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HomeMy WebLinkAboutLUA00-117 - Large Format . K\\ANAAAAAANAY 0 10 20 GRAPHIC SCALE 1”=10” < _ \ \ EXISTING LANDSCAPING | 4 \ WILL NOT BE DISTURBED | a \ | (2) 6” ACER S 8 | LO. GeruRe 4 — — \ o \ s, [| i \ 7 \ \ cn ve) —— : a zo \ > { ee i____I / aes eS =r — / FB ‘Cal crass LA(iN yo} \ GRAS =o \ =O 7 === = . es j re NX \ 2B als _ wa ! Ne & lel - | 4 CAS(SCALED IN) Or < a OTTO LUYREN LAUREL SHRUBS | © r @ ~~ / x \ oO. Vi TO 24” HT.) ~N JY \ 3 = - . . = . if . = . 2 <fobs a SS a ia BURNETT AVE S VX \ AN | a oe 2! | es fa a 7 f CN, 6h. 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( ok KS lal oe Sy fos Many MO AS SAAS RARER NO Se ain LVN = <4 s g, g SS SO) 7 as 7 soe - te. DADS! SK SSASRSS ~~ a SAH AQAA y ))} & SOK SAY S Le en: en - £ . 560.02 “ Dp — Di s< D D D D Nv 2% IN wer, ree x gs 63 es & : Zz S ———_ S S sf 28 ars: 1 a ae | of EXISTING VEGETATION PLAN = KZ a a a mesons CHECKED: DEPARTMENT OF NATURAL RESOURCES Tete ae 3 EASTSIDE INTERCEPTOR SECTION 1 2 Tetra Tech / KCM, Inc. DRAWN: SCALE: CAPACITY RESTORATION PROJECT FILE NO: 3 ; PAB a 1917 First Avenue S Seat Washington serot_ (| RR Nore EXISTING VEGETATION ——|oomex=—} 206-443-5300 Fax: 206-443-5372 APPROVED CONTRACT NO: King County INVENTORY L201 & No. REVISION BY |APP’D] DATE C03070C Cu-H- Ob- } 9 SHEET NO: OF - v v v v v- v FE 9 A B 6 D F CG F G H A A A ax es TT | oa! , ARN ‘ - | RHODODENDRON,-SP\\ SHRUB. ($8) HT. AN <2 fLV YS rae | Ws UD Pa aN a i “4 ‘ ob ANNUAL FLowbas PERRENTAL SMALL |ROSE\SHRUBS MULCH . “a < 10 O 10 20 GRAPHIC SCALE 1”=10’ EXISTING LANDSCAPING WILL NOT BE DISTURBED < FIBER /OPTIC BURIED ae 3 STARCOM ————_ FIBER/OPTIC CABLE BURRIED “4 o, al ~ PROPERTY LINE > GRAS : LOK ¢ \ a 7 SAE BY SN 9" THUYJA-SP.. yy — PSEA LE Ja ’SP, NN \ ~ 4 AICL WORLDCO ee eae ‘ J me j |e ows tin MARKEE ao OREN (7) 8” THUJA SP. \ a KT 7 (2) 8” PICEA SP- - Kk | 7 ~ | / ke L I - / TA “M O R R I S AV E S ia 1 J: \ 2 8 3 0 0 4 6 \ KA A 0 2 0 4 5 . d w g 1 _ \ 4ft BOARD x | - FENCE a 2 YN . -Z < an? 98 ee — = af ug 1 ro TKK ; N | aah a y du = | “tN gale as | a ir 3 EXISTING VEGETATION PLAN é! a I~ ge T=10 =_— ad DEPARTMENT OF NATURAL RESOURCES atti Sek EASTSIDE INTERCEPTOR SECTION 1 CAPCITY RESTORATION Tetra Tech/KCM, Inc. DRAWN: SCALE: CAPACITY RESTORATION PROJECT FILE NOr sccite amo 98101 [Te] RECOMMENDED: NOTED EX | STI N G VEG ETATI O N DRAWING NO: 206-443-5300 Fax: 206-443-5372 — GONTRAGT NO: King County INVENTORY . L101 No. REVISION BY |APP’D| DATE C03070C c U -H- O0- / [F SHEET NO: OF A i B ¥ c ¥ D v E v F v Zz IL H A _A A A A A NOTES: CONSTRUCTION SPECIFICATIONS: POLYPROPYLENE SOL PRGPYLENE SILT FENCE: THIS SEDIMENT BARRIER UTILIZES STANDARD STRENGTH OR EXTRA FELT BOOT FELT BOOT STRENGTH SYNTHETIC FILTER FABRICS. IT IS DESIGNED FOR SITUATIONS. IN GRATE GRATE WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 24 INCHES (HIGHER FENCES a mM =|] = A] |= MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE aan A =| ELLE STRUCTURE). I IIE —| — 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO 7 7 TL =|| fl *s rH | I THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS iy]. |2 STORM WATER a = ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A — Sh , [| OVERFLOW im a. SUPPORT POST, WITH A MINIMUM OF 6 INCH OVERLAP, AND SECURELY SEALED. aa] NORMAL OPERATING LEVEL alle @ | [R “10 TLL « | tl 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER «|. = — LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). |x . VI - a. WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, «.{a|® [4—CATCH BASIN =n ELIE p , - fale —| . __ OST SPACING SHALL NOT EXCEED 6 FEET ae | 2 -HLOW HOLES a ae — 4. A TRENCH SHALL BE EXCAVATED 8 TO 12 INCHES WIDE AND 12 INCHES DEEP ol FILTERED WATER FLOW ———— 1 ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. a |= sow HOLES . +-FILTERED me WATER FLOW 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT 218 SEDIMENT TRAP ZONE P | FLOW HOLES FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS ke : USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR \,4 i) HOG RINGS. GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 32 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL FILTER FABRIC SHALL NOT BE STAPLED TO TREES. FRONT VIEW CATCH BASIN PROTECTION NOTES 7. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR WASHED GRAVEL. 8. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED AND THE CONSTRUCTION HAS BEEN APPROVED. 9. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2x4, 2x2 FILTER FABRIC OR STEEL MATERIAL FENCE POST 2°X2” 14 GAUGE WIRE MESH / 2x4, 2x2 OR ARAL AVA A A A AN SEE NOTE 3 FRONT VIEW SILT FENCE STEEL OR WOOD POST STEEL FENCE ~ \ WIRE MESH—————_ p= FILTER FABRIC MATERIAL —————\| & O| wo te) eOs0) Ta fae oo WASHED GRAVEL OR }@2 COMPACTED NATIVE SOIL 8” MIN 12” MAX SIDE VIEW NOTES: SILT FENCE. DETAIL CATCH BASIN PROTECTION SHALL BE PROVIDED AT ALL CATCH BASINS, WHICH ARE DOWN GRADIENT AND WITHIN 100 FEET OF THE WORK AREA. IF A CATCH BASIN IS NOT LOCATED WITHIN 100’ OF THE WORK AREA, PROVIDE CATCH BASIN PROTECTION AT THE NEAREST DOWN GRADIENT CATCH BASIN. STRAW WATTLES SIDE VIEW STREAM GUARD TYPE Il-OS CATCH BASIN FILTER/B\ 2 SCALE: NO SCALE SEE DETAIL 3 OF THIS SHEET FOR TYPICAL CATCH BASIN PROTECTION DETAIL. CATCH BASIN FILTER PROTECTION SHALL BE INSPECTED i IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. (Cc SCALE: NO SCALE 1, STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH 3”—5” DEEP. RUNOFF oe MUST NOT BE ALLOWED TO RUN UNDER __ FLOW OR AROUND ROLL. LOW 2. PLACE STRAW ROLLS ALONG BOTTOM OF “=i. ET SILT FENCE 8”—10"DIA STRAW ROLL R=25’ MIN INSTALL DRIVEWAY CULVERT (12”MIN DIA) WHERE ROADSIDE DITCH EXISTS CONSTRUCTION GEOTEXTILE FOR SEPARATION 4. CATCH BASIN PROTECTION SHALL BE REMOVED WHEN IT HAS SERVED ITS USEFUL PURPOSE, BUT NOT BEFORE THE CONSTRUCTION ACTIVITIES HAVE ADVANCED TO A POINT DOWN GRADIENT OF THE CATCH BASIN. NOTES: PAD. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA STABILIZED CONSTRUCTION ENTRANCE DETAIL SCALE: NO SCALE (EN SY) 1. PROVIDE AT EACH CONSTRUCTION ACCESS LOCATION FROM ROADWAY R/W’S 2, CROWN ENTRANCE SO RUNOFF DRAINS OFF === : SHY ET RRRRR 3. INSTALL STAKES AT LEAST EVERY 4 FEET Wy RRR RARER APART THROUGH WATTLE. Sg NG 5a ISOMETRIC VIEW SILT FENCE ; 5 a8 FILTER FABRIC FENCE WITH STRAW WATTLE 9 2 uj NS ae DETAIL (AN DETAIL (D» o4 78 ’ = pa) SCALE: NO SCALE 2) SCALE: NO SCALE Ye) C P zs | kz a | a _— oneene DEPARTMENT OF NATURAL RESOURCES = | EASTSIDE INTERCEPTOR SECTION 1 Tetra Tech/ KCM, Inc. DRAWN: SGALE: CAPACITY RESTORATION PROJECT FILE NO: 1917 First Avenue Seattle, Washington 98101 REGS MMENDER: NOTED DRAWING NO: 206-443-5300 Fax: eae para GONTRAGT NO: King County TESC DETAI LS T 3 No. BY |APP’D| DATE . C03070C ? SHEET NO! OF [EXPIRES 10-03- 2 ( U-b:20- y = v- v c L ft A B Cc a E F EXE fl /S J: \ 2 8 3 0 0 4 6 \ K A A 0 2 0 3 0 . d w g 1= 1 S- t g - 8 2 MN oy ee e V4 ep e a y SS sb w uv v g y y w o i s i a ak e ra l , OLYMPIC PIPELINE COMPANY DRAINAGE IMPROVEMENT PROJECT RENTON STATION Scale Existing land use of project site and vicinit North Industrial op e nw t , se q n L Wo r © ON W8 a i8 I K a T 2 | Le n e “A A W AT I at v ke t oe a 2 RE VeIYL HRASER OF + te, ENTIRE MAP CITY OF RENTON L i | SW 27" tS we ae a nile a ses en ag | O o- [ 7 er e s , : SE S ee DE —— se r e r dP Vy A : @O ma =| a , Se e ‘ O \ \ © = i Cc - O@ -— — * > O o | ) e t =“ W Ca r r i e Ce n t ~~ < ©. = 42 ! an ) . ” ° Lu z al l oe s i — lo ee Re s o i z ae | . ~ No 4 —_ “O o “ Sa a r - a = om i t \ i | > w e l a F 6 0 g 2 y y e | § 4° i 2 NY . “B K . = % p ™ a — ; i ‘@ ) a. > Pe od | \ on re _L ww | L q b- £ 2 - S Z AN + 4 4 y Lt 4 el “ht LB pen me eng deseo mses by BPs Katy cant hy 8A tacts (te ME af Ta Scale re =| se30-23-5 f ENTIRE MAP. CITY OF RENTON DRAINAGE IMPROVEMENT PROJECT Existing land use of project site and vicinit i= Industrial OLYMPIC PIPELINE COMPANY RENTON STATION North Wi e e b W o % t 0) es ’ Q Co e d =. ” Sm ei d ee (e y se h F P A r e i n n e bi = = te 2 RE Ver PRASER OF + Nt aS Wa n e 5- 2 : L\ \ s ra r e . FH i i at h 5 ts AY EP T d 5 TR A ep s ce ri t a Fa c e t [L Y ; ef CA N = eA Te l s aw ‘e y s . Sa l e 3 iA " R a NE ly lk = b al l . Ni s “ aa a Ro E i 1 \ ® ig V\ ! 8 3 4) ¥ la 4+ IK Ro b e s : P| AL ee ‘ | j © y * wl \ ‘ \e > 3 \ ' ; f = : 5 ay Ta a n \ ea ‘ ea e ae = y 3 A | y TN S ; : _ a re gt . _. a ei l e da t e Be BW 5 2 \\ \ : wi e , Ve \ Fe ‘e a - aa a Le m —— ’ fa d ) oo Ta e ew e r 1 a Te e al a n ni i / e- i i - t 8 30 . ON uv 3 " + <n << " — ne t a , : eg ? ; ; | 5 aa n , " + ‘P A Y ON O R A Y Y LA a a Pe 7 3 BS a . U} —, AN NS : ko f 23 ‘e . ; ee il . ' 1 ME re = 4 : | i My * + we y He wy o | | | ab a + s ic Pipelin P/L WETLAND BOUNDARY PROPERTY LINE KING COUNTY DEPT. OF, .ASSESSMEN’ ws, (EI Ee) \ | i | 7 , © i y H | ‘% ‘K S \ AT S e y o " | La n _ , \ i = ae | a a ae | “w , i ; > y e H N W y \ 4 7 ) »\ a s H Po e 47 ee a ~~ ¥ fa ) oe on ae ane a / v4 \ . i 1 L y a . q e p e ; : s l y o o a o p e h b e aie a N \ a ) c a W o y M E \ v- e 2 - b d AS Oe e e e | ee n 20 0 0 / A u g / B 09 : 2 5 HE C Dw g F i l e : 01 0 3 5 0 0 - 0 7 - 0 8 0 8 . d w g La s t Ed i t e d : HE C Lo c a t i o n : S: \ C A D \ P R O J E C T \ 0 1 0 3 5 \ 0 0 \ d w q \ , : F G A _A A A A A A " “4 ‘ ™ ; | og Tre | y | 7 | | ie 4 | | MH 1 (TYPE 2) Rey) 4 lf RIM 122.0 Pe . a , | | IN 112.70 (42”) | Lb OUT 114.70 (24 CONNECT TO EXISTING ABANDON MANHOLE A a | eoF \ FIELD LOCATED, 24” CONCRETE PIPE SEE NOTE 4 s | | H ble | C SEE NOTE 1 pee » | Boy r _SOMH_1060 NOTES: eee 2 «=|\/ dW (N«) - CAP EXISTING PIPES A | iE ° H NG TYP) SEE NOTE 4 1. CONNECT TO EXISTING 24-IN. CONC PIPE AT JUNCTION OF 24—-IN CMP PIPE. CONTRACTOR 18” WATERMAIN 4 | | We IC CB Lone SHALL VERIFY EXACT LOCATION AND CONDITION OF 24—-IN CONC PIPE PRIOR TO SEE NOTE 5 4 ru ieee yl \ y CONSTRUCTING PERMANENT BYPASS AS SHOWN. NEW MANHOLES SHOWN FOR STORM LINE ak NN ny ~ mal Z WORK SHALL BE 60-IN. WSDOT TYPE 2 AND CONFORM TO CITY OF RENTON STANDARDS. bid a el qt |\h , SDMH 1059. 2. TEMPORARY FIRE HYDRANT AND WATER SERVICE CONNECTION INSTALLED AS SHOWN. NU Wl) 4 Z NEW 42° RC PRESSURE CAP EXISTING WATERMAIN AT LOCATION SHOWN OR AT A MINIMUM OF FIVE FEET | | LUN all tN iv STORM LINE FROM FACE OF SHORING. LOCATE HYDRANT AND SERVICE CONNECTION 10 FEET FROM CAP. 4 The ry] Hebe CONNECT TEMPORARY RESIDENTIAL SERVICE PER CITY OF RENTON REQUIREMENTS TO EXISTING x J lx | @ NI Lt | NEW 42” RCP METER CONNECTION. AFTER CONSTRUCTION IS COMPLETE, RELOCATE FIRE HYDRANT AND a e i & 5, I STORM LINE REESTABLISH PERMANENT RESIDENTIAL SERVICE CONNECTION AT ORIGINAL LOCATIONS a oc 1o F a ENCOUNTERED DURING CONSTRUCTION. REPLACE REMOVED 8—IN. LINE WITH 8-IN. LINE PER \\A\\ SSSA SASL x ie ~ y x riporaruy, erLOCATE | , SPECIFICATION SECTION 02666. EF . <I C ) KC °. \ | be es | XISTING HYBR ANT KAA AAA, RNAS AD REPLACE EXISTING CATCH BASINS WITH WSDOT TYPE 1 CATCH BASINS PER CITY OF RENTON 477 My PROS CB | ANB ADDR ANS AN _ STANDARDS. _USE_12—IN. CONC PIPE FOR CONNECTION TO MANHOLES AS INDICATED. SET CB 4 | | =o 8 | ate RIM ELEVATIONS AT EXISTING ELEVATIONS INDICATED. LIMITS OF SHORING | | a 7.08 | RO nes AP AND ABANDON EXISTING STORM DRAIN PIPING PER CITY OF RENTON STANDARDS AT _ ; x SEE TEMPOR Ry | SERVICE LOCATIONS SHOWN. CONTRACTOR SHALL PERMANENTLY REMOVE ALL ABANDONED STORM DRAIN REPLACE 8” WATERM aoe ReTOL TO METER , PIPING UNCOVERED DURING EXCAVATION OF OTHER STRUCTURES. SEE NOTE 2 FS a My 2aif |12” "CONTRA z CTOR SHALL PROTECT AND SUPPORT 18-IN. WATERMAIN THROUGH EXCAVATION. | Py i 8 J Ong TEMPORARY cap SEE NOTE 2 6 CEHEMD WIRES . TO SPECIFICATION SECTION 01195. No REFER | | -NOTE-8 —_—- 6. REPLACE EXISTING CB A | TEMPORARY HYDRANT CONNECT TO EXISTING 24-IN. CMP AT LOCATION SHOWN. CONTRACTOR SHALL VERIFY Sn eA SDMH LOK. | | ' LOCATION SFE NOTE 9 , LOCATION AND CONDITION OF 24—IN. CMP. SEE SPECIFICATION SECTION 01195. . T ‘ : , SKIL or COORDINATE WITH PUGET $ N Paton Z ws I — OUND ENERGY FOR TEMPORARY DISCONNECTION OF 4-IN. GAS LINE. OUT 118.64 (12) = “od, mn ae ON oH on 2 CAPS ON GAS LINE FOR CONTRACTOR REFERENCE ONLY. SEE SPECIFICATION SECTION 01195) ee 4 YS > ™~ =e a . _ + eal = lV X \ 7] | LL \ OVERHEAD POWER AND TELECOMMUNICATIONS LINE MAY REQUIRE RELOCATION OR VERTICAL LC , i Kf a hy H , a ae ey | | wg, AOJUSTMENT. SEE SPECIFICATION SECTION 01198, — | | ros) 7 {| % |. cal i | » ‘ 4 \ ~ jh sr ** ‘2 4" 6 4" 6 TEMPORARILY CAP SIDE SEWER AT BOTH SIDES OF EXCAVATION AS SHOWN. REPLACE TO SL / si) _ ft | - ORIGINAL LOCATION AND GRADE AT COMPLETION OF WORK. MATCH EXISTING PIPE SIZE AND LS z i= | ‘ > \ (pz _ a pe Ty fs) | | | pe, | = ° aS — LEGEND ES T = » z PES AGE EXISTING 4” GAS LINE MORRIS AVE a \ ~ IN 117. a . IL——— cre NOTE 7 “if 444 PAVEMENT REPLACEMENT LIMITS : IN 116.00 Q2 = ia “ va /f 3 \ cae PHT 9 A?) S = 5 L — / , ML MA aD i en aa : 7 SAAR E CURB REPLACEMENT LIMITS CAP EXISTING PIPES 5 mn] KEL US & NO nan ee Y g ” ; OHW — / (TYP) SEE NOTE 4 7 i LH" ™& Y 5 Hf 12" CONC ___ fo —-<———— *" ae PROVIDE 12” ob |! a a i onW — | | | ! | Lt CLEARANCE ABOVE(| LL (yup vs | J lias WATERMAIN of | TI / At oe | at 7 i Coa ) |wH 3 (TYPE_2) || ) és «4 ~— = , | RIM 121.74 (24”)| | eGnE y - N\ | | pe If 12 GONG 7 In 114.26 (24) || 3 Jfeilh LA \ ” a ad N, . eH a / ‘ es Ub \I - _ PYNAVWRAT IAN OK SSSA seat Ly KD 3 . C AN! gee ON eg SEE NOTE 6 \ \ eG = re fe | » as anak ast y ~ ~ er P 0 a CB 1058 NCB 1057 _ DOM Revere uy dul Nf - iC oy Se U.P : ] . . &=B EvHipsiT FC B DESIGNED: CHECKED: DATE: i | DEPARTMENT OF NATURAL RESOURCES a Tetra Tech/KCM, Inc. MVO, CVH EASTSIDE INTERCEPTOR SECTION 1 HULy’ 2000 5 : DRA SCALE CAPACITY RESTORATIOIN PROJECT FILE NO: B 1917 First Avenue LAC 5 peg annalca 98101 HERRERA RECOMMENDED: 1”=10’ UTILITY RELO CATION PLAN DRAWING NO: rs : ax: 206-443-5372 ; B TEVION lal pare ENVIRONMENTAL re ara CONTRACT NO: King County MORRIS AVE & 7TH AVE. P 1 O7 R 7 v C03070C e SHEET NO: OF [> v Vv : v A B c D v van - . F ¢ CU- He 00° II 20 0 0 / J u l / 2 8 11 : 0 8 “~— EDGE ASP \? 4 ( on DVERHEAD LINES, sx SEE NOTE 3. NNSA + 1 rh \ — REMOVE 18": sede. SEE NOTE 1.°°/ Le s t Ed i t e d : su p . d w g 01 0 3 5 0 0 - 0 8 ~ < S: \ C A D \ P R O J E C T \ O 1 0 3 5 \ 0 0 \ d w g \ , oc a t i o n : HE C Dw g . F i l e : HE C Li U\ Z S S 0 0 F O N KA A U Z O 0 F dw g OT / 0 5 / 7 0 0 07 : 2 4 am jw i c k e NOTES: ’ > 2> 1. CAP AND ABANDON EXISTING 18” SANITARY PIPING PER CITY OF RENTON STANDARDS AT Wee ag LOCATIONS SHOWN. CONTRACTOR SHALL PERMANENTLY REMOVE ALL ABANDONED SANITARY +88 LEGEND PIPING UNCOVERED DURING EXCAVATION. 1: 5] uw _ ~f 2. COORDINATE WITH PUGET SOUND ENERGY FOR TEMPORARY DISCONNECTION OF 4-IN. GAS LINE. ud | ia LLL al LLL PAVEMENT REPLACEMENT LIMITS SEF SPECIFICATION SECTION 01195. C | P ey 48 3. OVERHEAD POWER AND TELECOMMUNICATIONS LINE MAY REQUIRE RELOCATION OR VERTICAL . . " = & ADJUSTMENT. SEE SPECIFICATION SECTION 01195. ge EXHIBIT #7 eSeNe: CHECKED: DEPARTMENT OF NATURAL RESOURCES ev ULY 2000 EASTSIDE INTERCEPTOR SECTION 1 Tetra Tech/KCM, Inc. DRAWN: SCALE CAPACITY RESTORATION PROJECT FILE NO: 1”=10' seatie, Westingion 5810) RECOMMENDED: UT| LITY RR ELO CATI O N P LAN DRAWING NO: eattie, vVasni it: 206-443-5300 Fax: 206-443-5372 HERRERA SEEROVES CONTRACT NO: King County MORRIS AVE & HQUSER AVE P 1 O08 REVISION BY |APP’D| DATE ° CONSTANTS ® C03070C “He 0-1/4 SHEET NO: OF v Vv Vv v : v ~y Cu ( _ A A. A A A A 5 / a < ‘ > | 4 _- HOUSER WAY a <7 - _ > ae _| _ _ _ = — 7 \ fponghgk. = < > i i. /” REPLACK SIDEWARK. ADJACENT “TO REMOVED CURB “SECIION. wid rg Ye Fo) //\ ~~ Nay VG GAS LINE, SEE NOTE 2. | > c , / =® SSMH 4144 / 4 4 2 NOTES: 1. CAP AND ABANDON EXISTING 18” SANITARY PIPING PER CITY OF RENTON STANDARDS AT LaGeNE LOCATIONS SHOWN. CONTRACTOR SHALL PERMANENTLY REMOVE ALL ABANDONED SANITARY PIPING UNCOVERED DURING EXCAVATION. fit £éL_- PAVEMENT REPLACEMENT LIMITS 2. COORDINATE WITH PUGET SOUND ENERGY FOR TEMPORARY DISCONNECTION OF 4—IN. GAS- LINE. SEE SPECIFICATION SECTION 01195. _ anit < AHA A+AAA- CURB REPLACEMENT LIMITS 3. OVERHEAD POWER AND TELECOMMUNICATIONS LINE MAY REQUIRE RELOCATION OR VERTICAL > ADJUSTMENT. SEE SPECIFICATION SECTION 01195. Ree ae ~s | P28 GO} woe Z| ~ Ofe 1 up SEE C.U.P I Yo Ok 77 DOIN . U . / exes 2: EXN/G/T S- & : : PESTON: CHEERED: DEPARTMENT OF NATURAL RESOURCES “ate s000 E S EASTSIDE INTERCEPTOR SECTION 1 BS 3 Tetra Tech/KCM, Inc. DRAWN: SORE CAPACITY RESTORATION PROJECT FILE WO: : é irst Avenue rete 4 i Seattle, Washington 98101 — UTILITY RELOCATION PLAN. beers 33 206-443-5300 Fax: 206-443-5372 HERRERA CONTRACT NO: King County BURNETT & HOUSER AVE P1109 B&B ae ve APPROVED: J < ei] No. REVISION BY |APP’D] DATE CONDURTANTS C03070C SHEET NO: OF v v Cc D E F A GL . Ve 00-17. H A = eee a ee MH RO1—12A = ciataiaiaiaiaiatatata om LIMITS AT SHAFT AREA SEE DWG C301. |g SHAFT. FOR | SHORING LIMITS AND WORK 50 fe) 50 SCALE IN FEET MORRIS/HOUSER JACKING SHAFT. FOR SHORING LIMITS AND WORK LIMITS AT SHAFT j AREA SEE DWG C101————*]} P102 S 6 T H S T R E E T ~ r Y) % > no — ae SMITHERS AVES + SMITHERS AVENUE. \ NOTES: LOD 1. CONTRACTOR REQUIRED TO COORDINATE UTILITY RELOCATIONS AT SHAFT AREAS. b 2. CONSTRUCTION LIMITS IN STREET RIGHT OF WAY AND EASEMENTS Y) SHOWN IN DRAWINGS ARE PROVIDED FOR CONTRACTORS USE. IF CONTRACTOR REQUIRES ADDITIONAL STREET RIGHT OF WAY AND/OR EASEMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NN NECESSARY PERMITS AND EASEMENTS AND PAYING ALL HOUSER/BURNETT SHAF ASSOCIATED COSTS. FOR SHORING LIMITS AND. \ WORK LIMITS AT SHAFT AREA 3. TWO FIBER OPTIC LINES ARE LOCATED ADJACENT TO WOOD FENCE. CONTRACTOR SHALL AVOID EXCAVATION WITHIN 3 FEET OF THE : FIBER OPTIC LINE. CONTRACTOR SHALL COORDINATE EXACT LOCATION cei il ap, WITH THE FIBER OPTIC OWNERS. 1 I I I I LEGEND: ; I 5 = I K AREA, PROPERTY BOUNDARY oe = Lee), me , aid | Ue ® 1 DINGS ——— Tone <namiee iie| 1 aleliel . \ 2> BURNETT AVENUE | i : be = S65 STURBED VEGETATION u8 : 8 anata oe - ‘PReherrerernceneey az = rl . 1. wel? DESIGNED: oneene: DEPARTMENT OF NATURAL RESOURCES ULY 2000 g EASTSIDE INTERCEPTOR SECTION 1 Tetra Tech/ KCM, Inc. DRAWN: SCALE: CAPACITY RESTORATION PROJECT FILE NO: 1917 First Avenue | A Seattle, Washington 98101 [Fe RECOMMENDED: NOTED P ROJ ECT P N DRAWING NO: 206-443-5300 Fax: 206-443-5372 GONTRAET NO: King County AND KEY MAP GJ APPROVED: No. REVISION BY |APP’D} DATE C03070C SHEET NO: OF =| LJ W W WV VW W ww al ee ExmpiT 10 NOTES: 1. EXACT DIMENSIONS OF JACKING SHAFT TO BE DETERMINED BY CONTRACTOR TO SUIT JACKING NEEDS BUT KEPT WITHIN LIMITS SHOWN, 2. VERTICAL WALL COMPONENTS OF SHORING SYSTEM TO BE_ENTIRELY CONTAINED WITHIN LIMITS SHOWN. DEVIATIONS FROM LIMITS MUST BE APPROVED BY PROJECT REPRESENTATIVE. 3. TWO FIBER OPTIC LINES ARE LOCATED ADJACENT TO WOOD FENCE. CONTRACTOR SHALL AVOID EXCAVATING WITHIN 3 FEET OF THE FIBER OPTIC LINES. CONTRACTOR SHALL COORDIANTE EXACT LOCATION WITH THE FIBER OPTIC OWNERS. 4. CONTRACTOR SHALL REPLACE ALL REMOVED AND DAMAGED ASPHALT. WORK SHALL CONFORM TO CITY OF RENTON STANDARDS FOR RESIDENTIAL STREETS. SEE DRAWING C7. LEGEND: E WORK AREA, PROPERTY BOUNDARY = UNDISTURBED VEGETATION 5. REPAIR ALL DAMAGED CURBS, GUTTERS, SIDEWALKS AND DRIVEWAYS. REPAIRS MUST CONFORM TO CITY OF RENTON STANDARDS. SEE DRAWING C7. 6. ALL TREES, LANDSCAPING, AND FENCING CONTRACTOR DESIRES TO BE REMOVED SHALL BE COORDINATED AND SURVEYED WITH THE PROJECT REPRESENTATIVE. ALL TREES, LANDSCAPING AND FENCING REMOVED AND REPLACED SHALL BE AT CONTRACTOR'S EXPENSE. E 1299798.92 7. CONTRACTOR TO ERECT 6’ HIGH SECURITY FENCE TOPPED WITH 3 =, we cen STRANDS OF BARBED WIRE. FENCE AND GATES MUST BE a“ hero INSTALLED WITHIN WORK LIMIT BOUNDARIES. ALL POSTS SHALL BE INSTALLED IN CONCRETE. POST LOCATIONS MUST BE COORDINATED WITH LOCAL UTILITIES. LOCATION AND CONFIGURATION OF FENCE SHALL BE DESIGNED TO MINIMIZE DISRUPTION TO TO CONTRACTOR’S ABILITY TO DO WORK IN AND AROUND SHAFT. FINAL FENCE LOCATION MUST BE APPROVED BY PROJECT REPRESENTATIVE. FENCE AND GATES SHALL BE REMOVED AND POST HOLES REPAIRED AT END OF PROJECT. UNIFORM SECURITY GUARD MUST BE PRESENT AT ALL TIMES WHEN GATES ARE UNLOCKED. | 8. CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS TO ACCESS DRIVEWAYS AND TO ALLOW EMERGENCY VEHICLES ACCESS WITHIN 150 FEET OF EACH HOME. N41 77027.90 9. FOR TESC REQUIREMENTS, SEE NOTES ON 11. ) suoines To FO LINES) SEE/NOTE 3 ae io\ \ — SHORING | LIMITS SEE |. 10 0 10 20 GRAPHIC SCALE 1”=10’ PROPERTY LINE SS VNVSUNIVI NY e y h s A y N S T e P U N O e e SK N , v3 m™ Oo Cc a RAAAAAANAAANAA d NOTE 2 MORRIS/HOUSER JACKING SHAFT =10" [~——PROVIDE GATE FOR” MH ROW12B 00 2 EE B/Ce i —— _ ‘ina | 4 PROPERT oN We Nw Se WN - Zz m A ~ 4 a x NAAN AA ANNANNAAM yo CONSTRUCTION: ACCESS ON E IN C H AT FU L L SI Z E , IF NO T ON E IN C H SC A L E AC C O R D I N G L Y DESIGNED: Tetra Tech/KCM, Inc. CHECKED: DRAWN: SCALE: RECOMMENDED: 206-443-5300 Fax: 206-443-5372 No. NOTED CONTRACT NO: APPROVED: 1917 First Avenue (Fe APP’D REVISION BY DATE C03070C King County DEPARTMENT OF NATURAL RESOURCES EASTSIDE INTERCEPTOR SECTION 1 CAPCITY RESTORATION CAPACITY RESTORATION PROJECT MORRIS/HOUSER JACKING SHAFT SITE PLAN DATE: JULY 2000 FILE NO: DRAWING NO: C101 J\ 28 3 0 0 4 6 \ KA A O 2 0 2 7 . d w g SHEET NO: OF 1= 1 Seattle, Washington 98101 v vV vV v v G Fay- H-O0-) |Z wu A _—_A , __ ——_ A A A A r A, \ ‘ \ MAE TRONTRACTOR TO PROVIDE ‘yew \ 3 NSFRA TION ACCESS GATE ~< , 1. EXACT DIMENSIONS OF JACKING SHAFT TO BE DETERMINED BY CONTRACTOR TO SUIT JACKING NEEDS BUT KEPT WITHIN LIMITS. 2. VERTICAL WALL COMPONENTS OF SHORING SYSTEM TO BE ENTIRELY CONTAINED WITHIN LIMITS SHOWN. DEVIATIONS FROM LIMITS MUST BE APPROVED BY PROJECT REPRESENTATIVE. ¥ 0 10 20 3. TWO FIBER OPTIC LINES ARE LOCATED ADJACENT TO WOOD FENCE. SS ————— | CONTRACTOR SHALL AVOID EXCAVATING WITHIN 3 FEET OF THE ‘GRAPHIC SCALE 1” =10' FIBER OPTIC LINE. CONTRACTOR SHALL COORDINATE EXACT LOCATION \ WITH THE FIBER OPTIC OWNERS. 4. CONTRACTOR SHALL REPLACE ALL REMOVED AND DAMAGED ASPHALT. WORK SHALL CONFORM TO CITY OF RENTON STANDARDS FOR RESIDENTIAL STREETS. SEE DRAWING C7. a or k A SA M A R A S 4 CONSTRUCTION | EASEMENT — i \ a \ LEGEND: 5. REPAIR ALL DAMAGED CURBS, GUTTERS, SIDEWALKS AND DRIVEWAYS. REPAIRS MUST CONFORM TO CITY OF RENTON STANDARDS. SEE DRAWING C7. 6. ALL TREES, LANDSCAPING, AND FENCING CONTRACTOR DESIRES TO BE REMOVED SHALL BE COORDINATED AND SURVEYED WITH THE PROJECT REPRESENTATIVE. ALL TREES, LANDSCAPING AND FENCING REMOVED AND REPLACED SHALL BE AT CONTRACTOR’S EXPENSE. \ 7. CONTRACTOR TO ERECT 6’ HIGH SECURITY FENCE TOPPED WITH 3 \ — STRANDS OF BARBED WIRE. FENCE AND GATES MUST BE INSTALLED WITHIN WORK LIMIT BOUNDARIES. ALL POSTS SHALL BE INSTALLED IN CONCRETE. POST LOCATIONS MUST BE COORDINATED WITH LOCAL UTILITIES. LOCATION AND CONFIGURATION OF FENCE SHALL BE DESIGNED IN TO MINIMIZE DISRUPTION TO CONTRACTOR’S ABILITY TO DO WORK ¢: AND. AROUND SHAFT. FINAL FENCE LOCATION MUST BE APPROVED BY PROJECT REPRESENTATIVE. FENCE AND GATES SHALL BE REMOVED AND POST HOLES REPAIRED AT END OF PROJECT. UNIFORM SECURITY GUARD MUST BE PRESENT AT ALL TIMES WHEN GATES ARE UNLOCKED. ~"B. CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS TO ACCESS DRIVEWAYS AND TO ALLOW EMERGENCY VEHICLES ~~“ACCESS WITHIN 150 FEET OF EACH HOME. 9. FOR2TESC REQUIREMENTS, SEE NOTES ON 11. =-ES TO BE PROTECTED. ~ABANDONED SHORING WAS USED DURING THE INITIAL CONSTRUCTION _JOF-THE ESI. THE SHORING CONSIST OF XX INCH SHEET PILES. LOGATION, DEPTH AND CONDITION OF ABANDON SHORING IS “UNKNOWN. CONTRACTOR IS RESPONSIBLE FOR ALL COST “ASSOCIATED WITH REMOVING OR CUTTING SHORING TO THE EXTENT /)\_ABANDONED- SHORING, |-LOCATION AND EXTENT. SHORING LIMITS SEE CONTRACTOR TO-PROVIDE NOTE 2 CONSTRUCTION ACCESS GATE 4 | J \\ REQUIRED TO SAFELY CONSTRUCT THE BIFURCATION STRUCTURE. =FO LINE . “SEE NOTES) | NY KA LEGEND: EDI SORHONS TO Vane fi /| BNSF EASEMENT \ DINNER T ) RAIN Ni AN J: \ 2 8 3 0 0 4 6 \ KA A 0 2 0 2 8 . d w g 1= 1 2 [-L— NOTE 10 / | NOTE 10 “ \ < ( x x Xx xo x x | x x Ske = x — CONTRACTOR TO PROVIDE ee } RS ee CONSTRUCTION. ACCESS GATE ae _ TGONSTRUGTION “ACCESS GATE — RST " ; i _ | _ ; . 58 — : 7 g] a8 DEVELOpuene . O| YS HOUSER/BURNETT RECEIVING SHAFT "RENTON = SHIBIT II ™ C.U.P.. 8 . . a §=xNECEIVED pee aad DEPARTMENT OF NATURAL RESOURCES a ULY 2000 EASTSIDE INTERCEPTOR SECTION 1 Tetra Tech/ KCM, Inc. DRAWN: SCALE: C) CAPACITY RESTORATION PROJECT FILE NO: PAB Sociie, Wasaga 98101 Fe : RECOMMENDED: NOTED H O U S E R/ B U R N ETT R EC E IVI N G DRAWING NO: 206-443-5300 Fax: 206-443-5372 — soma Tes King County SHAFT SITE PLAN C201 No. REVISION BY |APP’D| DATE . CO3070C SHEET NO: OF j Vv 3 Vv C D Vv : Vv : Vv . V out -00-1 A A LA R S AN SS R N A S7 T H S T R E E T ~ — 87.37 0773.21 15 ’ (O 1 0 Se UNCTION [RUCTURE EE S301 A | SHORING. | LOCATION UNKNOWN. NOTES: 1. EXACT DIMENSIONS OF RECEIVING SHAFT TO BE DETERMINED BY 6. CONTRACTOR TO SUIT JACKING NEEDS BUT KEPT WITHIN LIMITS. 2. VERTICAL WALL COMPONENTS OF SHORING SYSTEM TO BE ENTIRELY CONTAINED WITHIN LIMITS SHOWN. LIMITS SHOWN ARE RELATIVE TO ACTUAL POINT OF INTERSECTION WITH THE EXISTING INTERCEPTOR, NTRACTOR TO LOCATE ACTUAL POINT OF INTERSECTION BY HOLING OR OTHER SUITABLE MEANS PRIOR TO INSTALLATION OF FT FOR RETRIEVAL OF MACHINE AND STRUCTURE CONSTRUCTION. TRACTOR SHALL REPLACE ALL REMOVED AND DAMAGED ASPHALT. K SHALL CONFORM WITH CITY OF RENTON STANDARDS FOR IDENTIAL STREETS. SEE DRAWING C7. AIR ALL DAMAGED CURBS, GUTTERS, SIDEWALKS AND DRIVEWAYS. 7. AIRS MUST CONFORM TO CITY OF RENTON STANDARDS. SEE WING C7. TREES, LANDSCAPING, AND FENCING CONTRACTOR DESIRES TO REMOVED SHALL BE COORDINATED AND SURVEYED WITH THE 8. JECT REPRESENTATIVE. ALL TREES, LANDSCAPING AND FENCING 9 OVED AND REPLACED SHALL BE AT CONTRACTOR’S EXPENSE. - DV O OD D WE N O MV O S Evsaasaaaaaand CONTRACTOR TO ERECT 6’ HIGH SECURITY FENCE TOPPED WITH 3 STRANDS OF BARBED WIRE. FENCE AND GATES MUST BE INSTALLED WITHIN WORK LIMIT BOUNDARIES. POST LOCATIONS MUST BE COORDINATE WITH LOCAL UTILITIES. LOCATION AND CONFIGURATION OF FENCE SHALL BE DESIGNED IN AND AROUND SHAFT TO MINIMIZE DISRUPTION TO CONTRACTOR’S ABILITY TO DO WORK. FINAL FENCE LOCATION MUST BE APPROVED BY PROJECT REPRESENTATIVE. FENCE AND GATES SHALL BE REMOVED AND POST HOLES REPAIRED AT END OF PROJECT. UNIFORM SECURITY GUARD MUST BE PRESENT AT ALL TIMES WHEN GATES ARE UNLOCKED. THE PORTION OF SECURITY FENCING IN THE 7TH STREET RIGHT OF WAY SHALL BE REMOVABLE. CONTRACTOR SHALL MAINTAIN A 12’ LANE ON 7TH STREET AT ALL TIMES. CONTRACTOR SHALL ALSO MAINTAIN A 12’ LIMITED ACCESS CONNECTION BETWEEN S 7TH STREET AND MORRIS AVE AT ALL TIMES FOR EMERGENCY VEHICLES ONLY. FOR TESC REQUIREMENTS, SEE NOTES ON T1. . ABANDON SHORING WAS USED DURING THE INITIAL CONSTRUCTION OF THE ESI. THE SHORING CONSIST OF XX INCH SHEET PILES. LOCATION, AND CONDITION OF ABANDON SHORING IS UNKNOWN. CONTRACTOR IS RESPONSISBLE FOR ALL COST ASSOCIATED WITH REMOVING OR CUTTING SHORING TO THE EXTENT REQUIRED TO SAFELY sa THE vd STRUCTION. SN LEGEND: a WORK AREA, PROPERTY BOUNDARY ") suones @ UNDISTURBED VEGETATION RA ARAL ALS K\AN | Kwa sassna \ ts YCONTRACTOR~SHALE-PROWIDE a ON ACCESS GATE iN WORK. LIMITS - AND EXTENT | NOTE 9 ——T “ABANDONED | | SE E NO T E : 7 | ¢ — | ESSER TEA SUNT RG PASSSSY SSNS PAXSSNNSSANNNG SSSSSNSISSSSSS PSSSSSS) | | | "i | | Serer ey rer | yey Wy. i | fof | 25 ; ~~ [o) 8 é 5] a8 Om: le ly Z| Hy 10 O 10 20 i) S - MORRIS/7TH RECEIVING SHAFT ee a a eS | 45 g =10° GRAPHIC SCALE 1”=10’ P iG rae D C U < ; 1 ~ a a | in he oe aad DEPARTMENT OF NATURAL RESOURCES se ULY 5000 é EASTSIDE INTERCEPTOR SECTION 1 g Tetra Tech/KCM, Inc. DRA SOA: C) CAPACITY RESTORATION PROJECT FLEW 3 PAB ie 1917 First Avenue 6 Seattle, Washington 98101 [Te RECOMMENDED: NOTED M O R R | S / 7TH R EC E IV N G DRAWING NO: 206-443-5300 Fax: 206-443-5372 — GONTRAGT NO: King County SHAFT SITE PLAN C301 P. H } No. REVISION BY |APP’D| DATE C03070C eeu -o 6-1 SHEET NO: OF i A Vv Vv é V 5 Vv 5 Vv : Vv ; Vv F A A A A A A ° A TESC NOTES 1, APPROVAL OF THE TEMPORARY EROSION AND SEDIMENTATION 15, IF DEWATERING OF EXCAVATED MATERIAL IS REQUIRED THE CONTROL (TESC) PLAN BY CITY OF RENTON DOES NOT CONSTITUTE AN CONTRACTOR SHALL PREPARE A PLAN ACCEPTABLE TO THE APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND ENGINEER. ANY MATERIAL TO BE DEWATERED SHALL BE STOCKPILED LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, AT A LOCATION FAR ENOUGH FROM THE DRAINAGE DISCHARGE SO RETENTION FACILITIES, UTILITIES, ETC.). THAT ONLY SEDIMENT FREE WATER LEAVES THE CONSTRUCTION/ T ; 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE STOCKPILE SITE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING 16. LOCATION OF PROPOSED SOILS FROM EXCAVATION AND DEWATERING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATION SHALL BE SHOWN ON THE REQUIRED TESC PLANS. CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE > PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4, THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. RECOMMENDED EROSION CONTROL CONSTRUCTION SEQUENCE 5, THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING 1. CONDUCT PRE~CONSTRUCTION MEETING. THE CONSTRUCTION PERIOD, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UPGRADE AND/OR MODIFY THESE TESC 2. FUAG CR IRENGE. CLEARING IMIS. FACILITES AS NEEDED FOR UNEXPECTED STORM EVENTS AND FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL SUMP. CAPACITY, 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. RELOCATION OF DITCHES AND SILT FENCES). 4. INSTALL CATCH BASIN PROTECTION. 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED > PROPER FUNCTIONING. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR 2 DAYS % GRADE AND SIABILIZs GONSERUCION READS: Sr BE HIN EUIATEES STAR LIGED, WHT TIE APPROVED dl 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, CRUSHED ROCK). 9, MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS 8. ANY AREA NEEDING TESC MEASURES THAT DO NOT REQUIRE AND! MANUPAGIURER'S RECOMMENDATIONS, IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN 15 DAYS. 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITI R T 9. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED ee oe TTRINGN SeOUIceMENTS CONTROL 1S GLAS IN ACCORDANCE AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 7 DAYS DURING THE DRY SEASON OR 2 DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, 10, AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE COMPOST, PLASTIC SHEETING, CRUSHED ROCK, OR EQUIVALENT. ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN OR SEDIMENT TRAP. ALL CATCH BASINS AND CONVEYANCE. LINES 12. ST T 7 DAYS. > Tee OE GCEAMED ERIGR YO PAVING. THE 2. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS CLEANING OPERATION SHALL NOT FLUSH SEDIMENT—LADEN 13. R A N MORE oe ee OOWNSTREAM SYSTEM, 3. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR THAN 30 DAYS. . 14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE. STABILIZED 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIAT INSTALLED AT THE BEGINNING OF CONSTRUCTION AND OPRIATE. MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT, 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST 1 FOOT ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. b> 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. Wy. 14, THE CONTRACTOR SHALL PREVENT TRACKING OR FLOWING OF 53 SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL be REMOVE ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ih 2% ONTO PUBLIC RIGHT—OF—WAY IMMEDIATELY. S| ug 39 rae J = [| a /. : 3 DESIGNED: CHECKED: ; 2 ye DEPARTMENT OF NATURAL RESOURCES a 5 Tetra Tech/KCM, Inc. f, EASTSIDE INTERCEPTOR SECTION 1 JULY 2000s 2 ) = DRAWN: SCALE: CAPACITY RESTORATION PROJECT FILE NO: 3 1917 First Avenue Sata ec | is Seattle, Washington 98101 [Fe] ye a' Ate, 1450 Sf RECOMMENDED: NOTED GEN ERAL DRAWING NO; 8 206-443-5300 Fax: 206-443-5372 ones — CONTRAGT NO: King County EROSION CONTROL NOTES T1 S No. REVISION BY |APP’D| DATE [EXPIRES 70-035°T_] C03070C SHEET NO: OF | Vv Vv Vv Vv Vv = —y = A B c 0 E F G Cu i O0- | I"TAgg, A B c D E ee a A A A Alla) fo C q | 2| | 2S / | | & A Bye P| LA Mees | | - PE \ aM | | ie , FEN | l ‘te | | be | C es VTE was ! rs \ ! 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' et. eT Oly uel: Te. ae) q y 2 any .NANERSON |g dear tes a ew cr rt =e ba 134 a oe & [e) = 3 | R { . “ a a ee) Osk 1g S Ak Ca 74 En) a. a f | | H t : i € 155 Ac. [ZyssegRBI0) A. 10 Le} at te al | TLi3s ur 60 ‘a0 poa_go.3 S . O2BAC, Tha ol Bovac os ey ee te cg a re oe — — waco ae "a ad 4307 ; 7 E aa q) : t \ 0.46 AC ! ; Ps all, \ TLee }y i at 250 “ Junction | , nenronigsaquan Mio” E76 r iS Lz 2. Structure z 2 CASTAGNO BROS _ ATLAS OF SEATTLE . ; : < i ™. | COPYRIGHTED & PUBLISHED BY > y uj | «SE. BANKER i KROLL MAP COMPANY, INC., SEATTLE CONCRETE i a SCALE 1 INCH - 200 FEET 435 Ach = Wy | z TL.3l ' 5 3 | #0476 | r z fo} ; | B| «8 ) : | = w} doy i $ i Oo ax TL.63 + A i —_| n | 414, ms 5 ee of ; ~~ “NS FO DESIGNED: CHECKED: DATE: DEPARTMENT OF NATURAL RESOURCES JUNE 2000 a EASTSIDE INTERCEPTOR SECTION 1 3 Tetra Tech/KCM, Inc. aa SOE Ta : . _— 1917 First Avenue NEIGHBORHOOD 3 Seattle, Washington 98101 RECOMMENDED: NOTED DRAWING NO: N 206-443-5300 Fax: 206-443-5372 SRE CONTRACT NO: D ETAI L P LAN iS No, . REVISION BY |APP’D] DATE ‘ F83025E GU-H _O0OTAI/F SHEET NO: OF : c ?) E F G A . - - Leeendien — bo a ate ny TS ea a ee _ rae fat a ONO ST a . oe me ’ Hee ne mu a8 | roll anne Pat by i! 9 “y8 J Tt r —~Z n ats al ell 8 ane bol 2 y f Lr 2 og ee oer 19 Ly) B b C — Rane is ee qa “B}209 +} beseet3 fi) bag j]fe | ze 7 By aa ; te | fens an 2a 4 2g afi 2 az ait} Bae AI e. Gate ik Funenar! me 1 bee T-7 Kd ing -_- BE. g Ras § | oe Ce 21.66.50 A$ “aes a z NS 1 Sen ao So One bo 8 SS 3 4 5 ee rs ee Ts ql A le oo yea nnins 216 a 4 8 Geji.s G4 7 G) iL PAC. 4 on oh za] 220 Tr) Let oven me He US 2 HS 4 225, Lode Tt p22s, 228720 1h 4 boar 2 Re 7 as a : Nn 3, zu : 8H BY) 53 8 230118 ~ ; | 9 23) 232% = 67 2 . 3 7 . \ ft. | + | ee : Ald (psa | : 7, Yle rm Gt tA 4TH I Tonkin Tonkin Park S Fie No, ge a ee ee x > ies e ‘ al Ro 24 8 s! ba 4 oe 131 Oe : a . ° | Intermediate (| 7% omy | Siem] Fe | ATION: ChAIM NE 37_ _l_ _f | BE 3} |-Gd 31) 18 3/85} f ; - L wee | oan ig ia Fe Gov't. Lot 16 Ha : <| SOUR Tie oF aie EA IDRIN bONATIC P " 5 yi icgn? «6 410°) < IS er ene a 5 KG LA qt 338 | 8 j2f pF pe SY ORE: ; ea Y rs! 1 § = 0 is q s Ie aS. WN oT ! = a0 ; t es s ; a ae a a ( e on 3 ", tH! 3 BS se I Ly ie” eh fed ey el PGE Ba « E tee Be | Kb 2||B =a aro 5 ae ae yb Te bh Lala } Pees) eB] | | ep |) ails f soe) ep Ar a) FA] sel e : 3/8 pm) Bee fle 3 ca 7S) bas | [a0 ape] pe ds | fe foe) SE) tt Do} ae Lis Gar vy | Bulyis | |e ; sc. to | {ea ; Soh ig ante, Je; DB] fer Ms fe ca = } = + : S yf Sf Ores 7 RH] 4G 6s | Up a awe = si ff TK Bg 94 mic g iS g! Iba) }@ 7 4 oo} 7 7 a 13 fsa} 4 wal (See ig e---6] joo | bee el Ga, 8 f > " = ; = 7 2 s aN ac i sy | = Gas] S Sans sea "9 je &| f 9( tea] bo ; r Jz [3 Y 2h © a es ; {ft 2 : x i {o8 to 34 © fal. WILLIAMS COURTS?) lg 978 il ® Gt: A i Agunirs fl ’ i> 15) | 3 ¥ 6 i. 3 a ; 621 6 By 3 J aaa : 0: tae f lies ach q 3 : ma rds DA Govt f 10g! 0.61 Ac. al gn ; ~ | wee ae 5) 60 7 > gr O28Ac, Tea ~ Sy 1 T : 5 * Souno 32 ij Bae a q __ . — —: Sr —— ; ? aago |S ' ime hea a pea i 43.27 \ + i quan AvTo ec " | .-w-+ | —~ Junction | z S | > , ; +. - #4 2 CASTAGNO BROS:JINC. ATLAS OF SEATTLE . fa) ig i ~. COPYRIGHTED & PUBLISHED BY ? : at | Levowneen | KROLL MAP COMPANY, INC., SEATTLE CONCRETE Gy 179 Ac. g bs am SCALE. 1 INCH = 200FEET - 4.35 Ach = S| re.25 | wW > : —_— | Z. ‘ . oye) |, 0076 mh! | rh ZS i I So} wd —_ =| 12 : os wi} — : S| a2 74.63 48 a a az ee DESIGNED: CHECKED: DATE: DEPARTMENT OF NATURAL RESOURCES JUNE. 2000 an EASTSIDE INTERCEPTOR SECTION 1 e Tetr a Tech / KCM, Inc. DRAWN: SCALE: FILE NO: 2 va 1917 First Avenue g Seattle, Washington 98101 RECOMMENDED: NOTED N E| G H B O R H O O D DRAWING NO: 3 ’ : * ES 206-443-5300 Fax: 206-443-5372 — CONTRACT NO? King County DETAIL PLAN S : ‘ os SHEET NO: OF |_ REVISION BY |APP’D| DATE £83025 CU-H- 00-11 i A D ik A A A_ -—— A SIN S 4TH ST NOTES: F lle CG) TWO NORTHERN PARKING LOTS WILL BE AVAILABLE TO THE -BIFURCATION STRUCTURE | CONTRACTOR AND CLOSED TO PUBLIC PARKING. ACCESS SHAFT ir i (2) PEDESTRIAN TRAFFIC TO SPIRIT OF WASHINGTON DINNER TRAIN WILL 5 SIGN i USE EAST SIDEWALK ON BURNETT AVE S, TO AND FROM PARKING 5 ' LOTS. | (G3) ONE WAY TRAFFIC WILL BE MAINTAINED ON S 7TH ST DURING 7 EXCAVATION, SHORING, AND BACKFILL. TWO WAY TRAFFIC WILL BE if MAINTAINED AT ALL OTHER TIMES. “-CITY OF RENTON i. -TRAFFIC CONTROL i (4) CONSTRUCTION TRAFFIC WILL TRAVEL TO AND FROM CONSTRUCTION PLAN (PAGE KO03) SITES VIA ONLY S GRADY WAY AND RAINIER AVE S. USE OF ANY SEE NOTE! 6 [ OTHER ROUTE THAN THESE SHOWN SHALL BE SUBJECT TO WRITTEN « H i! APPROVAL OF KING COUNTY AND THE CITY OF RENTON. > JACKING 1 (5) THE GRAVEL ACCESS ROAD TO THE RAILROAD LOADING PLATFORM SHALL REMAIN OPEN AND UNDISTURBED AT ALL TIMES. i| CONTRACTOR SHALL ADOPT CITY OF RENTON STANDARD TRAFFIC 7 : CONTROL PLANS DURING CONSTRUCTION. 4 ’ C = Ce U 4 | | oy AW, if if LEGEND Fl BRN 7 —_ “) oO —CITY OF) RENTON zm noe) oe V4 | Vi TRAFFIC, CONTROL. —& Wwe TWO WAY TRAFFIC, NO PARKING bie a all PLAN (PAGE K003 7 Lu = : Ld, \T my oN | = | Ly) see nore’ “n > < p | > | > i i“ xt STREET CLOSED TO PUBLIC, b> | — in ee I re MN AVAILABLE FOR CONTRACTOR USE \ f | | Mg | i i LL] Lal , \ n | _ i i > ~ \ \ OG) i —— ida) i | NO PARKING \ \ od [| L hep) ii <i => \ \ Lu [| - = | ~~ =s \ \ al rl (ad) ‘| a et \ \ > | w 1 ad i] mal ONE WAY TRAFFIC, DIRECTION INDICATED \ = ~~ pea ' — I \ \ i | Cc) i i iia ; \ \ < = Oo 1 Lu a \ \ X< = S i Zz = <4— CONSTRUCTION TRAFFIC ROUTE ° \ A =) ; = ho | 5 \ \ ' mM TRAFFIC SIGN LEGEND \ \ if A ROAD CLOSED FOR CONSTRUCTION < \ \ | B ONE WAY TRAFFIC L ) c ROAD WORK AHEAD /@M/ D LOCAL ACCESS ONLY / Ly Fi E NO PARKING / ~S / F ONE LANE ROAD AHEAD / Ya / /y f / / fe ~ / / < f / nN / Sy fp / / / 7 4 “OO aS a ng ca saree ——— a ~ / \ SIGN P ve ve 2% CITY OF RENTON) ra we 58 TRAFFIC CONTROL ag ~ 4 a) zs PLAN (PAGE KOO1)/ Pa © ae 100 0 100 200 2) =o 1 | SEE NOTE 6——“4.- ME PP a w | wo | Be a SCALE IN FEET Z| 5a | " Cs : “138 =i | ae p es ° - C U sc \ va a . . ; \ meson cnecnee DEPARTMENT OF NATURAL RESOURCES OLY sooo EASTSIDE INTERCEPTOR SECTION 1 3 Tetra Tech/ KCM, Inc. DRAWN: SCALE: CAPACITY RESTORATION PROJECT FILE NO: 3 1917 First Avenue e Seattle, Washington 98101 RECOMMENDED: NOTED DRAWING NO: 3 206-443-5300 Fax: 206-443-5372 CONTRACT WO King County TRAFFIC CONTROL PLAN T101 £ APPROVED: No. REVISION BY |APP’D) DATE CO03070C SHEET NO: OF 7 iH v v v V A -009 y FOR UTILITY RELOCATION / | PROTECTION AT 7TH AVE S & ; MORRIS AVE SEE SHEET P107. == Le e US M S AN V L I N Y S 80 1 1 46 SCALE IN FEET 1 a - : 20 wo 20 40 60 a | | | — cor Ie , A =)! || qt ; ; i | [| | | 5 / , i, ; ; no n | “Se a ae 1 all mina i oof oon 8 J a I Ip \ , ( | | | \ if Aa N Be | an = ——. : [ i | \ ili \ Y \ \ ‘ Ly | [He tL 3 ie Ht ee ee ~ Ib Fede en i | L | LA \G\ | 5 t aL Kh yo € / "pel ‘ | Ws \ _ [ee a a = a f s = "3 ' c ; = + = = on i ‘ OW —# aA XC > ie ci. low ia , 7 vy, : oy = [oa = =a oa oH oHW ony f Fur ee if ave oH tefl \A fo ! iF 6 = : [ ag "6 od 18 G g ° "5 ee i : ar a a J 8 1 ! J —t é sh ; + 6 6 1 Se a og —— — — ) os AN \ MORRIS AVE. 5. \\. caer 7 z BN OY i = Pu e - et a Ea 9 ALY | . ; T | ji 1+ | ; FO ; FO r— Fo ro ‘ FO 70 FO —— bo ad | | i ~ : SL | rew 4 471 iv? ew ew : | aw i \—— 4" w "WwW cay 2 Sab y a one a : 7 |S —~ | < le | iu | ° > \ | | —— ~ BS) SY 7 NOTE: / DRAWING INCLUDED TO SHOW EXISTING UTILITIES. ny, CONTRACTOR SHALL CONFIRM LOCATION OF ALL = ol LF . UTILITIES PRIOR TO CONSTRUCTION. CALL — / / Noy a), 1-800-424-5555. Po > TH a FOR UTILITY RELOCATION / a ee a | FOR UTILITY RELOCATION AL XS. /77 PROTECTION AT HOUSER WAY & a ee a PROTECTION AT HOUSER REL Ses, Ne <4 MORRIS AVE SEE SHEET P108. a a f BURNETT AVE SEE SHEET P1087. “Sf if / i Ty git & / / a a ———. f i / Fe i fp —_—— — a FO Fo £0 ——F _ 4 i — 7 Paz = a eH Bua SS ee . . // 4 cy A / 4 y, 4a m jw i c k e KA A Q Z 0 0 4 . d w q UT / 0 3 / 0 0 OF : SS 0 0 F Je f 33 f/ >y 2 / / Yi if . re eS i, SO) 6 Zz ™ © 2/ "8 sf 2 4 ax oO me Desens: oneeRED: DEPARTMENT OF NATURAL RESOURCES a ULY 5000 EASTSIDE INTERCEPTOR SECTION 1 Tetra Tech/KCM, Inc. Cc DRAWN SOE CAPACITY RESTORATION PROJECT FILE NO: 1917 First Avenue 4"=40" Seattle, Washington 98101 —| — EXISTING UTILITIES PLAN bemow 206-443-5300 Fax: 206-443-5372 HERRERA | = CONTRACT NO: King County P106 No. REVISION BY |APP’D| DATE CONSULTANTS C03070C pu-H-ge HF se GW HE Locator: se aieonoroashooana — aa v vV Vv Vv Vv V Vv A B c D E F G H \ \ \ _, S HA V E S AV E | a, t ) ay \ \ \ \ eS a : _ an Va\t ) ( a IT W O R T E ARY-= — -_ x { ¢ | = - .< > aa » Ue xX = we - oT 4 LE x BNSE J ~ ACCESS SHA TEMPORARY © an on = | | ~ ao e f ES a WI L L I A M S AV E S HE R S AV __ _ _ _ SM I T SH A T T U C K AV ! = 72" TU | 2UCTURE bl y LEGEND AREA OF TEMPORARY EXCAVATION FOR PIPE TUNNELING EQUIPMENT (ROAD WILL BE CLOSED): EQUIPMENT STORAGE AREA AND ACCESS i | | y = | NCTION S1 wf i —_ ESS SHAI __ ~~ SaTH st We NEE Va CO ) = Xe TN a — 83 a: | EXISTING 108" SANT} ARY a 52 rT! | | SEWER PIPE Lon / 5/8 AA 100 (0) 100 200 Zz ue : SCALE IN FEET 2| 34 , | : 4 49 \ \ . YO anne? 2 Y CUP. o\ \ A ZA r 2 a yet om 9 iad } DEPARTMENT OF NATURAL RESOURCES: ev ULY sine EASTSIDE INTERCEPTOR SECTION 1 Tetra Tech/ KCM, Inc. SCALE: CAPACITY RESTORATION PROJECT FILE NO: 1917 First Avenue Seattle, Washington 98101 [Te RECOMMENDED: NOTED S| M P LE DRAWING NO: 206-443-5300 Fax: 206-443-5372 GONTRAGT NO: King County SITE PLAN Ci C03070C CU H 06 -| (4 SHEET NO: OF Vv Vv Vv F G a 1 J: \ 2 8 5 0 0 4 6 \ KA A 0 2 0 4 7 . d w g 1 D E G H A A A A A a ay oa = a rem als q Ll a 4 wat 3 CHAM LK PERCE C3 i Lifts 1 aby Es a (ll Ee ee eae, 2 ae 1 pa] ub \ eps H RO1-12A “| ms b gonih etn f “Ata \ ve Al 4 Ressssanasssasd ; a me | fond bagel i , i tnanans n y : AN bapa ee vo { Las ard | I aap een { TN fy x4 eo if pi ~f] "4 d dod cy d ‘ t MA aC | a a , EE sons bad) Eee) bod dondy See 4 . SA 50 0 50 100 e Li J Wt lt i Lett lt ies oe Bt To IE me: , SA A a a et oa = eeu, MORRIS AVENUE — is yo ‘ + — - +E Ferma nr H =e =r ASS SS eages z Rage 5 a 4 RE a aS oe ag : i a eee eee ry ses A Soe Z ei / fe L| | Larate. =] op Lyall tty] rot rd rill | PINTERCEPTOR a Ul} ' | | I. ‘i i Ai I wil a ie * fn cum nema wane eel “<_HORREYTH SHAFT. FOR | 8 | i LE o! SHORING LIMITS AND WORK pel an a 7 A TRY LIMITS AT SHAFT AREA Ita; Al isla Pabbe Aa SEE DWG C301. ar SPE 2 CaS (Wd! MORRIS/HOUSER JACKING - Oe! or SHAFT. FOR SHORING LIMITS : E : id \ AND WORK LIMITS AT SHAFT fan >! ? AREA SEE DWG C101 Zi, Le erie B\ 0 i P101 | P102 < | i | | | NOT15'19"E — a 466,54’ “| SE i Bh NN aS Ow ig © aa re) S | ra = 2 NOTES: Hy NS 1. CONTRACTOR REQUIRED TO COORDINATE UTILITY RELOCATIONS AT we pO SHAFT AREAS. oS Z SS ~ . CONSTRUCTION LIMITS IN STREET RIGHT OF WAY AND EASEMENTS SS = SHOWN IN DRAWINGS ARE PROVIDED FOR CONTRACTORS USE. IF we © CONTRACTOR REQUIRES ADDITIONAL STREET RIGHT OF WAY AND/OR & EASEMENTS, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL = ~ NECESSARY PERMITS AND EASEMENTS AND PAYING ALL HOUSER/BURNETT SHAFT. ASSOCIATED COSTS. 7 \\ | 4 WORK LIMITS AT SHAFT AREA . TWO FIBER OPTIC LINES ARE LOCATED ADJACENT TO WOOD FENCE. : SEE DWG C201 \ i CONTRACTOR SHALL AVOID EXCAVATION WITHIN 3 FEET OF THE ° —~ 4 i\\ i FIBER OPTIC LINE. CONTRACTOR SHALL COORDINATE EXACT LOCATION ome st in Dan os er falf See WITH THE FIBER OPTIC OWNERS. f NU 1 I Lm 1 Fessssiend i | denyggennnnd f I 1 aaa 1 1 I 4 I on | = pease i " _- _-— ee 1 | 1 — _ en > . * a oo) BURNETT AVE ne as =a a aaa eet ie + ze PRE mentors = oe 25 S eS ~ . - w " = ot ~ | Lao , tx [eo] C U = a a DESIGNED: : we : Z me “_ | DEPARTMENT OF NATURAL RESOURCES, |" fs EASTSIDE INTERCEPTOR SECTION(T °° ny g Tetra Tech/ KCM, Inc. DRAWN: SCALE: wi CAPACITY RESTORATION PROJECT 9%. [FILE NO: 3 1917 First Avenue LA we iS Seattle, Washington 98101 i RECOMMENDED: NOTED PROJ ECT P N ce” DRAWING NO: . 206-443-5300 Fax: 206-443-5372 SONTRNGT NO: King County AND KEY MAP G3 &£ APPROVED: ° No. REVISION BY |APP’D] DATE D C03070C me Old SHEET NO: OF | _ aa ze I Vv Vv Vv v vV Vv / A B D E F J: \ 2 8 3 0 0 4 6 \ KA A 0 2 0 2 7 . d w g 1= 1 A B Cc D A A A NOTES: 1. EXACT DIMENSIONS OF JACKING SHAFT TO BE DETERMINED BY CONTRACTOR TO SUIT JACKING NEEDS BUT KEPT WITHIN LIMITS SHOWN. 2. VERTICAL WALL COMPONENTS OF SHORING SYSTEM TO BE ENTIRELY CONTAINED WITHIN LIMITS SHOWN. DEVIATIONS FROM LIMITS MUST BE 5 APPROVED BY PROJECT REPRESENTATIVE. 3. TWO FIBER OPTIC LINES ARE LOCATED ADJACENT TO WOOD FENCE. CONTRACTOR SHALL AVOID EXCAVATING WITHIN 3 FEET OF THE FIBER j A OPTIC LINES. CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH Pt LO THE FIBER OPTIC OWNERS. oe Fs 4. CONTRACTOR SHALL REPLACE ALL REMOVED AND DAMAGED ASPHALT. e ZEAEER WORK SHALL CONFORM TO CITY OF RENTON STANDARDS FOR a - RESIDENTIAL STREETS. SEE DRAWING C7. we LSE NSTRUCTION 4 10 0 10 20 = ACCESS 5, REPAIR ALL DAMAGED CURBS, GUTTERS, SIDEWALKS AND DRIVEWAYS. — REPAIRS MUST CONFORM TO CITY OF RENTON STANDARDS. SEE GRAPHIC SCALE 1 =10 \ DRAWING C7. LX Qe AQ a . aN 17 2027.90_ KY E 129979882 4 7, CONTRACTOR TO ERECT 6’ HIGH SECURITY FENCE TOPPED WITH 3 cl WORLDCOM a STRANDS OF BARBED WIRE. FENCE AND GATES MUST BE CI WORLD A L SI >™. INSTALLED WITHIN WORK LIMIT BOUNDARIES. ALL POSTS SHALL WARE C al ie BE INSTALLED IN CONCRETE. POST LOCATIONS MUST BE Me! ae \ co = | COORDINATED WITH LOCAL UTILITIES. LOCATION AND CONFIGURATION ELK ©, \ ; ls OF FENCE SHALL BE DESIGNED TO MINIMIZE DISRUPTION TO | Tt #24 J TO CONTRACTOR'S ABILITY TO DO WORK IN AND AROUND SHAFT. ZEAE aa $I) FINAL FENCE LOCATION MUST BE APPROVED BY PROJECT ; ae XY \ J pee REPRESENTATIVE. FENCE AND GATES SHALL BE REMOVED AND POST ‘ , Ne OC vs , O ee Ct HOLES REPAIRED AT END OF PROJECT. UNIFORM SECURITY GUARD je Tf) EL ROTA 128 et | 4 MUST BE PRESENT AT ALL TIMES WHEN. GATES ARE UNLOCKED. RIO Ay mf 5 Ui SEE B/C | ogee \V ) 4 CAIN Y AA i | \y 4 \ oe SJ ' NN C 8. CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS FIBER/OPTIC C arvana OZ iM | z i TO ACCESS DRIVEWAYS AND TO ALLOW EMERGENCY VEHICLES IBER/OPTI fe “7 A i | - ACCESS WITHIN 150 FEET OF EACH HOME. BURIEL - Ad C _ : Unde , it ‘ << 4 9, FOR TESC REQUIREMENTS, SEE NOTES ON T1. x | a g 4 — | l- _ : \ MW i | a LEEBO’ | ia 2 eee a 3 ed » . . g 2 * a i L1— NOTE |.5 S / rf \ i ‘a ed an STARCOM ———— y ( ‘ \ | | SHORING th) Lt Lf _k yy A _ Baro EF a LIMITS SEE | CNA SA. FIBER /OPTIC CABLE NN L , 4 \- “ NOTE 2 [al ) URRIED > ‘ ° vant T t™ 7 J (4 60’ ROW! lh Lad a x i es SST] 1 (i (9 | Ppt t ao | 1-—|q > \ ee x i *H | i V/A ( 3 RA || a ‘ N oN Ty \ oe Sao IN | vip jp Mrs cOHSS ee of Ji ae | | is ee gee | | protect 7) / Th Byres [ Vy MAR BERN SEIT L~ 4 Le! / LIMITS —_ |} I PROPERTY. LINE pa - we 7 s y jUTLTIES / \. ~~ [- _— 4 Se oe } va 4 4 ~V, | NI L- — i A Po Fa \ , a T stREET! WIDTH spb _ \ 1 / oe! \ Lu/ Ey IF x \ a. x | % C | i] \ < ) ! | \ a Nees eek OS A eo ee || Po AAS ABA AAA \ i oO i \ x _ —_ \ aft BOARD — | | We — - oe ~ ! -- -- -— - OE WW FENCE ' ah | p=) a 2 “ pf “ : x \ \ \ = 7 dh] AA 5 (> ogy 4 . Fe ed ae OO eee ee ars: . RH SNE ayy AH = Sher es SSS SSS a ae i \ ; . - f ~~ S aaa ena Ee SE = =i . . a N is) S 5TH STREET\ ada i Lm \ Pat ~~ proving GATE [FORYTY nf ee ead 6) %% = ~ ~ \. CONSTRUGTION, ACCESS ry » a? . ae) a —— cz MORRIS/HOUSER JACKING SHAFT Or, io | a an \ AA , * ez T=10 : ‘ . . . a Ps o% DESIGNED: CHECKED: i DEPARTMENT OF NATURAL RESOURCES ULY >000 EASTSIDE INTERCEPTOR SECTION 1 CAPCITY RESTORATION Tetra Tech/ KCM, Inc. DRAWN: SCALE: ay CAPACITY RESTORATION PROJECT FILE NO: 1917 First Avenue : Saenle Weekinaion GAO (Te seSSWENTES SCHED , MORRIS/HOUSER JACKING | bem 206-443-5300 Fax: 206-443-5372 — CONTRACT NO: King County SHAFT SITE PLAN C101 No. REVISION BY |APP’D} DATE C03070C Cu-H o0- Lt SHEET NO: OF A B c D E F G H J: \ 2 8 3 0 0 4 6 \ KA A 0 2 0 2 8 . d w g A iY A NY an A = ergs — wT ' A. A A A ae , A \ Ch sOytRacTdR TO PROVIDE 7 An \ % YS SONSTRUCT \ , | JN We \ CONSTRUCTION ACCESS GATE \ NOTES on oy AY SA A \ \ A, | \ \ 3 \\ \ \ 1. EXACT DIMENSIONS OF SHAFT TO BE DETERMINED BY CONTRACTOR, | x \ \ BUT KEPT WITHIN LIMITS. “A | \ \ 2. VERTICAL WALL COMPONENTS OF SHORING SYSTEM TO BE ENTIRELY ; LAN CONTAINED WITHIN LIMITS SHOWN. LIMITS SHOWN ARE RELATIVE TO \ \ A ACTUAL POINT OF INTERSECTION WITH THE EXISTING INTERCEPTORS. * . & CONTRACTOR TO LOCATE ACTUAL POINT OF INTERSECTION BY . \o\ POTHOLING OR OTHER SUITABLE MEANS PROIR TO INSTALLATION §s \) \ “6 L490 0 10 20 OF SHAFT FOR RETRIEVAL OF MACHINE AND STRUCTURE | \ \\ ON CONSTRUCTION. DEVIATIONS FROM LIMITS MUST BE APPROVED BY }} CONSTRUCTION\ \\ \ GRAPHIC SCALE 1”=10" PROJECT REPRESENTATIVE. he EASEMENT >Y 3. TWO FIBER OPTIC LINES ARE LOCATED ADJACENT TO WORK AREA. — Me . CONTRACTOR SHALL AVOID EXCAVATING WITHIN 3 FEET OF THE Yi FIBER OPTIC LINE. CONTRACTOR SHALL COORDINATE EXACT LOCATION 4 WITH THE FIBER OPTIC OWNERS. — 4, CONTRACTOR SHALL REPLACE ALL REMOVED AND DAMAGED ASPHALT. WORK SHALL CONFORM TO CITY OF RENTON STANDARDS FOR RESIDENTIAL STREETS. SEE DRAWING C7. 5, REPAIR ALL DAMAGED CURBS, GUTTERS, SIDEWALKS AND DRIVEWAYS. REPAIRS MUST CONFORM TO CITY OF RENTON STANDARDS, SEE DRAWING C7. NOTE 8 _ ae ol /- ~ ae ae ; oe [ Sams Sg / Bf .\ f \\\ WE\ {. = 7. CONTRACTOR TO ERECT 6’ HIGH SECURITY FENCE TOPPED WITH 3 ] a _ afer tl Ng ed - A \\ U2 OY , my STRANDS OF BARBED WIRE. FENCE AND GATES MUST BE a E201 154 WA iS VN y eS INSTALLED WITHIN WORK LIMIT BOUNDARIES, ALL _ OTE 7 tix ABIEU CATIONS , Qe & POSTS SHALL BE INSTALLED IN CONCRETE. POST LOCATIONS st ee | Yolo » eacf(chalED IN) rOAN RUCTURE VY, & we & MUST BE COORDINATED WITH LOCAL UTILITIES. LOCATION AG, Be 4 GASCpRALED IN) TON EENS201 (7 \ we | AND CONFIGURATION OF FENCE SHALL BE DESIGNED IN G G G G LIM \ | \ Ne TO MINIMIZE DISRUPTION TO CONTRACTOR’S ABILITY TO DO WORK Ss_| Ke \ \ \ \ AND AROUND SHAFT, FINAL FENCE LOCATION MUST BE APPROVED — NOTE 1 _ We} \ & eh \ hy ; BY PROJECT REPRESENTATIVE. FENCE AND GATES SHALL BE 7 . = - = aT 7 . 7 a = te Ids Sa * = - REMOVED AND POST HOLES REPAIRED AT END OF PROJECT. a \ | ' ZN UNIFORM SECURITY GUARD MUST BE PRESENT AT ALL TIMES BURNETT AVE S ENON ED: SHORING a aa S* \ WHEN GATES ARE UNLOCKED. a fo G s7]|_ UNKNOWN. SEE NOTE 17 OANA \ 8, CONTRACTOR SHALL MAINTAIN. ACCESS FOR LOCAL RESIDENTS _-emliniie imei boar eaaieenaeEr Se VY Seis ie epilontiedeaa Ra oars zs 7 7 = ee ene SE a a - : u 4 a SN ‘ Cc " a TON \ \ — TO ACCESS DRIVEWAYS AND TO ALLOW EMERGENCY VEHICLES Mo NoTE 10 " | , ni * Sh (ia | Loa FS\\ \ \7. ACCESS WITHIN 150 FEET OF EACH HOME. ; aay \ | \ X35 m7 ara CONTRACTOR qo-ero aE | LIN / y Ee. ma \-' \ an 9. FOR TESC REQUIREMENTS, SEE NOTES ON T1. | CONSTRUCTION ACCESS GATE a NOTE 2 yo | \ oO . =) / 2% > \ \ “10. TREES TO BE PROTECTED. eee : FY OF \ 4 11. ABANDONED SHORING WAS USED DURING THE INITIAL CONSTRUCTION — Jo _ x OF THE ESI, THE SHORING CONSIST OF 0.25 TO 0.50 INCH THICK —— __ __ y Dir YK O\ SHEET PILES. LOCATION, DEPTH AND CONDITION OF ABANDON SHORING FO WINE \ IS UNKNOWN. CONTRACTOR IS RESPONSIBLE FOR ALL COST WORK i ff : aN “OSEE NOTED \ ASSOCIATED WITH REMOVING OR CUTTING SHORING TO THE EXTENT yo LIMITS <i | : i . ; DM \ / Fy Nn \ REQUIRED TO SAFELY CONSTRUCT THE BIFURCATION STRUCTURE. i \ 4 iad fo \ \ G ) Pa KO aw / \ LEGEND: ae L Nex eo C202 (FOR BNSF EASEMENT \ “SMODIFIGATJONS\ TO DINNER T IN \ —_ _- — = . PEDESTRIAN\ \ ACCESS ME \ YN v ANA c XO Yor \ < . ae _ | Sy \ — Hot “— CONTRACTOR“TO. PROVIPES. —_ | L+ NOTE 10 { | CONSTRUCTION ACCESS GM SS Ox we eee ~ - SSSoposs a kl - \—— - - =o — — 2 ke os “ 2 2 CONTRACTOR TO PROVIDE 560.02’ , CONTRACTOR’ TO-PROVIDE-——-—-__— ™~ OULU LZ . | : t aa=St EET 7 WwW D —- CONPTRUCTION. ACCESS GATE, : Dp — D— CONSTRUCTION -ACCESS--GATE- D | Cy bg j ae \ oN = ee _ | | eel oN z mm xr co) 2} *S w) Sy ; Oo] VS HOUSER/BURNETT RECEIVING SHAFT =i 1” =10’ C | P as Re a a a ee “ee | DEPARTMENT OF NATURAL RESOURCES =f EASTSIDE INTERCEPTOR SECTION 1 Tetra Tech/KCM, Inc. DRAWN: SCALE: ny CAPACITY RESTORATION PROJECT FILE NO: ; PAB 7 First Avenue Seattle, Washington 28101 [Fe ea wore HOUSER/BURNETT RECEIVING mcm 206-443-5300 Fax: 206-443-5372 CONTRACT NO: King County SHAI SITE PLAN C201 APPROVED: REVISION BY |APP’D| DATE C03070C CUL-H-& |14 SHEET NO: OF Vv Vv v Vv Vv Vv Vv 15 1 Cc D E F G H A A A A A A A NOTES: 1, EXACT DIMENSIONS OF SHAFT TO BE DETERMINED BY CONTRACTOR, 6. CONTRACTOR TO ERECT 6’ HIGH SECURITY FENCE TOPPED WITH BUT KEPT WITHIN LIMITS.. 3 STRANDS OF BARBED WIRE, FENCE AND GATES MUST BE 2. VERTICAL WALL COMPONENTS OF SHORING SYSTEM TO BE_ ENTIRELY SE aE COURDINRIE WE WOGAL Unies, -ocmon ‘ MUST BE COORDINATE WITH LOCAL UTILITIES. LOCATION CONTAINED WITHIN LIMITS SHOWN. LIMITS SHOWN ARE RELATIVE TO AND CONFIGURATION OF FENCE SHALL BE DESIGNED IN AND ACTUAL POINT OF INTERSECTION WITH THE EXISTING INTERCEPTOR. AROUND SHAFT TO MINIMIZE DISRUPTION TO CONTRACTOR'S COE RUS Oe OM GEE EUMESUE HONG DRIUE ES IKOSELLETOR GF ABILITY TO DO WORK. FINAL FENCE LOCATION MUST BE APPROVED ee eit r PRESENTATIVE. FENCE AND GATES SHALL BE OC a) \ | SHAFT FOR RETRIEVAL OF MACHINE AND STRUCTURE CONSTRUCTION. BY PROJECT RE 20 | | | DEVIATIONS FROM LIMITS MUST BE APPROVED BY PROJECT REMOVED AND POST HOLES REPAIRED AT END OF PROJECT. my t be /\ \ . REPRESENTATIVE. UNIFORM SECURITY GUARD MUST BE PRESENT AT ALL TIMES ay | © J \ WHEN GATES ARE UNLOCKED. THE PORTION OF SECURITY FENCING pyr | _t fi © 3. CONTRACTOR SHALL REPLACE ALL REMOVED AND DAMAGED ASPHALT. IN THE 7TH STREET RIGHT OF WAY SHALL BE REMOVABLE AND Plol. — WORK SHALL CONFORM WITH CITY OF RENTON STANDARDS FOR ONLY USED DURING CONSTRUCTION OF RECEIVING SHAFT, yi Y me ) V/V | “RESIDENTIAL STREETS. SEE DRAWING C7, RETRIVAL OF THE MACHINE, AND CONSTRUCTION OF THE , A LI@ Ay | / Vv | o JUNCTION STRUCTURE. wii L pe) / 4. REPAIR ALL DAMAGED CURBS, GUTTERS, SIDEWALKS AND DRIVEWAYS. -_ “ PO / \ a“ REPAIRS MUST CONFORM TO CITY OF RENTON STANDARDS. SEE 7. CONTRACTOR SHALL MAINTAIN A 12’ LANE ON 7TH STREET AT ALL 4 WOOD yy \ DRAWING C7. TIMES. CONTRACTOR SHALL ALSO MAINTAIN A 10° LIMITED ACCESS Sune . hood 7 CONNECTION BETWEEN S 7TH STREET AND MORRIS AVE AT ALL FENCE \ ] = | we TIMES FOR EMERGENCY VEHICLES ONLY. a \ , Lu moO || | , 8. FOR TESC REQUIREMENTS, SEE NOTES ON 71. \ Z LL n y 9. ABANDON SHORING WAS USED DURING THE INITIAL CONSTRUCTION Y i ’ OF THE ESI. THE SHORING CONSIST OF 0.25 TO 0.50 INCH THICK - | - _ | / SHEET PILES. LOCATION, AND CONDITION OF ABANDON SHORING |S fy YN = | r UNKNOWN. CONTRACTOR IS RESPONSIBLE FOR ALL, COSTS . ; I KANNAN - ASSOCIATED WITH REMOVING OR CUTTING SHORING! TO THE EXTENT A | ne 4 \ “ o = | 1 \ y J L 4 REQUIRED, TO SAFELY CONSTRUCT THE BIFURCATION STRUCTURE. \ \ \ \\\4 (| (Rss 5 AM \ : \ \ | ™ ye \ K NX \ \ \ . ” I et 3 \ 2 \ | | 1 \ \\ / a RAM \ i : SS \ | | \ \ | ep) me 2 ee \ a oped ~ ta } a . __| | \ \ \ ie See _ a —— \ “\y co fe aan LY Se a \ LYNN \ ii] - Cay | \ Re eer ——e | Oo Te _ ; o\ N_1175B ( akon el \ ir © NS \ jf \ | | i — ee —— <— Bs, i Ae ce Ho | E 1299 ee ‘ \ Z \ \ | <b. . | [occas | ree NN / \ \ ~~ “ ont A yy 4 LS Lea) . i i a! fl / SHORING — ! a, — os STS +LIMITS | _ | NN / / [Note 2 ae | / i | —_— wenn! a x HP 2 | oe ; | , : | Fert de - <7 | | GD \ a G> ——_ oe | SEE NOTE 7 |i - T = ier _— ay ate a ee — } f NON eet Pt ee eee ccm, eg clench i es 0) ee __L CC \ | ~~ fy: ——*! x> x x! x x x —~y 7 x ae x x - _ —x — yj — ~ rr re py - ) » oe — x : N 7 ; = ' ae ny _ ; RE ye f | xy | EWATER, | | | | — Bf ty} CONCRETE CURBI / _ y © > \yo roo W a a ll W W +> ICONTFRACTOR-SHALL-PROWDE——— tt W W— ee . | ) | ‘a cease meee nal ie. ‘a \ Cc y<_|_ CONSTRUCTION ACCESS GATE __ 9 C if in | C at C- _ tty i 3 2 ne Sele ‘7 47. \ ) a Sr iN V2 =~ a - ; 2. ——— oa = Lu 3 Li | : lala vi | ee tS: Fat a - = —-— — - = Y = = os a -+ = ee + — = a | =z» i as CCl = | pie =< = L Jat a 4D: Ce A . . _ oe o> WORK L _ _ ©. we ewe Beers on eee Ml pn ee : 4 _ =e / LIMITS 3 | aT A779 | : | in J UNCTION WA MHRO1—12A RR \ j mn we " | ; / od a oT LE Lag boo \ ' =| STRUCTURE dine =u a ee S - oO | SEE) S301—~E— x ey ey SBS ee ea eae at—— S 4 Si <6 ee c hie | ta \ 8” SANITARY] SEWER 7 j | ; ™ / po ~ a — — IS LD to | . in, Via NOTE 3 ARIZ SO MORRIS AVE § | i | \/ a meETE CURR < 55 1 | | ty i ie Oy # ——— CONCRE! EF CU = = i ‘s OONED J a i= oe _ : cS pitts I jail as 4 sii ee ee ee ee a a ee ee ee - f aaa aaa a <a rears Terres meer emn ceamansarmeeecneme cane : ; a a = anne an im aie = Sa cect ee ance pened \ CATION Y “A Loe Ed = Ed wal oe A — 8 : ae ft —-t- th a | /AND. EXTENT “a ) | ee ee eee eee ya 2 | | UNKNOWN. yx 2A nore 4 [oo eee GaN ON _ as » if | /NOTE 9 i Tee | a y ff —_ ~y ra NX aa a aaa t oa } in| —H Gee = 1 | | | ' [ ¢ ae aia \ \ | [ an ao : a 4 | \ be ee _ co ~~ 7-7 7 _— - : _- _— _— an Sse. <—S — oF = = 7 = 7 = “Ty { in | LL \ yi A | \ t | ia N, ae | “Se i" | y {| + ee _- | i : LY | = m~ fl op Le i ay a, an / t a) / es a i eo | po 4 A / Se ae: ae poet | ee oof ( we ‘ foci a Py ae Ma, {| — fe —-) \ \ | ae wos Z / Ste TO Lo ge gl Li so 1H || STREET _wiDTH 36” I | a — L — | ox Ltt = | 7 i — — aN \ CN NON YANN \ “A S eX NNN NN ‘ . p eS ‘ i “ ; | 2 , “ 60’, ROW rss » 2 | A } | 7 > 4 , r Al Ay | | DVN VIVANT | | eT || wy | | = Co \ .. | ; og 5 yl ; Be i va i . = <4 | & i 10 0 10 20 OFS oe oo < | MORRIS/7TH RECEIVING SHAFT 30 / \ > ‘ | wa 17=10’ GRAPHIC SCALE 7" = 10? rx ——- _ Oo / mM | | | ‘a Re / AB | | va HS i \ x = “~ DEPARTMENT OF NATURAL RESOURCES = [|e EASTSIDE INTERCEPTOR SECTION 1 8 Tetra Tech/ KCM, Inc. DRAWN: SCALE: CAPACITY RESTORATION PROJECT FILE NO: 3 PAB Se 1917 First Avenue / S Seattle, Washington 98101 (Te RECOMMENDED: NOTED M @) R R | S 7TH R EC EIV| N G DRAWING NO: 8 206-443-5300 Fax: 206-443-5372 TEPROED: GONTRAGT NO! King County SHAFT SITE PLAN C301 F No. REVISION BY |APP’D] DATE C03070C SHEET NO: OF | Vv Vv Vv Vv v Vv ~ A v B Cc D E F G CU--00- IE H F3 - 18 T 2 3 N R5 E W 1/ 2 / L f i 7 I M \ \ i_ | \ Vv T t t | | i ea t s | R - 1 a <o | |} — — - - - - - - + - — 3 iS ~ Co co -> S S a oe i | ee J} L SW 19 t h st . 7) . | \ 1 ) i) | co yy ) " ZA Ww y . SW 2 t s t St . \ (C O s iw | SW 23 r d St : | =e — —= p | Le | | — : - st | SW 27 t h St . J SW 27 t h St . ie \ J IM | | sw 29 t h Sh ( : na y | TH th St _ sw sa t h st . ) sw sa t h su i \) ~ | IL = IH / y, 7 7 S > <j oO Y i= ! IL = 3 9 t h S t . I M . CA| E Valley[Rd. Sh ) IL | = ™M re - IM | sw di s t Bt . GA C A Lake St. S 7M A ASU NETL OF x N i a u e , Z O N I N G P / B / P W T E C H N I C A L S E R V I C E S 1 2 / 0 2 / 9 9 13 - 3 1 T 2 3 N R S E W V / 2 E X M I P I T 5 , % 29 0 . Ap ° 1: 4 8 0 0 H3 0 T 2 3 N R 5 E W 1 / 2 d u - H- O 0 - T h t