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HomeMy WebLinkAboutLUA00-034 - large formatee ee ee eee i WLILILILILL, LLPINS SSSNRRN0LIW’ WN R RDIN RT LAND SURVEYOR \ Y DRAWN BY een ME FIGATE This map correctly re lat ii a poe N ; 18215 72ND AVENUE SOUTH SRF NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M. direction in confor’ e requirements eo the Survey \ G KENT, WA 98032 re 1/28/00 eons GOs Recording Act at t INDEPENDENT DEVELOPMENT CO., LLC \ Y (425)251-6222 og INDEPENDENT DEVELOPMENT COMPANY, LLC oeeecs16900012 in JANUARY, 2000. ; \ (425)251-8782 FAX CHECKED BY. aie 742 1st STREET SOUTH Z \ : KIRKLAND, WASHINGTON 98033 Page epi or ecg f_ |25VL00 | /f N : <@? CIVIL ENGINEERING, LAND_ PLANNING, pe ee gs Z N 7, SURVEYING, PROJECT NO.: Bene ae ee R. WILAM GLASSEY, PLS a Goons 05716/01_ f Cn eeee ee eects eT es77pec, || KING COUNTY WASHINGTON ‘ J AANA, D>D,D—>D,) AAAS j ‘ ; 4. A SHORT PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA 43rd STREET CENTER SHORT PLAT | REY Bf RH, tN USE ACTON CITY OF RENTON LAND RECORD NO. LND- 20-0268 BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. SURVEY NOTES THE BASIS OF BEARING FOR THIS SURVEY IS NAD 1988/1991 AS PUBLISHED BY AND ON FILE WITH THE CITY OF RENTON. THE BASIS OF HORIZONTAL POSITION IS CITY OF RENTON MONUMENT NO. 593, WHICH IS A BRASS CAP WITH AN "X” IN A CAST IRON MONUMENT CASE IN THE CENTER OF S.W. 43RD STREET APPROXIMATELY 35 FEET WEST OF THE CENTER OF OAKESDALE AVENUE S.W. WE LOCATED CITY OF RENTON MONUMENT NO. 1858 BY TRAVERSE AND HELD THE LINE BETWEEN SAID MONUMENTS TO BE NO2°13'36"E. THE VERTICAL DATUM IS NAVD 1988. THE BENCHMARK IS THE CITY OF RENTON MONUMENT NO. 1973, WHICH IS A KING COUNTY STANDARD BRASS DISK STAMPED "KC-F-12 1993° IN THE CONCRETE SIDEWALK ON THE NORTH SIDE OF S.W. 43RD STREET. THE ELEVATION IS 25.61 FEET (7.805 METERS). THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5” ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-150-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. K806091—9K, DATED MAY 17, 2000. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY’S REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. WAS CONDUCTED ON THE 18TH OF JANUARY, 2000. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. ZONING CA (CITY OF RENTON, WA) 10’ MINIMUM SETBACK FROM STREET 0’ REAR AND SIDE SETBACK AREA AREA PROPOSED LOT 1 = 41,316 SQ.FT. (0.948 ACRES AREA PROPOSED LOT 2 = 28,465 SQ.FT. (0.653 ACRES TOTAL AREA = 69,781 SQ.FT. (1.602 ACRES Bees SHORT PLAT NOTES THE SITE SHALL BE PROHIBITED FROM CONSTRUCTING ADDITIONAL DRIVEWAYS FOR EMHER PARCEL. THE EXISTING DRIVEWAY BETWEEN THE TWO PARCELS ON SW 43rd STREET SHALL BE THE ONLY DIRECT VEHICULAR ACCESS TO SW 43rd STREET FOR THE NEW WESTERLY PARCEL. ACCESS EASEMENTS ARE HEREBY ESTABLISHED FOR THE JOINT USE OF THE EXISTING DRIVEWAY PER THE RECIPROCAL EASEMENT AGREEMENT AND USE RESTRICTION DOCUMENT AS RECORDED UNDER KING COUNTY RECORDING NO. UTILITY EASEMENT PROVISION: THE OWNERS OF THE LOTS CREATED HEREIN HAVE THE RIGHT TO ENTER ANY OF THE OTHER PARCELS IN ORDER TO INSPECT AND/OR REPAIR COMMON UTILITY IMPROVEMENTS. CITY OF RENTON KING COUNTY WASHINGTON LEGAL DESCRIPTION DECLARATION OF SHORT PLAT ADJUSTED PARCEL | WE, THE UNDERSIGNED OWNER IN FEE SIMPLE OR THE AUTHORIZED AGENT OF THE (TAX PARCEL NO. 362304-9618-09) OWNER OF THE LANDS HEREBY SHORT PLATTED, HEREBY DECLARE THIS SHORT Jio¥ PLAT TO BE THE GRAPHIC DEPICTION THEREOF. WE FURTHER HEREBY DECLARE THAT THIS SHORT PLAT IS MADE IN ACCORDANCE WITH OUR WISHES AND DESIRES. THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET THEREOF, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43RD STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43RD STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43 BEARS NORTH 88° 48’ 43” WEST 784.19 FEET DISTANT; THENCE NORTH 01° 11° 17” EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1 AND THE TERMINUS OF THIS DESCRIBED LINE. ALSO KNOWN AS ADJUSTED PARCEL “I” OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA, AS RECORDED IN VOLUME 124 OF SURVEYS, PAGE 211, UNDER RECORDING NO. 9809239001, RECORDS OF KING COUNTY, WASHINGTON. dp daha cap cael DECLARATION OF COVENANT STATE OF WASHINGTON THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN COUNTY OF GTA \ FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVSION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFIC'AL INTEREST IN THE NEW SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. OF RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE Ht Kicnaey 0.G omPer EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY FURTHER SUBDIMSIONS iHEREOF. THIS COVENANT INSTRUMENT. AND AGKROWLEDGED TT AS Te AALS eee eee THE O Po u l Xr e f s : aw 1 ca l e : SIGNAT Ah ee ED ISTE ‘ hea 0 wl (PRINT NAME OF NOTARY PUBLIC) APPOINTMENT EXPIRES: STATE OF WASHINGTON ) bd ) ss. COUNTY PF ONle Sc APPROVALS: 167 . EXAMINED AND APPROVED THIS 15 av OF Augosyro. 2000 WE S T VA L L E Y | HW Y . ee EXAMINED AND APPROVED THIS_/ € DAY OF fig: A.D. 2002 _ dort NVobhe a Alot Lnee euak' KING COUNTY ASSESSOR DEPUTY 405 | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT > SIGNED THIS INSTRUMENT, ON OATH STATED THA (HE/SHE) ECUTE THE © a INSTRUMENT AND ACKNOWLEDGED IT AS THE : « x OF WEST COAST BANK, AN OREGON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF = SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. 5 Lu r _I ast < 8 fi eS e = s\ dS sw 43R0 Neste APPOINTMENT EXPIRES: 2 ca SC ajo4- 08 SHP-00-034 TE, INDEX DATA EE, Fi l e : P: \ S D S K P R O J \ 6 7 7 7 \ S U R V E Y \ P L A T S \ 67 7 7 P P 0 1 . D W G SHT 1 OF 43rd STREET CENTER SHORT PLAT ar i Sea, an, ACT A SHORT PLAT SUBDIVISION OF PARCEL |, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA i acer cin she BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. CITY OF RENTON KING COUNTY WASHINGTON ie) 40 80 SCALE 1” = 40’ | SURVEY NOTE #1 EASEMENTS AND RESTRICTIONS ” | FIRST AMERICAN NO. K806091—9K | | Ww 20’ X 50’ RECIPROCAL ACCESS 1-2. NOT APPLICABLE TO BE SHOWN ON SURVEY. EASEMENT REC. NO. 9810280441 — z 3. THIS PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS AND — nm RESTRICTIONS AS RECORDED UNDER RECORDING NO. 9712312199, S88°48'43"E 305.00’ cs RECORDS OF KING COUNTY, WASHINGTON. 124.99" 7 ITE 9x = . Fe WI 4. THIS PROPERTY IS SUBJECT TO THE RIGHT TO MAKE NECESSARY \ x & SLOPES FOR CUTS AND FILLS AS DECREED UNDER SUPERIOR COURT a CAUSE NO. 81-2-08117-7. ) uw | 5. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS x —l OF A CONSENT DECREE FILED UNDER SUPERIOR COURT CAUSE 2 <x NO. 97-2-17988-2. . (an) PROPOSED a (ep) re) 6. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF NEW LINE | rt A RECIPROCAL ACCESS EASEMENT AS RECORDED UNDER RECORDING Ww S P = NO, 9810260441, RECORDS OF KING COUNTY, WASHINGTON. 1250 - 1200 < 3 ( ) = ; < a . N oO 7. THIS PROPERTY iS SUBJECT TO COVENANTS, CONDITIONS AND 2 5 2 oO + RESTRICTIONS AS RECORDED UNDER RECORDING NO. 9810280442, 3 N = | i RECORDS OF KING COUNTY, WASHINGTON. he wu . t | = 8. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS yu 2 S 1 ra & OF A LOT LINE ADJUSTMENT AS RECORDED UNDER RECORDING NO. Pe % Ss 9809239001, RECORDS OF KING COUNTY, WASHINGTON. = = E > e — fon) S z | | 8 5 z | oO 3 ¥, | >= ol I ~ ! ve) © PRIVATE RECIPROCAL ACCESS EASEMENT : po | | | ® ’ S S 10’ BSBL_ | | = ees __ __ __ __ __ __ _ ON ee ea iia — 122.53 | 35 20' | 166.97’ in N88°48’50"W 289.50’ i EXISTING S DRIVEWAY a ——— —_ - ~ a a > c—/— _ _ —_ _ _S 8848'43" — 1684.68’ 5 E. " _ _ _ 2 NE COR. R RY_ADAMS rS _ DLC #43 SW 43RD STREET . S46°36'14"W ale 7 ~ - ~ “ _ i 18.50 & City OF RENTON S MON. #593 Oo PLEASE SEE za 2 , suP-00-034 ‘i ee INDEX DATA Z DRAWN BY LEGEND g eGtAuy 18215 72ND AVENUE SOUTH SRF NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M. SH] all , KENT, WA 98032 PAE 1/28/00 _| | SURVEY FoR a nee Hs j (2s)ast-eree Fax | sere gig | |742 Ye STREET SOUTH vis & — KIRKLAND, WASHINGTON 98033 OF 0000 | ADDRESS DESIGNATOR \ 8 CIVIL ENGINEERING, LAND PLANNING, “| 6777 N SURVEYING, PROJECT NO.: ewacs 08718/01__ | NG ENGIN Sa eaeeeeeee eee ieee soppon || KING COUNTY washinaton || 2 CO | 43rd STREET CENTER SHORT PLAT TGR Ge RO, Ua USE acTON FILE COPY A SHORT PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA ee ee eee %1$-@ BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. CITY OF RENTON KING COUNTY WASHINGTON SURVEY NOTES LEGAL DESCRIPTION DECLARATION OF SHORT PLAT ADJUSTED PARCEL | WE, THE UNDERSIGNED OWNER IN FEE SIMPLE OR THE AUTHORIZED AGENT OF THE BY AND “ON FILE WITH THE cy OF RENTON. THE BASIS. OF HORIZONTAL (TAX PARCEL NO. 362304-9018-09) OWNER OF THE LANDS HEREBY SHORT PLATTED, HEREBY DECLARE THIS SHORT : - PLAT TO BE THE GRAPHIC DEPICTION THEREOF. WE FURTHER HEREBY DECLARE THAT POSITION IS CITY OF RENTON MONUMENT NO. 595, WHICH IS A BRASS CAP THIS SHORT PLAT IS MADE IN ACCORDANCE WITH OUR WISHES AND DESIRES. WITH AN "X” IN A CAST IRON MONUMENT CASE IN THE CENTER OF S.W. THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET THEREOF, OF THE FOLLOWING 43RD STREET APPROXIMATELY 35 FEET WEST OF THE CENTER OF OAKESDALE DESCRIBED PARCEL: AVENUE S.W. WE LOCATED CITY OF RENTON MONUMENT NO. 1858 BY TRAVERSE AND HELD THE LINE BETWEEN SAD MONUMENTS TO BE NO2°13'36"E. THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION -. ! 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON, KING OLDINGS, LEC, A IMITED LIABILITY COMPANY 2. THE VERTICAL DATUM IS NAVD ae ea aes eee Mme iy COUNTY, WASHINGTON, LYING NORTH OF S.W. 43RD STREET, LYING WEST OF OAKESDALE RENTON MONUMENT NO. 1973, WHI AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING ie DISK STAMPED “KC-F~12 1993° IN THE CONCRETE SIDEWALK ON THE NORTH EAST OF THE FOLLOWING DESCRIBED LINE: BY: i ; vmyel7. SIDE OF S.W. 43RD STREET. THE ELEVATION IS 25.61 FEET (7.805 METERS). Micha A. G / ; ING AT A POINT E W. Ad) . 3. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5” ELECTRONIC TOTAL STATION THE NORTHEAST CORNER OF ERY "anaes, DONATION Tw Ca No. 4S BEARS MORn re Pa THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE THENCE NORTH O1° 11’ 17” EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. ALSO KNOWN AS ADJUSTED PARCEL “I” OF CITY OF RENTON LOT LINE ADJUSTMENT NO. WEST COAST BANK, AN ORE@ON CORPORATION LUA-98-027-LLA, AS RECORDED IN VOLUME 124 OF SURVEYS, PAGE 211, UNDER 4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM . FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE RECORDING NO. 9809259001, RECORDS OF KING COUNTY, WASHINGTON. c NO. KB06091-9K, DATED MAY 17, 2000. IN PREPARING THIS MAP, BARGHAUSEN : a CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE fre: SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF : ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. BARGHAUSEN ACKNOWLEDGMENT: CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE’S CONDITION TO STATE OF WASHINGTON PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, DECLARATION OF COVENANT as INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN COUNTY OF IS IAG _) FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON S. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. WAS COVENANTS AND AGREES TO CONVEY THE BENEFICIA! INTEREST IN THE NEW K SHARD G Ps ao i ae eee ee ee EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS SIGNED THE: NeteUMeNT ON oan STATED THAT: (HE/SHE) WAS AUTHORIZED A. ue Peer” AS FOUND WERE VISITED AT THAT TIME. OF THE LOTS, OR OF ANY FURTHER SUBDIVISIONS THEREOF. THIS COVENANT INSTRUMENT AND ACKNOWLEDGED IT AS THEM JF AD te DAC MBES SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. OF RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND . VOLUNTARY ACT OF SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. 20 Pa u l Xr e f s : ] SIG OF NOTARY PUB w ZONING Fa Gee pe eSTEN 2 CA (CITY OF RENTON, WA) (PRINT NAME OF NOTARY PUBLIC) a, 10’ MINIMUM SETBACK FROM STREET : 0’ REAR AND SIDE SETBACK APPOINTMENT EXPIRES: AREA STATE OF WASHINGTON _) e ) ss. AREA PROPOSED LOT 1 = 41,316 SQ.FT. (0.948 ACRES AREA PROPOSED LOT 2 = 28,465 SQ.FT. (85 none COUNTY or POrle ' TOTAL AREA = 69,781 SQ.FT. (1.602 ACRES | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE Tar SIGNED THIS INSTRUMENT, ON OATH STATED T INSTRUMENT AND ACKNOWLEDGED IT AS THE d OF WEST COAST BANK, AN OREGON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. My oo n L OA K E S D A L E AV . SW (C p ) = > iv yy , 8) ( Da t e / T i m e : 40 6 SHORT PLAT NOTES 1. THE SITE SHALL BE PROHIBITED FROM CONSTRUCTING ADDITIONAL DRIVEWAYS FOR EITHER PARCEL. THE EXISTING DRIVEWAY BETWEEN THE TWO PARCELS ON SW .43rd STREET SHALL BE THE ONLY DIRECT VEHICULAR ACCESS TO SW 43rd STREET FOR THE NEW WESTERLY PARCEL. 2. ACCESS EASEMENTS ARE HEREBY ESTABLISHED FOR THE JOINT USE OF THE EXISTING DRIVEWAY PER THE RECIPROCAL EASEMENT AGREEMENT AND USE RESTRICTION DOCUMENT AS RECORDED UNDER KING COUNTY RECORDING NO. SITE APPOINTMENT EXPIRES: APPROVALS: 167 EXAMINED AND APPROVED THIS tic OF AuGespo. 200.0. S. UTILITY EASEMENT PROVISION: THE OWNERS OF THE LOTS CREATED HEREIN ‘ HAVE THE RIGHT TO ENTER ANY OF THE OTHER PARCELS IN ORDER TO INSPECT AND/OR REPAIR COMMON UTILITY IMPROVEMENTS. no me EXAMINED AND APPROVED THIS DAY OF A.D. 200__ KING COUNTY ASSESSOR DEPUTY 7 par SHP-00-034 ‘| oo WE S T VA L L E Y | HW Y . P: \ S D S K P R O J \ 6 7 7 7 \S U R V E Y \ P L A T S \ 67 7 7 P P 0 1 . D W G Fi l e : ) Be et eee ee LAND SURVEYORS CERTIFICATE: : Z DRAWN BY BE CURUING CERTIFICATE: = ‘ , a : 18215 72ND AVENUE SOUTH _ SRF NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M. ecording No, is map correctly represents a survey made by me or under m Filed ‘for in thie day of 2000 ot direction in conto e aa tains a the Survey ” KENT, WA 98032 1/28/00 ST NENE i iw Bk Tien Bn =a tw quell Recording Act at t INDEPENDENT DEVELOPMENT CO., LLC (425)251-6222 sad ae Cee NDEPENDENT DEVELOPMENT COMPANY, LLC in JANUARY, 2000. Barghausen Consulting Engineers, Inc. CHECKED BY: 742 1st STREET SOUTH pee KIRKLAND, WASHINGTON 98033 JOB NO.: CIVIL ENGINEERING, LAND PLANNING, 6777 AD S SS S S S S S S S S S S S S W S GS WI Z Z ZZ te if ’ SI V E S T V E S S S A E E E SE S S S br ZO W I i N I I N N N . SN D 4 “— N NO on nN ] ho to a ) — oo ~S oo No > ~x < Y) ©O [ v e r e R. WILLIAM GLASSEY, P.L.S. DATE ¢ SURVEYING, ENVIRONMENTAL SERVICES | | PROJECT NO.: Manager SOMES of Raa | REGISTRATION NO. 28238 j ; ‘ 6777PP01 KING COUNTY WASHINGTON 0 40 80 SCALE 1° = 40’ EASEMENTS AND RESTRICTIONS FIRST AMERICAN NO. K806091-9K 1-2. NOT APPLICABLE TO BE SHOWN ON SURVEY. 3. THIS PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS AS RECORDED UNDER RECORDING NO. 9712312199, RECORDS OF KING COUNTY, WASHINGTON. 4. THIS PROPERTY IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS AS DECREED UNDER SUPERIOR COURT CAUSE NO. 81-2-08117-7. 5. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A CONSENT DECREE FILED UNDER SUPERIOR COURT CAUSE NO. 97—2-17988-2. 6. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RECIPROCAL ACCESS EASEMENT AS RECORDED UNDER RECORDING NO. 9810280441, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN) 7. THIS PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS AS RECORDED UNDER RECORDING NO. 9810280442, RECORDS OF KING COUNTY, WASHINGTON. 8. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A LOT LINE ADJUSTMENT AS RECORDED UNDER RECORDING NO. 9809239001, RECORDS OF KING COUNTY, WASHINGTON. 43rd STREET CENTER SHORT PLAT A SHORT PLAT SUBDIVISION OF PARCEL |, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. CITY OF RENTON KING COUNTY WASHINGTON | ” 20’ X 50’ RECIPROCAL ACCESS Lu EASEMENT REC. NO. 9810280441 a) —_—_ z S88°48'43"E 305.00’ Oz S 124.99" f z= 180.01 \ ras | < AS go | w ra} a | = ta oI | “) NEW LINE LL b x 1250 7 1200 2 a 5 8 3 ~ Oo 8 N | N w Ww 2 S 1 € = + | 9 5 g | 1 8 z | ¥ | I PRIVATE. RECIPROCAL ACCESS. EASEMENT | [ i 4 10’ BSBL | | _ 122.53" | 35 20°_| 16697 SO ~ N88°48'50"W 289.50° EXISTING DRIVEWAY — _S5 8848'43" E 1684.68" . ; Fe SW 43RD STREET LEGEND 1/2” REBAR W/ PLASTIC CAP * MARKED "BCE 28238”, TO BE SET AS CONSTRUCTION IS COMPLETED 0000 ADDRESS DESIGNATOR DG —ee_ea—XKXeEE ae ES S SS S S S S S S S S SW Z » 18215 72ND AVENUE SOUTH KENT, WA 98032 Z (425)251-6222 (425)251-8782 FAX S) 2 o CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES a, \.S46°36'14"W 18.50 CITY_OF RENTON MON. #593 PLEASE SEE SURVEY NOTE #1 DRAWN BY DATE 1/28/00 CITY OF RENTON LAND USE ACTION NO. LUA-00-034, SHPL—-A CITY OF RENTON LAND RECORD NO. LND-20-0268 OKP-00-044 {97 2, NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M. SCALE: 1” = 40 CHECKED BY: RWG \ 6777PP02 J JOB NO.: 6777 PROJECT NO.: SURVEY FOR INDEPENDENT DEVELOPMENT COMPANY, LLC 742 1st STREET SOUTH KIRKLAND, WASHINGTON 98033 KING COUNTY laesinhdileisenieetiimamtiaieaiasinaiaieatimaatiaiaial WASHINGTON 40 Pa u l Xr e f s : 1 Sc a l e : 5 c 09 : 1 2 20 0 0 {t y Da t e / T i m e : 05 / 2 4 , Fi l e : P: \ S D S K P R O J \ 6 7 7 7 \ S U R V E Y \ P L A T S \ 6 7 7 7 P P 0 2 . D W G A ——————— ee, 43rd STREET CENTER SHORT PLAT A SHORT PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. SURVEY NOTES . THE BASIS OF BEARING FOR THIS SURVEY IS NAD 1988/1991 AS PUBLISHED BY AND ON FILE WITH THE CITY OF RENTON. THE BASIS OF HORIZONTAL POSITION IS CITY OF RENTON MONUMENT NO. 593, WHICH IS A BRASS CAP WITH AN "X” IN A CAST IRON MONUMENT CASE IN THE CENTER OF S.W. 43RD STREET APPROXIMATELY 35 FEET WEST OF THE CENTER OF OAKESDALE AVENUE S.W. WE LOCATED CITY OF RENTON MONUMENT NO. 1858 BY TRAVERSE AND HELD THE LINE BETWEEN SAID MONUMENTS TO BE NO2°13°36"E. . THE VERTICAL DATUM IS NAVD 1988. THE BENCHMARK IS THE CITY OF RENTON MONUMENT NO. 1973, WHICH IS A KING COUNTY STANDARD BRASS DISK STAMPED "KC-F-—12 1993” IN THE CONCRETE SIDEWALK ON THE NORTH SIDE OF S.W. 43RD STREET. THE ELEVATION IS 25.61 FEET (7.805 METERS). . THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5” ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. . ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. K806091—9K, DATED MAY 17, 2000. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY’S REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. . FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. WAS CONDUCTED ON THE 18TH OF JANUARY, 2000. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. ZONING CA (CITY OF RENTON, WA) 10’ MINIMUM SETBACK FROM STREET 0’ REAR AND SIDE SETBACK AREA AREA PROPOSED LOT 1 AREA PROPOSED LOT 2 TOTAL AREA 28,465 SQ.FT. (0.653 ACRES 41,316 SQ.FT. (0.948 ACRES 69,781 SQ.FT. (1.602 ACRES SHORT PLAT NOTES . THE SITE SHALL BE PROHIBITED FROM CONSTRUCTING ADDITIONAL DRIVEWAYS FOR EITHER PARCEL. THE EXISTING DRIVEWAY BETWEEN THE TWO PARCELS ON SW 43rd STREET SHALL BE THE ONLY DIRECT VEHICULAR ACCESS TO SW 45rd STREET FOR THE NEW WESTERLY PARCEL. . ACCESS EASEMENTS ARE HEREBY ESTABLISHED FOR THE JOINT USE OF THE EXISTING DRIVEWAY. . UTILITY EASEMENT PROVISION: THE OWNERS OF THE LOTS CREATED HEREIN HAVE THE RIGHT TO ENTER ANY OF THE OTHER PARCELS IN ORDER TO INSPECT AND/OR REPAIR COMMON UTILITY IMPROVEMENTS. CITY OF RENTON KING COUNTY WASHINGTON LEGAL DESCRIPTION ADJUSTED PARCEL | (TAX PARCEL NO. 3€2304—9018-09) THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET THEREOF, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43RD STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43RD STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43 BEARS NORTH 88° 48’ 43” WEST 784.19 FEET DISTANT; THENCE NORTH 01° 11° 17” EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1 AND THE TERMINUS OF THIS DESCRIBED LINE. ALSO KNOWN AS ADJUSTED PARCEL “I” OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-—027—LLA, AS RECORDED IN VOLUME 124 OF SURVEYS, PAGE 211, UNDER RECORDING NO. 9809239001, RECORDS OF KING COUNTY, WASHINGTON. DECLARATION CF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY FURTHER SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. OA K E S D A L E AV . } SW WE S T VA L L E Y | HW Y . 167 ee) we f CITY OF RENTON LAND USE ACTION NO. LUA-00-034, SHPL-A CITY OF RENTON LAND RECORD NO. LND-10-0353 DECLARATION OF SHORT PLAT WE, THE UNDERSIGNED OWNER IN FEE SIMPLE OR THE AUTHORIZED AGENT OF THE OWNER OF THE LANDS HEREBY SHORT PLATTED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC DEPICTION THEREOF. WE FURTHER HEREBY DECLARE THAT THIS SHORT PLAT IS MADE IN ACCORDANCE WITH OUR WISHES AND DESIRES. RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY BY: ITS: WEST COAST BANK, AN OREGON CORPORATION BY: ITS: ACKNOWLEDGMENT: STATE OF WASHINGTON ) ) ss. COUNTY OF ) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED (PRINT NAME OF NOTARY PUBLIC) APPOINTMENT EXPIRES: STATE OF WASHINGTON ) ) ss. COUNTY OF ) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF WEST COAST BANK, AN OREGON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED (PRINT NAME OF NOTARY PUBLIC) APPOINTMENT EXPIRES: DEVELOPMENT PLANNING APPROVALS: CITY OF RENTON 20 Ki m b e r l y Xr e f s : Sc a l e : 1 10 : 4 6 Fi l e : P: \ S D S K B R O J \ 6 7 7 7 \ S U R V E Y \ PL A T S \ 6 7 7 7 P P 0 1 . D W G Da t e / T i m e : 05 / 3 1 / 2 0 0 0 RECORDING CERTIFICATE: Recording No. , 2000 at_:___ at the request of Filed for record this day of __.M. in book of Surveys at page Barghausen Consulting Engineers, Inc. Manager Superintendent of Records 2? ee LAND SURVEYOR’S CERTIFICATE: This map correctly represents a survey made by me or under my direction in conforma ith the requirements of the Survey Recording Act at the pst of INDEPENDENT DEVELOPMENT CO., LLC in JANUARY, 2000. H [3m 00 AM GLASSEY, P.LS. \ DATE REGISTRATION NO. 28238 < ~ CL L AL L O expirRES 05/18/01 AANNNNNNNNNSNN SSSR ISIS, Ld fy HAY, 18215 72ND AVENUE SOUTH KENT, WA 98032 z (425)251-6222 = (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF A.D. 200_s Ay “4 | 2000 CITY OF RENTON—ADMINISTRATOR OF ny BENTO PLANNING /BUILDING/PUBLIC WORKS ed or® yr 0 EXAMINED AND APPROVED THIS DAY OF A.D. 200___ CENE WS REN D \\ KING COUNTY ASSESSOR DEPUTY ~ = INDEX DATA ' — SRF NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M| | SHT DATE 4/28/00. | | SURVEY FOR SHE", __,, | INDEPENDENT DEVELOPMENT COMPANY, LLC 1 CHECKED BY 742 ist STREET SOUTH — KIRKLAND, WASHINGTON 98033 OF - 6777 PROJECT NO.: 2 5777eP01 || KING COUNTY WASHINGTON SHP-00-034 | \ , fe) 80 43rd STREET CENTER SHORT PLAT A SHORT PLAT SUBDIVISION OF PARCEL |, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. CITY OF RENTON KING COUNTY WASHINGTON CITY OF RENTON LAND USE ACTION NO. LUA-—00-034, SHPL-A CITY OF RENTON LAND RECORD NO. LND—10-0353 a es SCALE 1” = 40° | | ep) ae LL 2 EASEMENT REC. a — 9810280441 za S88°48'43"E 305.00’ = ? : Q x 124.99 T 180.01" ; aS < a td Z mad ea) B < PROPOSED ol a ; NEW LINE 7 7 a : XXXX “ST 1200 = 8 S ne) ~ I S i S a N WW | bu 2 5 1 mes 3 = ce w . = hw a 7 = 2 | | 3 3 4 1 oO ! S < AREA FOR PRIVATE . MUTUAL ACCESS E EASEMENT | = : | | 9 = 10° BSBL _ a ci 122.53’ | 35 - | ~ T6697" N88'48'50W] 289.50 rR EXISTING rg DRIVEWAY tu! ey eet < 6——/\— _ ibe _ _S 8848°43" E 1684.68" al 2 ~ i - = a 4 \ 1 9% pn 5 _ DLC #43 SW 43RD STREET S46°36'14"W Ss = _ 7 - 7 _ 18.50 % 7 CITY OF RENTON a MON. #593 D PLEASE SEE 4 200 < SURVEY NOTE #1 TN 7 00 : Sco ———E 8 eee, a Z @H A F, DRAWN BY Z & | 18215 72ND AVENUE SOUTH SRF NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.Mi} SH] LEGEND y Bae SURVEY FOR y Vv KENT, WA 98032 1/28/00 i/o” Ree RE PUNTO OAR {|| @ Z (425)251-6222 SHE", | |INDEPENDENT DEVELOPMENT COMPANY, LLC P ° MARKED "BCE 28238”, TO BE SET || <— * (425)251-8782 FAX CHECKED BY: 742 1st STREET SOUTH AS CONSTRUCTION IS COMPLETED NI} oY g ee KIRKLAND, WASHINGTON 98033 OF XS NO.: ’ Ni} % 2 CIVIL ENGINEERING, LAND PLANNING, ort? D) 0 ADDRESS DESIGNATOR N ¢ PROJECT NO.: _— ewes 05716701 __ J epic |S PRENITIG, ERMINE: SERVICES ss77pp02 || KING COUNTY WASHINGTON \ y} SSNS Necnnisasensaeiarmmaninemeicacall Es SHP-00-034 A SHORT PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA 43rd STREET CENTER SHORT PLAT CITY OF RENTON LAND USE ACTION NO. LUA—00-034, SHPL—A CITY OF RENTON LAND RECORD NO. LND —20-0268 BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. SURVEY NOTES 1. THE BASIS OF BEARING FOR THIS SURVEY IS NAD 1988/1991 AS PUBLISHED BY AND ON FILE WITH THE CITY OF RENTON. THE BASIS OF HORIZONTAL POSITION IS CITY OF RENTON MONUMENT NO. 593, WHICH IS A BRASS CAP WITH AN "X” IN A CAST IRON MONUMENT CASE IN THE CENTER OF S.W. 43RD STREET APPROXIMATELY 35 FEET WEST OF THE CENTER OF OAKESDALE AVENUE S.W. WE LOCATED CITY OF RENTON MONUMENT NO. 1858 BY TRAVERSE AND HELD THE LINE BETWEEN SAID MONUMENTS TO BE NO2°13'36"E. 2. THE VERTICAL DATUM IS NAVD 1988. THE BENCHMARK IS THE CITY OF RENTON MONUMENT NO. 1973, WHICH IS A KING COUNTY STANDARD BRASS DISK STAMPED "KC—F—12 1993” IN THE CONCRETE SIDEWALK ON THE NORTH SIDE OF S.W. 43RD STREET. THE ELEVATION IS 25.61 FEET (7.805 METERS). 3. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5” ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 4, ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. K806091-9K, DATED MAY 17, 2000. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY’S REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. 5. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. WAS CONDUCTED ON THE 18TH OF JANUARY, 2000. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. ZONING CA (CITY OF RENTON, WA) 10° MINIMUM SETBACK FROM STREET 0’ REAR AND SIDE SETBACK AREA AREA PROPOSED LOT 1 = 41,316 SQ.FT. (0.948 ACRES AREA PROPOSED LOT 2 = 28,465 SQ.FT. (0.653 ACRES TOTAL AREA = 69,781 SQ.FT. (1.602 ACRES SHORT PLAT NOTES 1. THE SITE SHALL BE PROHIBITED FROM CONSTRUCTING ADDITIONAL DRIVEWAYS FOR EITHER PARCEL. THE EXISTING DRIVEWAY BETWEEN THE TWO PARCELS ON SW 43rd STREET SHALL BE THE ONLY DIRECT VEHICULAR ACCESS TO SW 43rd STREET FOR THE NEW WESTERLY PARCEL. 2. ACCESS EASEMENTS ARE HEREBY ESTABLISHED FOR THE JOINT USE OF THE EXISTING DRIVEWAY PER THE RECIPROCAL EASEMENT AGREEMENT AND USE RESTRICTION DOCUMENT AS RECORDED UNDER KING COUNTY RECORDING NO. 3. UTILITY EASEMENT PROVISION: THE OWNERS OF THE LOTS CREATED HEREIN HAVE THE RIGHT TO ENTER ANY OF THE OTHER PARCELS IN ORDER TO INSPECT AND/OR REPAIR COMMON UTILITY IMPROVEMENTS. a RECORDING CERTIFICATE: Recording No. ne ee LAND SURVEYORS CERTIFICATE: This map correctly represents a survey made by me or under my direction in conformange CITY OF RENTON KING COUNTY WASHINGTON LEGAL DESCRIPTION ADJUSTED PARCEL | (TAX PARCEL NO. 362304-—9018-09) THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET THEREOF, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43RD STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43RD STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43 BEARS NORTH 88° 48’ 43” WEST 784.19 FEET DISTANT; THENCE NORTH O1° 11° 17” EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1 AND THE TERMINUS OF THIS DESCRIBED LINE. ALSO KNOWN AS ADJUSTED PARCEL "I" OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-—98-—027—LLA, AS RECORDED IN VOLUME 124 OF SURVEYS, PAGE 211, UNDER RECORDING NO. 9809239001, RECORDS OF KING COUNTY, WASHINGTON. DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY FURTHER SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. e —— x Li —l << Q | x = ads SW 43RD SY — Wy SITE x > ke it = 167 18215 72ND AVENUE SOUTH KENT, WA 98032 requirements of the Survey Filed for record this day of , 2000 at_s___ : "te tos book of Surveys at page at the reuuest of Recording Act at the DEPENDENT DEVELOPMENT CO., LLC (425)251-6222 Barghausen Consulting Engineers, Inc. in JANUARY, 2000. (425)251 —8782 FAX / 29 Vy 00 CIVIL ENGINEERING, LAND PLANNING, R. WILLIAM GLASSEY, P.LS. \ DATE SURVEYING, ENVIRONMENTAL SERVICES Manager Superintendent of Records REGISTRATION NO. 28238 aries 05/18/01 Aan een WSIS AALILLLEE LETH INDEX DATA DECLARATION OF SHORT PLAT WE, THE UNDERSIGNED OWNER IN FEE SIMPLE OR THE AUTHORIZED AGENT OF THE OWNER OF THE LANDS HEREBY SHORT PLATTED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC DEPICTION THEREOF. WE FURTHER HEREBY DECLARE THAT THIS SHORT PLAT IS MADE IN ACCORDANCE WITH OUR WISHES AND DESIRES. RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY BY: ITS: WEST COAST BANK, AN OREGON CORPORATION BY: ITS: ACKNOWLEDGMENT: STATE OF WASHINGTON ) ) ss. COUNTY OF ) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. Pa u l Xr e f s : =2 0 1 SIGNATURE OF NOTARY PUBLIC DATED (PRINT NAME OF NOTARY PUBLIC) APPOINTMENT EXPIRES: STATE OF WASHINGTON ) ) COUNTY OF ) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT ss. Sc a l e : 14 : 0 8 SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF WEST COAST BANK, AN OREGON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. Da t e / T i m e : 06 / 2 9 / 2 0 0 0 SIGNATURE OF NOTARY PUBLIC DATED (PRINT NAME OF NOTARY PUBLIC) APPOINTMENT EXPIRES: APPROVALS: EXAMINED AND APPROVED THIS______DAY OF A.D. 200__ CITY OF RENTON-ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS PLAN REVIEW CITY OF RENTON EXAMINED AND APPROVED THIS DAY OF A.D. 200__ JUN 3 0 2000 KING COUNTY ASSESSOR DEPUTY DRAWN BY SRF NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M. PATE 4/28/00. | | SURVEY FOR SOE 40" INDEPENDENT DEVELOPMENT COMPANY, LLC = 742 1st STREET SOUTH CHECKED BY: RWG KIRKLAND, WASHINGTON 98033 6777PP01 JOB NO.: 6777 PROJECT NO.: KING COUNTY WASHINGTON P: \ SD S K P R O J \ 67 7 7 \ SU R V E Y \ PL A T S \ 67 7 7 P P 0 1 . D W G Fi l e : SHT 1 OF SHP- 00-034 0 | \ , 80 a SCALE 1” = 40’ 43rd STREET CENTER SHORT PLAT EASEMENTS AND RESTRICTIONS FIRST AMERICAN NO. K806091—9K 1-2. NOT APPLICABLE TO BE SHOWN ON SURVEY. 3. THIS PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS AS RECORDED UNDER RECORDING NO. 9712312199, RECORDS OF KING COUNTY, WASHINGTON. 4. THIS PROPERTY IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS AS DECREED UNDER SUPERIOR COURT CAUSE NO. 81—2—-08117-—7. 5. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A CONSENT DECREE FILED UNDER SUPERIOR COURT CAUSE NO. 97-2-17988-2. 6. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RECIPROCAL ACCESS EASEMENT AS RECORDED UNDER RECORDING NO. 9810280441, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN) 7. THIS PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS AS RECORDED UNDER RECORDING NO. 9810280442, RECORDS OF KING COUNTY, WASHINGTON. 8. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A LOT LINE ADJUSTMENT AS RECORDED UNDER RECORDING NO. 9809239001, RECORDS OF KING COUNTY, WASHINGTON. KING COUNTY WASHINGTON LEGEND 1/2” REBAR W/ PLASTIC CAP MARKED "BCE 28238”, TO BE SET AS CONSTRUCTION IS COMPLETED 0000 ADDRESS DESIGNATOR A SHORT PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. CITY OF RENTON 20’ X 50° RECIPROCAL ACCESS EASEMENT REC. NO. 9810280441 a S$88°48'43"E 305.00’ ox 124.99’ f ; z= 180.01 ras a & | — cal faa) 0p) fea) PROPOSED a NEW LINE N, 1250 _ | 1200 ° n ms oO 8 be S 8 N uu bu 2 S 1 s ~ We) - = = = Sa oO S fo} =z i ” =. | PRIVATE RECIPROCAL ACCESS EASEMENT [ H % 10’ BSBL ‘ ? 122.53’ 35’ 20’ ~ 1 66.97’ ~ 4 ate 289.50’ EXISTING DRIVEWAY a | | 8 S N fo) _ S 88°48'43”" ED 1684.68’ _ (| NE COR. 7 HENRY ADAMS DLC #43 SW 43RD STREET S46°36'14°W = ~ = _ _ _ Z 18.50 CITY OF RENTON MON. #593 PLEASE SEE \ SSS SSSsssssssssssnsssassessssnsssssess ( ULLLLLOLLLALLLLL DSS SOoOnny \ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES SURVEY NOTE #1 es DRAWN BY SRF OA K E S D A L E AV E N U E SW DATE 1/28/00 CITY OF RENTON LAND USE ACTION NO. LUA—00-034, SHPL—A CITY OF RENTON LAND RECORD NO. LND-20-—0268 [INDEX DATA NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M. SCALE: ; 1 = 40 CHECKED BY: RWG JOB NO.: 6777 PROJECT NO.: SURVEY FOR INDEPENDENT DEVELOPMENT COMPANY, LLC 742 1st STREET SOUTH KIRKLAND, WASHINGTON 98033 6777PPO02 WASHINGTON SHP-00-084 KING COUNTY 40 Pa u l Xr e f s : | Fi l e : P: \ S D S K P R O J \ 6 7 7 7 \ S U R V E Y \ P L A T S \ 6 7 7 7 P P 0 2 . D W G Da t e / T i m e : 05 / 2 4 / 2 0 0 0 09 : 1 2 Sc a l e : 1 © Cr -OAKESDALE PRELIMINARY PLAT A PRELIMINARY PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. SURVEY NOTES 1. 5. THE BASIS OF BEARING FOR THIS SURVEY IS NAD 1988/1991 AS PUBLISHED BY AND ON FILE WITH THE CITY OF RENTON. THE BASIS OF HORIZONTAL POSITION IS CITY OF RENTON MONUMENT NO. 593, WHICH IS A BRASS CAP WITH AN "X” IN A CAST IRON MONUMENT CASE IN THE CENTER OF S.W. 43RD STREET APPROXIMATELY 35 FEET WEST OF THE CENTER OF OAKESDALE AVENUE S.W. WE LOCATED CITY OF RENTON MONUMENT NO. 1858 BY TRAVERSE AND HELD THE LINE BETWEEN SAID MONUMENTS TO BE NO2°13'36"E. THE VERTICAL DATUM IS NAVD 1988. THE BENCHMARK IS THE CITY OF RENTON MONUMENT NO. 1973, WHICH IS A KING COUNTY STANDARD BRASS DISK STAMPED "KC—F-12 1993” IN THE CONCRETE SIDEWALK ON THE NORTH SIDE OF S.W. 43RD STREET. THE ELEVATION IS 25.61 FEET (7.805 METERS). THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5” ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. K806091—9K, DATED DECEMBER 22, 1999. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. WAS CONDUCTED ON THE 18TH OF JANUARY, 2000. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. ZONING CA (CITY OF RENTON, WA) 10° MINIMUM SETBACK FROM STREET 0’ REAR AND SIDE SETBACK AREA AREA PROPOSED LOT 1 = AREA PROPOSED LOT 2 = 28,465 SQ.FT. TOTAL AREA = 69,781 SQ.FT. 0.653 ACRES 41,316 SQ.FT. (0.948 ACRES 1.602 ACRES CITY OF RENTON KING COUNTY WASHINGTON LEGAL DESCRIPTION ADJUSTED PARCEL | (TAX PARCEL NO. 362304—9018-09) THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET THEREOF, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43RD STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43RD STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43 BEARS NORTH 88" 48’ 43” WEST 784.19 FEET DISTANT; THENCE NORTH 01° 11° 17” EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1 AND THE TERMINUS OF THIS DESCRIBED LINE. ALSO KNOWN AS ADJUSTED PARCEL "I" OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA—98—027-LLA, AS RECORDED IN VOLUME 124 OF SURVEYS, PAGE 211, UNDER RECORDING NO. 9809239001, RECORDS OF KING COUNTY, WASHINGTON. = Sp) z Ss ras | x z is Sw 43RD ou G Neste $ 2 = 167 Vicinity Map No Scale RECORDING CERTIFICATE: Recording No. Filed for record this day of , 2000 at_s_ __.M. in book __ _of Surveys at page______———sat_-the request of Barghausen Consulting Engineers, Inc. Manager Superintendent of Records enn nn LAND SURVEYOR’S. CERTIFICATE: This map correctly represents a survey made by me or under my direction in conformafcd with the requirements of the Survey Recording Act at the in JANUARY, 2000. R. WILLIAM GLASSEY, P.LS. DATE REGISTRATION NO. 28238 18215 72ND AVENUE SOUTH KENT, WA 98032 Zz (425)251-6222 “= (425)251-8782 FAX iS) CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES CITY OF RENTON LAND USE ACTION NO. LUA—XX—XXX—SHPL CITY OF RENTON LAND RECORD NO. XXX—XX-XXX DEVELOPMENT 5 CITY OF RENTON NC MAR 15 2000 RECEIVES DECLARATION OF PRELIMINARY PLAT WE, THE UNDERSIGNED OWNER IN FEE SIMPLE OR THE AUTHORIZED AGENT OF THE OWNER OF THE LANDS HEREBY PRELIMINARY PLATTED, HEREBY DECLARE THIS PRELIMINARY PLAT TO BE THE GRAPHIC DEPICTION THEREOF. WE FURTHER HEREBY DECLARE THAT THIS PRELIMINARY PLAT IS MADE IN ACCORDANCE WITH OUR WISHES AND DESIRES. INDEPENDENT DEVELOPMENT COMPANY, A WASHINGTON CORPORATION BY: ITS: ACKNOWLEDGMENT: STATE OF WASHINGTON ) ) ss. COUNTY OF ) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF THE INDEPENDENT DEVELOPMENT COMPANY, A WASHINGTON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED (PRINT NAME OF NOTARY PUBLIC) APPOINTMENT EXPIRES: DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS PRELIMINARY PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS PRELIMINARY PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY FURTHER SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS PRELIMINARY PLAT. APPROVALS: EXAMINED AND APPROVED THIS DAY OF 20 St e p h e n Xr e f s : A.D. 200__ CITY OF RENTON—ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS EXAMINED AND APPROVED THIS DAY OF A.D. 200__ KING COUNTY ASSESSOR eo DRAWN BY DAT! © 4/28/00 DEPUTY } P: \ S D S K P R O J \ 6 7 7 7 \ S U R V E Y \ P L A T S \ 67 7 7 P P 0 1 . D W G Da t e / T i m e : 01 / 2 8 / 2 0 0 0 15 : 0 4 Sc a l e : 1 (INDEX DATA ; ' NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M. SCALE: 1” = 40 CHECKED BY: RWG JOB NO.: 6777 PROJECT NO.: SURVEY FOR INDEPENDENT DEVELOPMENT COMPANY 1 742 ist STREET SOUTH KIRKLAND, WASHINGTON 98033 6777PP02 J WASHINGTON 2 KING COUNTY SHP- 00-034 OAKESDALE PRELIMINARY PLAT A PRELIMINARY PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. CITY OF RENTON oO > lo } ao o KING COUNTY WASHINGTON ee ; , SCALE 1° = 40 la, | Cf / / — tos 297 / ev 3 | Le re *™ 7 a i ae ~ ER / “oe cent _ / G oe ; ? <O/ ‘Xs Pe aadl| # ¢ A ys / f «@ Jf |4 ; __ / A ra ¢ aa yp? J, J 2 LC ah. Ro JLo . “ \ =""50" x 50" ACCESS r, \ - | EASEMENT REC. NO. a a i 9810280441 ra . 2 vA wennsew> \F Re x “ / ed We / of | é 4 Ser =" BROBOSEDE f 32 NEW LINE ; / XXXX of ¢ i °o; a \ > j S| ead . va a \ S - fo SN ; = \ 7 ‘s ~ a ar a= \ 4 . < Lit Ree / 2 af = 4 ™ “Ss \ & wor / - | & 4 + {/ xi 2 — _ z L 6 8) 5 lial: seiacaia - 23 revere ] S a a Sy, ~~ _ aE TER DISPENS oe, _ TRAFIC Bicn 2 tof ese co oe _ saicainnenenie ——= 2 4. sca een 1, LEIPOWER YALL Yo o n 3 S46 LEGEND e 1/2” REBAR W/ PLASTIC CAP MARKED "BCE 28238”, TO BE SET AS CONSTRUCTION IS COMPLETED 0000 ADDRESS DESIGNATOR OE So S) = x 18215 72ND AVENUE SOUTH CITY OF RENTON MON. #593 KENT, WA 98052 (425)251—-6222 RAWN BY DEEN EF eee DATE 1/28/00 SCALE: 1” = 40 (425)251—8782 FAX CHECKED BY: RWG CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES JOB NO.: 6777 PROJECT NO.: 6777PP02 J CITY OF RENTON LAND USE ACTION NO, LUA-XX—XXX—SHPL CITY OF RENTON LAND RECORD NO. XXX-XX—XXX S W Ri s ps be s < is ?= AV E N U E : Pe LIGHT J~BOX = LUMINAIRE SSMH #14204 SMH #14205 nen i? £53 i 4 ae n £ fohed #14206 (INDEX DATA ’ NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M. ee, a Z SURVEY FOR INDEPENDENT DEVELOPMENT COMPANY 742 1st STREET SOUTH KIRKLAND, WASHINGTON 98033 KING COUNTY WASHINGTON SHP-00-034 te p h e n Xr e f s : =4 0 $ | Fi l e : P: \ S D S K P R O J \ 6 7 7 7 \ S U R V E Y \ P L A T S \ 6 7 7 7 P P 0 2 . D W G Da t e / T i m e : 01 / 2 8 / 2 0 0 0 14 : 4 5 Sc a l e : 1 © Cp DA T E : 3/ 6 / 0 0 FI E L D B O O K : PA G E : DR A W I N G NO : 29 9 - 8 4 8 C SH E E T : TE M P O R A R Y ER O S I O N & SE D I M E N T A T I O N CO N T R A L PL A N (T E S C P ) CI T Y OF RE N T O N ae Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r Q 10 . 40 SCALE: TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN (TESCP CONSTRUCTION DATA: G) INSTALL TEMOPARY CONSTRUCTION ENTRANCE PER CITY OF RENTON DETAIL SHEET #7 Q@) INSTALL FILTER FRABRIC SILT FENCE PER CITY OF RENTON DETAIL SHEET § 7 1"=20' G3) TEMPORARY SEDIMENT TRAP MAX. WS. EL= 23.5 POND BOTTOM EL= 19.5 i 1 1 1 t rl 1 t 1 ' ‘ ' (4) SEDIMENT TRAP OUTLET SEE DETAIL SHEET # 8 TEMPORARY "V" DITVH PER DETAIL SHEET # 7 RELOCATE AND MAINTAIN AS CONSTRUCTION PROGRESS. SN 4 “RIPRAP . TA EXISTING = 7—ELEVEN wl NG _ 7 INSTALL FLIER FABRIC rs) auf S Z a = a \\. \ fl \ og NN . | co q eS ! ca e » 2S 3.1 23 - o o , XE L E V A T I O N 19 . 5 —T t NI PROPOSED ! a) + tne ! vAG BUILDING © | LOCATION \ LB INSTALL FILTER FABRIC (5) GENEATH GRATE GV CALL BEFORE YOU DIG: 1-800-424-5555 LEGEND EXISTING CONTUORS TEMPORARY CONSTRUCTION ENTRANCE pron OLOe SILT CONTROL FENCE PROPOSED BUILDING SEDIMENT TRAP OUTLET TEMPORARY "V" DITCH PROPOSED BERM EXISTING CONTOURS EXISTING SPOT ELEV. STROM DRAIN PIPE NW SW 49 r d ST R E E T AN D OA K S D A L E AV E . SW RE N T O N WA S H I N G T O N PR O P O S E D SH O P P I N G CE N T E R (4 2 5 ) 74 6 - 4 8 7 7 SURVEY DATA: -BENCHMARK- CITY OF RENTON MONUMENT NO. 1973. A STANDARD BRASS DISK STAMPED "KC-F12 1993" IN THE CONCRETE SIDEWALK ON NORTH SIDE OF S.W. 43RD STREET, APPROXIMATELY 782 FEET WEST OF CENTERLINE INTERSECTION OAKESDALE AVE. S.W. AND S.W. 43RD STREET. ELEV. = 25.61 FEET VERTICLE_DATUM: NAVD 1988 BASIS OF BEARING: NAD 1988/1991 GENERAL NOTES: 1, ALL BUILDINGS, PAVEMENTS, SLABS, GROUND COVER, UTILITIES, ETC., INSIDE PROPERTY SHALL BE REMOVED UNLESS OTHERWISWE SHOWN ON THE PLANS. CONTRACTOR SHALL CAP/PLUG ALL UTILITES AT PROPERTY LINE WHICH ARE TO BE ABANDONED OR REMOVED. 2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY COMPANIES ON REQUESTING DISCONNECTIONS, REMOVALS AND/OR RELOCATION OF EXISTING SURFACE. 3. CONTRACTOR IS CAUTIONED THAT STAI SOILS MAY EXIST. CONTRACTOR SHALL REVIEW THE SITE ASSESMENT REPORT FOR FURTHER DESCRIPTION AND RECOMMENDATIONS /REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION ACTI 4. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC. SHALL BE REMOVED PER COUNTY/STATE REGULATIONS, BASEMENT, CRAWL SPACES, TANK HOLES, ETC., SHALL BE BACKFILLED AND COMPACTED PER SOILS ENGINEERS RCOMMENDATIONS. 5. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR 70 COMMENCING WORK 6. ALL EXISTING UTILITIES WHICH LAY. BENEATH THE PROPOSED BULIDINGS SHALL BE REMOVED AND BCKFILLED PER SOILS ENGINEERS 7. CONCRETE AND ASPHALT RUBBLE GENERATED FROM DEMOLITION MAY BE USED WITHIN STRUCTURAL FILL IF APPROPIATELY BROKEN (PIECES SMALLER THAN 3 INCHES) AND COMPACTED. SEE SOILS REPORT. 8. GENERAL CONTRACTOR SHALL CONFIRM DEWATERING AND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL ENGINEER. 9. CONTRACTOR SHALL PREPARE AND PROCESS APPROVED TRAFFIC CONTROL PLAN(S) FOR ALL WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. 10, SEE SHEET 6 FOR ADDITIONAL NOTES CONSTRUCTION SEQUENCE: 1. ATTEND PRECONSTRUCTION MEETING 2. INSTALL CONSTRUCTION ENTRANCE 3. INSTALL SILT FENCES, WHERE SHOWN 4. CONSTRUCT TEMPORARY "V" DITCHES 5. EXCAVATE POND TO LIMITS AS SHOWN 6. CLEAR SITE AND ROUGH GRADE AMEND TESC FACILITIES AS NEEDED 7. COORDINATE RELOCATION OF POWER 8. INSTALL UTILITIES 9. COMPLETE FINAL GRADING 10. COMPLETE PAVING AND LANDSCAPING 11. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED DAILY FOR VERIFICATION OF PROPER OPERATION. SHALL BE REMOVED AFTER STORM EVENTS 12. KEEP SIDEWALK AND STREET CLEAN BY SWEEPING AND MONITOR DAILY 13. MAINTAIN TESC. FASCILITES UNTIL AL HAS PASSED AND PERMANENT STORM 14. COMPLETE FINAL INSPECTION KING COUNTY AR C H I T E C T U R E EN G I N E E R I N G EN V I R O N M E N T A L SE R V I C E S 15 5 0 14 0 t h AV E NE #1 0 0 , BE L L E V U E , WA . 98 0 0 5 Gr o u r IN C . AR C H I T E C T : JO H N W. ST R O B E L NED SOILS, ASBESTOS CONTAINING MATERIAL AND SEPTIC MITY. ° eo DIRECTION. PR E P A R E D FO R AND REQUIREMENTS. ON PLAN WITH ROCK CHECK DAMS FACILITIES WITH PUGET POWER [ ft C 7 EZ . (l / h IN D E P E N D E N T DE V E L O P M E N T CO M P A N Y , LL C . ANY SILT ACCUMULATION ON L RISK OF EROSION/SEDIMENTATION SYSTEM IS INSTALLED Ya k i m a , WA 98 9 0 2 MA R 15 20 0 0 RE C E I v e n rn , D VE L O P M E N T ° ° No r t h e ca e PR E P A R E D BY \G ! Y— f- 20 0 2 . He a d Of f i c e 72 2 No r t h 16 t h Av e . Su i t e 31 Ph o n e (5 0 9 ) 24 8 - 9 7 9 8 Fa x (5 0 9 ) 24 8 - 4 2 2 0 Co n s u l t i n g En g i n e e r s & Ma t e r i a l s Te s t i n g RECOMMENDED CITY OF RENTON DEPT OF PUBLIC WORKS FOR APPROVAL BY: BY: BY: TEMPORARY FROSION AN | ke A TRA. ONAN a" PROPOSED SHOPPING CENTER SW 43rd STREET AND OAKSDALE AVE SW RENTON, WASHINGTON & Sa oF 23 32 &B WN & x Oo —— N > I y Eg A Bl kw ae oe vise LJ BlFoy 2 | [si go | + a iS is 5 e 4 as - PEER EERE a. =I aq Oo < fa, gf ao O. > oo z Qo ” > li or e) z NO. “REVISION a DATE: FILE NO. DRAWN CHECKED _JSCALE 1'=20° FIELD BOOK____PAGE__ APPROVED a sHeet__2 OF 8 DIRECTOR OF PUBLIC WOR SHY-00-024 CB #14213 oO - a j e fF | SURVEYOR GEOTECHNICAL ENGINER CIVIL ENGINGEER OQ 2 Sg 2 S |] Barchausen GN NORTHEN INC. GN NORTHEN INC. eo l8 ol & |g | 18215 72nd AVE. SOUTH 9757 JAUNITA DR. NE SUIT 121 9757 JAUNITA DR. NE SUIT 121 Pp 3 eafS % fa KENT, WA 98032 KIRKLAND, WA 98034 KIRKLAND, WA 98034 5 oes eres ==" GRADING AND STROM DRAINAGE PLAN : - [aon = | CALL BEFORE YOU DIG: mg FLEXIBLE PAVEMENT ' ae pes — | 1-800-424-5555 A g AC (ASPALT CONCRETE) . . oO est CLASS B MIX 2 ci i = } | UTLTY CONFLICT NOTE: S = 11/2" CRUCHED ROCK BASE COURSE eS CAUTION: oy <t (WCDOT SPEC. 9-03.9(3) ‘i ! THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, jon = —J OVERLYING GEOTEXTILE (MIRAFI HP370) 8 f AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT eo =) aL ! BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION fea me} . PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 js SEE GEOTECHNICAL REPORT BY GN NORTHERN INC. ! : ) : ‘ AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY P) Lid DATED FEB. 4. 2000 FOR PAVEMENT RECOMADATIONS ! - oy Bie H CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF C5 i C ; f SAID UTILITIES AS SHOWN ON THESEPLANS ARE BASED UPON THE UNVERIFED PUBLIC — <C i _ ae INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE al == = | 25'-0" i \\ ) * exSTNG FIRE HYDRANT = SomTRATOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE w - = ~ LOACTED WITHIN 300’ u ING WITH CONSTRUCTION. = Exist STROM & UTRITY EASMENT . FROM THE PROPOSED BLD) | L— bol di dp03 a & ac eo ; = BE O Pail — CB 14202 leg = 4 | 20’ x 50° ACCESS hol on => | z C N D ; WV KL _ 7) t Lp ~ p< * PROVIDE A ROCKI=ERY WALL (HEIGHT VARIES FROM 2° TO 3’) EASEMENT REC. NO. x 4 UY) S Tp) 1 . i PER CITY OF RENTON STANDARD SPECIF OR PROVIDE 2(H): 1(V) SLOPE 9810280441 A ome z | i EXISTING CONTOURS 22 7 ; ; = 9 NEW POWER & PHONE SERVICE v < = RE)= thee SPP (SIRE) TO PROPOSED BILDING dese PROPOSED SPOT ELE. "es ce a = z | EIN} 678. 5 LF @ 3.0% Re 7 Lp jut EXISTING SPOT ELE. si Z = Reta Ne) FASTING 8 ADJUST RIM ELEVATION OF SSCO TO.” o “$88 48°43°E a, ene eee SIRGM DRAIN <p = © Ee ee | CB HANS PROPOSED FINISH GRADE o - CB #7242 EXISTING STROM DRAIN 20 = g = IESE SS)= 14.52 NEW) _ ea, sez si - ; > = PROPOSED SANITARY SEWER Ss <> # fam PROVIDE, BACKFLOW aaa ilies allel we SY fe Vg ty PP 305.00’ ea EXISTING SANITARY SEWER a a FLEX ==k== to 7 O" : _—— = = eee A TIBEFL-ES) ul ve || Fest ae P— a P T EXISTING REMOVE EXISTING CURB. ee ea GAS op a cLEG_up 24 BgX PROPOSED RIDGE LINE (were ne ne nneenenereeeeecneseneee iB f C5 Tou @ ox ee SS ‘a S800 oF P18 © SAWCUT EXISTING PAVEMENT SD a GV | HT |-—SIGNAL eB 0X BURIED TELEPHONE T ae SSMH #17 — sae pe mails g/ tev. wi i Lot _ VALVE BURIED POWER p gl we . * ? ye . a 2 ef Pvp NEW ELEC. SWITCHED od *y, Mote eel x P SE HT222 or | » “cute <i EXISTING GAS LINE 6 ee ' ee ROOF DS. CONNECTED hie eS eee tr IE(W)= 16.93 O 2. S ee ee sé \\ IE=19.5 (NW) sen ORS ok fel ee m Ths mn oD PROPOSED CATCH BASIN (TYPE 1) ] P l= 17.36) 7 =. ssp0) BG an oer cae ; Li | EXISTING SANITARY SEWER CLEANOUT ©) aoe bs 8 Po a Meee ¢ ae TRANSFORMER METER oSCO | PROPOSED SANITARY SEWER CLEANOUT e i — “WES : et : = | a) 5 \O $ oR na b ies fe Fw A T EXISTING WATER LINE W s 2 ee PIPE_CROSSING DETAILS OQ re an ms i > EXISTING PROPOSED WATER LINE W ® @ 8 PYG (Ss) I= 1018 a ; ee a wv WY 7-11 / aT - Cc) EXISTING WATER METER a LZ Ye 6" PVC ($0) lE= 19.0 = eo a oB % 7 Hy H/C H/C | wl (/) PROPOSED WATER METER _@ Oo ss ) @ & pve ($0) ie 19.15 sal at NA a s)] 5 BULEING a LANDSCAPE/PLANTER AREA i— g J \ ae neco zo a vais FF = 23.32 RAMP RAMP eb 2 Li] PROPOSED CONC. WALKS > Z 5 ul Cy — RE=24,05 ” roe : 6 "ggPVE 35) Ny = 7 : ROCKERY WALL . ! [— Lil ao | \) . > lE= 17.10 i ; ae bia LU 9 NEW POWER POLE fom = . Omr ss’ | \) S) flo ies 8 4 . a = <L EXISTING POWER POLE [HS] = : ST Ma: ols 4 rom) ye PS C8 nas yy |] S = a r CD EXISTING TELEPHONE BOX a = g = Cy oy j 7 ca ‘ i a YY oe 38 rs Oo tou ol | ~ === = : : _ = EXISTING TRANS FORMER Is S / gle filed | u So 1 SSS es: Z —— a = poe Ve | ; 6B #17301 4 RIM ELEVATION RE ae eas a | Rs 2 —||| =] | ert = INVERT ELEVATION IE : i = aN ye) v sv % = = = ral : c D Os Lif es 2 gw P wy 4 cS t_| H/C A = ly WATER VALVE x Ww a lid, x2 oo ee Ree hoe sl = ELEC. =| | Zz EXISTING FIRE HYDRANT rH Q ; a -O . Tp) ‘x e= 16.4 Maoh T Bm TN KG fa = ; © ‘ Ay : ' 1 J-BOX i ry - = AS BA ! OD Ox iPS PROPOSED FIRE HYDRANT le] oO 5 & Q (an) RN = bt Fr es BS = Lit SSCO I PVE © IER] op Cl ——s 7 EXISTING SIGN TY em E 23 ae Y RE=24.05 5b r\ L sw po a > oO IE= 18.0 PO cxistinG | He = a) rae -LIGHT J-BOX Q S 3 P H |} Ny , WATER i a 23 7 Q. 6” PVC (SDR35) ii CB #17042 See i tek S| lL /WW aa ™ F | ~~ | UMINAIRE as 23 F @ 2% : RE= 21.49 e: CO em im 32 = © 16 LF @ 2% 3! SEPARATOR fe *3 _ Oo. ? 18.25 (NEW) | , ie — SSMH #14204 : am | WY= 18.01 (NEW) CB #17109 CB #17107 is ta oe | fr} = i" 7} 3 fe -< = 26 S ) af pe a | Chics #17106 [ANS L ‘% / SSH #4209 AY Long N “T~ > a et 8 . a BS VENTS © = / . ¥ ] weg = SSCO og oA ¢ J CB #17108 J )( | OOC® e = / EXCAVATION /FALL QUANTITIES: : 5\Rue ee RE=24.05 aaa : a « = ary 24 Sse et hi ! Al é FOR PERMIT PUROSES ONLY Ld s/e5., BS BF ok NECTED are ap : OO ® a “mB Be30, = | a Sf | PUMP. ISLANDS S 1S i Par 4 | CLEANOUT | 2 5 ee CUT: 1050 YDS (APPROX.) Fs} eo a ad O w/CANOPY ape © | = eres) “i # FILL: 410 YDS (APPROX.) bh = Coe at “Nf | | 7 14 | | CUT @ 90 PCF 3 raf 7s 4 RIDGE LINE CG Ko CB #17104 CB #17105 Z20O0Ce ) FILL @ 125 PCF g Fs OETIEGT, WATER UNE a or ——— [a an 7 i: (56 MIN. COVER.) — "pee oeee i — ) POWER iS Ss g | < I= 1857 i CB #17108 GENERAL NOTES: Sw 3 ste : . , $ AIR/WATER DISPENSER wm S&S s 2 6 6 fs ae S$ - G NY 3 es as SX , oe aN e & EOE Be IN oat W/TEL. BOOTH 1. ALL TYPE 1 CATCH BASINS SHALL BE PER Ot S C3 BY e 16 ¥ ns ae ? a | pe 1.5% 80 LIGHT W/GUARD POSTS CITY OF RENTON STANDARD DETAILS B-01, z9 = oe q) E20 4 - PAGE B-102 ! BAe XY AS 9 pe a Ree 2275 3 de REMOVE EXISTING CURB. - TRAFFIC SIGNAL . $3 2] & 4, eo 1925 Ks e as SAVCUT EXISTING PAVEMENT PN 2. SEE ARCHITECTURAL SITE PLAN FOR g=<8 & 85 SS bY ~ ELEV. WH EXISTNG PAVEMENT POLE HAC UMINAIE CB HORIZONTAL CONTRAL DIMENSIONS, PARKING 54 x 2] = NN \ nin a | LOT LICHT STRIPING, SIGNAGE AND ADDITIONAL SITE geé STE S IX | J a #4207 DEVELOPMENT INFORMATION. “55 o Sj < POWER we ~ ith se a1 0 | ~ 7 [8 5s wed ; c2s VAULT 2 N a0 ; ls > fa 2a w “4 — oo [[ivew_ ° IN SE oh Ae : POWER VAULT ho fo) aR & ht ae sere... weer are NEW meres WIA y SERoCE Te ana E | : | a 5 oo ane P. i” 11/2" TYPE "Kk" COPRER eer t72 _ METER’ 5ROPOSED FIRE HYDRANT \ WTR BACKFLOW DEVICE {BEHIND METER) \ \ P | * EXISTING FIRE HYDRANT sg] — wie _ i E 97.5 LF » > ‘ * feo L * (ct wen a Nes 4s'5o'w 289.5088 IND mfp ‘ reer HT re) = a ) ————— “2 ays rot . ALK | aw & i aeeecameats uated NS i a WATCH FX) LNG r/ | I sion CONC. SIDEW a ee ae —( ( ) P 8 g z£ DWY, ol 2? EN Fl $f DRIVEWAY ’ : : ] A, = —<cone = ame : . saa Py “Ls 7, SAWCUT AND TRENCH PATCH Pe) APY & LEC, J-BOX =. PER CITY STD. rx] NN i on : fe | » ae a, 7 pjSSM #14208 SDMH #142t0 ei sail 0 10 0 2o| By WV LUMINAIRE a wt dow EXIST. 12” D.l. CL52 WATER MAIN x expaeg ae > aka i adres \ f W CONNECT wartlyan : ty a ve Thscer guste © Se ree POTHOLE & FEILD VERIFY DEPTH (ecrerer ye OF 2 BY CITY) DOUBLE YELLOW STRIPE \ iti Zz LOCATION & DIA. OF EXISTING | es _ 6+00 WATER MAIN PRIOR TO CONSTRUCTION 7400 S 88 48°43” F 1684.68’ 8+00 ats | | ~ | CITY OF REN TON a c / "DOUBLE YELLOW STRIPE | | N TES | | x RECOMMENDED DEPT_OF PUBLIC WORKS ox LN NEW GAS LINE STUBOUT oR ELE UTE 9/86 ' { BARRIER FREE FOR APPROVAL ” FOR PROPOSED BLD. PER . et _ WA. NATURAL GAS GUIDELINES & SPECIF. WATER MH C 1 \ ACCESS RAMP - GRADIN G AN D STROM DRAI N AGE PLAN 2 ; Mya, ° NE COR. F F T \ S46 3614" W r: PROPOSED SHOPPING CENTER HENRY ADAMS — = 0 _ SW 43rd STREET AND OAKSDALE AVE. SW @ oy 288 == 16.0 RENTON, WASHINGTON u a \ cE VA \_ CITY OF RENTON ~ eae DATE: FILE NO oo fe DRAWN MON. #59 \ SDMH 415255 CHECKED SCALE .1'=20 FIELD BOOK___PAGE S S \ ceedtmurnn NO. REVISION APPROVED : SHEET) oF ShHP-00-034 ec co [8 8 5 2 UTILITY NOTES . bs seca Ss 3 oe 1. ABANDONED UTILITY LINES LOCATED ON-SITE SHALL BE REMOVED AND PLUGGED WITH #18 812 & F CONCRETE OR WOOD (120 COATED) AT PROPERTY LINES TO CITY REQUIREMENTS. a3 fs) c a ja 2. UTILITY LINES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND y APPROVED BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFILL el OPERATIONS, THE UTILITY LINES SHALL BE RETESTED. | | | | | | | Y /P a A \ foe <j 3 ALL UTILITY LINE EXCAVATION BEDDING, AND BACKFILL MATERIALS, AND COMPACTION as ba eho pe isge yen THE SOILS ENGINEER'S \ CALL B EFOR E YOU D | G: = = ‘ATH AND THE GOVERNING AGENCY REQUIREMENTS. UTILITY LINES INCLUDE STORM DRAIN, WATER, SEWER, IRRIGATION, ELECTRICAL, TELEPHONE, GAS, Q) — — a AND LANDSCAPE IRRIGATION LINES, 1 800 424 9999 > 2 4 ALL ONSITE WATER SERVICE SHALL BE COPPER TUBING CONFORMING TO ASTM 8-88 C \U ! cs = (TYPE “K") ANNEALED. THE TUBING SHALL BE COUPLED USING FLARE TYPE COMPRESSION CX UNLTY CONFLICT NOTE: I FITTINGS CONFORMING TO AWWA C800 (150 PSI WORKING PRESSURE) QW CAUTION: a. 5 SANITARY SEWER PIPE (GRAVITY) SHALL BE PVC (SDR35 WITH FLEXIBLE GASKETED JOINTS S THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, (iw = PIPE JOINT TYPE SHALL BE RESTRAINED GASKET OQ \ t AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT Oe \ j BY POTHOLING THE UTILITES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION = e 6 MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE-HALF OF 1 i \) ! PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 2 THE MANUFACTURER'S RECOMMENDED PERMISSABLE DEFLECTION. H y AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY 1 1 X) oe a CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF 7 MINIMUM SLOPE FOR 6-INCH SIDE SEWER SHALL BE 2 PERCENT. MIN. PIPE COVER 24" H ; A SAID UTILITES AS SHOWN ON THESEPLANS ARE BASED UPON THE UNVERIFEQD PUBLIC = 95'-0" H ‘ } INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE wh ee 8 SEWER SERVICE SHALL INCLUDE DETECTION TAPE 3 0 { * EXISTING FIRE HYDRANT u CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE EXISTING STROM & UTRITY EASMENT (LOACTED WITHIN. 300" - ALL PROBLEMS POIR TO PROCEEDING WITH CONSTRUCTION. i) = z= * FROM THE PROPOSED BLD.) | r— ¢B] #14203 es ‘ a / = ale we CB #14202 Ao : | = | 20' X 50’ ACCESS FH = ¢ | IN |) | ip Wal | % 4 PROVIDE A ROCKERY WALL (HEIGHT VARIES FROM 2° TO 3’) EASEMENT REC. NO. xX CS) aaa a S PER CITY OF RENTON STANDARD SPECIF OR PROVIDE 2(H): 1(V) SLOPE 9810280441 # " Fa | Sh EXISTING CONTOURS 22 ; =. RE= 24.83 NEW POWER & PHONE SERVICE 4 or z Rd < ESE)= "18-78 grpvc (s0R3S) TO PROPOSED BILDING : _— PROPOSED SPOT ELE. vs S e ai ERIST{SSMH TYPE 2-48) ! IE(SW)4 18.75 66 UF @ 30m rd a ao EXISTING SPOT ELE. ° =< “ RE= 24.28 | EXISITNG ! 42" = Be BR w/e ie spur aM gato S600 To a 68 SOE ca 724 — EXISTING STROM DRAIN “ zi IE(SE SS)= 14.52 YNEW) = == == | > PROPOSED SANITARY SEWER 3s o # _ { SSH] | lS] |=] ON > g : iS) x ml DEMICE (HOEFLEX) =I i i y. ad en x oS Ts 305.00’ _ eee . & — EXISTING SANITARY SEWER 2 & : = 6” PVC Ti Te a. i REMOVE EXISTING CURB. ae ~ “ a eas ® LY ELEG_Jp8g% PROPOSED RIDGE LINE «= mretrttnen tenn nnn nnn nnnnnncnane z g “9 ay a Z > a 15 LF @ 5% SoM HDB fo CCAR SLE OTE So . eo e & SAWCUT EXISTING PAVEMENT : oo Pe GV L—sIonaL Ox BURIED TELEPHONE 1 z gb Fes SATE REEL a i. a O : {| ELEV. WH 7 VALVE 4 BURIED POWER p tad “0 o a SS by t os iy . — iyi BLEC. swiToHeD /JP a on ee ay "OE ihe Ri A 5 7222 — aN <l EXISTING GAS LINE 6 & w 8 a ROOF DS. CONNECTED 1 See ee Ef ~ , en 88 5 =e PROPOSED GAS LINE G = § “HE 20.8" WES <eo /ANe le: ; pR35) (> = Ets} 17.00 = EXISTING (CATCH BASIN) | 2B ene Ree 24.05f | Aten = (=I . mn a | PROPOSED CATCH BASIN (TYPE 1) if P \C IE= 17.36] ° ae | ea GAS (Ot \ 4 Li | EXISTING SANITARY SEWER CLEANOUT O ih (~ foo ANA TRANSFORMER =| 2 METER oSCO ‘ PROPOSED SANITARY SEWER CLEANOUT e = oe) (srame oy 5 [=I Zq ae \ 9 ° ie Sakae cae qe [ EXISTING WATER LINE W fa < X PIPE CROSSING DETAILS Yaa kine Ss = IL-l —— 4 SEED STE " pL 6" PvC (SS) IE= 10.19 wa } =| EE LF Y © & pve (30) tea 190 = é 4 1 ee 71 F / - Cc.) EXISTING WATER METER a © Od SE ya 8” PVC (SS) IE=14.61 * iS ~ ei . H/C “H/C = PROPOSED WATER METER *. = 22 io ® & pve (a0) 19:18 ao A S|} S La “_— a /) LANDSCAPE/PLANTER AREA > 2: ; oO | ise Te FF = 25.32 RAMP RAMP © Lil PROPOSED CONC. WALKS ieee Z. Sel SSCO SN ob aa Ki be \) H ae S med 2 < ROOKERY Mall | : Or Ss. S ~— Pi (=l=I J % NEW POWER POLE J fk. EE: Wo ae tS oa a = <L EXISTING POWER POLE > z 5 ; a rs 1 | qa eg) oo pene a = a Cc) EXISTING TELEPHONE BOX = a Z {BE # Ne ~ -li=ll= | ! ; | = me EXISTING TRANS FORMER 5 Ss EN > Te CB #1730 S pa oS q] co a $ 7 it Fill = INVERT ELEVATION IE a H 5° Oo HL a (st Tea H/C | _[ 7 WATER VALVE x ap a 5 ri Ree 216 y ally RAMP | Be > = EXISTING FIRE HYDRANT FH Q . ae “> ” 4.5% IE=/ 18.4 * | es Xx ™ Xi na (a= z E = <= H - a of = fa AN ! ae for) eee PL PROPOSED FIRE HYDRANT se) = | se w O RE=24.05 Psie os | oO ~™! Kf] 7 EXISTING SIGN ah E 39 O IE= 18.0 am p i Nee P EXISTING >| L_ | “_ —) a) ie" “LIGHT J-BOX — 2h ay LJ QO. 6” PVC (SDR35) |[L-=— CB #17042 EIXTING 2” WATER - OIL/WATER io : — aa i] Sz Fs aif i SERVICE TO C-STORE =| pe ™ ie LUMINAIRE ES 7 © 16 LF @ 2% RE= 21.49 Z| SEPARATOR | cD — | im se = er N\ets2)= ei9 °c ; CLEANOUT MN i a, = —_ QQ. G 18.25 (NEW) ] ‘ Ls SSMH_ #14204 a] / sWh= 18.01 (NEW) CB #17109 CB 417107 iS Ww o 7 _ 26 5 ¢ > Se = : ta ane TANK =} | | Ei /— somi #14205 | N > = x : ' 7 ’ ; ey ll Bg * | e Ly VENTS 0) = . ° YT glad o a | ) }( cars )( @ — o00e Ale EXCAVATION/FILL_QUANTITIES: © ui g|z5 — g | ‘ B b a FOR PERMIT PUROSES ONLY -Su ROOF _D.S. CONNECTED 2 ah 3 10 R : OO z C e O : , P [SLANDS | : | ia | — ‘ CLEANOUT pula © | ~ , S CUT: 1050 YDS (APPROX.) ; B O W/CANOPY ae =00@® I CB #14206 FILL: 410 YDS (APPROX.) g KK : / \ = za Me [% | c (a CUT @ 90 PCF “4s 5 3 RIDGE LINE CB #17104 CB #17105 = XD FILL @ 125 PCF m= R j a DEFLECT TER cee. | fe LL OeZENKCRK OTP 283 y ° : % O00e Pa ~ by < WATER LIN f PO — — = «| = (Se MIN, 0 CB#2 TYPE | Ik 26 ae o Cc g RE= 22.6 . (e) R | ; ee 1887 0B #17105 GENERAL NOTES: g|= : Pek EB ae AIR/WATER DISPENSER i a C zo + ty & ts —_ Q = 5’ E : EE ALL FIRE HYDRANTS ( NEW & EXISTING ) Now: W/TEL. BOOTH =] 1. ALL TYPE 1 CATCH BASINS SHALL BE PER wed SHALL CONSIST OF 5” STORZ FITTINGS PER CITY Be HHT ATy.OF RENTON SIARDARU DETAIS B01 Bgl © OF RENTON SIDS & SPECIF. (DEVELOPER/CONTRACTOR Sala ei W/GUARD POSTS SHEE BulDD Q 358 a TO VERIFY IN THE FIELD ALL EXISTING FIRE HYDRANTS) CBHI TYPE | Ny %, Na ste cure, BASE -s ee = Oo = : 4 ° F ; i 2 <| < o ft oa 88 lEN V7 SANCUT EXISTING PAVEMENT TRAFFIC. SINAY _ 2, SEE ARCHITECTURAL SITE PLAN FOR g28 a SAS o “ALS ~~ LEV. ME EXISTING PAVEMENT POLE_W/LUMINAIRE > 3 HORIZONTAL CONTRAL DIMENSIONS, PARKING $3 x g| v 2 aietinall ees ¢ STRIPING, SIGNAGE AND ADDITIONAL SITE gee e| < ° , » #14207 DEVELOPMENT INFORMATION. W135, = IP POWER am : q ae: a ia | CB #15254 MN taba Ae aaa ieiiene — a EXIST. 1 1/2” WATER METER oe % aes al ee fe | NEW oP WIE 2 SERGE 10 LANOSCAEN ar POWER VAULT % -* EB * ce Putw 11/2" TYPE “kK” COPRER TER PROPOSED FIRE HYDR WITH BACKFLOW DEVICE (BEHIND METER) | [FP] de SISTING FRE ENUM p= =) (lore WINS ry C*NBB AB SOW 89.50% ‘ ij 2 —————7 TOM THE PRPOSED BD T(uG) go), FROM THE PROPOSED Rip.) \ Pa P WALK peu: | Qa ; 2 . co G. SIDE ——— 08 & | ea Lc. er uslrway : , \ —___ O Fa ces DW. oe wf DRIVEWAY | OB giz , = = yet ELEC. J<BOX * SAWCUT AND TRENCH PATCH I = 3 ft f SSMH #14209 SDMH #14210 reer 9 10 Q 40} Oc 7 wy LUMINAIRE. " EXIST. 12” D.l. CL52 WATER MAIN Ww | \ x fam lexpaes f- (= Zp0? a a Cla SNORE a : ba i pene Santor POTHOLE & FEILD VERIFY DEPTH : SSMH #1 5S LOCATION & DIA. OF EXISTING 18 Sheth? | DOUBLE YELLOW STRIPE \ ae 8 f CITY OF RENTON = WATER MAIN PRIOR TO CONSTRUCTIO , , ’ 2 OxT A 6+00 | “_ 7400 S 88 48°43" E 1684.68 8+00 sso {I 7 ake } —J + + 4 ie eS, \/ DOUBLE YELLOW STRIPE SINGLE WHITE STRIPE / a x 2 en DEPT OF PUBLIC WORKS NEW GAS LINE STUBOUT ALL BARRIER FREE ~~~ FOR PROPOSED BLD. PER _/ ——— FO AEP RONAL. UTILITY PLAN WA. NATURAL GAS GUIDELINES & SPECIF. WATER MH C OT ACCESS RAMP BY: PROPOSED SHOPPING CENTER NE COR. \ ? ” be HENRY ADAMS SW 4 4R [) STR FE | 5 S46 3614 W BY SW 43rd STREET AND OAKSDALE AVE. SW = ? DLC 443 | oe 18.50 ar RENTON, WASHINGTON nares = Oo \ (ab) t [ \ CITY OF RENTON Ty DATE: FILE NO. ! q / LL soi peee MON. ge PHECKED SCALE 1"=20” FIELD BOOK___PAGE oO x Zz APPROVED sHeet_4 __ or 8 SSMH 14714 HO. REWRION DIREGIOR OF PUBLIC WORKS in Ho c Oz z r - @ r 2 (6 0 S ) Xe X 96 z 6 - E r Z (6 0 G ) eU C " d — 3 1! * 20 6 0 6 VA ‘O W I X H E A I an s ‘a a y WI Q I UW O N 2z z se d 1 J O Pe e l Li a} 5 aS 98 0 6 - 2 2 8 $0 0 0 6 Va PU P S ON S 8 Zh Fu r s e ] , sp e u a z e _ % Si a e u l F u q Fu y j n s u o g | a = | eS BR O W S A NH O LO G Y ON E an o E D , ‘ 4 ‘a d nY \ co m m mo m | 2% , c0 m e e e c e ee e | mm a FO E ) OT T TI T Y 7 LO 2 Fl de SJ O W U S S TW L N G N N O M I A N G ON I G S N O N S SY N L O S L I H O M Y Y) - = = “ a ©O AS ‘S A V TI V A S H V O CN V LA A M I S Pl c y AS OM A N = oo sl g ) el o Li Le x Ww YH I N G ) QN I d d O H S Ga S O d 0 u d MO d Ca a V d a a d ‘A d Gw v a n d d |S S | Ga z G - Oo & mS ] >e s ~ OS e s Li ~ = © = o* si c zM on er e > re } < Hi z aa wm & >) oo OW ia oa WM om AL AL L Zz 7 oS al << O fa n FA vi 2 Of al e | 2] & - © gi o ti o i < wr © ti j IT > ~S oe “~ ’ ~ LI . © z =z LN Qi Ss ui ae BE EE E Zz S wa re f me i) =z 2 — << = iL wm 3 a, = = So oa oO o oO Qo Q 2 3 & 8 a 3 c: 3 a LJ } |} tt po r t tr p p y e y t L _ p e p y r y t _ y r p y y 3 5 . - ' ra s ] ~ r a E ao ' S > wr oO + aH - . ra s } LJ ae & 3, 2 Z 2g 2 OS 5 Fr a n ) =s 2 2 5 fo f im ee Su ” 3 co ug a Ho r di - SZ 2 2 = 6 2 e ¢ pa l l WE H E DO E F =< ~G r So Z Pe ) Ss E h e Eu 5 =x Sa @ a e r u r t Y a s = 22 2 3 3 2 5 6 i ~ NO N n N n A E ZL Ze gu n d WA N S : L es gi t ya s a gS = z r o g ns SA a R B w | || a — ae AI A M N A M a w , $0 ' v z | =3 u 21 ° 6 1 =3 1 09 S S 4 S@ + 2 SL Sz Pa c r oe ) . {4 2 @ 31 / 9 1 ) IN O N I S Md «9 LI Ve z ] =3 4 OF ' 6 L =3 1 OS S $9 0 + Z Sb ~ 4] - S ts & 4 |e = i: , © r ‘ g a f | Lu |! 3 (u z _ @ 41 / 9 1 ) IN D A N I S Ad .9 i - tw S' € 2 | =3 Y ¥9 ° B L =3 1 OO S S i\ Se g H AS ] 59 ) \ i [4 . 2 l s\ g » a iz 2 = i 4 g . WA m4 ax < Ss fi = ; : ae f 4 L r— us a xr o ae ! 1 2 <{ + (% z _ @ 51 / 9 1 ) LN O g N I S DA d _ . 9 ) | = uw LG ' % z | =3 Y 82 ° 9 1 =3 I 00 8 5 \ | GO Z + {1 S yf a) f i) | r 3) Lu | ! 8 LC Ww | as L g O ¥ v ne | £ | im l O | vy (Z z _@ 41 / 9 1 ) in o g n i s dd d 9 1 [N r QU O' € Z ] =3 4 00 ° 4 1 =3 1 J 0 0 S S | i S7 8 + 0 IS } ! Ps ; Pa s s t _ ' io . (x z @ 01 r Se e ] =3 y OS L =3 1 ps i 99 + 0 Sf | | | r } i 4 U + i |! ° lj} i 8 L i |; & 2 ee : : l i & & st ; i o£ be r | i NJ 2 4 & Vi t I ‘ \ i ed i 1 2 if - r \i # . VO U =H NW O RO U I S «9 MI N T VL = + 1 Se 0 + 0 ‘1 S g (I l 34 A L ) SI O H N V A 43 M 3 S “L I N Y S IS K ] , J co r o us } = Qv V Z =3 Y US L =3 1 2 Ac e s Jo j o u } s i u I U p y “F i g Uo W W a W W I Z Bb a : 9 ng p O N C S O N 33 6 ‘g m o u d y | Nd d V | JL V G Ag NO I S I A 3 Y "O N yd a g sy i o m qg n g / b u i p y i n g / B b u i u u d l , pe r r o 20 3 4 9 3 4 9 Wy | 00 / 9 / ¢ | da u ou ou r 4W d O 0 d d YA M S S AY V L I N V S G4 S O d 0 u d = nr v e ?w O O 8 A 1 3 1 3 N Ol N 4 q 03 N 9 1 S 3 0 I 40 AL N D ir o m ee aw k —_ DR A W I N G No . 3 ; 5 ; 6 7 ; 8 9 10 ; 12 13 14 15 16 17 18 a ET SS ST aT OS SOT ST SS a WTS je 0 i a a a eae eee ee ee eT we s aa Ale fle arene ae ttt Nar cx 19565 —— eee in : = pono —— (petits erasers sae nn pg RAILPOR ys S / L— i el ens Cet ee STERNCO LAND CO. 5 eats | > } : vv. | * fo ein eee eee ee | Y) { i r ‘s) 8 ¢ S it <I > 1 | a | | \ i . GEORGE .ONENTZ 9 7 6.08 Ac. Ly y Pr. a tf he 7.£.44 i | Fa x ‘ | I 2 a QO yy ¢ ie 5 a STERNGO LAND CO. Ly Ge 5 ily > _ STERNCO | x< y H w - LAND CO. & I 4 ‘ NORTH | cS CECILA M. ¥ © d 3WN 7 oc CAMPBELL a> : S i ‘ Ne, 13 igs 7 2] 7 MY 0 50 100 200 300 400 Ac, | ra 2 i f& 292 Ae. 5.59 Ac : | /58 BS 85,19 | £66.50 aia ne. a0 A eee zs . hime: og + ae / fm ee SCALE: 1”=100’-0” > re) - S Tee ® ep) ~~ Q a] _ 8 eee r + 1 t M M4 43R & Be (63.0 Gees oe OE SS SO oo ee Oo oe PED omnes oo DANTON NOTE: © | a ill eid tink ei ee 2D a =O i C ALL USES NOT SPECIFICALLY IDENTIFIED q ! ass |PARK i ! a ARE SINGLE FAMILY RESIDENCES. I 3S | NEDO 80. a. O Kili ; ron | | s& 3 | 1E = ) ) 8 a © LO S on on] orm B TI on x aN Sy NGTON2INORTHERN NORPAC! ®| || 2 | - v | | /\ ’ ; | d . > A i > : | ¥ = 4 st Tae: INDUSTRIAL DISTRICT NO. IDIv.2 ° : 5 Og A an : a3 ‘ eM a ' | oe ata fae wr? = ; L\ ae ‘ pe ad | on 12 a nN | MARK| DATE REVISIONS INITIAL. cc. k 3 cae io 6 > T—.3 co | ” sk fh | . ea i a i 9 | Ne alle rr |, (2 NEIGHBORHOOD DETAIL MAP OH | I . Eb 9 36 ah 458 10 —: NEW SHOPPING CENTER ooh | Xe SW 43RD STREET “Z \ RENTON, WA. <= \\ alt TRACT 1D © ono: iD INDEPENDENT DEVELOPMENT COMPANY, L.L.C. 742 First Street S. . Kirkland, WA 98083 , (425) 827-3688 CRE []_, ARCHITECTURE + ENGINEERING + ENVIRONMENTAL SERVICES 1550 140th AVE NE #100, BELLEVUE, WA. 98005 (425) 746-4677 Group INC. ARCHITECT: JOHN W. STROBEL RHL. REVIEW INITIAL | DATE J DATE: PRELIMINARY PLANNING OR: BN HEALTH PERMIT BLDG PERMIT ai | oe RHL # 9030.40 / 3 CONSTRUCTION sola wins Do not use drawing SHP-00-034 | iiese nities” VM 3 5 6 7 8 2 10 12 ‘ 13 14 15 16 17 18 DR A W I N G No . 3 1 i l LU J 12 1 13 | 14 I 18 \ 16 \ 17 \ 18 0 ef, aanig034 175.0) 19562 0002 5 | uVW aoa a> on ron ’ pw oni INaRAO aA | | | | | | . | Oo S | . , 8 | a | z t core | Ne nn ae | ~ Lt rer | STERNGO LAND CO. mm: a a 3 wy? : oo # | | ’ S. W. 4 | S T ie an i | = - Nf \\c cc # fF | + cena Vp me me ET ee eG vv 7 7 “ae Y) - %) “ Ww? aa 1 I "| . ee | | | SS ri | a — A - es ae re iS An pe OT, ID.84 Ac. oe 7 A eee TL Ly I fl ~~ - be § | | > . i | | | : : ‘ 7 ; | GEORGE .OMENTZ i 4? \! ! mt 6.08 Ac. ie s ? if md PT. ~ an ts bY ~ 7.1.44 <q 4 = ! | n = Q | ~ ) \ i ‘ { ~— 4 \ ¢ an a ae STERNGO LAND (0. Wy ¢ . aN 3 STERNC a v- oD | O , NS © 7 QO | 4 NORTH 7 _ LAND CO. ® < ¢) } re) sepa, Ny Q | @ | G CECILA M. ¥ | VN | Es CAMPBELL ! Z iC { GEORGE a NIENT2 , : | 0 50 100 200 300 400 Gr. & / “a tf ae -_ PIs T Ae. lin 24 Ac, Le 2.1 ring fpr. - i 71 42 7 292 Ac. 5.59 Ac | a, |. tel 22819 | | 266,50 "487 r£. 40 +4 i Po Nt be ee He Lk ™\ a SCALE: 1”=100’-0” l & Q , 4 g = Pa . | Ww 43RD * a : RP- T= SP ee ne ea ea tooo Oso cg ORPORATE NOTE: pe ° eee eas PE pease Se ee = ry Seren = a (noua We ALL USES NOT SPECIFICALLY IDENTIFIED O | ~c |pARK ie | 37 CORPORATE ARE SINGLE FAMILY RESIDENCES. ty | BUSINESS | | 80. ie OC) i ) ! rio —— at 5 & S 1 Ue s|] iT 2 ~~ . < | new Syl | ORTHERN NORPAC | *| {2 i <2) \°3 a : ~: ¢ 8 = x 2). iUNDUSTRIAU DISTRICT NO.I Div.2 | a: A ‘Ul ‘ - YY) ‘ ot i | — oi ai —e_, | L z Tel, | ~) | ‘ 2" i | | n 19 S ft | MARK] DATE REVISIONS INTIAL. SEK a. 31 4}) 5/2) 6 87 8 8 | BQ{! : - ‘als 2 f— s ant La) NEIGHBORHOOD DETAIL MAP 1 >) een C55 d < Ci | -* [25am | a 456 10 F LO NEW SHOPPING CENTER te | 5535 5547 X& & SW 43RD STREET ce 1 “ore war OG RENTON, WA. az \\ x TR. D TRACT D st 7? ey? D + J IDC INDEPENDENT DEVELOPMENT COMPANY, L.L.C. 742 First Street S. , Kirkland, WA 98033 , (425) 827-3688 ARCHITECTURE * ENGINEERING * ENVIRONMENTAL SERVICES ry as pci Me sa ei 56 56 cA 3f 1550 140th AVE NE #100, BELLEVUE, WA. 98005 (425) 746-4677 14 Do not use drawing for construction unless initialed 17 Group INC. ARCHITECT: JOHN W. STROBEL nie RHEL. REVIEW [INTIAL | DATE | DATE: PRELIMINARY PLANNING DR. BY: HEALTH PERMIT BLDG PERMIT APPR.: SEIERAL BE RHL # 9030.40 PERMIT REV'S = CONSTRUCTION ae VM 18 SCALE: 1°=40’ LEGEND CATCH BASINS 21. 21. 22. 22. 23. 23. 24. 21. 22. 22. 22. 22. 22. 22. 22. 23. 21. 21. (— POWER VAULT ® SURVEY MONUMENT (AS NOTED) [=H_] YARD LIGHT pet {JUNCTION BOX (AS NOTED) € TELEPHONE MANHOLE : z 4 CONCRETE [_] CATCH BASIN (CB) aa —w———w—— WATER LINE (©) STORM MANHOLE (SDMH) SANITARY SEWER LINE © __ SANITARY SEWER MANHOLE (SSMH) | > === =— STORM DRAINAGE LINE © SANITARY SEWER CLEANOUT (SSCO) | — © G——_ GAS LINE (S] GAS METER G [S] GAS VALVE DX] WATER VALVE (WV) QQ FIRE HYDRANT (FH) FA sCWATER METER SIGN Tt qs —sCTEST PIT SANITARY MANHOLES PT. # RIM ELEV. SIZE/TYPE INVERT PT. # 14204 22. 20 --- N= 3.00 14202 --- S= 3. 10 —-- = 3.10 14203 14205 22. 87 —-- = 2. 82 --- = 2. 87 14206 14208 23. 60 ——— NE= 2.60 —-— SW= 2.60 14207 14209 23. 67 36” CNC = 5.67 36” CNC E= 5.81 14211 14214 23. 99 —-— NE= 2.59 sews SW= 14213 17187 24. 28 6” PVC E=10. 13 6” PVC N=10. 03 15254 STORM MANHOLES PT. # RIM ELEV. SIZE TYPE INVERT 17042 14210 23. 41 48” CMP N=11. 81 (TYPE II) 17103 48” CMP E=11. 81 36” CNC S=12. 21 15255 24.91 36” CNC W=10. 91 (8' MH) 17104 54” CNC E=10. 71 17105 17106 17107 17108 17109 17188 17222 17242 17301 20. RIM ELEV. 35 27 77 42 71 79 64 49 50 53 52 35 33 30 30 83 64 30 76 12” 12” 12” 12” 12” 12” AA R AH A AH ® AH OH AN 6” SIZE/TYPE CNC CMP CNC CNC CNC CMP CNC CNC CNC PVC CNC PVC CMP IRON PVC PVC PVC PVC IRON PVC IRON IRON IRON IRON IRON IRON IRON IRON PVC PVC PVC PVC PVC PVC PVC PVC O . BOUNDARY AND TOPOGRAPHIC SURVEY oe . / / | 3" J o) re 5 ao ae a 9) . GY ie & / Cy e 6 ay Qs gp / ~ oe? oo gee Pog © ae ° f * 2 Pa . ao ye / eo f “ so oy J y, / = — Ye J ” a e rol QO > oo 7 C P qe a Ry “90. » Yy 2 oe #14203 wv ze oe _—_— a ( Sf ° a \@ @ 20’ X 50’ ACCESS Ld CB #14202 y \ 2 “> » \ EASEMENT REC. NO. a 7 7 $ a aa 5» 9810280441 Zz eo r Ss | : $ fs ee a“ x fe - * ee 22 38 S8848'43°E "305,00 > CB #17242 , Soe ye ore 7 acca = : © ° — SSMHJ #17187 ——— eg ELEC. J-BOX ” / - . SIGNAL J—BOX . {/eshinive | ae WY LL yk =} uy / eh | " [ \ - | < ‘ 20 w al EXISTING yo fd (an) PA ay —_ errr _ 5 q fh i Ae x 7-11 rs ale 7p) ff \y? a BUILDING 1 a Lu y s = eS pv . of | wp < ( ” ¢ ~ | 8 <x x . oO t / 8 qh | % _ Oo fs N ef Sul \ i <2 A=.at s Pars o S til hs i " 2 Se nN 3 HPs x oo ° = 2) » \ Sa eS 2° ° ~- Ox fF PBN LIGHT u-Box a ae = SEPARATOR \ gi 1S f i LUMINAIRE a 268 2 _CBo#17107, ide . se #14204 -—- nn ay Te pana / 7 55MH #14205 os —_—_ _—— a= OT ae va S hi erly e+ PUMP. ISLANDS 3 [e a | 3 ‘ 4 ¢ e, W/CANOPY sx, soe | 4 ” at ce cleanout a= ts Ks | By CB #14206 : + Thee yor Hyece #17105 5" | ae .. ; CB #17103 cep POWER VAULT ail | * AIR/WATER DISPENSER Phe Ig © TEL, MH= PAVE Se A LIGHT W/TEL. BOOTH SIGNAL, ye PP Pes = + te = = = W/GUARD POSTS Mi == mS ee TRAFF : IS 9 ass IC SIGNAL Peet Re Tee POLE W/LUMINAIRE \ yp fe SR 0 ae oe : : of |e] Net cB #14207 Mets SE aw ft A ae MCB #15254 f : 5555 : ae * power vaurT \ | // © ly IN, 8289.50 5he" cy aes Rts 2) ra won <a ai | fous oy Yu Cigars na hq) = Z i 5 GR SBWA Hi ant or CONC, SIDEWALK? e® rs — ee a KS ame I A * > atx) Ca 38 | : ? —— oe CB #14211 < 2 ey | en cies \4 So \ i . We a x3 #14209 SDMH #14210 » Se ee < »? aa ee We pall - ms ge DOUBLE yey STRIFE SSMH #14208 i a se DOUBLE ELTON SIRE = : ~ ee ae : : ; I : : oS = : a : : os 2 SINGLE WHITE’ ST - _ a i i ee me e WATER. MH =. BARRIER FREE A A : ACCESS RAMP ee fo 8 1 a SW 43RD STREET S46°36'14"W ee Z 18.50 ese CITY OF RENTON 23.82 SDMH #15255 MON. #593 SSMH #14214 CB #14213 INVERT W=14. 95 E=14. 85 E=14. 87 W=14, 97 W=16. 37 E=16. 17 W=15. 52 E=15. 42 S=15. 61 N=15. 71 N=15. 89 (TYPE 11) SE=19. 49 S=16. 09 S=23. 00 N=17. 49 SE=18. 19 NW=19. 10 E=19. 10 E=19. 83 W=20. 08 W=20. 17 W=18. 53 E=18. 30 E=19. 03 W=19. 08 E=20. 00 W=20. 20 E=20. 75 E=16. 76 N=16. 76 W=16. 93 S=17. 00 E=17. 00 W=17. 45 SE=17. 45 NW=17. 76 = ip) z LJ — Pas tig x = ds sw 43RD ee | \eSiTE < om i 5 = 167 Vicinity Map No Scale LEGAL DESCRIPTION ADJUSTED PARCEL | (TAX PARCEL NO. 362304—9018-09) THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET THEREOF, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43RD STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43RD STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43 BEARS NORTH 88° 48’ 43” WEST 784.19 FEET DISTANT; THENCE NORTH 01° 11’ DRAINAGE DITCH NO. ALSO KNOWN AS ADJUSTED PARCEL “I” OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-°8-027—LLA, AS RECORDED IN VOLUME 124 OF SURVEYS, PAGE 211, RECORDING NO. 9809239001, 5. 1 AND THE TERMINUS OF THIS DESCRIBED LINE. UNDER RECORDS OF KING COUNTY, WASHINGTON. SURVEY NOTES THE BASIS OF BEARING FOR THIS SURVEY IS NAD 1988/1991 AS PUBLISHED BY AND ON FILE WITH THE CITY OF RENTON. THE BASIS OF HORIZONTAL POSITION IS CITY OF RENTON MONUMENT NO. 593, WHICH IS A BRASS CAP WITH AN "X” IN A CAST IRON MONUMENT CASE IN THE CENTER OF S.W. 43RD STREET APPROXIMATELY 35 FEET WEST OF THE CENTER OF OAKESDALE AVENUE S.W. WE LOCATED CITY OF RENTON MONUMENT NO. 1858 BY TRAVERSE AND HELD THE LINE BETWEEN SAID MONUMENTS TO BE NO2°13'36"E. THE VERTICAL DATUM IS NAVD 1988. THE BENCHMARK IS THE CITY OF RENTON MONUMENT NO. 1973, WHICH IS A KING COUNTY STANDARD BRASS DISK STAMPED "KC—F—12 1993” IN THE CONCRETE SIDEWALK ON THE NORTH SIDE OF S.W. 43RD STREET. THE ELEVATION IS 25.61 FEET (7.805 METERS). THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5” ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. K806091—9K, DATED DECEMBER 22, 1999. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY’S REPRESENTATIONS OF THE TITLE’S CONDITIO TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. WAS CONDUCTED ON THE 18TH OF JANUARY, 2000. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. ELOPMENT PLANNING DEV CITY OF RENT MAR 15 2000 Pee SS S S S S S S S S S S S S S S I I LL L hk EVEL AND LYING 17” EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH SS SSS 4 ~ _— wu rz aD ~ LL Or fo) or Te s|) ru uwi S 78a 00g = xr} << cx ac FY =o 612s S ZR, > Fuga 5 arses — = —- O Oo” oo co | fe oO SO {ae = .2 Tla Gog yz ee Ww a oe 3 op) >} O +}ma6g 3) o _| | = | (7) Lu _ < (op) LU = I & Ox OO ao oo ap) — Lu - Zz = ~” — co <x - ZO” == =z O Lu > Lu _I ws Lu ~ | So o§6 Y = . @ 466 56 2 8 4 = Se 5 oe 9 2 a. — a x af rs sx 26 Oi ey Ss ZONA oO Sa 22 Saco fz N ae -2om os i aren Ge my & 2 0 j= onhGgGe s5 —- Mwvowyve on Re) qc i 2 10 N N ls Mm - N je M |e V 12M [3 : p> © - ™ SHP-00-034 (= ) SCALE 1° = 40 OAKESDALE PRELIMINARY PLAT A PRELIMINARY PLAT SUBDIVISION OF PARCEL Il, CITY OF RENTON / fa é ‘ é J { yi é f f F E ; i / i at é ee. AS , ae She, a . acti ‘ net aca, é , Ne 7 Se Sa 2 ; 7 rd a a lt - 4 ra a i ee y SOM “rv © oS fm) m) N Lil 5 | — Py = — ° — me 2G rm og Ss i = i t [TTT eee eee et 2 — — Santen ne amy } i i i n f ae ha od CITY OF RENTON LOT LINE ADJUSTMENT NO, LUA-98-027-LLA BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. KING COUNTY 10’ BSBL XXXX LEGEND 0000 1/2” REBAR W/ PLASTIC CAP MARKED "BCE 28238”, TO BE WASHINGTON aot de EASEMENT REC. NO. i 9810280441 Eo sh e s ¥ - . ~ ef : . es eee & ExIS TING Qi Ly APATOR \, 1 SE PARATOR oO SE W E R . ME T H : oo er on ¢ re n ; : j RO EO Po e Sa LY () NU. Cd Clig RENTON LAND USE ACTION A—XX—XXX—SHPL RENTON LAND RECORD NO. XXX—XX—XXX oe oL EANOU Fy Y. Jas PUMP Wall i eae “a "1 @. i ee oleae ee UCR lle + BLEANOUTS “90 wh a ” -_ Zs 7108 cel #748 rea | 1 ae ae a aay: «ie r “4 18. Q00q bal oi Benn ete. es wont ace sees: Terese evwie | Ch #17103 POWER s Lio ee AIRAWATER DISPENSER, ae : S LiGHTs WATEL, BOOTH S| ‘ Base » : : W/GUARD POSTS oN sie Roe : aR aa < A poe TRAFFIC SIG SN AL wit 5B ; : POLE W/LUMINAIRE S736 fo LOT Uenr | > s By ALAR ne a a OE _ DOUBLE x ELLOW STRIPE q Wy Se ws, tee sp | : SSMH #3 SINGLE WHITE Sige 7 WATER MH ~ SET AS CONSTRUCTION IS COMPLETED ADDRESS DESIGNATOR Y y B Y Z Yj Yj KA N N N N N S iM o* BRD ¢ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES MON. #593 14208 CITY OF RENTON SSMH g1420g ¢ ° 4 2 INDEX DATA ‘ NW 1/4 NE 1/4 SEC. 36, T.23N., R.4E., W.M. DRAWN BY SRF DATE 1/28/00 SCALE: » ; 1 = 40 CHECKED BY: RWG JOB NO.: 6777 PROJECT NO.: SURVEY FOR INDEPENDENT DEVELOPMENT COMPANY, LLC 742 1st STREET SOUTH KIRKLAND, WASHINGTON 98033 \ 6777PP02 J KING COUNTY WASHINGTON > ~ © Sp te p h e n Xr e f s : CS > Sc a l e : 1= 4 0 09 : 0 4 2/ 0 8 / 2 0 0 0 Da t e / T i m e : 02 -D W G 02 EY \ P L A T S \ 6 7 7 7 P P UR V > 7\ S Fi l e . P: \ S D S K P R O J \ 6 7 7