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HomeMy WebLinkAboutLUA77-102 - Large Format 5 cs | TA L B O T CR E S T DR I V E S| i i } | a , ‘ < q x33 C \ eee | \ ate, i | oh i\ tae | ef | go ie AN | - - : | Ve aa ‘\ | 75 \ ee eh eth : < | 1 | | } { A Ds Ge ial \ ; a > 4 = a { Bet S| ee ce | 3 | erp 0) | Mares Btu eee \ @ \ A Sse” - . aM VICTORIA PARK. | Perericr mae? = J . ee \ Ye ’ w@ oY i | \ | | ; — mn S. ‘4 NO. 4 | | \baa ie : | { oS \ 3 Ce Ne Bee | | i | | ; sei Nees peas ‘ =} | ' : ne AN ae ; | | x Van » ® sh j | 5 LY oo ae = \ | } | | % iss ; Sa > ‘ ey . pf n | i e y > : 1 1 YN j | ' \ \ : &y us < \, 1 / i i \ > . ol / S | 8 ae MN BS i 1 ne, Xx 1 f 4 | : / Ye \ a Bs j | SZ. Wer Sa / 5 \ << —_ 7. - 4 t pe ie : oe ( : ESS oat | | wo DS 3 \ VICINITY MAP | t \ 2 : 0 iz 14 es 2 i Nee (=: H a / pis aN oe eee : nl | <& - | Paes \ \ ye MILES \ 6 wv . ee. si : , & Sh ss PEIN ION i \ I ~ \ i Be i ae +4 a | Ars { Re: \ = % e \ , e \ _ LEGEND : — — SANITARY SEWER =, ea SR SNES NER ERY NEES INANE ERE ES secenpuseironst BC EET AN NONE ESE ESL SRE RINE A ESC LT LLC E I N E —-—o— — SET RAY ve ~ RECEIVED Fett Pe Pree Sie ——1 . nn re | APPROVED BY: j | pees Ed ee sad ON <3 keel NS Oe -- STORM DRAINAGE INLET ‘OR CATCH BASIN --~-— WATER MAIN LINE _ FIRE HYDRANT ASSEMBLY SANITARY SEWER MANHOLE OR STORM DRAINAGE MANHOLE STORM DRAIN STORM DRAINAGE STRUCTURE WITH OIL. SEPARATOR ky 6 eee GATE VALVE Wing pee BD: ASSOCIATES INC a | ENGINEERS > PLANNERS — ene Seren ne a Se ROPES ren en ame eT CITY OF RENTON HEARING EXAMINER NEC 2 01978 AM PM F819 110111211 1213141516 } Gy, LTENMEINO. FE /0k- 77 ae oearee ne sian JOINT VENTURES INC. VICTORIA PARK 4 COMPOSITE UTILITY PLAN — deliaaienhdameniaene > aa ambaddiadenetaaieneenentaamndaendeamsaamammnaaniaarneaes aa b\ © econ 1102 No, 800-003. SEPT; 1977 * Ve 100" ‘ fF NO.# : i PPD! Oo, ne nt Ne ee ee ee e | | (p e c a n a SE NS GA a EN HE F MR S A CR O R E ne MA E S RU N S AE R PC N TC E LE R RE A R os e SA T U S ER E N T SP LE RN PR E S RE S T E N O S I S RR R RR RA N RE NE P AR TO RE RR MR NE Be RR O re c e s s on e ar m a me e t en n a AR E S IE A SS R EI B I AN I A OT E EL E N PN ~ PM 111421112:3541516 RECEIVED _ CITY OF RENTON NEC 2 01978 oF ine came cunn aadE ER aes RS HEARING EXAMINER iS Ww \, aS 2 | Ss : \ ia ge ee Ye] oa © Se ; i | zr ee aS ao Fa d © = : \ SEL z z = i 2 | f < OR s 5 = oO ee | i S z se Is T a | i a c fo n : H | : _ ie eG H | : i — i t S gS ey i <] Zz La t al — i § (S ) t i | re s B to i <— t - Df ] =} rt ) is a { =. j eo s 3 | fe ) or Se fi o m i 43 2 Ci t ew | | : oa <8 > fe t O EF i | Su e s iG wa a ra ri s W 5 (v a ) be s § ‘ — _— | TH I S ’ 1 SA V Hi 0 O } <f z a &a ai ae ca e l On - i ol g e e ad a <i eS : i ax e d eS ) = =o = 7) f: Oo ? + = o. 6. 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Ne Sa g ee 1 % } ae Be g s ro oo e Be s pe e | : Pe ve “ be Be ~ bi g | Pr i e n . ea t s x, et e ! ss : we / | | : \ Le ve we | 3, | = | | je ay a y i ! ; a | / 2 A A | 1 | = : ; ae Z Bo e en ee s ; . / fe we " } i : : he a | é ! BS N PB S IS O N j : Sy | i 7 1 bi i | t i i { t t L : i | a oe : | H | | | i } | } oO eS (S ) SHAT TUCK Be MNS ROR CITE AS EERE ON MON SLE NO PINE AEN ES IE RR TSN DETTE AINE I SECON RTOS RBS Se pe RR DAS REE IRN SEE TI ~N ceepnone aN PER ONLI oe og e e Po i s e at 7s se 7 | = i SE E oa t . NO O N EL Ss = q [S SA N G 1S 3 Y ¥ 9 Lo s tv L as e me e Se e Ae an | | | | | LAND SURVEYOR: OWNER: DEVELOPER: TOTAL ACREAGE: NUMBER OF LOTS: PRESENT ZONE CLASS: PROPOSED USE: SEWAGE DISPOSAL: SOURCE OF WATER: SCHOOL DISTRICT: TA L B O T CR E S T DR I V E Si HARSTAD ASSOCIATES, INC. JEFFREY R. HARSTAD 1319 DEXTER AVENUE NORTH SEATTLE, WASHINGTON 98109 TELEPHONE: 285-1912 JOINT VENTURES, INC. POST OFFICE BOX 1018 AUBURN, WASHINGTON 98002 JOINT VENTURES, INC. POST OFFICE BOX 1018 AUBURN, WASHINGTON 98002 28.5+ ACRES 79 SR-1 SINGLE FAMILY RESIDENTIAL (7,500 SQ. FT.) SINGLE FAMILY RESIDENTIAL CITY OF RENTON CITY OF RENTON RENTON SCHOOL DISTRICT NO, 403 SHATTUCK CT. S. \ S\ 31ST LEGAL DESCRIPTION That portion of the northwest quarter of Section 29 and of the northeast quarter of Section 30, Township 23 North Range 5 East, W.M., in King County, Washington, described as follows: Beginning at the quarter corner common to Sections 29 and 30; thence North 89°16'31'' East along the south line of said northwest quarter of Section 29, right-of-way; thence North 19°58'29"' West along said'west line 2,190.70 feet point is South 01°41'07'' West, 583.01 feet from the northwest corner thereof; thence South 01°41'07'' West along the séction line common to Sections 29 and 30, a distance of 80.26 feet to the southeast corner of the northeast quarter of the northeast quarter of the northeast quarter of Section 30; thence North thereof; thence South 01°43'11'' West along the southerly prolongation.of the west line of said northeast quarter of the northeast quarter of the northeast “North 43°16'49' West, 288.04 feet to the east line of the John Longston Road No. 80 (Talbot Road); thence southerly along said east line 2,004.21 feet to the south line of said northeast quarter; thence South 89°38'39" East, 1,148.10 feet to the point of beginning; EXCEPT that portion thereof con- tained in the Plats of Victoria Park No. 1, No. 2 and No. 3, as recorded in Volume 83 of Plats, pages 28, 29, 43 and 44, records of King County, Washington; ALSO, that portion of the northeast quarter of Section 30, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the most southerly corner of Lot 3, Victoria Park No. 2, according to plat recorded in Volume 83 of Plats, page 29, in King County, Washington; thence North 23°25! 46" West, 80.00 feet along the westerly line of said Lot 3; thence North 22°10'00'' West, 142.35 feet; thence North 30°16'44"' West, 20.00 feet; thence North 38°08'24"' West; 62.40 feet; thence North 51°39'22'' West, 70.08 feet; thence North 45°30'26'' West, 85.55 feet; thence North 33°13'45'' West, 35.55 feet; thence South 53°33'09'' West, 89.07 feet; thence along a curve to the right having a radius of 45 feet, the center of which bears South 53°33'09'' West, an arc distance of 28.25 feet; thence North 89°31'18'' East, 47.31 feet; thence South 32°44'58" East, 417.18 feet; thence North 62°46'32'' East, 63.68 feet to tHe point of beginning. Containing 28.45 acres, more or less. S . 3/ ee 809.30 feet to the west line of Puget Sound Power and Light Company's 100-foot to a point of intersection with the west line of said northwest quarter,. which 89°53'41"' West along the south line thereof, 665.12 feet to the southwest corner quarter, 180 feet; thence North 88°16'49'' West, 450.00 feet to a point; thence S.E SW. 23RD CT. VICTORIA PARK NO. 4 IGOTH_ST. S.E. I68TH ST. il AV E . SW . 7 ST E V E N S TALBOT HILL PARK TA L B O T CR E S T OR . D Q fo} a \ a a A \e \ %, a VICTORIA PARK. | | Mad 5 IO O T H AV ‘Le NO. 4 VICINITY MA i 1A P 2 MILES 60' RIGHT-OF-WAY 50' RIGHT-OF-WAY 3] 5" 31-6706" 32' TO 36! Gye) -6" gt | 3s SIDE-|2 18.5' FOR 60' R/W |, 16.5' FOR 50' R/W JIS | SIDE- WALK |S | = a| WALK Za ze ae ! ae awn an 2% SLOP. 2% SLOPE | 2% 2%, SLOPE ce SLOPE %, SLOPE = PE 2A" oa CURB AND GUTTER 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE ls" MIN, COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 235" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE TYPICAL STREET CROSS SECTION NT.S RECEIVED CITY OF RENTON HEARING EXAMINER DEF 2 01978 9 P 781911018211 1213141556 4 EXHIBIT NO. 2 ITEM NO. 4222-77 4 OE FA Ns I : TY OF RENTON FIRE DISTRICT ] : TELEPHONE? ° PACIFIC NORTHWEST BELL aK | H 4 APPROVED BY: | JOINT VENTURES INC. DATE - POWER SOURCE: PUGET SOUND POWER AND LIGHT as yan fos a __| SCALE NATURAL GAS: WASHINGTON NATURAL GAS ; DRAWING BY spscidatlie C ‘| PROJECT ENGINEER ~ DATE : RES Gye | i o ™ a. a, HARSTAD ASSOCIATES INC VICTORIA PARK NO. 4 18% r CHIEF ENGINEER DATE ENGINEERS - PLANNE® ; ‘ | i SHEET OF. BRIN _AA Fy VICTORIA PARK NO. 4 LEGAL DESCRIPTION TA L B O T CR E S T DR I V E S} SHATTUCK CT. S. XN — S. 26TH ST. That portion of the northwest quarter of Section 29 and of the northeast 4 quarter of Section 30, Township 23 North Range 5 East, W.M., in King County, Washington, described as follows: Beginning at the quarter corner common to Sections 29 and 30; thence North 89°16'31'' East along the south line of said northwest quarter of Section 29, 809.30 feet to the west line.of Puget Sound Power and Light Company's 100-foot right-of-way; thence North 19°58'29'' West along said'west line 2,190.70 feet to a point of intersection with the west line of said northwest quarter,.which | point is South 01°41'07'' West, 583.01 feet from the northwest corner thereof; Sw. 23R0 CT. __| thence South 01°41]'07'' West along the séction line common to Sections 29 and 3 P TAUBoT 30, a distance of 80.26 feet to the southeast corner of the northeast quarter of the northeast quarter of the northeast quarter of Section 30; thence North 89°53'41'' West along the south line thereof, 665.12 feet to the southwest corner thereof; thence South 01°43'11'' West along the southerly prolongation of the west line of said northeast quarter of the northeast quarter of the northeast quarter, 180 feet; thence North 88°16'49'' West, 450.00 feet to a point; thence North 43°16'49'' West, 288.04 feet to the east line of the John Longston Road No. 80 (Talbot Road); thence southerly along said east line 2,004.21 feet 12 . Ey ~~ , TA L B O T C i = to the south line of said northeast quarter; thence South 89°38'39"' East, ‘ is 1,148.10 feet to the point of beginning; EXCEPT that portion thereof con- : ) Ne tained in the Plats of Victoria Park No. 1, No. 2 and No. 3, as recorded S.E. I68TH ST. VICTORIA PARK. in Volume 83 of Plats, pages 28, 29, 43 and 44, records of King County, \q! —e NO. 4 Washington; ALSO, that portion of the northeast quarter of Section 30, oe Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the most southerly corner of Lot 3, Victoria Park No. 2, according to plat recorded in Volume 83 of Plats, page 29, in King County, Washington; thence North 23°25! 46" West, 80.00 feet along the westerly line of said Lot 3; thence North 22°10'00!'! West, 142.35 feet; thence North 30°16'44"' West, 20.00 feet; thence North 38°08'24'' West; 62.40 feet; thence North 51°39'22'' West, 70.08 feet; thence North 45°30'26"' West, 85.55 feet; thence North 33°13'45'' West, 35.55 feet; thence South 53°33'09'' West, 89.07 feet; thence along a curve to the right having a radius of 45 feet, the center of which bears South 53°33'09'' West, an arc distance of 28.25 feet; thence North 89°31'18' East, 47.31 feet; thence South 32°44'58" East, 417.18 feet; thence North 62°46'32'' East, 63.68 feet to tHe point of beginning. Containing 28.45 acres, more or less. EVERETT STARK s. W . | fa ST E V E N S AV E . IO O T H AV z ed Ve if2 — VICINITY MAP MILES 60' RIGHT-OF-WAY 50' RIGHT-OF-WAY Se SY Sse e 32' TO 36! 6"43'-6" 5! | 3! SIDE-|2 18.5' FOR 60' R/W |. 16.5' FOR 50' R/W |S | SIDE- WALK |5 | = | WALK aa 22 LAND, SURVEYOR: HARSTAD ASSOCIATES, INC. ar aU JEFFREY R. HARSTAD | 1319 DEXTER AVENUE NORTH 2% SLOP. 2%, SLOPE 2% SLOPE 2% SLOPE SEATTLE, WASHINGTON 98109 =| TELEPHONE: 285-1912 =y | peeNety TYPE BAS i) tpnu ‘ OWNER: JOINT VENTURES, INC. 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE CITY OF RENT , POST OFFICE BOX 1018 CURB AND GUTTER Ls" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE ane EEG AUBURN, pu@@titieTon. 98002 23" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE DEP 201978 ne PM DEVELOPER: JOINT VENTURES, INC. _ POST OFFICE 60x 1018 TYPICAL STREET CROSS SECTION eB mn paaGan te AUBURN, WASHINGTON 98002 wee 4 TOTAL ACREAGE: 28.5+ ACRES NUMBER OF LOTS: 79 i PRESENT ZONE CLASS: SR-1 SINGLE FAMILY RESIDENTIAL WET 2 (7,500 SQ. FT.) g ; a XHIBIT NO, 2 PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWAGE DISPOSAL: CITY OF RENTON yd . ; ITEM NO. Lh. Ps ae SOURCE OF WATER: CITY OF RENTON . xo 4 as SCHOOL DISTRICT: | RENTON SCHOOL DISTRICT NO. 403 a LY fn coal ps ge FIRE DISTRICT: CITY OF RENTON FIRE DISTRICT f ye © | : ° Pi | oe a Co TELEPHONE: PACIFIC NORTHWEST BELL FS | j KO, APPROVED BY: JOINT VENTURES INC. - POWER SOURCE: PUGET SOUND POWER AND LIGHT | i 2 9/f) _ NATURAL GAS: WASHINGTON NATURAL GAS a) Pa ‘ ‘ PROJECT ENGINEER ~ DATE veeybelt 5 ae t } Z j io — HARSTAD ASSOCIATES INC VICTORIA PARK NO. 4 18 hh a : ZHIEF- ENGINEER ~~~ DATE eS rigieeemnn pa 105 wepocesiaas R=2895.00! 2e1.631_— 259.92" =r ae a9, 31.07! n See bs y_05°25'33" W 90.00 ; a ee 75.15" <0 75.15 3 foe ee Pad 115 Yo ee ae Lr ah : ele 10263 iS 2 —_____—=3 i 1 9514 Sic ca ae h = ei Of AY : = 2 4 Sy 85 Pi me vy Rs i mo we le / Gj A é SO Aes A 72.315 65.83! 9.19 ae of 8 ee Ke \32 Ss k WHITWOORTH AVE.S. Pos. 122.38" 50195200" 138 18 as ee \ Ko 7 a song, — eat “47.83 | 90.3 < Ye, ein | c a Cars te 2h ae sod 7. Zs | El SD 2 83! | pool . 0,2 5-3 \ R=20.00! \ R=20.00 a ae eS S 2 age 50 ssi WVS 8736 a) wn s 8624 S ‘ep, ae 140, % | a ee aia = ONS S | = i > a: Sm 2 oe? ae E ae N 01°52'00" W f ae 3s 106.14" “ XS 85.00' =i 2. Za al 2 a iS os | S 8668 a\n | . = se iy 7996 -| t 8 ) font be “o3 $1 00 +—— e NG iF a yW/01°52'00" W = ei 125.00' 5 5 0a°se 31" iy O | mo 07.79! a %9 & | 3 = 220.00! R=20.00'_7 | a 8770 8067 16,12) “2 - o> yg 9 Ss | oe f rn ‘ Ory N 252 OL S Ln N 04°55 13h & N o1 = IS pA 75.00 109.62) é . ' - : . 34.62 < x 3 Sy ) : 2 f J 2 a So = ‘ 101 ‘ ; 5.07 0143 2 165 e a = Be ies fae = ee ee OK ; ee —_—— (Ze) al z 418]. wae & _ (2 O|r N al KK © v Qe a ee S NS . S fey D> 8553 & ~ SS GK? 4 Ksfo” 12°28 109, iP 5. O77 £ 40° See lu Eee) 12884 ay ian ied fod $oo a S150 Sh rm} CO ey Fak Who fo > ie} = 40 ‘fs S 00°28'42" E |L— = 87.00! 50.00' 37 00" |_ 60 Le \ aa < le Telcos, ots als oe NI Ea = > & Rey OF RE actly “O ‘ z NOV 15 1977 SHEET 6 OF 6 PP./ND-97 LAND SURVEYOR: OWNER: DEVELOPER: VICTORIA PARK NO. 4 SECTIONS 296830, TWR 23 N,R.5 EE, WM. PRELIMINARY KING COUNTY, WASHINGTON Pay | sw. 23RD CT. aw. 23RD CT. IGOTH_ST. T CR E S T OR . a TA L S mn VICTORIA PARK NO.4 AV E . _S ST E V E N S | | eel VICINITY MAP ° i& 4 3/8 2 MILES 60' RIGHT- oe WAY bess“ E 50" aera em Ante 2 gs Sot 32 AES OE Bea Toc Hee istpE- £ 18.5' FOR 60' R/W | 16.5" FOR 50’ R/W_JIe |SIDE- WALK eal IE o| WALK Eas | ies aH ; jaa PALI 2%, SLOPE % SLOPE y cs a aes Ce . ai E 7; Z F = TYPE "A" : CURB AND GUTTER 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE HARSTAD ASSOCIATES, INC. JEFFREY R. HARSTAD 1319 DEXTER AVENUE NORTH SEATTLE, WASHINGTON 98109 TELEPHONE: 285-1912 JOINT VENTURES INC P.O. BOX 1018 AUBURN, WASHINGTON 98002 JOINT VENTURES INC P.O. BOX 1018 AUBURN, WASHINGTON 98002 ax 135" MIN. — 21" MIN, COMPACTED DEPTH CRUSHED SURFACING TOP COURSE COMPACTED DEPTH CRUSHED SURFACING BASE COURSE TYPICAL STREET CROSS SECTION Nel Se TOTAL ACREAGE: 6.4 NUMBER OF LOTS: 79 PRESENT ZONE CLASS: SR-1 SINGLE FAMILY RESIDENTIAL (7500 SQ. FT.) NAME OF PROPOSED PLAT: VICTORIA PARK DIVISION NO. 4 LOCATION OF PROPOSED PLAT: SEE VICINITY MAP DATE OF PREPARATION: 11/11/77 PERCENT OF LAND iN STREETS: TOTAL AREA OF PROPOSED SUBDIVISION: 2 ACRES RECEIVED CITY OF RENTON HEARING EXAMINER DEC 201978 78,9110 Ines 12.34.60 4 EXHIBIT NO. Z ITEM NO. 4422.27 Z&-/07- 77 AO . is ecttly ry” ) NOV lo 1977 SHEET | OF 6 PP-(02-77 VICTORIA PARK NO.4 / ga - | \ \ a3 $ 00°21'21" W i als , 100.95" - : ~ if = N_00°21 244 = 11134 Nv a 2 S Ne : 8076 3 < aS ov 5 00°21'21" pe _| € 11784 / fo NO0227 921" E - 60.00 2 92.24! z DOI 2 ro MITHERS €7. Sst 1 eb 00°21'21" W aoa 2,00 tee : — 100.95: 5 R=20.00' s. , 26-30 200 31.42! os ie z OF a S é © a aoe [e ag S|. | S fon) Oo | e ‘a Ie 10561 | |e S ee | N.00°21'21" W 2 100-55" = | 704.00! 3 oe een a | s 7800 s ° Lo A { Lo SS 5 | as 5) | 104.00! S 00°21'21" W Cae / N ne) W 100,95' | Y 4 4) N.00°21'21" W ww 104.00' q § ) & Ee | Ss Ss a i S wm . tS iS 33 | 2 00°27 '21'/ W | = Bane rs N o0°2\'21" Wh 1997] | e 3 go ae 6 205 ~] R=20.00! x 2 a 00°21'21" W 5 = ns ot el 20 3 1 | 30.01! 98.01! ae os S 00°43'29" E SCALE: 1 40 2204 7 ise) © fre S [x ~ ie ‘S) 107.23 nis 7 8 00°43'28" E é P VS, j Gy e Ying perky SHEET 3 OF 6 PP- (02-77 VICTORIA PARK NO.4 SA \ sen Ts sort mS 3 Seer \ a \ \ 4 160 a \ \ as 4 ae a Sage 10184 ral 36.68! 175 180 | ag ee a ‘\ SMITHERS CT. S. SHEET 4 OF 6 PP-/02-77 pee Te ~ VICTORIA PARK 333.54! T=166.96' a =06°44'27" 120 115 N_04°55'2 82 . 0 0 ' os oO “~ ae an oe SHEET 5 OF 6 PP-/02-77 58! 19 — | = fa 03°33 45" £ 3 109.91" 2 | oe Ls Nad \ 2 cs 4 3 9030 ol \ a p : 2 5 fe %S \ x . 10791 A 5 67936146" £ a A S 729.80 a : oO \ e ; ch OS \O; R=20.00! . ‘i O, = \ ; 8 1ee8 ‘2 Ae, ( 27.26" oa g1'_10.88'\ 25.80 51.7 1 = i - : a wr 3\9- ges a ert x : soe02o15'00" Fo j ee \ ay 2 36.68 S$ 00°21'21" W \ 8 a7 < \ ee 170.67 =a ee (eae eee PES 418 Ks Ss 10703 $ é ™ © x - 3 Keo EN [SO ae $:00°2121L-W AK a 115.79! ; xX = S Ic Ls 7935 SN aaa ° S$ 00°21'21" W | T00.95" N_00°11'05" E 130.69" 7. 45 , 159 SHEET 2 OF 6 PRPA1WW9N9 977 58: \19 7] = a ~m 29 kg Fon foo) S = % aA _ R=20.00! e 12829 DS { 27.26' 54.61 G R=20.00' f no ae g- 5 00°21'21" W ' ete 170. 67" 788! . sl \19 s 10703 ™~ ™~ 5_00°21'21" W ac | 115.79" S io fe 7935 ™ 7 S 00°21'21" W TOO. 95" “40.88\25.80', 51.76 “5-92°15'00" E a 36.68! N00°11'05" E 130.69' ¥ iz OF REE 2 SS Ale “o) NOV 15.1977 SHEET 2 OF 6 PP-102-77 aie: 333.58 O& =06°44'27" T=166.96! : iee e : 2 | A PA R K N | - | Lae oo Spee aa aes 7_—o 115° eS | \V5 120 Z : NY ‘ wo > : 8 E : e c 4 Re) N 04°55 12 SCALE: chs 40! SHEET 5 OF 6 fP_jgo-77 E-107-77 VICTORIA PARK NO.4 165 8 2 . 0 0 ! S 8 8 ° 0 8 O X " W 8 3 . 7 5 " N 89 ° 3 1 ' 1 8 " £ 00°26'42" W — oa = R=2895 .00! 281.63! : 56.78" = 49.66! 31.07! yy 05925133" : 90.00 | 15! 3 S758 ee ee ES i ales ee e lop) sth eae is ale 10263 ai Soles AF 9514 ee el Sie eae 9873 2 s 8 ” OP ANS 2 ee eee keer) jf. 7 As 1 1 1 zx 72.31 65.83 9.19 a rN WHITWOORTH AVE. S. “ee e 4122.38 5 01°52'00" £ Bag ue ee 4g°aer oe — —599 .81' 47.83! “90831! 6S o ee : Lie oo x co} Wy - 983) 45.31 i ae A .3e : O, © ee REG (D2 | \ R=20.00' ? : 31.42! Sy wo : a0 NS | a 8624 = | A ‘ale, 2o NG S = B455, awe oe We [o) | = g 2 Lu = \- SR 2 4 5 01252'00" E la N01°52'00" W iz aK * 85.00! orn 106.14" 3 REX a e 2 2 l a ‘ e ‘S 2 8668 alr ON . a x 7996 aa | iS B al | “ 3} 0 se S 1S) | a 01°52'00" W = S 04°55} 4, | i 125.00! 07.79! — | 2 foe) | . © \ fo) sf | R=20.00'_ | 1 E2000" 8770 8067 16.12" 16.12! % | e aS | ‘2 N 04°55 "3 cy ee nN o1es2i20# Ss Fe 634 ee at.61 - 00" 34.62) Be) 2S 8553 4 Se, . a} ‘ & 12884 a2 asl (5 ed teed aS - Kor —150 rm} oO ia\o) § 00°28'42" E ee 87.00' 50.00' 37.00' |_ 160 (aa) beak \10 23 1 . 7 5 ! Na e SHEET 6 OF 6 PE-/02-77 El07-77 VICTORIA P eee A RK 7 | Ad a * Ny So, % ‘ Wa Kes oo Ee ¢ * © ‘ S <5 © La DQ ~ aden ae ee ” ¢ ss - , 33° Xt 9203 \ ; \oo36° 38" 2 . = 2 Vf fon) 7, Ope - ——— $ 00°21'21" W als ; ‘ 100.95" MIs > f ES enone a Not 2 N 00°21 Re 11134 5 00 a a. © / i a = v <. : 8076 | ah rst 3 Le & Pls > / ees) a * 8995 =| c \ i x i / §: 00221!21! 5 84 100 R=20 R=20,007 xo) ¥/ “an R | 42" o7' SY iS 1 ' Sof 190 | a | A et > Tae a by a 5 BOL Mn A - 8076 . MITHERS 9-13.54 L220, iS : fee 00%) 21 ia R=760.00 t= IETF 00! “fe ee < 92.24 a Regen 3 OBS LE 4 195 Sl 5 IS Tt : Cho | f é Q0°21'21" W | . 42.0 lors S sf 100.95" | R=20.00! 6 00 | = 31.42! ie 1171 A Al * a2 ia 8808 a 8076 : a ; 5 : oR = 8 3 / 3S td ag “9 2 ae 2 = 10561 SA : ={e S 00°21'21! = | N00°21'21" W | 100-95" 704.00" 3 — nage tne ee a (. [oe) aes WY er 3 | + fi 6076 5 " a 3 '< ie | ° ' un | S$ 00°27'21" W | N-O0°21 217 W 194.00" a. 100.95' | : — 4 P| ; ea as 04.00" 4 MOS F gles : ¥Se : 4 y L s 3) 3 © 8 “Ys00 “| oe R i SS, | ’ —BD | —} 14537 \ “> oor2y'21/W Wes J N 00°27" Wh 5 = +5 ; 104, 80" 3 | Z fig | SI 3 | 7698 g - A 290 co 05 ~ R=20.00! i . 27.09 3 ; 210 00°21'21" W 1 5 ! ‘, aa 220 20 i) 2 °g2' E Mie ay 5 Oras 7503 a 1 ee a _ | Oo . = — eo} r 225 ee," Aan aa, S m8 /R=20.00' ) ad 27.00' | 30.01' 98.01! SCALE: I"= 40! ee 5 00°43'29" E a Foam 2204 2 20 ma RECEIVED ce 8562 <9 CITY OF RENTON ise) pe) = HEARING EXAMINER Caer 2 5 ef 2 JAN 41978 a4 WP MT 213,40516 107.23 2 a 5 00°43'29" E EXHIBIT NO.“ ITEM NO. 2-27-77 SHEET *3. OF 6 FELT E-107-997 GC aa ie PP10277 8° E1OR 77 1.5459 5.2. DIS M.P 9.15 to M.P G77 : CARR ROAD fo PUGET DRIVE . ey OATTE ev OATE | KiNG COUNTY oRawns HELENE oe De . RA RIGHT OF Vieaity Map 5ta.324+77.18 to Sta. 4i2+23.67 | cnecneo , |) = ~ Sncet 2. of pass, ENB 28 we # esi a f : se} 180th rats -= STATE OWNED UO iif a BORROW PIT ui UL i l r i79th PL i! 1s c.B. A-262 is — 7 @ hj 174 Vy (e-—-——4) il Ig “ers = / i, “wY in iI 1 il = fos) ll = 207 9" > lh i i! 3 m i | _ SE i79th st] --=- ‘o! b lif i \! | i) 7 Q il eee ee By a lym Lh iL = 1S Wan & \ ae L——_—— ye /y= = NS 18 i ~iee a7 Ss'77th spl ie wos aPHz ze OAS a. Ze 0as - jue 7 WF i yy, aN a —y Je “Das ry i! 7 hi i! Cw v/, MN 7A oon v YANN im i! 1 1 if +2 a We NV A: byoan Jj . ily (tg = i, Opt i 4, 1S je Pf) SN HY) ‘| L—— i<2¢g'oas I< lim io OL il x iQ ii 1 phim iy im he iW ae 12 NS > ah | | oO | 4 Es i ANAMN) fi la ORE \ “a ee ran — ih ir \ 2 /a® lip an We Sil i? 1% ie tf a im 477 Lm i Sui C7 yy m om ym it Ws ter in 1¢ | ue ht |/ 3 ee I 2g _ ao ii | ~ ote ial -_—— iid = = im 7 F ROAw—-—--7 le i sey Ito 4 1! 176th 1 st. | ze 'WoarR ——=--— -_—_ in =-~[75, (WE ne weet LOE GA a en =3N\%4 fn x za Ny f \No 5, 142 za N\A i ALN “WS 3D NN CL ! ied Fs as \VO / \ i SA m Wo / ‘| ym a Ee \\S i {)2 an i) \\ 5 \ / @ i! 5 4 We y/ ie pte SE. 7g th Sip Wig 1 4/ 74 ehit st Peep ST yp et N we f # =225 pssst}! “TT , a ee pom ea i | i] Vee. 74TH s\r. eS Zo 6g (94S iO I[> Ise jie vs L | SE mms %™~Ms ome la od es. x “62 /DAaS | gm a i Say, = | 1 ' 4] | AD TING 4/, aS a f He Vy Is DS 3g = jim 1 15 in” ° A d | / 9 i I [720 i STOW ee on G) | = |_| Af. — ~ I =p Se im) oe a z i72and—w@__ 2 : / \ \ SSS 1 Vy Oo. | Wy x! a = * > | Hl . » Sie _D My P “ ; | o\Wa . iS ne 1 \l vy 2 if s “8 \ i + I i, = 6z :Das vil | oe I 4 ~ x " | a 170th st Ie ao DANNS VANAN a \\ ae g aaa ~I . \ 5 eh a 8 | \ aa) Bill : s ‘\ sil 62 ‘934s 2 \Y ee Sito MMS AaNn | 7 . Ny m Vy U = F | \ . a i ezfor aw | = ae S IST cr RENTON| § CORPORATE Limits t OH i, iM (Jatt 4t SS ~ | _ 1 11 Vv . \\ j i We | \\ | ! a A meneauee) 3 lis ov 1 | oO GE "oo : jl : \\ Nts) cr) i [Ios ee . NW F Pi | ‘ ed S. 30TH 7. | t : ; > apes #NS9FIG BIE (aN hy MA ni L___ atten 3 | rer eae | . PL vO (0 ee with —_—s | Twas Soe apo : p> eg'DaS ji I yO Ky x ru of: 7 ’ g N 2 i re ed ae Mi yan Mas ae ne eo Hie | = cee | > ee eae i | iE een S sre as LL iI l| [fie 5) < | H Aj SE 165th .o) 2 ts ake | ‘ rhe list ! 1 | S.E (@) ~ SPs 94m st JiR ° me NE 3 : Z : WJ = 2 5 ‘ts ® = ie) i! [tLe nN 5 3 of 2 a | me ito ; B \ A WwW ® =< - 26 _ _162nd ST. ° i wz 7 mee RR EERE eS be Dhaene urea . jen ans 62 JIS {7 iho Zz save (bo | @ Sh Vf MN V/AN | iv UD S z Sy c —_ a ‘Ss = Ae Ny 12 ON 4 ol _ S.E. 160th ST i zs 8 > i eel ee . _— =o nm — 7 m 8 “0 oF io | | , ae a y 23 = oS | cY he aS Soe fi, SUAS BR es ne (( fe o 12 is 33 tres a tO m Ad re) I Lf IS 8 ‘1 2 I e w : =] ‘—s | La 47 gz g if ‘ iv AL FON EGRET” UL — L_! fin RENTON CORP LIMITS ~ ql “7 LL af es, aes fo) 1 oo (oe Wes el = < a a / &,> ‘ ios / 4 a | a i 4g.~<> | . aA er ae & iI a Xe Se O2 (9aS (1 \ Hd i " 1 \\ Pig Ss WMS MN fi WG Mee, \ ae ; Lf! 38% 3N , Sets Sige od ee OZ \\ 03S I cy S. 16TH ST. \ ROLLING HILLS PL \\ Ro ae é vAMS N/A ~ an i | — Lj ozs OC OAS Fane) = : aa zor 4nep RE S 407 “$,ae9 [Lik we ‘40 AN + Las y i) 44 . en ee oy je || : eee es i| | | : =e ee | ae mil ids anne ae ; “4 | |= Ty © | iy rie 4 1 , vy ee er oas |! i pe aad 1 4 of : | rT if 7 Z| / vy | | tan? an ‘ji! 5 - |! i I, we | Hig vf I |! a! yove® — ‘ol i V1 1 \ Le : fis yf | sin fy! ae } U fl ' | oz-0as fy | \e . ae im eS h “ i et Ibo ce eve = [UN P/N ‘: vi ovat ae ft CT we ot ; 1 Y . \ - . “i I ! | ; y \: i! 1 r i i! 1 ie 4 3 1S lix ie ily | nc ! \\ a lz lla Na {lim lo pote \» 2 Ses NB 11 ne iz WS tf ing’ 3 \ \! "I ia '9 NB | | x I I! 2 eo) 1 ,!@ {oO . ! | vl : ! le 2 | . ' | iM ‘ fad a7 . [hen | 1 | 1 ! mir a é lu le it I! 7 Fr i i IS ve > 3 ' ‘ = eee Le LL ee _ ozheltS._ f(a 71 AS aaietent cece (aenenen | ieee vif polos LBL ANNI OI NO MN nm u am if | | al - S 4 ‘ vy bd Se [pa hen | | iy on fons Wz 4 tow on ia es WY ve | | ry MoS il | th Wy lw 0 Sy, os ) il DT ane 3 ix meh yw wen WE l SY eine fe” - Me ne ie ae ° : . id 3 hs aan rst Ul Vo oad he lv ‘ Fi : rye oe + i {> 1 in \ | ai 1 2 YS ' i 4 <3} aa ‘< 1.3 Hk a ~- Sins CFL Lk SUAVE |9 wf | | i oe te fps; Vr ~ voor im N | Vy hae a tle 1! |, @ t! inl yet in fa) wl | lee 4 & ( foc i i { o “4 I | i i es ' ae) ! n=l tt ty B i| Lyte dy { 2 ' vl Saar if 2 | ls V1 ly , ‘ “mM 118 11H lig ty o ! pil 1! 1 ‘ ' a i it yi IS | | li | Me i@aecy ! | iI Wis | iL i pf \ : ' i x o ' ia] \! ney | 5 I { I Z if na } Se Y tho. i m han Ey Mat ! Na \7 Veo ese b-~- SLAVE GUL a it 'z fy ' : ation Wi alieeteaineatietin 0 Giemeian | Ia nn pit i iB me oa eS Li 11 7 il ta otf iz I 180 | we Dae va XN oa —_— —_—___ SMITHERS CT. S. SCALE: I"= 40! . SHEET 4 OF 6 (PI02-77 Ee 1097-77 VICTORIA PARK NO. 4 go OA Ao 9203 D 2 pe e § 00°21'21" W 100.95! NY 8l “2 3 0 0. 8a " N_00°21'214 ane SO, 11134 ENS: ae ee &. j 3S ES 23 8 ! 39 ! " _W BN . 70 " Vz a S Oo > ae - , / / a @ 11784 £ wef X25 N ae i A A 3 ww es | 20 — | MITH + S935 te hak | Neo0e21721"E | 0200—g= a" a 92.24" ato gees! me S if sae ‘ 00°21'21" W | 42.24! et le (Steet Ss se - ria Ss : - is a oO 8 S | ; Cdr | : = 10561 _ oo t ZAIN 5 See | = N00°21'21" W ais ee 04.00' = = One rs, EO n wy) 7800 =) 128/71! ww ; ° 5 0 14°03" ™~ 75 . 0 0 ! 38 . 9 1 " “ SZ oa % S 00°21'21" W oO N 00°27'217 W 100.95! z 4 N.00°21'21" W AP 104.00' 8 S 3 co ioe) T roy i ™ N_oo°a'21" Wh R=20.00' 00°21'21" W 75 . 0 0 ! 27.00' | 30.61! 98.01! SCALE: 1" = 40' me S 00°43'29" E 2204 at BS foe) Se = a slo S cas ee) S\ 8 ° foo) 107.23 = 7 8 00ras'2g" E we SHEET 3 OF 6 FPHIOR ST EL VOT- 77 +10 e 12829 S ‘yal ~ Fs S$ 00°21'21" W 170. G7" =R oa ® < \19 : A =) 10703 = ™ N 8 9 ° 3 8 ' 3 9 " W\ 81 . 5 0 ' $_00°21'21" W 115.79! 7935 75 . 0 0 ' S 00°21'21" W 100.95! A __ 27 EB ‘ gel 36.68 N00°11'05" E 730.69" ” 10.28'\25.80! 51.76 54,61 ‘015100! Ee 40' | SCALE: ie SHEET 2 OF 6 [FF S/0!77 E-107- 79 VICTORIA PARK NO. 4 SECTIONS 29& 30, TWR 23 N,R.5 E, WM. KING COUNTY, WASHINGTON PRELIMINARY PLAT LAND SURVEYOR: OWNER DEVELOPER: ow Sw. 23RD CT. cles Sw 2skOe S.£. 168TH ST. \ | S T E V E N S AV E . +) TALBOT HI ELEM SCHOOL TA L B O T CR E S T OR \ \ ee VICTORIA : PARK NO.4 EVERETT STARK SW. 43RD || VICINITY MAP 4 3/8 2 MILES 60' RIGHT-OF-WAY 50' RIGHT-OF-WAY spenene eee Baus Sys 66" 32' 10 36" giochi ote iSIDE- = 18.5' FOR 60' R/W at 16.5' FOR 50' R/W_JIS \SIpE- a ole 1) V4 jWALK Ealer|| is a) VALK <x ox (ea a} = a= an | {ja | =e SLOPE iil 2% SLOPE 2% SLOPE || 24, SLOPE_ eee ayy —— ———— SS ae eae | q Se = =a) TYPE "A" feat CURB AND GUTTER~ COMPACTED DEP TH CLASS "B" ASPHALT CONCRETE Nou “—135" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE oe "MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE TYPICAL STREET CROSS SECTION HARSTAD ASSOCIATES, INC. JEFFREY R. HARSTAD 1319 DEXTER AVENUE NORTH SEATTLE, WASHINGTON 98109 TELEPHONE: 285-1912 JOINT VENTURES INC. P.O. BOX 1018 AUBURN, WASHINGTON 98002 JOINT VENTURES INC. P.O. BOX 1018 AUBURN, WASHINGTON 98002 NScTs. Si, TOTAL ACREAGE: NUMBER OF LOTS: PRESENT ZONE CLASS NAME OF PROPOSED PLAT: LOCATION OF PROPOSED P DATE OF PREPARATION: PERCENT OF LAND iN STREETS: TOTAL AREA OF PROPOSED 42 ACRES 79 SR-1 SINGLE FAMILY RESIDENTIAL (7500 SQ. FT.) VICTORIA PARK DIVISION NO. 4 LAT: SEE VICINITY MAP VW/11/77 SUBDIVISION: SHEET OF 6 P-f02-77 E- 109-97 = aa, SS a Y he ee | SCALE: ["= 40! RECEIVED seni. City OF RENTON HEARING EXAMINER JAN 41978 ~ AM « Pal CrP k 1213141516 ¢/ — BxuIBIT No.2 ITEM NO, _2-/07- 77 pp. 102-97 EZ NO7-77 | SPRCRMRO Se hem sh-ain aimee a ipa mane TA L B O T CR E S T DR I V E S SE. 168TH ST. — VICTORIA PARK NO. 4 EVERETT STARK 5 i ie av e . | | [S i e a PM N ao n ee e ST E V E N S AV E . S. W . SM. 43RD | VICINITY MAP co oe ife Nl ; . CONSTRUCTION SHALL CONFORM TO CITY OF RENTON REGULATION AND STANDARDS FOR CONSTRUCTION OF EXTENSIONS REVISED JULY, ‘1976. 2. CONTRACTOR SHALL COORDINATE HIS WORK WITH CONSTRUCTION US BE PERFORMED BY THE CITY OF RENTON. 3. 8" MAIN, THE CITY WILL PAY COSTS IN EXCESS OF THE COST FOR A 4" MAIN. 4.12" MAIN, COST SHARING PER LETTER DATED SEPT. 29, 1977. RECEIVED | CITY OF RENTON HEARING EXAMINER JAN 21978. PM (919; 19,411 219 12:3141516 4 EXHIBIT NO. £2 es ITEM NO. £-/27- 27 HARSTAD ASSOCIATES. Ne. NOV 8 197f pvr £ 107-77 JOINT: VENTURES ee ee eae state. =.100 -) MICTORIA PARK 40° -, Bead | WATER? DISTRIBUTION | SYSTEM. |swer> ( a “ SEY — : [O e | W3 I S h S | NO L L N A L S I C . M3 L V M ve | ee e ) Ma d VI N O L O I A “A t G3 X O F H D en e ee t : ‘Y a Al SN I M Y E O ~“ " E 0 0 - 0 0 8 ON #O F ar ra e av “O N SS U N L N G A LN I O P “O O = 1 IV S LL L O 0 - 4 i 16 1 8 AO N on l ‘S B L W I O 0 S S Y QV L S U V H Z Z L o r y ‘ O N W A L I an - 77 ON LI S I H X S E IS M W S ' S AW M SA - Qa A l a 0 a u \ ee | ee e | (o n t AN | ' We r e ev ne e \ ey Se s be ca e ce a al e ps s ac e s LS ju s t e S| o€ WY el y NW T HA N I N V X a ON I Y V S H NO L N a Y JO AL I O ‘2 2 6 ! ee ‘L d 3 S G3 1 V d Y3 L 1 1 3 9 7 Ya d ON I Y V W H S LS O O D ‘N I V W ,2 l . bv NI V v 40 s 18 0 9 FH L 4O SS 3 O X 3 NI SL S O D AV d TH M AL I O SH L ‘N I V W 8 “S 4 “" N O L N 3 Y JO AL I D BH L AG GS W H O S H 3 d 3G OL NO I L O N Y L S N O O ‘9 2 6 1 . ‘ A 1 N e G3 S I A a Y SN O I S N 3 L X 3 4O NO I L O N Y L S N O D YO 4 SG Y V G N V L S GN V . No t Op e s NO L N 3 Y JO AL I D OL WH O I J N O D TI V H S NO I L O N Y L S N O D 1. ‘S A L O N fe , ae aV W AL I N I O I A as i SN ES oS ea to s au e y MS eS SAV SNBARLS v (O N WY V d © VI N O L O I A on a Is Hi e w 3S sh e lO l L N A I Y L S I C YA L V M PO N WY V d VI H O L O I A be S BAING LS3YD LOS IWL a _ — (i) 69 ea i 1 t ‘ —— LL-tOI-dd | Soy 4 oy 0/3 2 val Nts : ° e = poy Mie ou Lt t9)-f7J “ON Wat w c ies 5 ee el : \ 7p ON MISTY , is = 1 fee. v F SSS S TUAW OW S'S's hd WY ete 84610 2940 3 : ere ee anenart -WANINW@ ONINWSH rarer vi Sg SEL OL S: - NOLIN3Y JO AID @! es Z LIPASE Sp EBIS IOS CME ase G3N13034 ce ae area seaghe iat Salt pgs Lagat mt ae laa Bp Be ed ae EN | eee oe thay Te poo a anf “Co a is : : ie 5 le ; ee a aes beg Bs Pe % * ‘3 t HS oe : ea pk eee : Bi pip ae ee eee eee ee ae ae wy : ‘ : 2) § ' -@ é ‘ , i. ad : 2 In : pe : _ Be rj} sh a : ite eS oN SI a Bp Ea oe : ae) ed ae p rd 7 Gn, amen . . a : eae : = Me (61. : Set ee ree ceeaee : ‘ Ph wet eee, TAS ees BE ga ae oe aga Ma ‘ v8 aay NE te . 5m es a i S29 iN ; cust = i ie J ine : = 5 e inal as Oy aay A 4 ‘ oh : ; ; 4 : = = on MER ok eo " As sera ee : OOL < as GS aa : a esr, Mi i : At a eA ws 4 7 - N . €2) a aH eS ; bi N : ee aa (ee ; ™ : N t C0 wy 1 E yt ) : ¥ oa ne OF je 4 4 ‘ 1 : ‘| Xu OBL oh ai ahd bee u Figg 3s Bee 2 yo wR wn .. : y , us a L \ a : ft me ‘ 00, © te B Fe tye wy ae Ry re — "Sb. enna seis sai =: = ‘ a WE PCIE CE 7 USlet tose see, ae ais i bls PEE eat ie : see Foe 3 is oul? ies bee kas | eo a pee Fo, connie : & IG) : x te ye bare aed eL, , : re @. aes Tee 3 =. Cae ae ey) ; j Seer, ER RAZ Sie eer G nn } gas te ee 9 Sex f8) at eer é ot x } ; : ' 4 , ‘ ! ¢ 8 ae > i oe 9 : tS = Se \ Sib ety ERBST sieceey Fs i ! aie i noel ine saa ee Peers f é ce Sy a mal i Qs, d y@? 2 ad * ; : y $. ‘ ) sewers AP OSS creecy | Fea ae ay : Pore ail? Ls) | rN Gok m oD a ok oz/ Soc Ne ee es eee ee at ieee) \ ane SAM eRe me, SAI ean ney at ‘ ak =. we aN SOY B : NSE tate 6 ah) : sa! LES an" i Oe = ; © \ go i | t : = x Ps & : ca ft . {© : 4 g at 3 ai ee G: NH | WAS ; , ; 7 | : Ni x Is SaEN & N : . REGS Tae R2L HM OE-PE-EE A 0 KMED APMIS 076 oH (2) gl ore ati OS -fE PM +00 % So sp l e z e me Z e r e 2 -o w ' Cy x AA V mn : 22k — i io ? 22522 - ; BE-E/S-EG HN, - ae 2 B02 68% =a Y 0 2 OF C2Z/ Br erraae ee (9 EO b ; 5 R it) ov® BE $7 8 0 HIN -SF-68 M 06? 6 OS O2 e 6.4 28 «S Y . AS n. ME S L9 2 4 ‘d d LO G I V L CH), FDP :S 0& 8 22 E / ee na e MT ea s ee ee So m e , Se r e n aa TA L B O T CR E S T DR I V E § wa N { | | \ te / 7 S A V E ee s Oe oa t SYSTEM | WH I T W O R T H ee r ESE. 168TH ST. ee i abs Zea VICTORIA: © Ao ae ee Sas Re PARK NO. 4 ETT STARK “S T E V E N S AV E . SW . ee i { Hi it i SW. 43R0 || | ae ye | os eet \ ee Lat : : on ‘ is ier NOTES: , \ oe : ; \ \ \ . CONSTRUCTION SHALL CONFORM TO CITY OF RENTON REGULATION . i 1 el AND STANDARDS FOR CONSTRUCTION OF EXTENSIONS REVISED X, fe) 2 | @ | JULY, 1976. oa g = : ‘ ot 2, CONTRACTOR SHALL COORDINATE HIS WORK WITH CONSTRUCTION \ TO BE _ PERFORMED BY THE CITY OF RENTON. ee \ Sh \ & 3" MAIN, THE CITY WILL PAY COSTS IN EXCESS OF THE ‘COST FOR A. : \ 4" MAIN. \ ¢ z \ \ 4. 12" MAIN, cost SHARING PER LETTER DATED eee Beer ay \ \ Cr: \ \ RECEIVED \ | CITY OF RENTON | | HEARING EXAMINER | | DEC2 01978 \ PM \ | ZB: Dlh211 1253,4.5.6 \ | - : \ : ee a fs EXHIBIT NO. 222 ; ra -WARSTAD sc Ne ; IWEM NO) 27222227 \ LA Oe 7 va 2 JOINT VENTURES ING | ea be: _ VICTORIA PARK 4. ; HARSTAD ASSOCIATES INC ie 5 need | fi de [] sseyes ae ms | f ; } CONSTRUCTION NOTE: INSTALL WATER LINE UNDER STORM LINE AT THE FOLLOWING LOCATIONS; 0+30.5 15' LT. 1412 15° LT. 2410 15! LT. Bint WHITWORTH AVENUE S. 3497 13.9! LT. -0+48 10' LT. ne es X u u s " EXISTING) 8" GATE VALVE EXISTING 8" GATE VALVE aan eae aoe \ e 9+39.66 15! LT. TRACT “A® \ LOCATE EXYSTING 8" WATER LINE AND \ \ a fac CONNECT NEW LINE 3+89.5% 13.5'+ LT. ee - RL 8"X8"X8" TEE, M.J. X Mid. X FL. 1#86.7£ 12'* LT. — S. 30TH PLACE \ oe Sy —~—____ 8" GATE WALVE, FL. X MeJ. / thee forces —~8"CAST ‘TRON OR DUCTILE IRON NIPPLE eee 8" 45° BEND, M.J. . 8" FLEX#BLE COUPLING TO FIT ae Pa ~~~ 4+06 13' LT. EXISTING 8" TEE 4+40 16" LT. EXISTING 8" GATE VALVE EXISTING WATER LINE DATA FROM CITY AS BUILT DRAWING VICTORIA PARK WATER PLAN 8" 2235° BEND, M.J. SHEET 4 OF 4. q.5° 72 ot 6I 1+89 13,5" RT. 8" 223° BEND, MoJo 7 62 55 8" 114° BEND, P.E. X MJ. : a 2+87.73 13' LT. a 4" 90° BEND, M.J. 8" 114° BEND, MoJ. I Gs | See CONSTRUCTION wie ‘ yt — z} 8" DT. 145'2 9 a re a = 147772 UT EXISTING 6" C.I. WATER LINE Pe STA. 1440 & INSTALL 6" CAP WIT 56 2" BLOW OFF ASSEMBLY. 74 : 1492.5 5° LT. 77 Rigas, fle eh) = REMOVE FIRE HYDRANT ASSEMBLY 8" GATE VALVE, FL. X M.J. Qo 76 8"X4" REDUCER, FL. 4" GATE VALVE, FL. X M.J. ae - 8" ADAPTER, FL. X Mid. ries O ges ™/ 4" 45° BEND, M.J. SEE CONSTRUCTION NOTE. 4° ENCE PEEanial 57 oO 5| “2 i) 58 11464 4" GATE VALVE, M.J. FIRE HYDRANT ASSEMBLY CUA Wie lip te = 0+32 13' LT. REMOVE 2" pLOW-OFF "AS-BUILTY STA. 13+16 SEE CONSTRUCTION SEE CONSTRUCTION NOTE. AND EXTEND 12" WATER ~ a5ts = LINE 79 4409.47 15" LT. 66 1)" Dele 11400 049 b . Gs 12" GATE VALVE, M.J. i 0 = “Ss: oo IN VALVE CHAMBER 0+50 FIRE HYDRANT ASSEMBLY 1" AIR & VACUUM RELEASE VALVE ASSEMBLY 8430.35 FIRE HYDRANT ASSEMBLY 68 8+17 1" AIR & VACUUM RELEASE VALVE ASSEMBLY 4+34.47 FIRE HYDRANT ASSEMBLY md A7 V5! Leo 12"X12"X4" TEE, M.d. SEE /CONSTRUCTION NOTE. 0+20 15' LT. 12" 90° BEND, M. NOV 8 1977 JOB NO. .£ ) APPROVED BY: vane | = : DRAWING BY ee oe IO) a CHECKED BY \s Gk ENGINEER Zulli? V | ¢ TO R | A PA R K 4 epee SS ae 5 VIE: HARSTAD ASSOCIATES INC ee Veaatlelleehifeg Tr] n| WATER DISTRIBUTION SYSTEM [ony REV. NO| DRAWN BY REVISIONS DATE |APPROVAL Fo Don PP-/02-77 y = ex 9 2 2 s we a S 10 N Sy gn 3 > < “lo 53 8" 90° BEND,/M.J. oN 52 a is 250 19 18 5+55 13" LT. / 4" CAP WITH / ft 2" BLOW-OFF ASSEMBLY 45 iS | ee 44 Q & ob to SI 46 a 1492 13" LT, z g" 45° BEND, MJ. 3 39 Na oh - axtt- ° 43 \3 I6 (7) 3463.35 13" LT. #9 : 12"X12"X4" TEE, Mod. X Mod. X FL, ; = 4" GATE VALVE, FL. X Mode : 0+30 13" RT. O 12" GATE VALVE, M.J.- 13+79 15° LT IN VALVE CHAMBER 12"X12"X1 Qu TEE M J ti aaniis* a ep) 14 =| S ia 12? Doi, 15s 12" Det 32.5 | ta ud 3+63,35 13" RT 0+45 ? ae z O+92|24 =e | 12" 90° BEND, MJ, 'S FIRE HYDRANT ASSEMBLY eee ie ai % te Va a 40 = 12" GAT VE, Mod. sS 17+38.56 cs. a INSTALL LINE FLAT IN vate Hines y = /rire HYDRANT ASSEMBLY 0+30 13° LT. 13! (ep) 17462 8" GATE VALVE, Mod. { 17450 1" AIR [& VACUUM 15' Lt. / RELEASH VALVE SDs le 154s 5 ASSEMBLY /18+50/12" LT). , = IOS Xr : 4 Ld 16400 = vi IN Evi2ei0. 1.220! ero 12" De. 315** 19409 S 20+00 = Vi 8S 12" D.T. 38" PROVIDE 12" ADDITIONAL es COVER OYER PIPE AT 1+94 & | TO AVOIO HIGH POINT — = 16+80.56 15° LT. 12"X12"X8" TEE, Mod. S 3IST ST. NU 2 ; : 27 28 17+18,/56 15° LT. ay 12" GATE VALVE, Mod. IN VALVE (CHAMBER 25 & 29 30 3 32 33 34 12" CAP WITH 2" BLOW-OFF ASSEMBLY ON PROPERTY LINE ; as \ © | ” : io) = cn i 40 38 f Ge. A 37 isd = j SS a => =O 20+52 12! LT. | 214+22,26+ 10.5° LT. ( <I Eg 12"X12"x12" TEE, Mode REMOVE 2" BLOW-OFF J, Ss 72" 114° BEND, P.E.XM.d. EXTEND 8" WATER LINE is 12"X8" REDUCER, P.E.XMoJ. ee Yi SS be te &, SUERTE v EXISTING 8" OK \ w Fre pes G 19400 ~ 20+00 % 00021400 EXISTIN = eet ~~ $ ou S HARsr, 12" Del. 43" T AD Associatce 4 0+28 13" RT. CT OCIATES, ine NOV g 120 pene 13's 12" GATE VALVE, M.J. 1977 o+42 IN VALVE CHAMBER FIRE HYDRANT ASSEMBLY 34 35 36 eee a JOINT .VENTURES INC. Dare Serr I8 tT bbs ENGINEER udel77 Ll cnecxto BY oe Lege le he Lifer HARSTAD ASSOCIATES INC V | C qT 0 R | A PA R K 4 ene 14#25 13° RT. 12" CAP WITH 2" BLOW-OFF ASSEMBLY REV. NO.| DRAWN BY ; REVISIONS DATE |APPROVAL O evomens - ues | = WATER DISTRIBUTION SYSTEM _ [steer OF on Es on IAN Pr a a/ 18 BS) Roy) —_ 2 = ou co QF 10 53 8" 90° .BEND,/M.J. 2 a 52 ¥ - / C58 19 18 / 5455 13" ite { 4" CAP WITH Ri 2" BLOW-OFF ASSEMBLY 45 pe iy 44 be) & +1 C58 es nN 46 a 1492 13" LT, = 8" 45° BEND, MoJ. 3 39 ~ oh = yxit- © 43 \3. 16 ay 3463.35 13" LT. 49 é 12"X12"X4" TEE, Mod. X Mod. X FL, : ed 4" GATE VALVE, FL. X MoJ. . 0+30 13" RT. O 12" GATE VALVE, MoJo’ 13479 15" LT IN VALVE CHAMBER 12"X12"X12" TEE, Mod. 4 " s oO 14 =|| 3 ae 12! Desi, WS? 2 Dele Sots ol) = WwW © Z rO+92 | 24 3+63,35 13" RT. 0+45 e < 12" 90° BEND, MJ. 9 FIRE HYDRANT ASSEMBLY Ge ee ie ue aut % - Ae al 40 0 =— 17+38,56 —- > - INSTALL LINE FLAT \ VALE eae =} [ripe HYDRANT ASSEMBLY ' 0+30 13" LT. 13! op) 17+62 8" GATE VALVE, MoJ. 17+50 1" AIR |& VACUUM \ 15' LT./ RELEASH VALVE 8! Dele 15% 5 Cs ASSEMBLY /18+50 12" LI}. i i ae Z 16400 = /ov00 va Aw Del. 20' 18400 VN D.Ts 318" tot9' © 20+00 wo v/s Pu fe D.I. 38'+ PROVIDE| 12" ADDITIONAL a= COVER OVER PIPE AT 1+94 & | TO AVOIQ HIGH POINT — 4 16+80.56 15° LT. 12"X12"X8" TEE, Mod. | S 3IST ST NG 27 % : 28 17+18.|56 15* LT. .— 12" GATE VALVE, Mod. IN VALVE (CHAMBER 25 29 30 3I 32 33 34 12" CAP WITH 2" BLOW-OFF ASSEMBLY ON PROPERTY LINE n\ oO | 2) © ‘O é 40 38 i OF uj Ri an 37 O AER S SS cae 20+52 12) LT. 214+22,26+ 10.5" LT. ( ig ZS 12"x12"xN2" TEE, Meds REMOVE 2" BLOW-OFF Vp Ss 12" 114°] BEND, P.E.XM.d. EXTEND 8" WATER LINE ne 12"X8" REDUCER, P.E.XMoJ. \ \ L___,;§ ; Ye TS ed, = ae & it 75: —_) eee 0" ae 19+00 ~ 20+00 % 010027400 _EAISTING a eee oe ee) fe PAVING ENS Lo i FA — ; , Ss HARST, 12" Dol. 43" Ip AD AS : 0+28 13° RT, CT SOCIATES, te Nov 12" Del. 13° 12" GATE VALVE, M.J. es +42 IN VALVE CHAMBER FIRE HYDRANT ASSEMBLY A Z : JOB NO. 800-003... 34 35 36 \PPROVED BY JOINT .VENTURES INC. DATE : DRAWING BY . Se Lt) a/97 CHECKED BY \x i 1425 13° eh ENGINEER We a APPROVED, 4 125 13" Rr. : VICTORIA PARK 4 Ea Boe geal eee Cale Lifer HARSTAD ASSOCIATES INC ASSEMBLY : monnes- eames! WATER DISTRIBUTION SYSTEM SHEET REV. NO| DRAWN BY REVISIONS DATE |APPROVAL BEES OMNIA F975 S ~ ax 2 nw a 3S ay 10 NS os. gn ~) Pe 10" 53 fe 90° BEND,/M.J. % 52 ole) iy 250 19 18 f / / 5+55 13" LT. { / 4" CAP WITH i 2" BLOW-OFF ASSEMBLY 45 4 a 44 Q © +! 256 tS nN 46 a +92 13" LT, x g" 45° BEND, MJ. zt 39 wy oh = axle: ° 43 \3 6 “ny 3+63,35 13" LT. 49 12"X12"X4" TEE, Mod. X Mod. X FL, ; = " GATE VALVE, FL. X MoJo 0+30 13" RT. BS 12" GATE VALVE, MJ.’ 13#79 15° LT \ IN VALVE CHAMBER 12"X12"X12" TEE, Mode 4 ~n (=) i || 3 oc i (its 162% 12" DT. 32% lf ET uJ 6 = 0+92| 24 3463.35 13" RT. 0+45 = = | 12" 90° BEND, MJ. !S FIRE HYDRANT ASSEMBLY ae ee ae ae %o ae ze a i " = 17+38.56 : oo \ is INSTALL LINE FLAT i Ge La a jodie = FIRE HYDRANT ASSEMBLY 0+30 i 0 17+62 n 13 8" GATE VALVE, Mod. 17+50 1" AIR |& VACUUM | 15' LT. 7 RELEASH VALVE 8 Deke 15*2 5 Ne ASSEMBLY /18#50 /12' LT. fh = IDI x ; i Ld 16400 2 Ys i _‘12" D.1. 20" 18400 Wels sot osoor 20+00 ifs 88 Row pr, sete PROVIDE\ 12" ADDITIONAL as | COVER OYER PIPE AT 1+94 & | TO AVOIQ HIGH POINT — ——_| 16+80.56 15° LT. 12"X12"X8" TEE, Mode | S 3IST ST. : ; : > 27 28 17+18.156 15" LT. 12" GATE VALVE, M.J. IN VALVE CHAMBER 25 ee 29 30 3| 32 33 34 12" CAP WITH 2" BLOW-OFF ASSEMBLY ON PROPERTY LINE \ fo) | ” . ic) : av” pul i 40 38 ft Or uj ™~ aoe 37 O Bren) => > aH =m 20+52 12! LT. | 21422, 26+ 10.5° LT. ( I ZS 12"xX12"x2" TEE, Mode REMOVE 2" BLOW-OFF A es 12" 11%°| BEND, P.E.XM.d. EXTEND 8" WATER LINE is 12"X8" REDUCER, P.E.XMoJ. \ 1 ou n rsp, \ ie ee oe 9 : Ngee { SEXISTING 8" CX. 19+00 = 20+00 & 900 ay49 ISTING ~ es ‘ : ry 0) Se a ag coe oO iS ee < SRL z a S . 3 1 3/5. Nov 15 18" + = & HAR 12" DI. 43's ; T Cr oe qacannoenensnnnne e) STAD ASSOCIATES yi 0+28 13" RT, : 4, aS IC Noy 12" Del. 13% 12" GATE VALVE, Mod. Lonny rhs 8 i977 RID IN VALVE CHAMBER p FIRE HYDRANT ASSEMBLY 34 35 36 APPROVED BY: JOINT VENTURES INC. Date LL ons. DRAWING BY 2 1425 13" eT ikke mete! 17/77 a Feet = X 1925 13" RT, VICTORIA PARK 4 re se Eee eal Gem Cyilee Lifer HARSTAD ASSOCIATES INC HIEF irs ASSEMBLY ee gis ENGINEERS + PLANNERS WATER DISTRIBUTION SYSTEM SHEET REV. NO] DRAWN BY REVISIONS DATE |APPROVAL PD-/02-79 © 2 & & > aN 10 ~“ = ou 2 a7 “ETON 53 g" 90° BEND,/M.J. 2 we 52 i Cee 19 Is / 5455 13" LT. ab 4" CAP WITH Ss 2" BLOW-OFF ASSEMBLY 45 s e 44 9 eS +1 e.56 ma a 46 a 1+92 13° LT, x g" 45° BEND, MJ. 8 39 “NY ok iz gel 43 [o} \3 6 ~ 3463.35 13° LT. 49 ; 12"X12"X4" TEE, Mod. X Mod. X FL K " GATE VALVE, FL. X Mod. _~ 0+30 13" RT. ) O 12" GATE VALVE, M.J. 13479 15" LT. IN VALVE CHAMBER M2exT2exKi28 TEE, MoJ. . a dp) 2 (2) 14 =|\1 Oo 12" Dot. 15% 12" DI. 32% | ei : uw ° +" 10+92|2 3+63.35 13" RT. 0+45 48 47 e < 12" 90° BEND, MJ, '9 FIRE HYDRANT ASSEMBLY ee = = 42 4| 40 z ; = # 17+38.56 : 24 a INSTALL LINE FLAT i VRE eae laa =} [rire HYDRANT ASSEMBLY 0+30 13" LT. 7 Tp) 17462 8" GATE VALVE, MoJ. i 17450 1" AIR |& VACUUM 15' LT. / RELEASH VALVE 8" Dele 15% 5 ASSEMBLY /18#50 12" LT. i SlbezT7, fi 16+00 2 set a Az DI. 20' 18400 12" DI. 315" — qo499 & 20+00 ood Ve mS 172" D1, 38't PROVIDE| 12" ADDITIONAL 25 COVER OVER PIPE AT 1+94 © | TO AVOIO HIGH POINT a 7 16+80,56 15° LT, 12"X12"X8" TEE, Mou. S 3IST ST. NG 27 17 é 28 +18.156 15" LT. - 12" GATE VALVE, Mod. IN VALVE (CHAMBER 25 29 30 31 32 33 34 12" CAP WITH 2" BLOW-OFF ASSEMBLY ON PROPERTY LINE \ fe) | <2} < fo) 2 aw z 40 38 f rar ™ =m 37 O a SZ = 20+52 12} LT. 21422,26+ 10.5" LT. ( I BS 12"X12"xfl2" TEE, Mode REMOVE 2" BLOW-OFF J cs 12" 114°] BEND, P.E.XM.J. EXTEND 8" WATER LINE \c Tig 12" x8" imei PoE.XMod. ‘ _ Ae Z Pas ———_— ’ —_— sane ale o No 54+ eG 8" re \ s ‘ee i NG 19+00 ~ 20+00 @ 0100 27400 | Euisti a SS ae 2 PAVING IS Lo } He SS 5 HAR 12" D.1. 43" oF Cr STAD ASSociaTEs INC 0+28 13" RT, E » WC. Noy g , 12" Del. 13% 12" GATE VALVE, Mod. i977 0442 IN VALVE CHAMBER FIRE HYDRANT ASSEMBLY aan X JOB NO. 800-003... 34 36 36 APPROVED BY: JOINT VENTURES INC. mae DRAWING BY ddecwstel opr S| CHECKED BY \a4. DATE PPROYED, Weeae RT y VICTORIA PARK 4 ae ea i ae WITH Aaade iyi a HARSTAD ASSOCIATES INC ASSEMBLY a laa momens- rummers| WATER DISTRIBUTION SYSTEM | [sneer REV. NO DRAWN BY REVISIONS DATE |APPROVAL eS OD_IN 979 Ss ~ 3 2 Pe S Wy) ay x NG; By 10 S ZA > SP a7 * 210 53 8" 90° BEND,/M.J. = a 52 = / O50 19 18 5r55 13 le ¢ 4" CAP WITH cl 2" BLOW-OFF ASSEMBLY 45 fe pa 44 8 & +! e5e ee nN 46 es 1492 13° LT a 8" 45° BEND, MJ. ja ‘ 39 Na 78 = x1 43 fo} \2 16 ~Y 3463.35 13° LT. 49 KE 12"X12"X4" TEE, Med. X Mod. X FL, : 4" GATE VALVE, FL. X Mode 0+30 13" RT. i O 12" GATE VALVE, Mid. 13479 15° LT. : > aVe zi ep) ie " 15! 2h esteoe E et or 12! Woi5 Wee He paiaets A © +is|} 70492 |24 i 3463.35 13" RT. 0+45 48 47 o - 42 4| 40 12" 90° BEND, Mod, !9 FIRE HYDRANT ASSEMBLY eee & ‘ : = 17+38.56 é = ae INSTALL LINE FLAT ec a aes ies tae = [FIRE HYDRANT ASSEMBLY 0+30 13' LT. 13! WY) 17+62 8" GATE VALVE, M.J. 4 17450 1" AIR |& VACUUM 15' LT. / RELEASE VALVE Oa Dee iste 5 a ASSEMBLY 18#50 f12" LI. - ie ae / 16+00 = Pei AS) A DoI. 20'+ 128+00 12" DI. 315" 19499 © 20400 wood PROVIDE| 12" ADDITIONAL aS COVER OVER PIPE AT 1+94 Th b | TO AVOID HIGH POINT == 16+80.56 15° LT. 12"X12"X8" TEE, Mod. S 3IST ST. r é : s 27 28 174#18.56 15" LT. . 12" GATE VALVE, MoJ. IN VALVE CHAMBER ee ee 30 31 32 33 34 12" CAP WITH 2" BLOW-OFF ASSEMBLY ON PROPERTY LINE \ > re) is ~ 40 38 oat 37 ye =m 20+52 12! LT. 214+22,26+ 10.5° LT. zs 12"X12"XN2" TEE, Med. REMOVE 2" BLOW-OFF Ve Ss 12" 114°] BEND, P.E.XM.J. EXTEND 8" WATER LINE Wai 12"X8" REDUCER, P.E.XMod. be SS el ‘ o : x speeder oe 1 EE=EXISTING 8" OK 19+00 x 20+00 & +00 21+00 EXISTING - ; eee es) | PAVING \3 i : ee oO [Ton] + RARsy, 12" Del. 43% AD ASSOCIATES jo 0+28 13° RT, UNS NOV 8 ig7y 12" DI. 13'+ 12" GATE VALVE, Mod. 0+42 IN VALVE CHAMBER FIRE HYDRANT ASSEMBLY 34 35 36 amegcishae bese JOINT .VENTURES INC. Dae Sent St. erected” dee” | ctw eA ales fe Lid HARSTAD ASSOCIATES INC VICTORIA PARK o eee ee 1#25 13° RT. 12" CAP WITH 2" BLOW-OFF ASSEMBLY REV. NO, DRAWN BY - REVISIONS DATE |APPROVAL E O mowers - eunnes| WATER DISTRIBUTION SYSTEM SHEET PP-/02-79 x pe i n te p h i au t e r t a n ee ME R E “ A : a ee TA L B O T CR E S T DR I V E S| . I } 60' RIGHT-OF-WAY . . i, 50" RIGHT-OF-WAY Al SEY Sw 23R0 CT. edt A 3i|_ 54 36" 6" 32' TO: 36 63-64 5° | 3! stpe|@ |L18.5" FOR 60" RYW |. 16.5" FOR 50" RW JIS |stpE. : WALK [Eo ts Eo WALK =e | <= 3 (Bes awn xn ch SLOPE 2%, SLOPE | 2% SLOPE 2%, SLOPE 2 = ——— 5 — _— po ———$— hs ; TYPE Aw S oe z eC i of CURB AND GUTTER 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE i 1%" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE SE. 68TH ST. Le 2%" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE VICTORIA + tee PARK NO. 4 . i 8 f TYPICAL STREET CROSS SECTION 3 - N.T.S.: : on ne oe o 18 re ye ve pe pray MILES ; ae 4. Le % \ {nk ty) \ d : os a \ “ \ y Bere ss - Nee ee a A: oar : oa | 2 ee zi “| | | ae ah eee fe | a a4 HARSTAD ASSOCIATES, INC. NOV 8 1977, re : : t fd ; \ 7 APPROVED BY: ~ JOINT. VENTURES INC. iihapiadl t VICTORIA PARK 4 > Kepe dudke ly? HARSTAD ASSOCIATES INC. | a po ae EAN ta a, OU : = eae Cl moms names! ROAD & STORM DRAINAGE. | |suee \ re ee ee si t e Ss : 4 a we im \ yo « i) Be ll cr oO bt a © ‘ _VICTORIA PARK — 4 i ee | a ‘ on e re \ \ 60' RIGHT-OF-WAY : 5 50° “RIGHT-OF-WAY a | SBE coweeene th fet 5H 3568/6" 32! TO 36" 6% y36h 5° 113! Stpe- |S |). 18.5" FOR 60' R/W |. 16.5' FOR 50! val SIDE- j WALK [Eo 1 (TE {WALK ‘ =e | ae oo 226, SLOPE | 2% SLOPE : a TYPE "A" er i | ‘ CURB AND GUTTER 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE it ce MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE SE. 168TH. ST. = Se icTORIA HF 25" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE e | Sigs as Moana t TYPICAL STREET CROSS SECTION 3 N.T.S. f oP <a 2 % , OF # “| : ! RD. / we ‘compi | B | Ce ies i { Ts oe / ; ; Sf hy VICINITY MAP a os i D ea ¥ L ae = <n fe > 3 Ao : 2 a : } | aa | x | ries | } j K | 4 # re ; | S: 3IST| ST.’ Sy ap 238 33 1 g HEET oF ‘ HARSTAD ASSOCIATES, INC. Nov 8 ae 2B ag i f es ro NO, 800: “I ret | APPROVED BY: ~ JOINT. VENTURES INC. [Pate SEPT | \ Sera | 3 ae eh as aa : AY \ 77 aa ; NY ¥A oe fe nee | i: eee | VICTORIA PARK 4 [epee J j Cpl hls y/y| WARSTAD ASSOCIATES INC | a aes : ‘ , , : Sowa. ee Cc] eect og) ROAD & STO) RM DRAINAGE ; eT fe) : | 2 3 4 5 6 7 8 9 10 i) 12 GRA! UTE 66-4 ARF pa-MAYL—FROM-6-B-—B9 = STO EWESTING—GRADE SI ra) = ey SS ~~ S bad in ie a = 180. aN NY K 140 ahs Ea == t | Ms Ye ad shyp == =e + = 80 : Tu 2 ¥ J TU Vat a 1507 V€- = 7 Da ~ rift = 4 =r 5 j a Seca: # €= 8s B9 ee er oS ied : = ; SS et 2+48-95-LF r oll do ES = s 3 i 170 GRATE TAD 0 rh SO Tag Ee) 1 =e ies “2 S43: ES om ee Ba Tt +o 170 g TES fies 0ur-137.p0 MHL 26 2po+¥ a4 —_} or er (a ri a C= wo ts —> - Ay PAQ- = ‘ vA ZF : 2564 ye 7, mi = ay Peat =F So ine 4 =f os 2 ax a = —t z io) rs Go -~ Ee fo =) Sad ee eed PY oy bs ol ae: =a = ote aT te —peol > a E- = se = : ppt 3 “FF iS fret LO aX ord PS = ral ac me [= oe te oft + = LZ 160 Site P= Ea 3 a a ee 7 af ae ee a = = e Sr sta ea Se a fa rr : a Se = rr = fale : 160 Fad = TS. a ies lai < = aes =} =| 4} + A = ean. 044 + oO 9 by 3 = — a tu (5 — iy et Fe = i TED Al 39 a Se : = a Bs! < i j= Bales => Zo tet sh S a : Se oe =e 7 E ale z Z az 150 css ee oS ee ee ae a a He tet eee et f = a — E Se see = oo, % ed > 7 > 5 = bss t . See =e ott ie oe ee oe oe tet = a fa FOP 146-69 [50 ai ei 1 do od bar i Ss Ss a re = ae ran ’_Sh0-937 hee TE 2-8 Ih 157.45 baad Fort Cr] ae he : i Pea i Gy res Feel ea — — CTBs_15 as gu syle purl ise —y aa tat SS NL = oH ra par + | io - ahead —|— Ly Tb +08 ++ A ra ta —— = rr or ni fea ih 6760-35] -38" 5 ff - INLETOZ 140 i 2 ~ | SESS ea AT oar TROLS 17 *TRTs 140 = = = 3 2 niet =A AY TE t2y-00r 149-16 Es —9F5p- 54 TRI GRATES 166- : ra eleiorst an Cf STING GED S=60R~ =— ata = for oe FOPL+49-55 LEB" OUT edz a y - ERTSTING-GRABE 30+ RIGHT HL — ee uae ator f oe EACH STDE .e ren ree tare TE} 24" IN 144t 38 BU 12f S=0 5683 rect Th le ee TIF. to TRT. ; i a EXITING GRADE —BO*" LEFT iio tz" =f-$=0-9100 ! FS 1S 6430-17-41. _— \ GRATET 49-65 — ; : aa DUT Wi On asaaa W 130 2|-S ae FP = t ete FE—H43 [28 46 ff \ TE. 8*_IN 145-86 “SEPARATOR 143-38 — eae a Cee A Z gar TES Ton 5 = 2 Ae CE AAI LOA MR SOIT Seamer : 130 ets CBS 28h 6550 . 7L-EXTSTI . 12! 2} 5-61 6074 EE 8 —OUT 67-25) (ore 7 i” < MoH Pe ee 4462-85-17" 4 ae Ton AN RADE: erat J T A356" S=01 2253 a S L 32 HS “ae 9493-554 otf er — GRATE 337,02 ere ee a x INLET 16 te Wy = a Wa ye Z 4 TOP 3B5 44 TOF a Tik. 8° TIN T3535 6¥*: +7_AF 7507 ; ‘ \ cixee bi Lh “ee A Fo yg lee dg a oF * Dike W NX GRAT T49.U0D-, = 120 Ss > 5 S A Sx uA LE = 2 (N_T30 52 ee er eee wee TE. 2 [iN & OUT 193-03 bg 30 —= zat SX \ EE, B" OUT 746.7. 120 = =I a as ZA Ewe TE 25S" TN TSOTBS pel yo" Gur wry oF INLET CES IN Tso INLET [35 ~+WVWe> BS — 8" 34T-S=0- 7b: oS o> eB NE PER" ou +3642 HE7, Fj 35 = eG VD aN es a ‘oF SEPARATOR 131.9 q487.85 | 17711 bey t2 TEI f= 75 = = or 5 TNEETT S37 GRATE—197-62 BE "QUT 1439.2 Sv 6 ; a SS S Mon qos 2479-7 E C8240 Tle. g" lout 34472 AY st Ae oe CRATES HEF 27 ai 34 1s=0-0400 MH 44 (OVER EXTYTING 15" PIHE —— = om a VAAN a TOP 140.26 fe bu pela as ah GRATE 140,06 = : ibeyal RORNOUN PIPE GOUTH-OF_NEW [MANHOLE 3 Se tS aki) —— Aer CE tries Stee TET SIN 1373 Ss Ob 42750 es T fe 90 ol a ae SS FEN 6.2 SES FE} 42"-ObF 437,00 Lee gt Ty tha 5a = I Passel —h % a Gi cA Le 15" oul Wie INLETISS 12" 80-541 Sep-1500 FE * 00 132. 74+ = a an ee = IL-SHPARATOR-115 137 as 7 RT t | eater } =i pane ‘4 GRATE 134,79 — ees ar MHS 133 ! RIPRA ; Sarecy: MET MPa t 100 aes ioe ee ee = wet ee | H ae T r to] 13+-S 702077 ERATE = LOS Leis" Ins 0u27- ga . ba 140 ¥. Bao ar tay a oe 129 tet TOP SORT. LE 8™ our 33810 o =! ma OUTFAIL nad S=0/-0352 bare —— BY 345" (SO. 0745 4 SFS0-$0" RT z. =i ems STANDARD-ALUMINUMTAPRON AT ENG Lt LE 14r0 UiL f x EXISTING MH. } ~ Se | | | -S, 30TH PL. TOP 147.98 (NN / aa 571 = eeraae s | “INLET 18 I.E. 140.63 L251 / o L = 266.00 | |e | nee / raat Te a Sty ran 11457.52 17° LT. Sei \ = \ Wiles 5 76 \ & 2H 95" LT ‘ 2 < Nc Sy N . REMOVE EXISTING CURB — t WITH IN. LOT 78 en é x } INSTALL *M.H. 34. i NEW PAVING AROUND INLET e bq \ OVER EXISTING 15 LINE ko} \ AND MH. TO SLOPE FROM é O Nog,” 5 w/ §=s 75 CoB. 15 \ EXISTING CURB LINE LT. & RT. Ls oS Ny INLET 37 MH. 26 Pe 65 8#60-35 38" LT TO DRAIN TO INLET 35 o> 10 ay 2410 17* LT. ~ 2+23.5 5' LT. £ ; q — MoH 2 fs ~s, & Z, 11420.5.17' RT, | 11420.5 5* RT. : 78 (a) 2 Q= 91°30'00" o 4, nN R = 130.00! MoHe 1 54" 1.0e 9 Nin L = 207.61" 4] «aN 24" OTL SEPARATOR ie 1 1 M, ; le; FT = 133.44 3+99.47 38 oR A= asks oo" Be N\\ ay ae 9459.54 10® RT. Ug Re | CB? if. 2 ‘ = ' 90.5 Sg g 4420.87 ae ea Way fy “Up Mop z 2420 17 RT, sees cae 4 ape A 4 INLET 42 {NLET 30 ot? oirey : 79 a 4#82.85 17" LT, 6430 17° LT. 10. 6 "Vey, yp, 8 doco OUTFALL : iy 2g 80, 2h\c0 15” OTL SEPARATOR 25 bag 5 Ip, foe he, - STANDARD ALUMINUM APRON AT END i Joss ° ! es 2 ° 8, Cpe oP Qe _ Se pyle 9 IN. 190 SQ. FT. < 0p e 4 Ue RIPRAP ; EN } SS; Tas’ , < “ary = INLET 32 2 " 0#30.5 17° RT. . ae 6430 17*\RT. Zor RE I.E. 102.2 RY C.B. R8 8 ex YN pai 98 4482185 17* RT, [~ afCElVEy on ny n tt \ 24" x24" 15" TEE © NOV 15 1977 24"-35" 7 \2 - agi8 4 \ ULYep, 5 6 APPROVED BY: | JOINT VENTURES INC. ° ba SCALE Hil'=40'V dere} VICTORIA PARK 4 Sp OATE APPROVAL rated dhuikeiiey| — HARSTAD ASSOCIATES INC ROAD AND STORM DRAINAGE = : a Bees - PLAN AND PROFILE. she REVISIONS Sr PP1N2-77 12 I3 14 15 16 17 18 : 19 20 2l 22 j ; uae ae 7 7s ve H =a 3) = a a=. =f é 3 SE) BE ST 5 - S = i tnles iPS EAESTING GRADE, 25"—tEFT (el 5 tea tet m : = SST ho or =i ote Sle C/E GRAD 5g Be Es [=H be + 1s bad tel Den = sl =} 230 oY . ols E pe Ped bs i bar! 220 i FH rom 230 SOV BEOLE O18 ——-tpj=—_}+ cS) a es ret : = a = — las + ale IAL al {= ee 2 cars = a ES ct . Py BOF 7 —s rypot ~~ ee a cee ee te eh a ; at of I =P tor aN oO oO ud 4 rer fa Le => r=) =i bet = id Bl 2 ol Ls 2 Ss kad PS] Pe Nid 2 48% 3 ey - alo Bo] ay Soe pla tot Tt r tare a 5 apd Be = a _——_—_ ti yet aray AY 220 “|e = = = Ks a wT 2] SI fos 3 ap iz a zoe el J nett =~ \ 220 : PLieae Sood ae es Ls Fol ow ae = oom ato = ATS Say EXISTING 12 PyTothnp aphne och KH . . al fame id Foal 4 S CALS is 190! Cc T1001 Slat oS n2d Post Slo Ol SIG =) (=3 Pow OND : Sind Bd yee GF fess ra res Eco RIGHT 7 = = == a dS PS TN Pl tig 1 et ele 7110} set zi a PT [it SOEXESTING C.B- sa i Pe 1 de 2 7 ~—21¢5049k 47 SEF ro Ai car f i oo Ba |e We is = GRATE 228,10 arin <j pr BW? os Zi ri a 210 S ren i tet a fe lea Z E Zz LES 12"CIN 218-46 200 210 %: 4 C=a iZ * z & uy [O, > 1 Thus [a A ote DNS Pete! a cate toes. a = jo 0 Bs fRTT fo L Bb L Pg = TH UCT CHO. IO DT soles = a— ix iva fuss Co orate 49: I+ ad PS eile iA at SS Tg ~ Citip tf, bts rd rs rn me ZA PSS re) a] Ua AON GRATE-219 18 TO0* WiC . 10 =—pF es] Hig a SS bal a i "3 ‘ a = =a i) +h ARIES = Z 3 Ss Z. a LE Iai 2tés . ale a Lobes oe Pra4 oS aS bear! af aa SY ar 14 Pad aN ye leu thloig & of Lind ian Fo SS . fori Lee REST Be LZ. tote po intr etos a 200 Fin : +a ‘his is LAA Yor GMP LE 32" our 21620 200 rr uy a Fe) I bad * : X q 4 a bs al =) 2 J = Cs Lacan al Po EXISTING GRADE B0* LEFT NF Z = Spe ae Ss es oOo ie oo a at Pia z : SS SaS> cal INLET-20 0 co | fe he 2h = : a e x ae lien CAL EXISTING-GRADE = SS s 2H it T ae — = mj 3 2- tt = =| Zz —— ——— GRATE 219 19! — EXISTING “GHADE Prt Ie) {Le (S) = as aI ben i 67, PE AE INUET_11 = +8! > ts LHS rl a = es atlas a LL iy (2 Tees Or Sule BSW Ea : LE. 18" Our 216-90 = Fue 7 190 Sls 26 Z| ee oN Est Sp s-0f 6108" Z 200 190 — oS =f = S hard = rr Pri — fd PERF TPE 5 —— oI ol toy OO = te mi hcl i. ao. is sh LH. 8" QUT 196-50 SLOPE 29s ee ~ = + ‘ . ray ~ a ean PE VEavi GR 2 ie FAS SS eis | Sa 3 a aes FZ SF = MppROKIMAT Ee Fee = ols ol aaa Leer +14 gt ZS 4 Aid _ x, = Lol Eg frei (2) => — =a ——, - o2N LOS =: PR 8 —- = fies bay ae = ty Zr ano 16+ 76 ie te CB. @-TYPE[2—— CB. 19 = Stet a [a a J To Wy GRATE +9. 38+99439—-37- ++ 194991394 Boks TOn to AWA = 7 [bh TOTSU IS 17] _ KT 180 nit = rr e ; jac SA 1 SS CRATE 1d —7 GRATEIOS.3 SS — iv . pies ao. yo aon Aye 9 cA 2 tual eure! —t RaCEXTSTING [GRADE [30* LEFT La ae tHe tet Ou 18960 TE. gate" IN 189150 LE 2* IN OUT T9s = a E - = Cbg FE 42" OU WET OH 424" 3 S044 = i 3 ~ C7CTEXTSTING GRADES, < ote +5450 +4 SEPARATOR THO.00 3 at EN BHECH —= THope: Se), vst H AL BH4 a Se) GRATE 1184.83 = \ +2. $56 ce am G2 x a= + L) CB LYPE 12 EW TE. _12* IN 1& OUT ITSO. 3 i 4h fe 170 = : zal 18490289474 80 SISTING ICRADE 0 RIGHT 3 INIMUM 36 SQ.FT. RIPRAP ~OUTE — oe T8o_50 “0 meaty 04t tu : ee = STANDARD Al UMINUH APRO pie ae 8 OPEN DITCH eae i.e. ie WITH of 271 .P i eT T OUT WITH OTE . 12h ae z — A { —f Tete] 163.3 SEPARATOR 140-00 MAE : 160 33+94-5-R — 7 ——| HIN EMM -96-99-—F 7 REP RAP ZO INCET2T TOp_173.4] +3460-66- HARE Toko lT2* I 168. #0 GRATE V7 5 PoE 2=8¢N-169438 a0 NENTRANEE TE, 8" OUT 169745 LE. 2" OUT Wo OTL a Se0-YP= SFANDARD ALUMENUM APRON AF END 5 838+ S=4 0084 SEPARATOR 168, 30 MH] 4 ee ey ee TLE T7197 ; 6G. 76 5,_tth 160 TNEEM Tee TOP 1763-8 — 144025355! RT TE 15" IN 158467 GRATE 72 po | ef 2-358 492 Les ft? 786 TE} Fe" Our WH OTL g!32+ =) 0242 SEPARATOR 1158.0 a ! i 5 exe} zh Lk AW4 5 He a _... OPEN DITCH 12" 250.00' : aw Ss 57 c Gretta 36 SQ. FT. RIPRAP ON : i ENTRANCE : .& : : Y STANDARD ALUMINUM APRON AT END G : TE. 1712920 2g aA A 52 5 MINIMUM 36°SQ. FT. RIPRAP 1 44 39 2 @ OUTFALL 2 i . STANDARD ALUMINUM APRON AT END Qc? 45 I.E, 183.33 Ws , WER Bx? : un Sow 2 WE FRO eA a yw ee? q =nG 37 ea 4 o& H. 43 or 7 2. £ j INLET 18 ; 2 38 ee 11457.52 17! LT ve <CaB07 INLET 17 ‘2 ; 2 21411 17' LT. +20. : i bY) . 11#20.5 17! RT & RS a Tex 21380 T.C. 214.0 Fd % Fe ee Ser et Bs) C.B, 6 TYPE 2 S: BM Pg : ele 42 12" OIL SEPARATOR My Ss oe 18*90.39 17! LT. 2 hae a 17+#08,56 38° LT. fo} ob wre 2 47 CHB ME A: \ 18#90,39 17" RT. 4 CONNECT. 12" PERFORATED PERFORATED PIPK y PIPING TO C.B. 19,FITVINGS MoH. 8 12" OTL/SEPARATOR : 48 C.B. 10 13495 5" RT. f . 16+57,56 17 LT. 2 Ne ‘ AS REQUIRE A= 87°23'39" : INLET 21 R = 168.00' ‘o \e- 12" 100 L.F. PERFORATED PIPE Es CATES, Ie NOV 8 1977 me | geretgaie: Pe koe 2 eae - HARSTAD ASSOCIATES, !" T = 160.53! \ 33 \ rors coe tc oe JOINT VENTURES JNC. 32 e yarn ae), = «i VICTORIA PARK 4 oh gee CoBe 9 ieeg0 Wit. °° ae Miileli/izgy | HARSTAD_ASSOciATES INC ROAD AND STORM DRAINAGE ee Cpe GE ee DATE [J ENGINEERS * PLANNERS PL A N A N D p R OF L E ieee DPD 11) 0—F3t7 OATE APPROVAL REVISIONS ne NG 21 22 = J rau a G ae = ET re Vs Se : ole Pei infeo: SPS EXEST ING GRADE 25" -LEFT- fos - ale ats ge = oe 123 2 z a on = = ate = Spe Sts C/7L-ENTSTING GRADE += io or +15 id x Lari Ca 230 [=] = ore F xt mista 220 0 = = Chiat 230 Aso01y. EH! a fF) [=] J Of 0 bas J hei = = to0-+V¥ 4G. ler toy zo | Sto ‘24 Gad 2 > fo Ol— it st ay read ia Ris ral ad i. To Coa a = 4 a + Joy a) fe ; an 2 0 <2 Po FR ra) zs N : a BEE olT~ ES =T fe tit aa a 72 007 \ Z ~ 1 ed Fe me a r=) 7 ics 1 DA AD ry Edi mle PO > rood | zt [ray neil 40 . a) =e 3 ror—fee bed fea] a — = — —_ + iP) \ 220 ted ca cod o) Sa 27m WA eid bo iS) a eee sae 210 x 220 Lad = —- pe SA bd — AT Sam fox . rox i SS ga Fa eT ~ G ia a rai ee 4 A fey SL ig sallow ae = ~ = afi = 2 Aes bi a XISTIgG T° ry roriain An Fa | ai = . Oo sen Lol en a a4 Pont 4 co2) > tu EA oem | A CALOTENG RIGH 100! ia Too Vc > IS ines Slo OS Slo: cS | len. = mt = i = b- = = RAC = = cS PS ad ES NPS 7 Ph Fl Ole or = =| Toot ach : at FT = EXESTING! F head Ll pug hese PU | 2 iat oo 3 Sf [er] rio > P Woybrn aoe 39 rel pa] Paid =) > ty ig ~~, = oe oY * 4g ET LF rm 8 reo ars ars i a Bry ta For ert ri tt a2 banal beet et ee BSS feet = ga LC GRATE 228 Ta ory oad Pa i cA " 4 2. 210 : S ti a = a B= Zz TE t2cint 21b- 46 200}— 210 SS sr : BAS G if oT) i) 4 (ee: fa Pe, ch jf 79" gur oho 99 ©, bs td Kae) yy or | z= 7] ed WL DTT 4 t.B Z 3 ary oy a CIT +f ty txt 4 = 12 =e Bee zi Sore 5 and cee € ay Py ea Ho FL PSS et —— a GRATE 219 18 10g WN = +o a a de eS = 7 oe TEL 2s IN-2T6 HOt : ol Ci Lol & 1p SA =e ff Pa ae or : Gi yo fon tailor & ot Less ued Fe ~ ee ta A c= REST tote pS tht 216506 200 P= ie +i, % 7a + re] Bi 2d Gy i I YZ OMA TE 172" OUT 2T6I 20 200 a 2] CO. tory > * qe 4 : + foo . Lani [=] +p 5 = ham bi Hil Foaed EAIB TING GRADE BO" LEFT = X Pe Ld iad et Ss be Lod Lie Fadl mS > <i ENTET 20 oO bam Fool he 22) i > hei iw Pal Al ered aban NS “A, O34 shes, be en a = Pai Ga = toe = ra [rs ‘ ay C7 EXTS TING GRADE 1 a ott RE ae = ed =z NS “i Lea ot Peas Spr sa a . —— SS GRAT 219,43: Fao EALS TING GRADE by=4 Fo) ol So i Ae heres 5 na Sy Po 902 INET TT Pa ud Sot: P a 2 as Fg Ko) a= Las ea = at: [3 S/, oS ON 4+7468-56158-—L SOL P : LETS" 10:38 6.90 PE vu 190 y tet = ZS ala ait or ae ED “GRATE—199 or ee Joe rc 8" 3H S=86169- Z 200 190 OTS [=] pa. [=] 74 qu frril —4 id ronNT y Pc 5 Se. by Py A bad 7) hake ral a —A, I 8" GUT 194.60 SLOPE! b¢ s Spar a £ os =e = = FZ a get ie KPPROKIMATE| FE s als Sie S oe a ee — eS 4 Ni Fae r4 : 10 + Ps irri = = —— —— Zw C810 > a oT c= be] = = by Lu ap 7 ae ¢ iyai 1 a ae Pa sl ta i ty =) oe 4h.¥ TON Te UU [Ee TET UB LYFE [¢ ULB ¥y rr 180 m fiat Th vet =i tI +2 AY GP 7041 02 46496-19974 1 78498 39-4 RT La 7 iweYa’ a A aaa Z can 5 TID dat = a 40% Ti TS7,193 CRATE IT96.3 GRATETI96.3 od Pa 4 Fae oa yoo aon Aue a EA * Aral Geis RS ack me EXISTING GRADE [SUT UCEFT Lai 22, CB ioe Tt ut t oY P.E. q=lé N 167 {5U I 2 INS OUT] T9335 a a B - a eal Efe OU WH 0H. — 42" 3 S044 al f O35 NS UL7ETEAIST ING TGRAVEN, <ott 354564 7 E CEDABATNE THOT 3 = y OPEN DHECH -—— Fi Taupe S=0. 4 SAT EA a ates GRATE 118493 x z nS LATA = —— 59 a : — HE Li UB TYPE AZ Tk 2" _INT& OUT ITSO: 3 z a tRgan leg a3) iB°va! wae) — : — \ ——— a Bl TOt965 89-174 LT, tog | = aa vi — - RATE 96" 39) RIGHT z 5 S397 EY YSTING IGRADE 130 = i INT 36 SQFT RIPRAp | > 1a -12" IN T89 66 PEGE ihe U : s a STANDARD ATUMTNUM APRON AT FE ae Sarre aes shoo TL Be i OPEN DITCH Pare Eves fe. te OUT WITH pit . v4 = : yaStt \ —4 TC 165.5) SEPARATOR—149—00 MH. 18 160 — 4$3+95-5S-R = : 7 REM 36-90 FE REP RAP iw te) INCHT 27 Top_173_4} el h 13460, 66--| TF ART TE 2" 168280 GRATE 177 175 - TSB 46S E an Le FRANEE TE 8* Cut 1697145 TE 2" our wo on = 520.08 SEANDARD- ALUMENUM APRON AT END = 8" 38+_S=4- 0084 SEPA R 168.30 MHI 4 =hu 4o0= ILE 171392 “i 44 yas a ve iW-~va) 6h 76 5S, tts tod INLET 22 TOP1163-38 *s 1 44492-53515! RT, EE * T58)67 Magee Ge ee re} a2-ty t5e}92 Te [oo UUr ty | TAY 8" OUT WH OTL i : B32 -S=9-0272 SEPARATOR | 158.01 L IBhO aE! KT AW =e a8 OPEN DITCH 12" 250.00' : 7 A Shh 57 ie MINIMUM 36 SQ. FT. RIPRAP x ENTRANCE : ‘ STANDARD ALUMINUM APRON AT END a LE. N/T oR [S) A 52 ‘ MINIMUM 36°SQ. FT. RIPRAP 1 Bie 39 7 Ox OUTFALL Ss 2 STANDARD ALUMINUM APRON AT END + RE? I.E, 183.33 : 45 ; Maan? eae 37 <INne - SEE SHEERS an 2 ; INLET 18 : 2 38 11457.52 17' LT : y *C.B. 7 ; a ‘ INLET 17 19 2 21411 17* LT. t % ’ 114#20.5 17! RT. wu 2 T.C.2730 T.C. 214.0 ° x 4% Se gins Cn gs x? — Goce a ; SO RES C.B, 6 TYPE 2 3\ 21411 17? RT. oe Bees 42 12" OIL SEPARATOR XY, \s eo We 18#90.39 17! LT. OO a6 12 \ 4 eae Pie aun OF REY 17+08,56 38" LT. Ze Finn A> 2 79: 29 (oy REGU Fp O * vt yy . Nhe calms NOV 1 sft 13 = \ 18#90,39 AZT RTS Ms Se ee & MoH. 8 12" OTL SEPARATOR 48 C.B, 10 6 . CONNECT 12" PERFORATED Cy es 13#95 5" aT, /f . 16+57.56 177 LT. PERFORATED PIPE y Ae ROUT 19, FITVINGS © DEPR A= 2330" “ \ pies ou INLET 21 R = 168.00' 2 2" 100 L.F. PERFORAKED PIPE fe Q we |= NOV 8 1 ‘ 13#60.66 17° RTs L = 256.25" 2) C sc HARSTAD ASSOCIATES, !?° T= 160.53! \ 33 \ ee pn DATE APPROVED BY: : At JOINT VENTURES INC. SCALE Hilt 32 A £ ~ | DRAWING BY BE LC.L. deme, | VICTORIA PARK 4 ae CeBs 9 30 ‘nated eeliiyy | MARSTAD ASSOCIATES Nc ROAD AND STORM DRAINAGE = =) OATE APPROVAL 15#50 1X” LT. [| ars ead PLAN AND PROFILE a5 ; PR-/).9D-1"7 REVISIHtONS a 210 200 190 180 170 VE. Ss — {STING MH. EXISTING 15" RCP _ Ur. RISA TO EX SS <a CU4 JF C 130° ON MOR I 15 13 4 3 TUNTEAISTING “TST PIPE XIST €-Bis GRATET207—0 E 1 PL) REMQVE EXISTING 15" . - TA f- f VA aN 1 Bo VP Q> 4 “TN 3 TOUT 14450 TTy 4 ot YY elo} 7 baat 3 TN_H58267 nsw TY e454 Thu ray 1a" Our TIE Fe le, fe cE PARATIOR= T5406 E 7z 's | C 100" > oe) im I £4. va =0-OF PE OUT 158-69) Vat ct TH ICF IVT UT CT gry Qi bel c SFO] UUSD ite Bele} RADE Ona ™_ CTLTEXTSTING “eR TU Toru nN ont ¢ 2 NH 3At c Joab E abs B can a ==) De Trett« TOP G2 27 r GRATE Ng £20. 25" ae 24r yl uit Ha Try To? val To te To hd ll = o> fPP-102-79 EXISTING GRADE 2H LEF wD my baw iL hat 5, wean en ¥ 2: get yg GA a ics thy OH [ber Ja [wmv Wad TS ji=Wa) KP AW TAD ay \ Ee ” | ea \ m ge AS ie LO S 9 a : Ss Ye a | % ga s e : “i 4 ee SS “ 8 =e . \\ pa r s \- es a ; ra e i a P (a Se o ie al } 9 ER S & Ww ; No y ce OF Se ] of ® la n a z e e | 2. ae ee \y SI H = 9 aQ s j =z \ wo o ee NC A 75 ay [e ' o ) 5 Se ¢ re s w ey ee a 4 Oo 2 LJ : aB e = = 5 mG om le s he y / aa ) é <x i oe tt r e ke é Pa i s = O = ca Se 2) ew B =| Ne t oy a 1N | we & L. <i <x & » B |W ) oe O O . \ =< |@ @ i a s f = | = S| / t a a a =) t- cr —! ae aa d 6h En z\ < 2 oO i == - iJ za © a CE n g 4 >! | 1 O a ag Ba s e =e sd oO < § Zz > ca l nM Oo Qo 4 =. << , é fo ) 11 18 9 ° €¢ = {A M sa g e s la a 98 ° 6b + l “V L S © = 98 ° 6 r + l “V I S Yo ) Go re Er o Oo 6a F Se 2 2 z a 4 oi y § ay fi o <° rc . an ww ? E mi o at D ae i 2g <5 wa n e s ie Oi a 3 oO fo } <q £g * 9 9 L “9 ' L 4S " 99 “2 ° L Qa 9€ + 0 96 4 0 < wn [4 09 ° S 9 L “2 ° L = < 00 ° 2 9 1 “I ' L 00 ° 6 9 1 “O ° L pe a . "g 00 7 8 9 1 “9 ° L — IA p ws \ Ly SY Om 3S NS S £ L ti n y ea . a aN S/ T as ee JI S @: 38 NE > 2 NE [o } ~ a a NS ou 2 SE \g e Cy © ~ (t ) 2) (¢ e ) fe ) (C o ) Si Be e “L y .8 9 ° 2 65 ° O0 6 + L “W L S 65 ° 06 + L “W L S o 2 e ° S Z + L J (o p ) ws © Re rs ) as = o QI : 5 oo . es 38 st Lo Lo : ai ee LO te Yo ) 5B Ww -O Or O} — @ (e o ) BR os s al e s Yo ) ( Od MO ml e ( XS | F dl e fo ) a [c } gg ' z g i ‘o r k | JS \ 99 ° 2 5 . ‘O ° L “R 6 4 0 ! BE + 0 70 0 " 1S k “9 1 Os 7 s l Lr «6 S 2S 'S “S A V HL Y O M L I H M = ¢ LA S A H S 33 S 5' RIGHT rat VC RADE 160! 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OF TY WT — GRATE 158.114 PEE Spar “== MINIMUM 36 SU; FT. RIPRAP Lis TY UG S=U.UUSU TES" IN 155-4 © zoe | yon jr 7rcl 42 INN Bars sa F 2 Ir X 140 3 aS * INLEI45 CBP 43 TYPE-2—_ \ SE 0PEN DITCH: a,a5) no teh ceaaloo 99] ors of \ JTO?].O7 TI CT % STEAL CF Ie iq GRATE 758712 GRATE 150150 = TE) 8" OUT 155 .B4 LE. 2 IN 146-73 ay St 36+ S=610123 ££ 2 8pT WO \ SEPARATOR Tan 23) NY - 1 24 23 ad - - 1 22 . ey Ss. 301TH 46 52 - INLET 45 2 2 3487.89 15*/LT. = 5 2e ‘ e 2 Sa -: [vey = ear! 47 ow 5 a s+ Fee PB ow N 20 + ee te S 45 wo ® + am oO = fr uJ S oO : = LJ 2 I & : 2) ; .B. 43 TYPE 2 YO m 12" OIL. SEPARATOR Se -53 5449.29 13.25* RT. Ll wow as ; MN 1B. 2 17+08.56 38' LT. Lu a * SS ” a & Caaeee sa 42 = Pies OF Re A WS S etGlly Se OUTFALL STANDARD ALUMINUM APRON AT END I.E. 145.50 MINIMUM 36 SQ. FT. RIPRAP 4| 0, ae NS HARSTAD ASSOCIATES, INC. Nov 8 i977 2, & DATES SCALE H. APPROVED BY: JOINT VENTURES INC. 8 Wiktevewt ao! | VICTORIA PARK 4 cae Kietet Wacketifyyy| — HARSTAD_ASsociaTes Inc ROAD AND STORM DRAINAGE = === OATE APPROVAL CHIEF ENGI ATE [] ENGINEERS * PLANNERS P L A N A N D P R O F | L E eo , I72/02-79 REVIS!tONS ae ee es ee yd s TA L B O T CR E S T DR I V E S| s > ee Sw, 23RD ag \ eae Ts > | ~ \ “ aes | i AB elie \ < | = at w \ o | 73 | < ‘ A es ees { be { | 7 Boo : a | | : t \ bg ae oe AN Ne N ( $.E. 68TH ._ ST. a : mers VICTORIA | Sey bm SORTA PL ae \\ ye PARK NO j | | : \ Nel Ate Me ee eer se RA 4 \ ' | EVERETT STARK i { i Bis =r Nees PRS NG Zz \ - | Se 5 | fee Se a ee \ EO oO \ | ey = Soe rd oN \ \ ee \ PR \ = ls a SE ee ase Ne 7 YN é 2 . | ‘| al : [As ; \N \ . Oo \ . : ie ee | ee a eee a. : ne | l a / al e | | 5 / ms - | x aed ‘ ee | | iad | | VICINITY MAP | | ese 1A ama t \ MILES | soy. { w ieee Yael ‘ NOTES: \ \ ~ re | — . eae Sta re |. CONSTRUCTION SHALL CONFORM TO CITY OF RENTON REGULATIONS \ @ | 2 \ \ is AND STANDARDS FOR CONSTRUCTION OF EXTENSIONS REVISED inc | \ o| \ ae JULY, 1976. \ 2 Vee ee ed | | \ ee \ a \ ( 2. STATIONING OF TEE OR WYE IS FROM THE LOWER MANHOLE. \ | \ ; : ne |. Seam Ne LS | \ ee 3. 6" SIDE SEWER TO EACH LOT EXTEND INTO THE LOTS:3 FEET. ee \\ | AN ames pes i oe. eee: | WITH 2"X Bon fle EXTENDING FROM END OF THE SIDE SEWER. | | NO ‘ | | eae 4. INVERT ELEVATION SHOWN AT END OF SIDE SEWER INDICATES re od | | : CRITICAL BUILDING LOT. I | r Cr \ : ee peame La: ba : Vl | \ \ 33 | St \ \ | = | HARSTAD ASSOCIATES, INC. Nov 8 i97t- MANA ; Pier cor = a : ; : : 3 ae “ : ets : : ’ = ER eR i ae Toano. AOO-OG3. | | ! , : JOINT VENTURES INC. © [ome genie) + fy pees 3 scALE 11000 : » ae ee cen de : a ee VICTORIA PARK-4 > SBR : , wanstap assocars wwe | =| SANITARY SEWER : | “ Re) aan See Non 4 | Cl om") PLAN AND PROFILES _ fees sae oe sei i pec Ble Bb kets aaece srt can ee er nae cages sane mn : Slelpipiedits ladeebelccaebemnsaoe : é , fF 6 i / ie of a 4 Fees / Baa ae oe } / / | % Peg J rai / A. / J / ca / / = S { ( 76 oe galt va bd / / ee / j MH, 3 : ‘ | a0.5 ur, Se 78 : a i a BSE Pe A AN eee y, Se & xe : Sk | f ts he ps aval & . ANSE 2 oe Ks es ~ < 1+#10 5" RT. ee: 2M = t See bane \ "27°57! 3" he St Ey oe “00 : Se fa 5 a ON Ay he Ko [Re -) xe / \ \&. CSP a BADE eo, \ \E af ee 130 Se Sf D> x es Faw or : L/S Pe ie ~ 4 is oN fe % ‘ d i / ae a % / / ‘ feren c f M He “4 ees os ° 3489.47 5! LT. / / é \ | rd O+03+ 5° RTg ‘LOCATE EXISTING O& MoHe — ‘eee > Sos. BIRT / / A Ae ey | / Aj Z : at ates of! ae : ee / er a “ae ff & 4 | s / > A AY > ™ \ w Se Ne SB y fe. o\ : A Se us i ¥) ; a ae A See Sk SX 29, Ne Ve Le oS Yo" LOCATE END OF EXISTING Se Py — 8 LINE & INSTALL M.H. 17 << — Ease PSs Belt sae peed SEEMS ' . EXISTING 8” SEWER- Ripe al ral Ue e - ) : MoH. Me eae va Pf <*>.) Fowrogrs ta 2. / Mote 12° 3 2423.45 5% RTS 1468.5 5! RTS 6 MHS 11430. ee 5e LT. 8481.35 ne Te HARSTAD Z soit 1S , NC. NOV. 8 1977 APPROVED ‘BY: Te cat JOINT VENTURES INC. JOB NO. Td. QUECT ENGINEER Zu l7/27 VICTORIA PARK 4 Grell i kale Ufyfy es & g ay, ANE E SANITARY SEWER PLAN DATE SCALE DRAWING BY ! CHECKED BY. APPROVED, _ | SHEET OF. Ose OO INIA: dee 4 a Fi x Vs : He yi, : v6 | ‘ 54 ff f aa f ee * \ ; 4 yA / ee % a / = —MeH. 11° = / y, / | 2#72,73 ay | C ; 3 eee ate Mally 12S | ~ / j J ee: Tee 2423.45 5° RT, M.H. 13 | Tay / ae 63 1468.5 5! RT: | fe / /- ee 6 ee Ws | A Oe: va Dy f | yea : : | : O / \ 87 ele | | POS acer ag 71430. st BE LT. ‘ By, i SMe? “\. T#10 5" RT, 13 M.He TRS / “16 BIRT ee if; ae Pe a oi a \ RL ~ mea 0° NOV 8 1977 Z 2 cnet We “A JOINT VENTURES INC. ‘DRAWING BY 8. : CHECKED” BY. APPROVED, APPROVED BY: VICTORIA PARK 4 ey BS LOCATE END OF existing: Ree / / | Te Oe i Oe Sars 75 ial a Y 3 Emme pe / DAS ee wh fe aoe NS os ae ee peo (amrmeesell 11 (7, 77 fe. : 8 Be Nev Fe | ode ENGIN ~ SS a ne A ‘ 4 az * x ; i : Be a | a ia elit Baha lily i SANITARY SEWER PLAN site @) Lye ee : £ : Be 3 : "VOR. Bonet ON sieecdand looming ieecboaaanrsoe = en eens pec diate eases hasten meropttane er neyet were: sen ; = \ LOCATE END OF Existina \. 8" LINE & INSTALL M.H. 18 \EXISTING 8" SEWER Ree ae MEME N TaSra Sa Ra NN 1 A 40 | Mghe 15 yi 8483.56 5" RTs 38 2p oe Ty ae 4490.16 8" RT q REE 25 \ OE \ Vedoiat o¢ ur. 5 MH. 8 28 12+97.3 5! LT. 49 48 MgH, 10. 5 1565.14 5° RT» 47 i Bs in e ) ( S M I T H E R S CT 6 ' SIDE SEWER 19 4 1486.5] T4615 40 put LL | MH. 5 | [peace 5! RT. ( fies er « 18+00 719+00 20+00 15 + 6 5 . 1 4 Se 30 3| Cy SclSi ST. a2 TLE. Be Tae”) 34 Stet NLOT: SS wh nS ALLOWED eae 3 Oe S| REV. NO. DRAWN BY, REVISIONS APPROVAL | co ) APPROVED By: Uf7Lh 7 jd as ENGINEER ~ DATE CHIEF ERIGINEER HARSTAD ASSOCIATES INC. . JOINT VENTURES INC. ENGINEERS + PLANNERS VICTORIA PARK 4 _ SANITARY SEWER PLAN | DRAWING BY 8 CHECKED BY APPROVED, DIAS a ETRE I EEL STS TE ET PE LE TL TET a ™~ x = 170 wo = = 160 - | s+ Ww = a 150 2 = = ; = = 140 : a ey j =6 9330. a Ce] j | yee > a I\ | BRE Z ro ub FU, 050 130 = 7 —$=6-0050 g S=0,0 — a = = Zo. | 20 ae a ae 2 = DA =. 2 se = a 110 wa nea eA Oa it oO. \ (Ne: scat 100 an S=0.0050 DISTANCE 25 '+ 81! 124.96" 150.38" 162.94* 338.37" - 250.02! TOP M.H. 105.7+ 107.1# 119.95 136.87 139.89 138,75 151.92 igae INVERT ELEV. 99.582-99.68 99.80-99.93 111.50-112.00 128.00-128.14 128.89 129,70~129.83 141.00-141.05 154.80 DEPTH AT M.H. 6.1'+-5.9' _7.3'#-7.2' 8.5'-8.0! 8.9' - 8.7' 11.0! 9.V'_- 8.9! 10.9! 13.1: fs) = f = = ze 190 = 170 = o 1 Z| S 2 I I\ = 180 2 = ia 160 ial 170 = = el Po) 3 — ; = é af g" — f I 170 I \ eae 150 = a 160 = | i ee 2 a | | a SO I.E. 160.09 g"_S=0.0188 ___ —— ee As 160 eee 140 ae 140 aa 20,049) Sm Ee a =a = eee 8" D.1. DROP STRUCTURE > | 150 ALTERNATE ROUTE 126 130 DISTANCE 167.38" 108.56! 181.87" - DISTANCE 267.73! DISTANCE Se INVERT ELEV. 154.80-155.02 163.24 - 163.37 165.90-166.00 178.35 INVERT ELEV, 128-89-129.25 159.50 INVERT ELEV,141.00-141.40 iaH0D DEPTH AT MH. 13.1' - 12.8! 8.5'- 8.3! 6.8' - 6.7! 7.05! DEPTH AT M.H. 17.0' - 10.6' FO DEPTH AT M,H.10.9' - 10.5! 7.4! ESAT Si a | er \ FARSTAD ASSOCIATES, INC. Nov 8 1977 ¢_ RENZS LZ Y APPROVED BY: NY (Ss) yr +] DRAWING 2 >) CHECKED eon APPROVED BY ey oS SANITARY SEWER PROFILE _ sur OF... 5 PREIN I~ Secdicbenceteo? pel?” HARSTAD ASSOCIATES INC [ ] ENGINEERS * PLANNERS wo x= 220 = ive} a BEA = I| 210 = at EXISTING GRADE —\ al \e ! SS == oe Sean N ZG — 200 = goo a. 7 N v Z a = vam cags i S ——__ Sp ossIple FUTURE _ = FINISHED GRADE \ Si 190 [lS J et 9 PO [| LS Se Oo = = a See Sac 160 | ! 3" S=0,0060 al Beasslill 150 DISTANCE 163.54! 405.73! 273,52! 188,44" TOP M.H. 167.86 163,92 184.9 196.75 215.70 INVERT ELEV, 154.80-155.02 156,00-156.13 176. 90-177,.00 187..94-188.20 208,17 [DEPTH AT MoH. We = 12,8! PU Th 7.6'-7.5! PR een 7.5: _| 154.80-155.03 r x N = y =| qi = 140 al 160 = i ll = a. 5 1\ { = i = iicom (= : 130 = 150 a l\ F520 0 eo ule ) ai ‘ tit eG < its ic es PR = Fes see ares ao ' , Pes a TE ad al 3 Ne Migs PS ae yuctl© 2 ea 110 = L/ Sf 130 = SH Y BS eT, > 1 sf INSTALL CONCRETE ANCHOR Va Le Y aT A 7 MIDPOINT BETWEEN MANHOLES ( Sg 100 1 es 120 1 2 ) Sine De > y Mal 1) USEle | "8"D.1. DROP STRUCTURE ve sob" ar 90 NOTE: LO 4 DI é t SLOPE & LOCATION OF EXISTING 8" “UNKNOWN STANCE 206.49 107.00° INVERT ELEVATION SHOWN IS THE LOWEST TOP MoH. 123.8 ene es POSSIBLE. CONTRACTOR SHALL EXPOSE END OF 80 EXISTING 8" STUB BEFORE STAKING INVERT ELEV. 118.00-119.00. 147.50 152.00 DEPTH AT MoH. 5.8! - 4.8! = 6.3! 6.7! DISTANCE 72.25! 336.27! TOP MoH 102.9 123.8 ame fie APPROVED BY: JO T T INVERT ELEV, 87.6+-97.00 118.00 134.00 IN VEN URES INC. DEPTH AT M.H. 5.9" 5.8! 7.6! VICTORIA PARK 4 SANITARY SEWER PROFILE DRAWING BY CHECKED BY K.. APPROVED, PFE/IOZ~ 99