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Home My WebLink AboutLUA00-029 - Large Format• 0 _J " 0 ·' w ~ ~ ~ 15 ~ ~ 0 I " ' ~ w ~ ~ g ~ " w ~ X ~ 0 I ~ O> ~ 0 I " z 0 , <O ~ z ~ ~ ~ .; ! ~ C ~ 0 • z 0 f-- 1/) OJ > U) I X Ow w 0)2 =>o C) U) I z 1/) f-- 0::: Oz <( O:' 0 w >== 2 I w __J zW (_) -m __J > co w =:) I Q_ f- ~ 0. '" 0 ~z "' Oo "' ~ 0 >--E-< 3: (J E-<z Li """" i::i:::l ::, Q. u~ '-.._ a, C -0 ·s I m '-.._ "' C - C C 0 • • F •al ii ~ii ~~ • ~ 0 st II ' ~ 5 " I a ~ i • , ~ " Q z ~ w ~ () _J Q. ~~i -i cJ ~ 8 ·~· ". ~ ,:; .. u ~ " ~ 0 I ~ Q' ll. Q. <[ w ~ 0 )- m z 0 Vl ~ Q' 0 z American Engineering Corporation PHONE (425) 881-7430 --\ -- I ' I 32 \ 31 I ~r N "'I - "' I _-.:t ~ "' &i "' N I g ID N I g 33 TRACT "D" WETLAND -- TRACT "E'' RE SER VED FOR FUTUR E DE VELOPMEN --N 00'2 5'13 " W 124 09' -- I I \ t I PROPOSED 2,043 Sq .Ft. BUFFER AVERAGING AREA . ...J c.. .c +' "" w z +-- _J_ -- Engineers • Planners • Surveyors 4032 148th Ave. N.E. Redmond, WA 98052 -- -I ' I I ' I 30 I R-35' FC R=25' ROW I -+- I I I I I I I --~ 1-,, -\..-_...,. \ r: I ' \ R-184' FC \ R-17;).J.RCl'I ' . .,;,,-~. 35 36 - 29 EX. 12 " CO NC. CULVE RT -- -- I -I-- 28 37 : : u:: : . ?: : ;.: . ~:-:: .: ~:1 : . .; . > . :-. : ;- : . --: ~ ., < ;.~ ; -~---. . . -- -~ 38 - N 2 7 N I <( -- EXIST. SSMH #1 TOP-409. 7 FLOvVL.lNE E-W 1[=401.5 00'16'39" W 5 .8 ' --- I I ' I I -+--I------+----I--_,_ I I I I 26 I 2 5 24 I I I I ! r~r-1! •u1:::i I' 1~1;,, ~ 1 I ,-1 -1, ' I 1 ' -~ ...... ls w "' 39 40 41 -__,_J-=-,,...........1 ..=- Noo·1,·44·w ---- I 23 ··!;':-· . . ·--" 42 208.09' 22 I I ' I ' I I I I 21 R-25' IFC R-25' 1 RO>YW~<<:::'.--Ji N 00·15'39" W 20.08 -------- fl ;i ~ •.. ·1 -_:-. I ' ' " ·: I > .. I I f I' I I I I i ' I I 11 I I I I ' J)I I i • ;·r . .. )' :_ I 20 CONNECT NEW s·, WAT TO EXIST. 12" DI WAT 12"x8" REDUCER & 8" GATE VALVE I ' I I I I I I I I I 1 R-25' ROW R=35' FFC 19 - 2 R =SO' FC ' R-29' ROW 18 L------1 __ _ 17 -------- l I I I I 16 ~ DRIVEWAY ACCESS -------- -~---· TRACT "B'' .QEAINAGE - 3 : ~ \ --~----------- ---, I I I 9 =1---------- 10 --------- 11 ---------------- 12 I T ' r "' ' r--v · •,O * !-. ,_ ·"' I &i r r :L: " • N I 0. 0 0 --R-25' ROW ::-i .I ':-1 WE TLAND "A" GRAPHIC SCALE 20J i-.-. -- - 20 <IQ I I I INCH = 40 FT. - 80 I -- -- N ,j N I ;:: ,r., ~E~~d 1 ~ ~ 7; EX. 18 CON G. ii? ' CU LVERT a ~ 5f I-' (/) x w TRACT "A" WETLAND - -- 2,039 Sq.Ft. WETLAND BUFFER ENCROACHMENT BY ROADWAY ANO U T1UTIES VARIANCE REQUIRED FOR WETLAND BUFFER REDU CTION TO 5 Ft. BUFFER A VERA GING PROPOSED AT TRACT "E". - I l EX , CB #2 TY PE 2 TOP-400.3 \ \ 24 " CMP N. IE =394.5 2 4 " CMP S . IE-394.5 -:.-=-...::--------- ~: I --f3, I --I ---1 _____ 14 ____ _ 15 --EX. CB #1 TYPE 2 TOP=399.1 24" CMP N. I E-391.6 2 4 " CMP S . IE=391 .6 2 4"CMP E. IE=3 91.7 r i : ·~ )·, ' ' 1 I )< ' I ' I I j-.. ' ' "' r--• ID ~" ::8 II I "' .J II w w j--. _j fl:: "w i"' . 0 :g>u~ l")?;~W ,-z II LJi U'I Z <( .J o :2 :t: :cW >,OU :2 a.. a. i:: I-cno ~ o o U)I-COroZ IO EX , CB #4 TYPE 1 TOP=395.6 8 " CONG E. IE=39 2.8 8 " CONG W. IE -392.5 L u A 6 11 PUBLIC HEARING EXHIBIT U -6J:>1 AEC #9838 14 LUA00029 '----------------------·-------·--------------------------·-----------·--·----------------------------------------------------- W-00-02°1 I '· r-ry • I : I I I i I / I I I I I I I i I I I I ~I \ '· \ . \ I) CITY OF RENTON PLAT NO. - NE 5th - ST. RECORDER'S CERTIFICATE ................... . filed for record this ........... day of ......... , 19 ....... at.. .... M in book .......... of ........ at page ......... at the request of Mgr. Supt. of Records LINE TABLE !NE-NO DIRECTION LENGTH 1 N19•43'21 "E 18.08 CURVE TABLE 2 N19 '43'21 "E 6.88 CURVE NO. RADIUS LENGTH TANGENT DELTA C20 3 N00'25'13"W 16 .01 C1 55 .00 278.19 38.65 289'48'03" C21 5 N50'00'11 "W 31.51 C2 25.00 23.95 12 .99 54·54'01· C23 6 N1215'55"E 6.29 C3 25.00 25.67 14.09 5a·49'33• C24 8 N3811 '39"E 27.26 C4 225.86 48.38 24.28 1216'19" C25 9 N02'21 '31"E 24.47 C5 179.00 43.77 21.99 14'00'35" C26 10 N17'37'58"E 26 .28 C6 25.00 38.27 24.02 87'42 '25" C27 11 N13'54'41"E 31 .72 C7 25.00 40.27 26.02 9217'35" C28 12 S07'21 '09"W 21.48 C9 29.00 46 .61 30 .08 92'05'08" 13 S41'45'41"W 13.67 C10 25.00 13.09 6 .70 30·00·00· 14 N01 '41 '22 "E 29.62 C11 25.00 13.09 6.70 30·00·00· 15 N16'07'1 O"E 30.01 C12 25.00 13.09 6. 70 30'00'00" 16 N4116'59"E 38.31 C13 10.00 5.24 2.68 30'00'00" 17 N37'46'29"E 30.84 C14 71.00 4.83 2.42 3•54•03 • 18 N51 '09'31"E 41 .12 C15 71.00 24.00 12.11 19'21 '55" 19 N42.43'09"E 30.19 C16 71.00 19.56 9.84 15•47'19" 20 N03"59 '26 "E 34.70 C17 71 .00 19.93 10 .03 16'04'58" 21 N03"53' 41 "E 28.87 C18 71 .00 20.84 10.49 16 '48'55" 22 N19•43 '21 "E 25.57 C19 71 .00 20.42 10 .28 16'28'56 " LAND SURVEYOR'S CERTIFICATE RECORDING NO. SCALE: 1"=40' 111111 0 40 PORTION OF SEC. 10, TWP 23 CURVE TABLE 71 .00 4.52 2.26 3°39'01 " 50.00 80.36 51 .85 92'05'08" 55.00 94.66 63.95 98'36 '22" 55.00 36.50 18.95 38'01 '36" 55.00 46.06 24.48 47'59 '16" 55.00 60.31 33.59 62'49'21" 55.00 4 0.66 21.31 42'21 '27" 200.00 43 .78 21 .98 12·32 •34• VOL /PAGE 111111 111111 I 80 120 160 200 240 N., RGE 5 E., W.M. I I 2/ " ' I 20 0 ~ --' -- N GRAPHIC SCALE 20 40 I I 1 INCH = 4 0 FT. w ('.) <( (L 80 I This Plat correctly represents a survey made by me or under my di r ection in conformance with state and county statutes A merican E n g ineerin g C o rpo r a t i on Engineers • Planners • Surveyors PRELIMINARY PLAT MAP THE VINEYARDS in ........... , 19 ....... . HON E ( 4 25) 881-7 430 Certificate No . DWN . BY L.C. CH K D. BY MEAD-GILLMAN DATE JOB NO . 3-19-01 9838 SCALE SHEET 1''=40' 3 OF 3 ~?-00-02°1 • CITY OF RENTON PLAT NO. > 0 ' U) I 0, 0::: ' <( I I: ~I 0 RECORDER'S CERTIFICATE .................... filed for record th is ........... day of.. ....... , 19 ....... at.. .... M in book .......... of.. ...... at page ......... at the request of Mgr. Supt. of Records GRAPHIC SCALE 20 0 20 40 80 ~----I I I 1 INCH = 40 F"l'. UNION AVE. LAND SURVEYOR'S CERTIFICATE This Plat correctly represents a survey made by me or under my direction in conformance with state and county statutes in ........... , 19 ....... . Certificate No. LINE TABLE ~INE-NO DIRECTION LENGTH 1 N19'43'21 "E 18.08 2 N19'43'21 "E 6.88 3 N00'25'13"W 16 .01 5 N50·00·11·w 31 .51 6 N12'15'55"E 6.29 8 N 38'11 '39"E 27.26 9 N02'21 '31 "E 24.47 10 N17'37'58"E 26.28 11 N13'54'41"E 31.72 12 S07'21'09"W 21 .48 13 S41'45'41"W 13.67 14 N01 '41 '22"E 29 .62 15 N16'07'1 O"E 30.01 16 N41'16'59"E 38.31 17 N3T46'29"E 30.84 18 N51'09'31"E 41.12 19 N42'43'09"E 30.19 20 N03'59'26"E 34.70 21 N03'53' 41 "E 28.87 22 N19'43'21"E 25.57 1 3 < N.E. A me ri c a n E ng i n ee ri ng C o r p or ation Engineers • Planners RECORDING NO. SCALE: PORTION OF SEC. VOL./PAGE 1 "=40' II••• 1 )11111 II•••• 0 40 80 120 160 200 240 10, TWP 23 N., RGE. 5 E., W.M. w ('.) <( 0... PRELIMINARY PLAT MAP THE VINEYARDS OWN . BY L.C. CHKD . BY MEAD-GILLMAN • DATE 3-19-01 SCALE 1"=40' JOB NO. 9838 SHEET 2 OF W-00-02°\ 3 - ' • CITY OF RENTON PLAT NO. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the use of the public forever all streets and avenues not shown as private hereon and dedicate the use thereof for all public purposes not inconsistent with the use thereof for public highway purposes, and also the right to make all necessary slopes for cuts and fills upon the lots shown thereon in the original reasonable grading of said streets and avenues, and further dedicate to the use of the public all the easements and tracts shown on this short plot for all public purposes as indicated thereon, in- cluding but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified on this short plat as being dedicated or conveyed to o person or entity other than the public , in which cose we do hereby dedicate such streets, easements, or tracts to the person or entity identified and for the purpose stated . Further, the undersigned owners of the land hereby short subdivided wa ive for themselves, their heirs and assigns and any person or entity deriving titl e from the undersigned, any and all claims for damages against the City of Renton, its successors and assigns which may be occasioned by the establishment, construction, or main- tenance of roads and/or drainage sys t ems within this short subdivision other than claims resulting from inadequate maintenance by City of Renton. Further, the undersigned owners of the land hereby short subdivided agree for themselves, their heirs and assigns to indemnify and hold the City of Renton, its successors and assigns, harmless from any damage, including any costs of defense, claimed by persons within or without this short subdivision to hove been caused by alterations of the ground surface, vegetation, drainage, or surface or sub -surface water flows within this short subdivision or by establishment, con- struction or maintenance of the roads within this short subdivision. Provided, th is waiver and indemnification shall not be construed as releasing the City of Renton, its successors or assigns, from liability for damages, including the cost of defense, resulting in whole or in part from the negligence of the City of Renton, its successors, or assigns. This subdivision , dedication, waiver of claims and agreement to hold harmless is made with the free consent and in accordance with the desires of said owners. IN WITNESS WHEREOF we set our hands and seals. Name Name Nome Name Name Name State of Washington County of King I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) tree and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public----------- Dated My appointment expires -------- State of Washington County of King I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Doted My appointment expires State of Washington County of King I certify that I know or hove satisfactory evidence that signed this Instrument and acknowledged it to be (his/her) tree and voluntary oct for the uses and purposes mentioned in the instrument. Signature of Notary Public ----------- Doted -------------- My appointment expires -------- RECORDER'S CERTIFICATE ................... . filed for record th is ........... day of ......... , 19 ....... at ...... M in book .......... of ........ at page ......... at the request of Mgr. Supt. of Records APPROVALS: RECORDING NO. VOL./PAGE DEPT. OF DEVELOPMENT & ENVIRONMENTAL SERVICES DEPARTMENT OF ASSESSMENTS Examined and approved this ____ day of -----------· 19 ___ _ Examined and approved this ____ day of ____________ , 19 PORTION OF Manager, Building & Land Development Division Assessor SEC. 1 0, TWP. 2 3 N. , R GE. 5 E., W. M. Examined and approved this ____ day of -----------• 19 ___ _ Deputy Assessor OWNER: Account Number ---------------------BOB WENZL/BELMONT HOMES P.O. BOX 2401 Development Engineer PROJECT INFORMATION: DETENTION OF STORMWATER: VAULT TREATMENT FOR WATER QUALITY: WETVAULT FIRE DISTRICT: GAS: ELECTRICITY: SEWER: WATER: CITY OF RENTON, FIRE DEPTPARTMENT PUGET SOUND ENERGY SERVICES PUGET SOUND ENERGY SERVICES CITY OF RENTON CITY OF RENTON LEGAL DESCRIPTION: PARCEL A: THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TWO ACRES Of THE SOUTH HALF OF THE SOUTHWEST QUARlER OF THE NORTHWEST QUARlER OF THE SOUTHWEST QUARlER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN , IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET AND THE SOUTH 15 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 15 FE'::T OF THE WEST 650 FEET OF THE SOUTHWEST QUARlER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARlER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL B: THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARlER OF THE NORTHWEST QUARlER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILUAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 120 FEET TI-IEREOF; EXCEPT TI-IE NORTI-1 110 FEET TI-IEREOF: AND EXCEPT TI-IE EAST 30 FEET FOR ROAD PURPOSES. PARCEL C: THE NORTH 299 FEET OF THE WEST HALF OF THE SOUTHWEST QUART"~ OF THE SOUTHWEST QUARlER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 153 FEET THEREOF. PARCEL D: THE NORTH 124 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARlER OF THE NORTHWEST QUARlER OF THE SOUTHWEST QUARlER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 33D FEET THEREOF; ALSO THAT PORTION OF THE EAST 252 FEET OF TI-IE NORTH HALF OF THE SOUTHWEST QUARlER OF THE NORTHWEST QUARlER OF THE SOUTHWEST QUARlER OF SAID SECTION 10, LYING SOUTHERLY OF THE NORTH 124 FEET OF SAID SUBDIVISION AND LYING NORTHERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 1 O; THENCE NORTH 1650.00 FEET; THENCE EAST 660 FEET: THENCE NORTH 175.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE ; THENCE WEST 252 FEET, MORE OR LESS, TO THE WEST LINE OF THE EAST 252 FEET OF SAID SUBDIVISION AND THE lERMINUS OF SAID LINE. PARCEL E: THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARlER OF THE NORTHWEST QUARlER OF THE SOUTHWEST QUARlER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON , LYING WITHIN THE FOLLOWING DESCRIBED PREMISES: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10; THENCE NORTH 1650 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST 660 FEET; THENCE NORTH 175 FEET; THENCE WEST 252 FEET: THENCE SOUTH 159 FEET; THENCE WEST 408 FEET TO THE WEST LINE OF SAID SECTION; THENCE SOUTH 16 FEET TO THE TRUE POINT OF BEGINN ING; EXCEPT THE WEST 30 FEET FOR ROAD. PARCEL F: THE NORTH 110 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARlER OF THE NORTHWEST QUARlER OF THE SOUTHWEST QUARlER .OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES. LAND SURVEYOR'S CERTIFICATE PROJECT ENGINEER: AMERICAN ENGINEERING CORPORATION 4032 148TH AVE. N.E. KIRKLAND, WA. 98083-2401 PHONE# (206) 714-6707 NOTES: REDMOND, WA 98052 (425)881-7430 PROJECT CONTACT : ( 425)881-7731 FAX CHERYL GIRARD LAND SURVEYOR 1. EQUIPMENT & PROCEDURES: A TOPCON GTS-303 TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A .C. 332-130-090. MEAD GILLMAN & ASSOCIATES P.O. BOX 386 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE WOODINVILLE, WA. 98072 (425) 486-1252 ON THE DA TE INDICATED AND CAN ONLY BE CON- SIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. 3. THIS MAP DOES NOT ATTEMPT TO SHOW ALL EASEMENTS OF RECORD. PROJECT DENSITY: TOTAL PROJECT AREA = 318,728 SF SUBTRACT ONSITE CLASS 2 WETLANDS AND 50 FOOT BUFFER -55,169 SF SUBTRACT PROPOSED PUBLIC ROADS -58,492 SF DEVELOPABLE AREA REMAINING = 205,067 SF = 4.7 ACRES PROPERTY ZONED R10 APPLIED TO 4.7 ACRES YEILDS 47 LOTS POSSIBLE 42 LOTS ARE PROPOSED . WITHIN THE PROPOSED PLAT AT AN AVERAGE OF 4,622 Sq. Ft. LOT SIZE BENCHMARKS: ORIGINAL BM: CITY OF RENTON #1937-SCRIBED "X" IN BACK OF CONC . WALK MARKED "ESM 1411", NORTH SIDE OF N.E. 4TH ST. AT WEST 80l.i r-iJARY Of' WiNDSOR /,PTS. ELEVA TION=403. 72' TBM #1 : SCRIBED SQUARE AT SE CORNER CONC. RETAINING WALL. ELEVATION=397.91' TBM #2: 60d NAIL IN S. FACE POWER POLE, 40'± N. OF TBM #1 ELEVATION=398.96' MERIDIAN: KCAS (PER PLAT OF THE ORCHARDS DIVISION 1, VOL. 76, PGS. 76-82) DATUM: NAVO 88 (CITY OF RENTON) CONTOUR INTERVAL = 2' SITE LOCATION NE 4th t. RENTON N.T .S. w (.') <C 0.. .....____ _J 0 > This Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County A mer i can Engineers • Planners • Surveyors PRELIMINARY PLAT MAP THE VINEYARDS Statute and Ordinance in ........... , 19 ....... . Certificate No. E ngineering C orporat ion PHONE (425) 881 -7430 Fax (425) 881-7731 OWN. BY L.C. CHKD. BY MEAD-GILLMAN DATE 3-19-01 SCALE NO SCALE JOB NO. 9838 SHEET 1 OF 3 f?-00-02°\ ,.; _j m 'l z "ii . -. ~ 9 .. 0 ' 0 N ' " ~ ~ z ~-a o (f) > (f) Ow CD L =>o (f) :r:: (f) f- ~ z <Co >-L w_J zW >rn w :r:: f- ~z Oo ~ E--E--z -~ u~ ii I' -i! Ii 11 . ~ II ' ~ i f--w w :r (/) O:'.'. w > 0 u ..; C. Q) Cl ff) ~ '-0 3: .2 ~ ::, a. " "' C "O :, CD " "' C ·2 C 0 a: ~ i21 -~~ l "!i >-CD z 0 Vi G'i O::'. 0 z THE VINEY ARDS PRELIMINARY PLAT DRAWINGS IN SW 1 / 4, PROJECT INFORMATION: DETENTION OF STORM WATER : VAULT TREATMENT FOR WATER QUALITY: WETVAULT FIRE DISTRICT: GAS: ELECTRI Cl TY: SEWER : CITY OF RENTON, FIRE DEPTPARTMENT PUGET SOUND ENERGY SERVICES PUGET SOUND ENERGY SERVICES CITY OF RENTON SW 1 / 4 SECTION 10 TOWNSHIP CITY OF RENTON, KING COUNTY, UTILITY GRID 06 AND American Engineering Corporation 23 NORTH WASHINGTON F6 WATER: CITY OF RENTON 4032 148th Ave. N.E. Redmond, WA 98052 ** PHONE (425) 881-7430 Fax (425) 881-7731 PROJECT DESCRIPTION: BELMONT HOMES INC . PROPOSES THROUGH LAND SUBDIVISION PROCESS TO CREATE 42 SINGLE FAMILY RESIDENTIAL LOTS. THE PROPERTY CURRENTLY EXISTS AS 6 TAX PARCELS, ZONED R-10. A LOT LINE ADJUSTMENT HAS RECONFIGURED THE SOUTH ERN PARCELS SUCH THAT THE EXISTING HOUSE, ADDRESSED 550 UN ION AVENUE NE IS NOW SITUATED ON A SEPARATE TAX PARCEL. THE SITE CONTAINS 5 EXISTING HOMES, WHICH ARE PROPOSED TO BE DEMOLISHED . TWO WETLANDS (CLASS 2 AND CLASS 3) HAVE BE EN IDENTIFIED ON THE PROJECT SITE. PREVIOU S FILLING AND GRADING AC TIVITIES APPEAR TO HAVE ENCROACHED ON THE WETLAND ADJACENT TO UNION AVE NE . ONSITE WETLAND ENHANCEMENT IS PROPOSED AS PART OF FINAL PROJECT MITIGATION. A WESTERL Y EXTENSION OF NE 6TH STREET ONTO THE SITE IS PROPOSED TO SERVE AS ACCESS. THE PROPOSED LOTS WILL BE ACCESSED VIA INTERNAL PUBLIC ROADS. AN EMERGENCY ACCESS, ENTERING FROM UNION AVENUE NE IS PROPOSED . RIGHT OF WAY WILL BE DEDICATED FOR INTERIOR PUBLIC ROADS SERVING THE PLAT . PROPOSED UTILITIES INCLUDE STORMWATER DETENTION FACILITIES. SANITARY SEWER CONNECTION PROPOSED AT UN I ON AVE NE AND NE 5TH. WATER MAIN WILL BE EXTENDED TO LOOP BETWEEN NE 6TH AND UNION AVE. NE. PROJECT DENSITY: TOTAL PROJECT AREA AFTER BOUNDARY LINE ADJUSTMENT= 318,728 SF 7.32 ACRES SUBTRACT ONSITE CLASS 2 WETLANDS AND 50 FOOT BUFFER -55,169 SF SUBTRACT PROPOSED PUBLIC ROADS -58,492 SF DEVELOPABLE AREA REMAINING = 205,06 7 SF = 4 .7 ACRES PROPERTY ZONED R10 APPLIED TO 4. 7 ACRES YEILDS 47 LOTS 42 LOTS ARE PROPOSED WITHIN THE PLAT AT AN AVERAGE OF 4,622 Sq.Ft. LOT SIZE . BENCHMARKS: ORIG INAL BM: CITY OF RENTON #1937-SCRIBED "X" IN BACK OF CONC . WALK MARKED "ESM 1411", NORTH SIDE OF N.E. 4TH ST. AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION=403. 72' TBM #1: SCRIBED SQUARE AT SE CORNER CONC . RETAINING WALL. ELEVATION=397.91' TBM #2: 60d NAIL IN S. FACE POWER POLE, 40'± N. OF TBM #1 ELEVA TION=398. 96' MERIDIAN: KCAS (PER PLAT OF THE ORCHARDS DI VISION 1, VOL . 76, PGS. 76-82) DATUM: NAVD 88 (CITY OF RENTON) CONTOUR INTERVAL = 2' j N ' SITE LOCATION NE 6th ST. w z NE 4tn St. RENTON VICINITY MAP N.T .S. RANGE 5 EAST W.M. OWNER: BOB WENZL/BELMONT HOMES P .O. BOX 2401 KIRKLAND , WA. 98083-2401 PHONE# (206) 714-6707 PROJECT ENGINEER: AMER ICAN f:N GINEERING CORPORATION 4032 148TH AVE . N .E. REDMOND, '''A 98052 (425)881-,430 PROJECT c r ,N TAC T : NOTES: . ( 425)881 -7 ·7='1 ;::·. '[ \ CHERYL GIRARC, • . •. ! 1 . EQUIPMENT & PROCEDURES: A TOPCON GTS-303 TOTAL STATION WAS USED FOR THIS FIE L D TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A .C . 332 -130-090. 2. THE INFORMATION D EPIC TED ON THESE DRAWINGS REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CON- SIDERED AS INDICATING THE GENERAL CONDITION EX I STING AT THAT TIME. 3. THIS MAP DOES NOT ATTEMPT TO SHOW ALL EASEMENTS OF RECORD. 4 . BASE MAP AND SURVEY DATA HAS BEEN PREPARED BY MEAD GILMAN & ASSOCIATES. INDEX OF SHEETS SHEET C SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 COVER SHEET TOPOGRAPHY MAP /EXISTING SITE CONDITIONS FINISHED GRADING PLAN GENERAL UTILITY PLAN SANI TARY SEWER PROFILES ROADWAY AND DRAINAGE CONTROL PLAN ROADWAY AND DRA INAGE PROFILES TREE CUTTING/LAND CLEARING PLAN .•-,- 03/1.130 31:i IO Dl l t /:Id \/ II I f"\ I ._l::] I..! -" , 1 ,....., COVER SHEET C of 7 AEC #9838 A-NNNNAA ~ ' L · =8 I 8 l 0 N -D Al.ENAME: P: \ 1 9g0\9B38 \9838SITE XREf: PLOT DAlE: J-21-01 PLOT SCALE: 1 "= 1 ' PAPER SPACE: Y STk JOB NO : 9838 CO: LC. NO. -u ,,, I\1 1 ~I ~ ..... N ~ "' ~ I -.J ... "' 0 ~ O rrl)> 0 ::3 3 ,t.O -0 -· (D 0 :i ~. ""\ (D 0 0 (D O r+ ~. :i o· :i :i l.O M ::, ;:o ...,. ce. rn D :J 0. "' .. 3"" .. 0 -.., a ,,. Ill .o. a, ~s= • )> )> "' < .,, CD !l Q ~~ :::, ""' ::, ... ol • U) C: i ] ;;i I I I I I I I I I I I I I """' -1:>/+>-,)£YED, -....... L.C. """""" C.G. DATE I APPR I APPIKMl> """' 1 "=+D' ONE 11,c,. AT FUl.1 SCALE Ir NOT Clt£ NCH SCN..E """""""1Y VDmCAL: NAO 1988 HORIZOliTAL; tw> 1853/1991 THE ORCHARDS DI V. 1. -------------------·--- !I' CITY OF RENTON Planning/Building/Public Works Dept. 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FF~~0.00 \ I --1-------- I --, I ' I I I I ·-I ---. ,,_ t ,, 39 t· 40 FF•410.10 1 ·,~=409.70 I '• I r....._ / -- ---------::: .::> 24 FF•-408.90 TIE NEW CURB, GUTTER, SIDEWALK AND ASPHALT INTO EXI ST. .84' ._ __ ...,. __ 23 FF=-408.50 I ..___ 22 I _,_ I ,· FF=-408.10 I 21 \ FF=407.7~ CON STRUCT RCX::K E RY AN D MATCH TOP TO EX IST. ~ =ROCKERY HEIGHT ........... / --· Ml\ TCH TO EX!S'LGROUND -----------~~--- I <I .,,, ... "' . ~···· t~ I I . . .· .· ' .·, . -• .. I "' ,., I GRAPHIC SCALE 2 0 0 2 0 40 1-1~•n• ~-I I 1 INCH = 40 FT. -- UNION AVE. -- 8 0 I - / / , 5' ROADWAY EASEMENT ! / / .--' -\. \. \. \. \. \ '-. 1 \, FF=405.79 \ \ I I \ 2 \ FF=-405.30 \ I \/ i _-I / / ----7------ I / I I / ~ 9 FF=403.40 FF=-40 2 .20 !------------- 13 FF=-401.80 ---------~\- 1 4 1 / FF c;,-401 .40 / ( \. t ~ ., ::, ~------. / '. ------------~--t--i-H --15 FF=401 .60 SLv,...-...:!0~2:.:,1_T:.::0:...E::X~IS~T:.;,::...,,.....J I X \ ) -- ,,., ·o MATCH TO EXI ST. GROUND SLOPE @ 2:1 l'!.Q.If;_ SEE SHEET 6 of 7 FOR ROADWAY AND DRAINAGE PRO FILES AND ROADWAY CROSS SECTIONS TO EXIST. I I • ~I ~/ ~I z I I O I I ~=- @) -~---··---.... -1,o,p '-~ "<-,, ,9~ I,> ''-,, "~~ <'t>t>, ~<'.) INISHED GRADING PLAN HEET 2 of 7 AEC #9838 >- . " ~ -~ § .. 0 I " I " ~ § .. -0 " I ~ N I n ~ I I in I~ z 0 z U) <( >U) _J O w [L m ::::'?: >--~o I-U):r:: _J (/) f-I- Oz =:) 0::: 0 _J ~::::'?: <( w_J 0::: zW w -m > z w w (') :r:: f- .,.; 0. Q) 0 ~z "' .:,'. Oo ~ 0 ~E-4 3: J? E-4z .0 -~ :J n. u~ '-"' .!: ;g ! :J (Il '-"' C: ·c C: 0 n. i I' -ii! Ii 11 a 0 ii !ill sf--~~ II ' ~ ~!~ i z 0 (/) ~ 0:: 0 z I r ./ ,/ ;-..----;·_ -\ I \ / EXIST. FENCE ' ' .I.... TIE NEW 8" DI WAT. INTO EX IST. 12" DI FIELD VERIFY LOCATION INSTALL 12"x 8" REDUCER AND 8" GATE VALVE 32 \ 31 ~-................... _ ................ 33 ----... -- rn N ~ - TRACT "D"~ WE TLAND ~1>}1-0 - I \ \ ~ TRACT "E" RESERVED ~ FOR FUTURE DEVELOP ~ENJx EXIST. FENCE 1----- N 00"25'13'::"'w 124.D9 ' ' ' I . ' ~ I > ' ' 0 I ' .c{ ' l/1 I "' 0 . et: ' <t: I I : u I et: ' 0 ' I w ' ' I I f- -+- _j 0.. .c +-' <O w z _J__ ' I ---- A merica n E ng inee,in g C o,po,ation PHO NE ( 42 5) 881-7430 Engineers • Planners • Surveyors 40 32 146th Ave . N.E . Red m ond, WA 98052 _I_ 30 - I ___,__ I I I 29 I (L \- 0.. I Q I • o, I ? I <Co~ I -o I lll. .. '° mi!I (J Cl) "' -- I +-- 28 I . I I . I I -I - . .., "'"' XX . "' ~~ I I I I 38 N ooi 6'39" W -i- i _.._ 39 - I I +---1- I I 1 SSijH #2 1 I STA : 8+81.381 L-5' I I I I I 40 I I I I I I I I I I I 24 4 1 45.84' I I ___,__ --+-- I I I I 23 I I I I I I CB I/BA I 1 STA: 8+28.88 1 r-16.0' I I 1CBl/8 j 1 1 STA: 8+28 8 L-16.0" : 42 I I I I i I I I I I I 22 i I -1 -' I I I I I 21 I I I ! CB #7A I I STA : 7+04.32 I R-31.4' CB #7 I STA :6+98.90 R-16.0' I I I I I I I I SINGLE WA1ER ,: SERVICE (TYP.) I 20 : I I I i 1 19 2 CB #SA STA : 5+53.25 R-15.0' 1 CB #6 T I I I I I I II STA: 5+53.25 L-15.0' 1 CB #5 TYPE II 48" 1 ST A: 5+i 1.,,15 I R-0.42' l 0 I 8 "xa·x6" TEE 1 FLxFLxMJ I I I I 3 I I I I I I I : --_____ L ___ ~-'----..,J.:.Jll;::l \ ____ ...._ ___ ,---:{ ------ 4 9 ------------------------------------1·· MAINTAIN ACCESS TO KING;:-0 -r1 _..__.._-01-11~.........,j Noo,1·44•w 20aos· 16 17 10 . -·"' ~ - -- NOTE: PROPERTY FROM UNION AVE . N.E. I FUTURE ACCESS FOR KING PROPERTY TO N.E. 6th BY O™ERS PER AGREEMENT I WJ"[lj MR . KING - PR ELIMINARY STORM DRAINAGE VAULT LIVE STORAGE -15,080 Cu. Fl. I I I I 1 TRACT "B" DEAD STORAGE = 9975 Cu . Fl. ift J2BAINAG E DEAD STORAGE DEP"[lj = 2.65" MA X. WA T. LEVEL-100 YR . STORM = 397.27' TOP OF OVERFLOW = 396.91 ' STARTING ELEV. = 39 2.9 1' BOTTOM OF DEAD STORA GE -39 0 .26' BOTTOM OF VAULT = 389.7 6 " SUMP = 0.5' I .~ _;;; I I N I CL 0 0 - I ~~ IE -393.6"-... i ___ z 4' ~ N _ 'f-J ~ 1 I 1 f-.... o---.t:_ -::c I ~ EX 18" CONC. I O >' ~r--__.. CU LVERT I IE-393.4 a'. I i 11 t~~~00 ~ 15' ROADWAY EASEMENT TRACT "A" I I WETLAND I "' +-,-t 1--5• AC CESS \ d EASEMENT FOR"' ---l \ CB /12 STA:2+22.00 L-16.0 ' \ \ r co m,-iE--~-------------1~ 11 CB #4A STA: 3+35.72 R-15.0' 12 SSIAH #4 1 ., ST A: 2+ 75.:l:f R-5.0' t >-< t i '+---------------1 1 4 ~ 15 SEE SHEET 4 SEE SHEET 6 of 7 FOR SANITA RY SEWER PROFI LES. of 7 FOR STORM DRAI N AGE PROFILES. I I BENEFIT OF KING \. ~ AND BRANDALL z -299.23 * - 20 0 ~-.. ~- - GRAP HIC SCALE 20 40 I I I INCH = 40 FT. - UNION AVE. -- 80 I N.E. -- \ I I I :r-~ 1 I I I I I CB #1 STA: 0+83.40 L-1.0' OUTLET PIPE -:--=:--:;-......,...._ _, STA :0+51.07 L-32.4' R-32'± FLARED END SEC. W/LOCKING GRA1E INSTALL 8" GA1E VALVE SSMH #5 STA: 0+33.57 R-5.0' ,.,..-.me SS S=2.0% 1+0 0 I J~ ,,_ I X I >< . -----.:============"',\.\--==t=::=;:;;;11=::±==ll:=:;±==l::======~:t::.- -=--=--:::_-:::_ ---:::_-:::_ -:::_-:::_ -:::_-:::_rE-_39_2.0-:::_-:::_ ~'\-~I -_ _ == _rx:_· == ...l --E - ' -, a -~-~ EX . CB #2 TYPE 2 TO P-400.3 24" CMP N. IE-394.5 24" CM P S. IE-394.5 NQIE:. SEE SHEET 6 of 7 FOR ROADWAY AND DRAINAGE PROFILES AND ROADWAY CROSS SECTIONS I I c;;.:i I z I /0 ' I A-N NNNAA W-ro-02°! 0 _J a 0 -II :.- 5 "'. ,-. ~ 0 I °' I ~ I!! ~ g a. '" !!! X 0 I N ~ -sc:j- I il I t') I!/ I I !I C z V) 0 w _J U) LL >U) 0 Ow er:: m :::;: Q_ ::) 0 (/) :r:: er:: (/) f- w s Oz w 0::: 0 V) <(2 >--_J >--WW zm er:: <( > I- w z :r:: <( f-V) -a. " Cl ~z U) .Y Oo L 0 ~E--~ ·" E--z .0 ::, -~ 0... u~ ....... "' . !: ~ ~ ·5 CD ....... "' C ·c: C 0 I . • 1, ~i! ii 11 0 "" II I 0... u ,~ .J l ! " ~ "" i I Q:'. 0... 0... <( w ~ Cl >-CD 0 z American Eng i n eeri n g C orporation PHONE (425) 881-7430 <O "' 0 0 "';~ ... "' <O <O "' "' <O" r-. N "'" ... "' • • "' O> O> O> "' 0, O>"' a,O 0~ 0~ 0"' "' "' "' "' "'~ "'~ "' ... ..,~ ...... ... ... ... ~ 0+00 1+00 2+00 3+00 4+00 5+00 w z ...J :::c ~ <{ :::::E N.E . 6th STREET SCALE: HORIZ. 1"=40. VERT. 1 "=10' .. 0 O> ~ N ~ 0 1 o" ~"' ~ oo• ~ ~ =r ---:·----·:---·1 ---·· r---r --r----i----1~w~-I --·1-----;-;--1==:=~~·1 1 =~ 1 · ··-:~-:--·:--1 -1-gi ,J. --i-----r·---+·--1-----I -··r·---r~~~t --~---·---r----r·-·-+------1 ----:--·1-----+---i· --~ c::¥~·--r-·--·r --1 -L. c , ·-----i---t----f r ·--·-zr; 1----+----!---+----i----~-+---.. r·--·,·-~ -r~~--1-----t-·--+-------l 1--·--· ---t . --·-+ (/) ":~_ -:-r----+------+-------v ,Xl~r+-JG.8ARE _I_ ---+---+·--1--·---+-j I ... ~ ~ 1-·-.. -j--·---1 ~[~~r-/ ~-----1 i 2 --r-·--;_--·-t·-··-··--·7 r---·---, 7:"fl°5~.:~AOE-t=· -~-1 ----·-·-· f --1---:J I / i 1 1 00% 1-----~ -.-----. -~ ..• • i \ + o. 7 i ! I . " --_J____ --+-! 1=-·-.... t . ..,.. . .-I ............ i I -~-.=:-.-:=!--. :r--=t _..L _~ -+--~~-=-.c -;_:1.67% ~--J -~ .... ·-···-· L------·---f-----------i-·-··-----·I· -··-r --1----f----·-j------·-·---+----· ___ T ______ ··---r-··-------· --·1 -· 1 ---+-1-·---+-----r --·-------f-----------t-----~------1-------1-------! 1 , ··+--··---·----··---+------··-·-·-··----·+---·-----+----··--·--r-. -------· -·------··--+--····· --.---1 -----t---·· ----·-· -··---· -. --1--·-··---+----1 ! -----------l-----. _j__ -~ -: ' ----I----· -·--·-·-·II ·---·-··-i I : 375 Lr 8~ Pv~ ' St:OPE=.4ls I . . I ·--· t-. ~-. . . + ..... 295 _LF a• P 'f SS -~•_E-.6,: -t __L -+ -llj_,-.....,,-..--·· ---~ -t-· .. -----+-·-·---1~------·-t---··--·--·-+-·--·······----1--·--·-·--+-·--·---·-·-[-·········· --·--j-·-·-----+----··---·-r ~o<. --1 ----··1 i W ----t· ·1-------+·-·----··i··-----·-·· I -+---····-----...+----·----+--+-I -1c --t-·-j -r-;.=-===+=:-== =-+ -----:----~==~t====-=r =-~== ! · ·----·-t------·-·=-t=------r=----------~'~====~=-=j ,· ~ ------! i ·-·-·---· ---r---·-··· ----t-·-··-~----j-·-··· ~----1---i -· -----r-----r -···-----,---··---I --~-·---· -t--~ .... ---t-L... ___ L___ · _ __j _____ -----+---· r_~-----------t--·-·---3= ·-·--~---·-t·----~ -~ ~----·-·--t --------~ ----·· ----+---------1--· --·· -------1---· -----~----· ----r·-·----·--1----· · 1-----·-·-1 ·--1 =J= :=::.::::=-=:-·r ---=-= =:_ ···1-··--· ::-+==----·---------~---.;:-.. -··· -···=-:·-·-----·: ..... --·----r=---· --·-· T------. -t -------r-·--: : r ·--·-·----;--t · -------~----1 -----·-+··-·---·---t---·---·---j ···-·-------f=--·-----····1----------J-=j r --f · · -··1-·--·-·--·--+ · · ·-----·-·r·---------·-·r -·· -f-· -·--1 ·-------t -f-1 -r---t ~ 1 · ... "' ...... 0"' .N <O.,: o · -U') ~~ ... ~ 7+00 Engineers • Planners • Surveyors 4032 148th Ave. N.E . Redmond, WA 98052 o"' "' ;;. ~~ . " o · g ~ -"' 0"' ... ~ ... .... ~ 8+00 9+00 " -"'O> <0-"' ..., .... <O "' 00 ·"' • C) tt')~ . "' . "' • 00 "' . U') • "' . ..., . N• o" 01'l o:S o"' 0"' 0 .... ... ~ ...... ...... .... ~ ... ~ ... ~ 10+00 11+00 12+00 VASHON AVE. N.E. SCALE: HORIZ. 1"=40' VERT. 1"=10' ~~ o"' .N O· .... 0 -8 ~;; C ....... ... ' 6+00 7· 420 416 412 408 404 400 396 392 3B8 384 3BO i -1 .. ..., LF ---~1---1-. ....., 388 : ... ·-PVC S SLOPE.. .-0~-·-J:: .:.,j DATUM ELEV.= ,-. ··--··:-·-··-----·---·· -··-..... · I 376 372 384.0 N 0 ,xi ,.; .; O> "' "' "' "' "' 0+00 1+00 SEWER TIE IN SCALE : HORIZ . 1"=40' VERT . 1"-10· <., "~ 4,o,p ..,",,, ~ I,> c.,, ~C~ <'ou, .,~b SANITARY SEWER PROFILES SHEET 4 of 7 AEC #9838 A-NNNNAA ??-oo-ozci ci _J ii ·- ~ "' 3 .. 0 I ;; I ,.., ~ 15 ~ 0. ~ 0 I N I ; n i;: i l! C ~ z 0 (I) > (I) Ow rn L ::J 0 (I) I (I) f- Oz O:'. 0 <CL >-_J W W zrn > w I f- ~z Oo ~~ ~z -~ u~ ! I i !--i ii ,~ i 0 ..,. II ' ~ ~ " ii ~ LD ll) I I z <( _J o_ _J 0 Q:'. I-z 0 u w C) <( z <( Q:'. 0 ~ >-<( 3 0 <( 0 Q:'. +l a. ., 0 II) .Y I.. 0 ;; .!.! .,, ::, a.. '-.. "' .!: "O ::, CD '-.. o> C: C: C: 0 a.. i ~ !ii -~~ ~ ~ii •• w '< 0 z 0 (/) ~ a: 0 z . . I ' ' I ' ' ~ I > . ' I 0 . ' U) I 0 ' O'.'. ' <( I :r: ' . u I O'.'. 0 w :r: f- A mer i ca n E ngineering C orporat i on D PHONE (425) 881-7430 I I ! ' f / I '\ ~-=--=-======-l_,, __ -_--;\,---_____ : __ -__ +------l--4 -'"--, I I +-- OJ N ~ - 32 \ \ \ \ \ TRACT "D"~ WETLAND "1>~-v,, -OJ a, ... "' I I -._j_ 'i ~ TRACT "E" RESERVED FOR FUTURE DEVELOPMENT •z -124 .09' Cf +- _j Q_ ..c ..., co w z _L - Engineers • Planners • Surveyors 40 ~ Re~ Fax (425) 881 -7731 - 31 l I - I I I I I --1 30 35 - ---+- I I I I ~~ 29 I C( I o, I g : .: S?o I !ii, .. <D m~I u urn: - I 28 . "' . u < I .a. '. u, . jl f ·~., . ·~: , . ' ' • •, I I ' t ' ' I _,_ I I I l o I I I 38 I I I 2 - N 0016'3LJ 27 I -----+- Ill J 26 39 - I +-- 25 24 EXIST. SSMH #1 TOP=409.7 FLOWUNE E-W 5.84' .._ __ ...., __ I ---+- I I I I I I 23 I CB #BA 1 STA : 8+ 28.88 ,R-16.0' I I I +-- 22 IE=401.5 I -I- I I I 21 ! CB #7A I STA : 7+04.32 I R-31 .4' I -=::::::i:=--=--r ll£i,.il I 1 2 ---.-.l:,. 40 41 42 r--r-..=- NOOi1'44"W 208.09' ,- 00 00 z MAINTAIN ACCESS TO KING PROPERTY FROM UNION AVE. N.E. FUTURE ACCESS FOR KING PROPERTY TO N.E. 6th BY OTHERS PER AGREEMENT v.1TH MR. KING -PRELIMINARY STORM DRAINAGE VAULT LIVE STORAGE = 15,0BO Cu. Ft . I I I I I I iµ, /~ TRACT "B" DEAD STORAGE = 9975 Cu. Ft . 12.BAINAGE DEAD STORAGE DEPTH = 2.65' MAX. WAT . LEVEL-100 YR. STORM = 397.27' TOP OF OVERFLOW -396.91 ' STARTING ELEY. = 392.91' BOTIOM OF DEAD STORAGE = 390.26" SODOM OF YAU L T = 389. 76 ' SUMP = 0.5' I I I t I N I a_ 0 0 I ~~ IE =393.6, z "'-~ N "'-le:-J ~ J ~ .., I-...---0 ~ <:{ I -~ E X _ 18'' CONC ~ I ~,· ~ dr-___. CULVERT O u.. I I ~ I IE =;;4 0 !; -- CB #2 ---.:.i STA:2+22.0 L-16.0' 3 "' I I "' I- I I I 4 I I I ... I O (L 0 \ ----------------- 9 ----------- 10 CB #4A STA: 3+35.72 R-15.0' --------------- 12 CB #3 · ·, STA: 3+02.73 · L-1 .0' .:1------------- 13 ---------~-- 14 . ¥ ' I >< t ! >~ -1,i,,, 1 ti TRACT "A" I Q I WETLAND I OO -----------·t-+-H NOTE: SEE SHEET 4 of 7 FOR SANITARY SEWER PROFILES. SEE SHEET 6 of 7 FOR STORM DRAINAGE PROFILES. 20 0 ~-~-GRAPHTC SCALE 20 40 I I 1 INCH = 40 FT. UNION AVE. 80 I N.E. -- 15' ROADWAY EASEMENT I I I I I J _1\ I I I I I I l-_5• ACCESS td I -EASEMENT FOR'\ BENEFIT OF KING ', AND BRANDALL ~ -- ~ j \ EX. CB #2 TYPE 2 TOP =400.3 24" CMP N. IE=394.5 24" CMP S. IE=394.5 CB #1 STA : D+83.40 L-1.0' 1[=392.0 , -\ r I EX . CB #1 TYPE 2 TOP=399.1 24" CMP N. IE=39 1.6 24" CMP S. IE~391 .6 24"CM P E. IE =39 1. 7 I 15 299.23 i i I )- CONG E. IE=392.8 ~ I?~ ~-, 8" COflC W. IE =39 2.5 ~C~. ·<';, I 1,~. ROADWAY AND DRAl~GE CONTROL PLAN SHEET 5 of 7 AEC #9838 A-NNNNAA P?-00-029 " . - ~ - I-g .. 0 I ;; I "' i;! ~ I-g .. "' ! "' / "' n "' "' / "' "' "' / ,;: '" I ~. Ii: 0 I ~ N I I ~ n ~ z 0 (/) > (/) O w mL ::J 0 Cfl I (/) I-Oz O:'.: 0 <CL CJ _J zW -m > w I I- ~z Oo ~E-4 E-4z -~ u~ I ii Ii Ii 'I C> -st II ilO I u) w _J - LL 0 O:::'. Q_ z <( O:::'. 0 2 O:::'. 0 f- u) "<) ~ 5 0 <( 0 O:::'. ..; C. " Cl "' -"' I- 0 3: ~ _o :, a_ ' O> i::: ~ :, Ol ' O> C C: i::: -"' a_ r--- ~ (0 I 0::: o__ a_ <( w ~ 0 >-Ol z 0 (/) ~ 0::: d z 400 -zoo,: f--i 1.j % . I--+-_j ~~ .. J_ ---~~ ---· --r ~ -r--+ --. ---+ --------. ' -_-:; : -, ! ------1 i ! -·-, ,., • • , 173 L 18" CPE" S-0.51 -I -CF-· -t"IZ LF +S I u·~ 396 -:=~-==~r-----L ~ :~_-·-~t~ --'-----;--:---I -;: ::f-----=-t:-··--·------··----+ --~---=f---=-~ -t6~~ {;F~ 1----_t~-----'=----1=--=~ -----'.---- 392 1----r---.. ---< --l--: --. . . : F ~----+------------1------~-------t---L-----' ---1---·--r ·----1-----t----1-----1----1 --!---1-------+----,_ ------I -----------j------t----------~ -+--------------------w - 388 ---··-I-_____ ,____ -------1------t---------+-_ -. -1--------------1 -··· --·-·---------r ---·--~----1---··--·--· --------,----------_____ _! ___ ·-----1_ -------------, ---------------~ --~--- 384 -----:-----::_-:-~=-_:_+ ------1------~----:-----~-=--1---------i---___ ! ________ : _____ -----t -----:------r---------____ 1-------I-----t~- ---1------t-------1--+--------t--------i I : --t----1----[ -I --___ I _______ _j ____ ~--+---------1 ~--· 3ao -----~---------i-----~--+---------+------~--,----------· ---------I ------j ------1 ----t ----i ----j _ --------1 ----1---1 -:::E-----+------r -~----t------1--------------t =t__J ____ ------r---,------f--------tr---------[-·---~-I ---+-----~ ---4 ---------y · ---- 376 -----t----J------r----1-----~-y-----------1------t-------------t----t------1----------------J.--.-------r-----------·---i-------------·-j·-----,--------r---- DATUM ELEv.J72 ~-=r---1-----t====+=--'-------l -----=~_:_=t=--=-=:=-~=--,====_:_;_=--+=----~ ----------______ I ______ --==1_:_ _ _:_--= -------t _:_~ :-=-=-+ ~=L_:__:_--=~-r---. ----i--- ..... z :J :c u I- <( :::!: 370.0 .. "' ..... CXl • a+ .. !;j' 7+00 A mericon E ngineer ing C orporot i on I 'o.~ PHONE (425) B81-7430 CXl "' 0 cxi ...: cxi en "' "' "' "' "' 0+00 1+00 o"' . "' 0"' . " o· o· _., -"' ... ~ .,.a ... 8+00 Engineers • Planners • Surveyors 0 .,; C) .., ci~ ~~ o'° 0"' ... !;j' +S' 9+00 .. "' .... ... "' • <O "' . "' . c, en c, en "'~ ..,~ 2+00 .... -"' C) ui C'! . "' "' . o" o"' ... 5i' ... 5i' 10+00 VASHON AVE. N.E. SCALE: HORIZ. 1"=40' VERT. 1• ... 10• "? CXl "' "' "' • en .... g C) • C) c,O "' ,,,s, ... 3+00 CXl -,..,~ 5i' ~ "'.., . "' "' . 0"' ... 5i' IX)" .... "' • U) .,f ""! -. o-o"' .,.o ... S' .. 4+00 N.E. 6th STREET SCALE: HORIZ . 1"=40' VERT. 1"=10' "IX) . "' .., . o"' ..-a ... 11+00 "'" ... ,,, ~~ o"' ..... . "' . "' " . en • O • .... 0"' o"' -"' 5i' c'i ... S' ... 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I -'< ?' \ m0 \ q ~:) \ \ \ r tr '-¥ \ l·'-/1 (?3-'' I I '°'-0'..;' I / }.--/~~ ( i ......_, -..., \ '""" ~ \ '· . J '-, '\ "'\ > I \ I • ) 1,..-: ~-~ () ' ' ~. F.~ \) c 1' \ \ ~' __ _ _ -;;:,1\,z ;f' --,.,.,1 \ ~ --Ar,;;::_ ----~;;;. _______ '. t "': --'l u \ ,:2 -------- ,-,b .. " ---------=-=L-, --( q --Cr 1;~---------------------1 ~~ n. ~.) / N0011'44"W "o< . I I / ---~-----~-;, MAIN TAIN ACCESS TO KING --~ ------------,,_---~ -----"oo PROPERTY FROM UNION AVE. N.E. FUTURE ACCESS FOR KING PROPERTY TO N.E. 6th BY OTHERS PER AGREEMENT -------- WITH MR . KING TREE CUTTING/LAND CLEARING NOTES: 178 EX ISTING TREE S (20" AVERAGE DIA.) 68 'TREE S TO REMAIN ® AREA TO BE CLEARED = 2 6 5 ,911 Sq.F t. 6 , 1 O AC , ESTIMATED EARTHWO RK = 13,400 CY CUT -- 20 O ~---- 13 ,050 CY FILL GR APH IC SCALE 20 40 8 0 I I I 1 INCH -40 FT. -- 15' ROADWAY EASEMENT I __ UNION AVE. N.E ~. _r--=--,-~ / ---- ~ I .,,/_.,..-· ..r --~--. --I -·-/ -+" --------~ --:::....c. \_-.:,_,, -------------- rao, I \ I f. '-} ~ l"i "' -------------·-....__/ I -EX . CB #2 ... -TYPE,.2 TOP =400.3 · ' :--21°' CtAP N. IE~94.5 24" CMP S: IE~ 394.5 I / / / '·· ----7 ------ / -~ ---,/! N) EXIST. STRUCTURES " ,..:' I TO BE REM OVED :/l)l' I TYP . 5 LOCATI ONS -II --=!Et -------- .. -1-----------~-I '' .. ' ,_____ )' <. '../ --, ---;-·~,'-~ 0 -: / ::, "' en o,n cn / --~ -J-__j ,! "-/ --------_7"-\- I ' ------- / \ / I I / / i' I .,, ( // ', ,. 0 V ( 0 ;... .~' c--. "' ~ "' oci !I "' l"0 c..J II w w '"r--. _J Ct'.'. ,-..w:::, . c-0 ~:::,:u ~ I"") z ::> u.J -g: z II ,n (./) ~ ,..Ju ~I :r:W>OU LO...o...~1- U1 0 = 0 O C/) f--OC) llJ z / I I .I I I I E-s , lf1 I ..c: -+-) I.D i:-.:i I z 1 0 :r ~=- @) REE CUTTING/ LAND CLEARING PLAN SHEET 7 of 7 AEC #9838 A-N NNNAA ??-C0-029