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HomeMy WebLinkAboutLarge FormatAPPROVALS: DING COUNTY RECORDING NO. VOL./PAGE CITY OF RENTON CITY OF RENTON, DEPARTMENT OF ASSESSMENTS Examined and approved this ____ day of ___________—, 20—_—_ Examined and approved this _--_ day of ---------_-.--, 20---- SHORT PLAT # LUG►-98-145 SHPL------------------------------------------------- � GRAPHIC SCALE --------------------------------------- LND-20-0234 Administrator, Planning/ Building/ Public Works Assessor 50 0 25 50 100 CERTIFICATION Deputy Assessor _ KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners Account Number ______________________ ( IN FEET ) in fee simple of the land herein described, do hereby make a short 1 inch = 50 ft. subdivision thereof and declare this map to be the graphic representation of some, and that said short subdivision is made with the free consent° (� and in accordance with the desire of the owners. HONEY CREEK HEIGHTS it SHORT PLAT IN WITNESS WHEREOF we have set our hands. PORTION NW 1/4g SECa 4, T23N, R5E I MON. NOT FD. - - -- �-- - - - S 88'15'30" E - -NORTH LINE GOVT. LOT 4 ROBERT LONDO LES C. ALLEN POSITION CALC. 1304.59 �o PER PLAT OF 0o SANDEE TERRACE ACKNOWLEDGMENTS VOL. 67, PGD IN I STATE OF WASHINGTON ) - S 87'0926" E N 26'00'46" E I SS 98.01 - - _ S 87'29'49" E 32.77 FD. ENCH,SED MON. COUNTY OF KING ) 1 FD. ENCASED MON. - - - - VISITED 1--8-91 VISITED 1-8-91 286.76 I ON THE --__--_DAY OF---------- - - - - - - 20--__ BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF I FD. ENCASED MON. INGRESS, EGRESS AND I d WASHINGTON, PERSONALLY APPEARED_.. ROEER_L�NQ_------------ VISITED 1-8-91 --__ �S), UTILITY EASEMENT RECORDING I F TO ME KNOWN TO BE_PRESIDENT____OF LONDO-TIBERIO CONSTRUCTION � NUMBER 20000621000651 O INC. A WASHINGTON CORPORATION THAT EXECUTED THE FOREGOING i S 87'29'49" E I /y FD. ENCASED MON. I ,� INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE I ��� REVIEW 4.87' i \\%h 8 } VISITED 1-8-91 I o AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES I CITY OF RENTON Y 1 \ `� S WAND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT__-_ WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. .It)L ffi00 - 86 I*15'34 E_ IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY I LEGEND - e ' ' ' Oo I A/` Ss, 195.07 �" Q OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. GV�r cv I �o `F ¢ EXIST. 12' ACCESS ESMT' I w PRINT NAME OF NOTARY _ SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF STATE OF WASHINGTON ) ) SS COUNTY OF KING 1 ON THE ------- DAY OF ----- _---------- 20_--_ BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED_ ------------- TO ME KNOWN TO BEVICE PRESIDENTOF HOMESTREEF BANK (FORMERLY CONTINENTAL SAVINGS BANK) A WASHINGTON CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. PRINT NAME OF NOTARY - SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF ALL LOTS AND TRACTS CREATED BY THIS PLAT ARE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED UNDER KING COUNTY RECORDING NO---------------------- NOTE: NEW PRIVATE EASEMENTS FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1, 2, 3, 4, 5 AND 6 SHALL HAVE AN EQUAL_ AND UNDIVIDED INTEREST IN THE PRIVATE ACCESS AND UTILITY EASEMENTS, AND MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ........................................................................ Mgr. Supt. of Records 'IX,4" 000 5^ RECORDING NO. 5875840, W MON IN CASE ------- -- a \ R>.� 90 _6_278783 AND 6359684 Z 10' WATER EASEMENT i �� q �\�2>>•� �,, 44.72------- PER RECORDING NO. 1--}- Lo,r 1 �� �>800� o^ • SET REBAR W/ CAP LS #11332 20000505002361 I 2624 FERNDALE CT NE ` °9 I I O LU 0 FOUND 1" IRON ROD I NEW PRIVATE 26' SET NAIL IN WASHER INGRESS, EGRESS -` i (1) cc X SET SCRIBE IN CONC & UTILITY EASEMENT N 892 '- W � I N i I 88.50 82.17 � I Co a 11 O U) I L ®•� f� I..l,f 1 I 1 I I I '/ Tl l 1 I ® i SI 2618 FERNDALE CT NE BASIS ®� BEARING w o; o _" LOT 3� o Z W 1 WEST LINE OF THE NORTHWEST QUARTER ® OF SECTION 4, I.E. N 00'31'03" E LO i 2f 12 FERNDALE LO r I� PER PLAT OF SANDEE TERRACE o C' *.E — ° Cy!c r 3n' iK,irnrcc �caEcc 4 z �o AND UTILITY EASEMENT (� o e L1J oo i 45.50 o y' i� N RECORDING NO. 6359684 W O ;- 88.50 d o__ 82.17 1 O _00 T-1 2 ------------ I 70.67 _ 0 100.00 -' z `� —------- lo LEGAL DESCRIPTION i; i — — - - 48.5o J N 89-28'57"1 W i LL, `n THAT PORTION OF GOVERNMENT LOT 4 IN THE NORTHWEST QUARTER OF; -- I SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, -'_ F �� o1L-1-4r. Lf) 0 KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: , o 00 J, IJ0 o LC 4 �' BEGINNING AT A POINT 293.00 FEET NORTH AND 741.42 FEET EAST OF THE w F " L� 1_ O 2606 FERNDALE CT NE �= SOUTHWEST CORNER OF THE NORTH HALF OF THE NORTHWEST QUARTER OF 23�1001 W Of\ / O - I c� z: O � O OI SAID SECTION 4, WHICH POINT IS ON THE EAST BORDER LINE OF' THE EAST I� 00 N 8928':i7" W HALF OF THE WEST 21.27 ACRES OF THE NORTH HALF OF THE NORTHWEST i .al Nv Z 10.00 z QUARTER OF SAID SECTION 4; THENCE WEST 370.71 FEET; THENCE NORTH �i I 70.67 't 100.00 0 o .N I I T. TO THE SOUTH LINE OF COUNTY ROAD; THENCE EASTERLY ALONG THE SOUTH LINE OF THE COUNTY ROAD 10 A POINT DUE NORTH OF THE POINT OF I N89-28'57" `rV _ W I 01 BEGINNING; THENCE SOUTH TO THE POINT OF BEGINNING; I 0.00- 3 EXCEPT THE EAST 200.00 FEET THEREOF. 20' UTILITY EASEMENT 11 11— A EXISTING LOT NEW PRIVATE 26' L HOUSE � --- INGRESS, EGRESS I � i II 2625 NE 27th ST. — - &UTILITY EASEMENT 10' SANITARY EASEMENT o CITY OF RENTON PER RECORDING NO. b �— 0 0 510 20 50 I MO11* N0.1837 200005050_0_236T----- o FD. BRASS DISC SCALE 1" = 50' I W/ VISITED 1-8-91 `N 88'1I 5'36" W 170.711--------- I I � \ S.W. COR. GOVT EXIST. 20' UTILITY ESMT' L 1 / LOT 4 REC. NO. 19991015000364 - — - - - - - - -� I ` /�— -- - — - w?�------ - — - - —- —I_- 1297.31---- `" AQUIFER PROTECTION NOTICE SOUTH LINE GOVT. LOT 4 S 88.14'52" E - - — - - o ;THE CREATED HEREIN FALL �s /� n /� /� — —--- — — — C) o AQUIFER SPROTECTION AREA AND AREHISUBOCT TO THE REQUIREMENTS DECLARATION OF COVENANT �o CO OF THE CITY OF RENTON ORDINANCE #4367 AS AMENDED BY ORDINANCE z r� N0. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. COVEL•!ANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW FND CITY OF RENTON ED WHEN HANDLING OF ANY LIQUID EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE EXTREME CARE SHOULD BE EXERCISED NO.369 MIC BRASS SUBSTANCE OTHER THAN WATER IS PROTECT FROM CONTACT WITH THE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS rWITH PUNCH GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. MARK VISITED 1/8/91 THE CITY'S DRINKING WATER. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in , MARCH,, 20.00.... ............................................ Certificate No. .,,,11332..... SHORT PLAT 1a1011: LONDO— TIBERIO 0 :..� 1113 2 0L EXPIRES 11/30/00 ICIO PLAN REVIEW CITY OF RENTON J U L 192000 RECEIVED W 0 Q O BAIMA & HOLMBERG INC. E N G I N E E R S & S U R V E Y O R S 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (206) 392 - 0250 DWN. BY DATE JOB NO. H.D.O. 1 5/11 /00 1 725-003 CHKD. BY I SCALE WSH 1 "=50' 1�:14:01 1 OF 1 ® i SI 2618 FERNDALE CT NE BASIS ®� BEARING w o; o _" LOT 3� o Z W 1 WEST LINE OF THE NORTHWEST QUARTER ® OF SECTION 4, I.E. N 00'31'03" E LO i 2f 12 FERNDALE LO r I� PER PLAT OF SANDEE TERRACE o C' *.E — ° Cy!c r 3n' iK,irnrcc �caEcc 4 z �o AND UTILITY EASEMENT (� o e L1J oo i 45.50 o y' i� N RECORDING NO. 6359684 W O ;- 88.50 d o__ 82.17 1 O _00 T-1 2 ------------ I 70.67 _ 0 100.00 -' z `� —------- lo LEGAL DESCRIPTION i; i — — - - 48.5o J N 89-28'57"1 W i LL, `n THAT PORTION OF GOVERNMENT LOT 4 IN THE NORTHWEST QUARTER OF; -- I SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, -'_ F �� o1L-1-4r. Lf) 0 KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: , o 00 J, IJ0 o LC 4 �' BEGINNING AT A POINT 293.00 FEET NORTH AND 741.42 FEET EAST OF THE w F " L� 1_ O 2606 FERNDALE CT NE �= SOUTHWEST CORNER OF THE NORTH HALF OF THE NORTHWEST QUARTER OF 23�1001 W Of\ / O - I c� z: O � O OI SAID SECTION 4, WHICH POINT IS ON THE EAST BORDER LINE OF' THE EAST I� 00 N 8928':i7" W HALF OF THE WEST 21.27 ACRES OF THE NORTH HALF OF THE NORTHWEST i .al Nv Z 10.00 z QUARTER OF SAID SECTION 4; THENCE WEST 370.71 FEET; THENCE NORTH �i I 70.67 't 100.00 0 o .N I I T. TO THE SOUTH LINE OF COUNTY ROAD; THENCE EASTERLY ALONG THE SOUTH LINE OF THE COUNTY ROAD 10 A POINT DUE NORTH OF THE POINT OF I N89-28'57" `rV _ W I 01 BEGINNING; THENCE SOUTH TO THE POINT OF BEGINNING; I 0.00- 3 EXCEPT THE EAST 200.00 FEET THEREOF. 20' UTILITY EASEMENT 11 11— A EXISTING LOT NEW PRIVATE 26' L HOUSE � --- INGRESS, EGRESS I � i II 2625 NE 27th ST. — - &UTILITY EASEMENT 10' SANITARY EASEMENT o CITY OF RENTON PER RECORDING NO. b �— 0 0 510 20 50 I MO11* N0.1837 200005050_0_236T----- o FD. BRASS DISC SCALE 1" = 50' I W/ VISITED 1-8-91 `N 88'1I 5'36" W 170.711--------- I I � \ S.W. COR. GOVT EXIST. 20' UTILITY ESMT' L 1 / LOT 4 REC. NO. 19991015000364 - — - - - - - - -� I ` /�— -- - — - w?�------ - — - - —- —I_- 1297.31---- `" AQUIFER PROTECTION NOTICE SOUTH LINE GOVT. LOT 4 S 88.14'52" E - - — - - o ;THE CREATED HEREIN FALL �s /� n /� /� — —--- — — — C) o AQUIFER SPROTECTION AREA AND AREHISUBOCT TO THE REQUIREMENTS DECLARATION OF COVENANT �o CO OF THE CITY OF RENTON ORDINANCE #4367 AS AMENDED BY ORDINANCE z r� N0. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. COVEL•!ANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW FND CITY OF RENTON ED WHEN HANDLING OF ANY LIQUID EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE EXTREME CARE SHOULD BE EXERCISED NO.369 MIC BRASS SUBSTANCE OTHER THAN WATER IS PROTECT FROM CONTACT WITH THE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS rWITH PUNCH GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. MARK VISITED 1/8/91 THE CITY'S DRINKING WATER. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in , MARCH,, 20.00.... ............................................ Certificate No. .,,,11332..... SHORT PLAT 1a1011: LONDO— TIBERIO 0 :..� 1113 2 0L EXPIRES 11/30/00 ICIO PLAN REVIEW CITY OF RENTON J U L 192000 RECEIVED W 0 Q O BAIMA & HOLMBERG INC. E N G I N E E R S & S U R V E Y O R S 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (206) 392 - 0250 DWN. BY DATE JOB NO. H.D.O. 1 5/11 /00 1 725-003 CHKD. BY I SCALE WSH 1 "=50' 1�:14:01 1 OF 1 LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in , MARCH,, 20.00.... ............................................ Certificate No. .,,,11332..... SHORT PLAT 1a1011: LONDO— TIBERIO 0 :..� 1113 2 0L EXPIRES 11/30/00 ICIO PLAN REVIEW CITY OF RENTON J U L 192000 RECEIVED W 0 Q O BAIMA & HOLMBERG INC. E N G I N E E R S & S U R V E Y O R S 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (206) 392 - 0250 DWN. BY DATE JOB NO. H.D.O. 1 5/11 /00 1 725-003 CHKD. BY I SCALE WSH 1 "=50' 1�:14:01 1 OF 1 00 I a w tN u Q F— Lj Z 2 > Q _ F- LtJ ~ Z OZ O :� �a o �3 � � v w °Ll. a IY p V) w < = Z E— a a N — � am a LLJ 11J Z ^w^ (1 r 0- 0 L � O a� N O O J F� O O Ul C O .E Q U W Li a� Lj Q c: C - � O a E , c �I c c N � w a_ Cl- w Q 0 W x -f i fvni iin 3700 0 2040' SCALE: 1 = 20' D. R. S TRO NG Consu/ t/ng Eng/neera Inc. 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 FAX N0. (425) 827-2423 ENGINEERS PLANNERS SURVEYORS n v a z m 0 L:; a a 0o I a. w V) Zi ( F- L1J 0 z Q � L�J LLJ P LIJ Oz 0 CML W >-- U) Q Cz L � J LLJ L LJ Of Z 0- O U p � J a O O Y .E 0 -0 Q W w �d � H 7 J a �� o a =v �E \ E Q'N � N �0 W W Z 52 z 3 U O irts', YY y� (A U < Q b N p w U x � � Q' m J NOW- 0 20' jl0' in C? r o SCALE.` 1 " = 20-9 o° > I �� D. R. STRONG a D v �� ° ,mod Consulting Engineers Inc. c p y 10604 NE 38 th PLACE, 51111E 101 KIRKLAND, WA 98033 (425) 827-3063 1-800--982-1402 e � FAX NO: (425) 827-2423 w o SSIONAL ENGINEERS PLANNERS Z / EiPuzes3/7/6-0- SURVEYORS Minimum Densitv Calculations Gross Land Area (s.f.) 136,278.97 Area within Right -of -Way 22,513 Net Site Area (s.f.) 113,766.0 Net Site Area (acres) 2.61 Minimum Dwelling Units 5 per acre Allowed Maximum Dwelling Units 8 per acre Allowed Minimum Allowed Number 13.1 du/acre- of Dwelling Units Maximum Allowed Number 20.9 du/acre_ of Dwelling Units MONTEREY HEIGHTS A R4*1at of City Of ham flat SHPL4:77 439 According to Lot Lino Ad�ustme►nt LUA-97'r0o3-LLA In the SW 1 /4 of the 9E 1 /4 of Ssotion S, Tw'p. 23H, Rng. 9E, W.M., City Cd Manton, King County, Washington rj IV.G. I`tLlI OIL. w w--w---w—w—w—w—w—w--w—w—W--w wI Z; 50' 30' Q -- T � I � M w—w fdcyR O oN 150' `~ i 79' R=19. ! r-------L=30.8' i 1 LOT 11 j �18"Fir �,VAVii llllilrl?If' .::� i��IrprNl�. 20 _ L_ _ — — 20' 56 r10-------1 i LOT 10 O I I - --- r--------, 0 LOT 9 Lh � I I F-- — — — — — — s6 I I LOT 8 0 20' Wide Sanitary, — Water and Utilities Easement r- — — — — — LOT T I o 20 L -J 20' / I I I ,• z N I 2" Apple �11 c� I N� a 2" tipple 2' Apple 211, I APPe 2" Apple L�oi;10��J LJo�me�lrr1 `� 2" Peach 2" Ikpple 56, 1 2„ Apple a I 12" Apple I T I r\ I N � D^I to Co oil p I rCihw1r, (01"45 R)fhi lfl111z Gilt � nl� Existing Ho se 1 r�. C'� I Ci3-4 Q 0 rM - OHP - OHP Decorative Shrubbery Spruce (55 Plants) -3 TBM- 1 "Wlrvn(g zr G" 0ilcol"q)N Existing House 00 0.4' 2.5' MH-54 O .0 102 I r ` N Building Setback Line I 9 I (TYp) I� I I LOT 1 I x � I I 20' 20' Wide Storm 5bi Fir ginaM Easement — — J 20, I I I �J 21' 21' W ZI Q 0 2 21' 21' 1)44Fir I 8o<il�iriil�t (C) isq In'f11 ri I in Ifi�ii'irinllfe 0' 1 6 ) f�lklnl',trr� P�11!r•�[iI?r;ut�l� — — — — — — — — i o LOT 2 I o — — — — — — — — -- u I r 0 LOT 3 I — — — — _ 36ir • 30;Fir in0i W LOT 4,- a,l 48"Mddronrls riic. of i CA— — — ---J 6 c 77�7 176 ---------� I I li,BflBr;lnr� ts0�l+�1��• .00 LOT 5 I 0 i, lt, 1m(,i w6i Temporary Turnaround 20' -- — — —-i 2v' ° 7 — 153' kennis Court (�70> Existing Shed Decorative Shrubbery (58 Plants) rra st � -1 2th. �SSMH-51 w l W CB- I- -_� N OHP OHP -�U - OHP - I Q CB- fL 4) C 10 12 R - - �"�',ipIlfl:�A VICINITY MAP (Not to scale) LEGAL DESCRIPTION: Lots 1, 2, and 3, City of Renton Lot Line Adjustment No. LUA-97-003, recorded under King County Recording No. 9702129004, being a portion of Lots 1, 2, and 3 of City of Renton Short Plat No. SHPL-077-89, recorded under King County Recording No. 9007279001, records of King County, Washington. 0 40 80 C, 17� SCALE. ! " = 40' TOTAL AREA 136,279 S.F.- 3. 13 Ac- TOTAL No. OF LOTS 11 _ — — ZONING R 8 AREA LOT 1 7,200 S.F. 000 AREA LOT 2 5,565 S. F AREA LOT 3 5,565 S.F. r,a,i1;1� i IP�n S'tsn4'o �rw AREA LOT 4 AREA LOT 5 5,565 S.F 5,565 S.F. AREA LOT 6 70,746 S.F 0 1�� AREA LOT 7 AREA LOT 8 4,948 S.F. 4,948 S.F AREA LOT 9 4,948 S.F o AREA LOT 10 4,948 S.F. a AREA LOT 11 5,855 S.F AREA OF STREET 10,429 S.F.- 7. G5% o r — OHP _ Y Existing House x To G W T a P"Pine P\T to24"Mople 112-Pi ne D.] r } a Cone --_OHP — LEGEND (Ti Found concrete monument with 1 1 /2" brass disk in case. Site Benchmark Found rebar and cap, L.S. 5524 ❑ Storm catch basin Maple ii Pine QMadronno • Fir Luminaire sis Mailbox CDC)C)o Rockery 0 Sanitary cleanout 0 Sanitary Manhole o Telephone Riser Z Electric Junction box f Power\utility pole Fire Hydrant Water valve ® Water meter ® Decorative brick column 2666 Tax parcel number OHP Overhead power lines x Existing fence G — Locator paint (Gas) W Locator paint (Water) T Locator paint (Telephone) P\T Locator paint (Power\teiephone) M 0 O Z m O n H w a 0 X W 00 rn a w u V) 77 Lj _0 z LIJ r Li.1 Q Z LL.I O I— �0 LL_ M O48 L.L L LL Ir ) ZF- J � L/�j LdCL Y r— o W U Llj W V / ry U �o EZ+' En o h� � C: 4 �y n E a ,, E C3'N (D L, W x Z ©W X W < Z� LL N _ La I F- Q r m z 0 01) Li m a l SEC. 5, r 2JNv j R. 5 E., W.M. PREL 11v11NA R Y PLA T OF MON TERE Y HEIGHTS z° IV.E. 14TH STREET AND MONTEREY AVENUE N.E. CITY OF RENTON SCS SOILS MAP DENSITY CAL CULA TONS GROSS LAND AREA 136279 S.F. AREA WITHIN RIGHT-OF-WAY 22372.95 S.F. NET SITE AREA 113906.05 S.F. NET SITE AREA 2.61 ACRES MINIMUM DWELLING UNITS 5 X 2.61 = 13.07 UNITS MAXIMUM DWELLING UNITS 8 X 2.61 = 20,83 UNITS D. R. STRONG Consulting Englneers Inc. 10604 NE 38th PLACE. SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 FAX NQ (425) 827-2423 ENGINEERS PLANNERS SURVEYORS SI TE A DDRESS NE 14TH STREET AND MONTEREY AVE NE RENTON, WASHINGTON UTILITY CONSTRUCTION CONTACTS All Utilities: One —Call — 1-800-424-5555 Water: CITY OF RENTON Sanitary Sewer: CITY OF RENTON Natural Gas: PUGET SOUND ENERGY 3130 SOUTH 38th St. TACOMA, WASHINGTON 98409 1-888-225-5773 Power: PUGET SOUND POWER & LIGHT COMPANY 10608 NE 4TH STREET BELLEVUE, WASHINGTON 98004 1-206-455-5120 CONSTRUCTION SUPERVISOR Telephone: US WEST PO BOX 12480 SEATTLE, WASHINGTON 98111 1-800-573-1311 Cable TV: TCI CABLE NORTH 1140 NORTH 94TH SEATTLE, WASHINGTON 98103 1-206-527-7545 PROJEC T CON TA C TS APPLICANT: GREGORY DEVELOPMENT 9311 SE 361-H STREET, SUITE 208 MERCER ISLAND, WA 98040 GREGORY STEINHAUER ENGINEER/ SURVEYOR: D.R. STRONG CONSULTING ENGINEERS, INC. 10604 NE 38TH PL SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 LUAY R. JOUDEH, P.E. NICK A. YINGER, P.L.S. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL_ UTILITIES NOT SHOWN, SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRE— SENSITIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRE —CONSTRUCTION MEETING MUST BE HELD BETWEEN CITY OF RENTON, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. —Tr TM ` •�, St Klmmul t J61N ME y Im " J7 r rto PAW SSTY Si �a f S TN {T bo 7C iN i :i.,, .'.r•': �t"�p r� MST • .� PL ST A IF ��� 'r •^?Y �, '.Mora .101 TW Hs i `YWE PL 0 51 �. SITE PAN _31 ..c .r MOAT�fy.• p .,j S . raTY run 3 for tour � � ■S n ` �k, 8 � F A6jold .: _. �•..',•i '. O9 mow_ r- no r- . ME GRADING (?UANTI TIES CUT = f 36.84 C.Y. FILL= t 1981.76 C.Y. INDEX OF SHEETS C1 OF 9 COVER C1 A OF 9 SHADOW PLAT MAP C2 OF 9 GENERALIZED UTILITIES PLAN C3 OF 9 STORM DRAINAGE PLAN C4 OF 9 ROAD AND STORM PROFILES C5 OF 9 DETAILS C6 OF 9 GRADING AND PAVING PLAN C7 OF 9 TREE CUTTING AND LAND CLEARING/TESC PLAN C8 OF 9 CITY OF RENTON NOTES C9 OF 9 CITY OF RENTON NOTES SITE TOPO-RAPHIC DATA AND BOUNDARY IS FROM A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS, INC. JULY 25, 1998. VICINI TY MAP co � rn 00 v a fL- LJ z `L ww 2Q - C Z W � I~Y � wjjj z Z L :2 Q :2 0- o0 �LJ- Q � d w Z F zF- W a a � J a wOr LLI LL. CL 0 ci .0 a Op �_ y � O_0 L.J LL 0 0 O 0 CL \ E 0,w c 0 CL 04 T ,r% r `4� L iJ Q 0 r m z 0 Un w ry 0 1 z v I I OD I N0003Q'34"E I N89'55'23"W 20.00' 15.73 I 1 ,, L=19.91' I R=25.00 1 I I I 0 3 to Go L= 20.28' R=25.00 _4 -- -------- --------- 20.00' N89"55' 3"W S0010'34"W 5.73' - A=241.50 f L=17 96' R=Ak00 �T 11 Y T L 0.94' ' RL7.00f/ �d89'S5' 6"W - - - - - - ___ _9.05/ L_l �/' i i r i �i TABLE BEG. CONC. SW OF PAVEMENT DATA PT (D STA: 0+17.77 STA: 2+31.56 OFFSET: 30.00 L OFFSET: 14.00 R Q PC @ PC STA: 0+17.84 STA: 0+44.30 r r.7CCrT. ^„^ ilk Vi i .iL i. ,Lv..3v L ^CCCrT. 1 rill mil 1 .jL 1. v1. CO is OPT, BEG. CURB RAMP @ PCC, BEG. CURB DAMP STA: 0+24.84 STA: 0+28.33 OFFSET: 14.00 L OFFSET: 21.42 R ` EEND CURB RAMP (S END CURB RAMP STA: 0+27.88 STA: 0+25.60 OFFSET: 14.00 L OFFSET: 24.17 R Q PC 15 PT STA: 2+31.03 STA: 0+19.80 OFFSET: 14.00 L OFFSET: 40.19 R V EC 16 END CONC. S.W. 6c VERT. CURB, STA: 2+51.01 BEG. CONC. DRIVEWAY APRON OFFSET: 44.92 L STA: 0+20.26 OFFSET: 100.00 R END PVMNT. STA: 2+70.98 t7 END CONC. DRIVEWAY APRON OFFSET: 44.92 L STA: 0+21.41 OFFSET: 120.00 R' (8)END PVMNT., END RD. CONSTR. STA: 2+71.32 OFFSET: 00.00 R Q END PVMNT STA: 2+71.66 OFFSET: 45.08 R @ PC STA: 2+51.64 OFFSET: 45.08 R D. R. STRUNG Consult/ng Engineers Inc. 10804 NE 38th PLACE, SUITE 101 KIRKLAND. WA 98033 (425) 827-3063 1-800-962-1402 FAX NO: (425) 827-2423 ENGINEERS PLANNERS SURVEYORS v liiiii� 0 20' 40' SCALE.• 1 0 = 20' - I % -46' 20' WIDE CONC. DRIVEWAY APRON PER 1 / KCRS DWG. NO. 3-004, M TCH EXST. l w w w w w % GRADE AT WEST FEND OF PRON �1---�- `------------ ---------I I �- 00 - I I 5 WIDE CONC. S.W. W/VERT.-rt----- f CURD & GUTTER PER KCRS DWG. CH EXIST. NT. (1)T,, 0 17 c)o, I IN � ' 3- 001 & 3-00 I - J'9G - � I DO 1 r I I r0 r0 1 r0 r 0` o O SEE DETAIL "B" °D `O O FOR URV� DATA 1 1 99Z NE1�ll 28' WIDE PVMNT., " i10 1 � I EE DETAIL SHEET � NO 4 RAMP & E�_OKCRS DWG. .. ---- CURB PROV. 6 EXTRUDED A.C. 01 I 4 03 AT SOUTH EDGE PVMNT. 89Z ij t -�-- G 6 8 I � ' OLZ ---" ^� 14 ,rt .ti 1` tin. t1 227.12 12 ; L ` MONTEREY AVE NE w � N � � w � � S•3Q'34"W as o �;, _n -n .l� 3 C 27 � PVMNT WIDTH /P-1 - - ----- - -, - - - - - - - - - ---- -- 42 f.0. W. TEMP. TURNAROUND TO' BE I ✓r_ _ STA 0+ 84 ` -- ,.- ADS:" EXST. SSMH; .00 R"ABAND. UP D�DICATION OF ', �''l'OFFSET, A PUBLIC RIGHY OF WAY �_��_ -- '"� COVER TO MATCH THROUGH LOT 1 _ NEW PVMNT.; ' �' BEG. AD �NSTR f� i MATCH EXST. PVMNT. j r / Ln WIDE CONC, S.W. W ROLLED /r o CURB & qUl TER PER CRS DWG. RELPC. UTIUTY POSE X NO. 37001 & 3-002, PAR CITY r co " SEE DETAIL "A" FOR TEMP.. -- CIO TURNAROUND DATA a� crl iCV , a o /T / j' n I_ (D 01 rn I°o O Cl! /� v n N / �/ I / I / / / X I N C�7 0 0 I � p - J N rn v ( I 0 � f-yl`� I J rn 00 I) N coo (DO 00 fJ 00 0 00 M LL) to I � � or) V) LiJ Z a- uj CD L Ll F— LLJ z F— U z 0 0 C) 0 co U j L LL o o'd F- :� L.Li CL W F- V) 6j Z F- W :2 C-) LLj Ljj LLJ w z L. w 0 71 00 rS [e ms m (D z I 11VII&I — I ExpiRis 3 77-TO-0 0 20' 40' SCA L E.- 1 10 = 20' D. R. S TRO NG Consulting Engineers Inc. 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 FAX NO- (425) 827-2423 ENGINEERS PLANNERS SURVEYORS I.Wo ^%.omLa CT) c) \21y 0) r\) cX) cc 00 111) 4p (D 00 ((j2)) 00 1 fP-98 -411121- 0 10 co C) F— W MZ 0 � =Q z w w z1 z �o ®} 0 F'— d W CL 0' F- V) Q � W a a Z F- Li a JLi W W Cr_z a_ w 4 U Lo O d Lj 0 H 3 a rn g N _U z z r w 0 _N J LJ Q Of LLJ Z rW V L p 0 � O r�, L -u Q U r)w C E L e3 8 o b w Q 0 m z O w D. R. S TRO NG Consulting Englneers Inc. 10604 NE 38th PLACE. SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 FAX NO- (425) 827-2423 0 20' 40' SCALE: in = 20' I`0-98-/4 U O z "f 0NAL ENGINEERS PLANNERS �_�TToo —� SURVEYORS U 0 z Ll L j LL 0 VA,U :-a Li W x 00 C) rn a Lj t2�—W 0 W Li 2 Q ft� W W z I— z z 00 v 1 •S LiJ �- V) zt WW Ith z a LLJ __.J L.L.. O ly— • ,% I (1) o n; V) O E Q U �a- m� c ° E E m \,E C C Q) (J Q) 7wxwxToko-\k\l W a n z 0 w m I FILL AND GRASS SEED-----r,� D. R. STRONG Consult/nq Engineers Inc. 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 FAX N0: (425) 827-2423 ENGINEERS PLANNERS SURVEYORS PVI STA = 1+21 PVI ELEV = 271.56 A.D. = 14.00 K = 7.86 PVI STA = 0+45 PM ELEV = 282.96 A.D. = —13.00 K = 3.08 1 40.00' VC I I1110.00, VC I Lo CD to Co O M N O O N U Ld U (n (n •• m > wadkm m w FIN. GRADE ®C.L. END OF P NT & ROAD IMPR VEM NTS AJ w 0 C STA: 2+7.29 LEV: 270.06 , 1.0 % -- - - — -- — " — -- -- -- --- — "— EXS . G DE Cl 00 ou Sao r,Ci CO � CD .6o r N r- r4 n rri 00 N N N N N N N N N N P5 LEN 30.00' SLOPE 0.0050ft/ft DIA 12in.CMP P6 LEN 4.14' SLOPE 0.0230ft/ft DIA 12in.CMP WETVAUL 0 20' 40' SCALE: 1 IN = 20' u C 2+00 1+00 MONTEREY AVE NE1 =10' VERT. 1'=20' HORIZ. 300 290 270 260 DATUM ELEV <255.00 w Co roi 0+00 M It a a 0 Corn a aa rw aaN o0v-T-Lo 04N - O N N -�NNtr p�r��to �0000(oo d. 'a' s� (l! f`► cV :V {rcotoN .&I-NNNa- N �W •O •� W(n _ -(n W a. co J O to to O Lo 'Lo . N Lo IN to N O co . N . t\ -� Lo to q'- r* to N + N C4 N cc O� N NN M±N Na 0 a INC N W m m w� Ucn� wcn _ cnir LH O U X _0 i — — — -- --- -" — _ ft IA 1 in.0 P P4 LEN 16.2 ' LOP 0.0 75ft ft I P3 SLOP ft 0.0 50ft P7 VEN 13. 2'ul 1 ' 0.00 5ft SLOPE DIA 12in.CMP ro 00 00 a� 6 0 .= Lri r ►� r\ Co 00 N N N N N N 2+00 1 +00 STORM DRAINAGE SYSTEM t =10 VERT. 1'=20' HORIZ. 300 290 ej 270 P1 LEN 122.40' )PE 0.0081 ft/ft DIA 12in.CMP 260 DATUM ELEV ,255.00 0+ 00 EXpIRF4 3/7/00 00 0. g 00 c c = W Z O W j r y=- W 0_ It Z LL, H H ZOZ LL O� r v _ L ,IJj Yi Q = Z F- a W LiJ 0_ Z 11 +% o a� a) a o� o Ln U) *c a O O - E 3Q LLJ o � Q'N �) c c � o F W H Q z 0 V) w 0 z vm 0 2040' SCALE: ) " = 20' D. R. STRONG Consulting Engineers Inc. 10804 NE 38th PLACE. SUITE 101 KIRKLAND. WA 08033 (425) 827-3063 1-800-662-1402 FAX NO: (425) 827-2423 ENGINEERS PLANNERS SURVEYORS Q1 CB#1 (TYPE 1, GRATE) STA 0+19.30, 106.01 R RIM=274.34 IE=269.25 U2 CB#2 (TYPE 2. 4800, LOCKABLE GRATE) STA 0+21.02, 16.38 L RIM=281.17 IE=274.64 (6" PVC E) IE=268.26 (12"W & S) 03 CB#3 (TYPE 1. GRATE) STA 1 +40.00, 15.00 L RIM=271.89 IE=267.56 (12" N & W) 4U CB#4 (TYPE 1. GRATE) STA 2+40.00, 15.00 L RIM=271.89 IE= 267.51 (12" W & S) TABLE OF STRUCTURES Q CB#5 (TYPE 1. GRATE) STA 2+70.341 15.00 L RIM=269.57 IE=266.57 (12" CMP W) © CB#6 (TYPE 1, GRATE) STA 2+70.50, 15.00 R RIM=269.57 IE=266.42 (12" CMP E & NE) 70 CB#7 (TYPE 2, 54"O, GRATE LOCKABLE COVER) STA 2+49.88, 23.50 L RIM=270.54 IE=266.26 (12" CMP SE) IE=266.26 (6" PVC NE) IE=261.50 (36" CMP N) ® CB#8 (TYPE 2, 54"0, GRATE LOCKABLE COVER) STA 1 +51.48. 23.50 L RIM=271.75 IE=269.16 (6" PVC NE) IE=267.46 (6" PVC ESE) IE=266.25 (6" PVC SE) IE=261.50 (36" CMP S & N) P1 122 LF 12"0 CMP S=0.81 % P2 119 LF 12"0 CMP S=0.50% P3 30 LF 1200 CMP S=0.50% P4 117 LF 1200 CMP S=0.87% Iv 00 IV P5 30 LF 12*0 CMP S=0.50% P6 4 LF 12"O CMP S=2.50% P7 13 LF 12"0 CMP S=0.45X VOLUME REQUIRED PROVIDED TANK 3,254 C.F. 3,254 C.F. LOTS TO PROVIDE INDIVIDUAL INFILTRATION SYSTEMS I 0 o coo X . =I L" m 1 -2 1 a VIU �A U A F.' I I M i"i F,, , -j /0//7 AW s0 _ 4! 13 - n f0l l7 j - -- I q 4 I o116 I � Lu , 7� - V W I---- a116 J I I I CPA I I I ` 1430I 9948 o 7I.13 SO �b ,- ; ZONING=R8 a /o 14osZ,;� I g 12 4 I 0 24 5 10�a 25 1os o zI _ �. `� B IA_yl a � I Z L c N . Il I 2 1701 163Z 17 aro.>t7 Q. 624 4 2I F 5 a - - - - - - - - - - -- n W A 16 (� zsz.a U 3 -T---�- Lu Tc 7 Z -----1 -- 14Am- j617a z _ _ Q i i Q 15 X07 4 J (iE�82 SP044-77 o a goZ �' ar O I I cn C / 2 n I� so m t `•, ro 1 IC IDD �77.3O 3 1 LBC j 7a 76. N 7Q f 7�. roil9 N. E. e 16 TH ST. 90 t0230 I 8NBO42 102-3 5- 1 75 96 SO I 104.35 165 I 63 /POOi � I _ ���� 19 511 i o o i `---'P i iD ' q•� 1 1 11 n 1 1 B-- I6Z o� J----I -- --II 13 22 � == _ _; _ (� �)$ - 1 I I 1115�?g /2617 � , -/26 / 7 o 13T3_ -----� I LJ 4, I r — �, 1�ak ' �9 6 � � 213 a I b �y. vL-� 1 1 I 73,5 /to 14 5z3z.3-o-- �------------ -n I �-n - �'m' 8�gr �l O IV 3 1 8 '� /713 N N 1 r---- I! � 8 I I 0 ' Q 10416 0 /01 2 sz (2) a (I) m 6 1 761; 76 ` ME.�13TH PL. 4— to; ; z of v 41 3 N- 1r � I � 02 ' ,szs es ea. � �+n7�� lot ® I a 12301 SF11J495-086 CJ i i s i i b 299 210117 —iJ11 J 1 � I '1L.N���Jy 1 I N \ N a� g •ri 1 t`0L TOlS 136 I 2.08 i 63•a8 I B 88.5 0.42 AcEll 0 \ ^ I I br.[. - 45, 2s T.L. 14A,T6 L h O.bc AC 1 I e 1 � 0.43 Ac.v a_ V T.Z. 105 I k M '� _ �-{- - d `O / 30 T 182- L/H1T£O .4 S 2iLiJ i � CCE S� 4c. ER rL f79 57'1 �AIf 14Q4B 40 9 ACC--900 LjT t.14 •- ' r-I.-I ' I� I UNIT: v � 6 IrA RIIKIYa' I /1L l``V/ �---- SUNSE pN , �\ 7 56 UNITS i i 2 �P,�LAUREL—HEIGHTS U 1 '------- A CONDOMINIUM I A -CO- ND 1 0. --, -fi4 s-4s �e342�--------- -_. _--_ APT. �_9 L 0 200 400 SCALE.- 1. = 200' • :_ 13 - 'r Il ----,-- is I I � � 1 uj 1 1 I t Q �bQ Jo AA!/ 11,17 Z� 12 a/ LL Q 50 I 74d ZONINGmR8 2 os1 I / 14152 / k1�2 1 17 a I 0 24 5 1 0 10 e. 925 ' rZ,_ 24 I Q 7TNrpL. -a z I 2 Tyr 2 I I63Z IL 16 4 h uu � 252.d ---- — —�— — Lu mo L,I I N I M 1C�JY r `` —'C {j� t 7 , ro0 7Z i2�--z o �i' U0213 i �•.90 i7oJ an - r t - N. E. a 16TH ST. S0 7 / 90 10230 B 8 1023 1 75- 1 75 96 so -- -- -1 1 GilI IN ems. >" I 80 �-_-_1__-- -1 9 111 r 17 I 1 I 17 16Z.3'f Z) -=�,�Lu "a � ��- 14 n 0 Jr-� 232-�0---- � --------------JJ-- -.� Q Q U r--- IU `l,7(3 R4�2 7 31 la 8 A ^ LL,61 e` to 2 rs c21 � � i / Q N.E.-"-'t3TH PL. q— �� 570-9 60.N 60F4 66 66 2M N iED 13 o I N 1 Uij 15 1 5(> ; jL 1 63-08 78 i �8AT j 858 NSD '3 �.y�c �_ ..�.s .,rage er:r raa► s�.F.,.� . ��a .�,��� � �'�j •dMf I1614 r Fz f1 42Ac FO. 5 Z-1� [T�[ 7.1 7, L/H!T£O ,�CCEss� r t.179 5'f,00 G /4Q 48 40 Q n A<<E55 r �_�✓ OV TE: _RpU _ _ ' z �� II rr GiN� i180 UNITE t , 5 lip RIIR rYs� 6 I I 7 56 UNITS ti SUNSE r �P,�LAUREL-HEIGHTS 2 1 A CONDOMINIUM i `--__-- - A CONDNO APT. f V, 91�, *- / V q D ClT`! Cj� �Le . I v, <.:.. . Sg 11 EcF-IVF 0 200 400 w MONTEREY HEIGHTS A Replat of City of Renton Short Plat SHPL47749 According to Lot Line Adjustment LUA=97w003-LLA in the SW 1 /4 of the SE 1 /4 of Section S, Twp, 23N, Rng, SE, W.M., City of Renton, King County, Washington w Z 30' I 30' >1 L - OHp o N.E. 14th St. `�� OHp ; en W---W--W—W---W—W--W- —W--W —W_w--w—w--w-SET _ —o � o 150' i to 79' n — — R=I 19. r-------L=30.8' ' 41LOT 11 1R"Fir 20' . L_ — 20 _6 - - - - --- 0 I —LOT 10 o 21' - III) 21'Io -J Lo I I I > LOT 9 Q Q oco nIm,] Ccal[[�h q LOT 8 o _ I1 21' 21' 20' Wide Sanitary, L-- — — — — —� 44Fir Water and Utilities Easement I-------j 1 LOT 7 I o O rn 1IP - 20' L_-- ---1 20' 1, I I T � v a:. 0 D -o E 2" G,pple vONI 3 L- w� �d �3 0 2' tippleAMIh Apple 21, Apple ' 1 2" Apple r�(1c�la_Il��:�iti?�� Cc c�i�l•�,�rrl1 2.' ��PP'I�e 2--E It`Apple ,s� I Apple I N ILI n 0 I 0 v [1 I col o I (p !, , i Arm ---- - n I ria�� G�if1 lm E Y.IStlnq THose CR-4 0 M &J c Decorative Shrubbery Spruce (55 Plants) �tlglnrfr, Existinq House (OQ5 > {0.4' 0 2.5' I1 3icr'll"utt1nwL' 6flMrN;11(1^ o �n 102' In4 0' N -1 Building Setback Line I W I (Typ) LOT 1 i I y 20' __� 20' Wide Storm TFj'`ir� �Drainaae Easement — — J 20' a LOT 2 0 J i LOT 3 Q Cr———— — — — —-� y0}Fir o V LOT 4 o,I 48"M jdron..ri7 cI o °�---- ----� I O ---------I LOT 5 Temporary Turnaround 20' -----------i 20' -3 Y: J /252", W WN.E. 1IthSt. 153 :ed n (766� �",*@r5vna� Fo Ruff N CITY OF REN TON LAND USE ACTION NO. XXX- XX- XXX-- XX LAND RECORD NO. XXX—XX—XXXX VICINITY MAP (Not to scale) LEGAL DESCRIPTION: Lots 1, 2, and 3, City of Renton Lot Line Adjustment No. LUA-97-003, recorded under King County Recording No. 9702129004, being a portion of Lots 1, 2, and 3 of City of Renton Short Plat No. SHPL--077-89, recorded under King County Recording No. 9007279001, records of King County, Washington. LEGEND 176 ® Found concrete monument with � 1 1 /2" brass disk in case. [LBOn®Q) �_0?41t�1a Site Benchmark l`ril(1i:'[ii tt7c+$ll)}r Found rebar and cap, L.S. 5524 r1 Storm rntrh hoain 1kennis Court Maple it Pine 0 Madronna — . Fir Luminaire Mailbox 0 40 80 C:CDCO Rockery SCALE.• 1 or = 40' o Sanitary cleanout NSr;ffl ® Sanitary Manhole TOTAL AREA 136,279 S.F. - _3.13 /�C. TOTAL No. OF LOTS 11 ® Telephone Riser ZONING R 8 Electric Junction box AREA LOT 1 7,200 S.F. t o AREA LOT 2 5, 565 S. F v AREA LOT 3 5,565 S.F. -WPower\utility pole rcn�nst(I L�lP�rn;:r';,. AREA LOT 4 5,565 S.F Fire Hydrant AREA LOT 5 5,565 S.F. AREA LOT 6 70,746 S.F Water valve 1764 AREA LOT 7 4,948 S.F. ® Water meter AREA LOT 8 4,948 S.F AREA LOT 9 4,948 S.F © Decorative brick column AREA LOT 10 4,948 S.F. 2666 Tax AREA LOT 11 5,855 S.F parcel number AREA OF STREET 10,429 S.F.- --OHP OHP-- Overhead power lines Existinq House x x -- Existing fence G G Locator paint (Gas) W Locator paint (Water) W T Locator paint (Telephone) T a R"Fine P\T P\T Locator paint (Power\telephone) Decorative Shruhber\ i '4"M7plr (58 Plants) b IL QL -W - W , I --�-- - -- SMH-51 1 OHF ---- OHPOHP / 00'rw", y� � o + 19586 0 013719 Lev D. R. STRONG ENGINEERS a PLANNERS a SURVEYORS ^I CITY OF SETV; 10604 NE Seth PLACE. 9UITTE 101-= C l='I VE r KIRKLAND, WA 98033 Ph. (425) 827-3063 Fax (425 827-2423 E-MAIL- DRSTRONONiMINK.COM DATE: 8-25-98 1 JOB No. 98-176 VIRES:I DRAWN BY: VJB SHEET 1 OF 1