Loading...
HomeMy WebLinkAboutLUA98-144 Large FormatCITY OF RENTON APPROVALS: CITY OF RENTON, Examined and approved this day of 20 KING COUNTY DEPARTMENT OF ASSESSMEN'rs Examined and approved this __-- day of __ 20 RECORDING N0. VOL./PAGE SHORT PLAT # LUA-98-145 SHPL LND-20-0234 CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners in fee simple of the land herein described, do hereby make a short 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. IN WITNESS WHEREOF we have set our hands. ROBERT LONDO LES C. ALLEN ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) SS COUNTY OF KING ) ON THE ------_DAY OF---------- - - - - - - 20_-__ BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED_. RO3ER_L_L0_NQQ----__--_--- TO ME KNOWN TO BE PRESIDENT --OF LONDO-TIBERIO CONSTRUCTION INC. 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 STATE OF WASHINGTON ) ) SS COUNTY OF KING ) ON THE ------- DAY OF ----- _---------- 20---_ BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED __LE_SQ.__ALLEr1------------- TO ME KNOWN TO BEVICE PRESIDENTOF HOMESTREET 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 Administrator, Planning/ Building/ Public Works Assessor Deputy Assessor Account Number GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. MONEY CREEK HEIGHTS II SNORT PLAT PORTION Nlfll' 1/'4, SEC. 4, T23N, R5E MOH. NOT FD. - - -- Z-- - - - S 88"15'30" E - - NOR714 LINE GOVT. LOT 4 POSITIONCALC. 1304.59----- - ----- PER PLAT OF SANDEE TERRACE AS RECORDED IN VOL. 67, PG.2 I I _ S 87'09'26" E - -N 26°00'46" E 98.01 - - - _ S 87-29'49" E 32.77 FD. ENC/,,SED MON. FD. ENCASED MON. 286.76 - VISITED 1--8-91 IVISITED 1-8-91 L - I FU. ENCASED MON. �\,E INGRESS, EGRESS AND I rr I VISITED 1-8-91---------- /�'� �S), UTILITY EASEMENT RECORDING I I- • NUMBER 20000621000651 • ��rs��9 S 87'29'49" E FD. ENCASED MON. ,� � 98 �!y PLAN REVIEW 4.87' I\ i % VISITED 1-8-91 I o CITY OF RENTON J U L 182000 SFs. S 86.15 I LEGEND �X 195.07 -- Q ECEI Y�/ ED N J �o PO EXIST. 12' ACCESS ESMT' I w X <\.�70 0 5" RECORDING NO. 5875840, W MON IN CASE ------- i `� a� 6278783 AND 6359684 ® 10' WATER EASEMENT �r 1� R.> >>: 44 72 Z I PER RECORDING NO. li---f- LO•r 1 ���`�8°000" • SET REBAR W/ CAP LS #11332 20000505002361 2624 FERNDALE CT NEUJ ` a9 i I o Q FOUND 1" IRON ROD NEW PRIVATE 26' Q ® SET NAIL IN WASHER INGRESS, EGRESS -' N 8972,'57" W X SET SCRIBE IN CONC & UTILITY EASEMENT _11 'N 88.50 82.17 ® + BASIS OF BEARING i 2618 FERPJUALE CT NE o Z W 1 L1J WEST LINE OF THE NORTHWEST QUARTER ; ; , -; ;; 00 L O,T 3 00 O ! OF SECTION 4, I.E. N 00'31'03" E j 2E 12 FERNDALEI N� PER PLAT OF SANDEE TERRACE n C' NE °' C-y!cTr fin' ir,Jrnrc` rr�Fcc (o —y, AND UTILITY EASEMENT oLid o 45.50 RECORDING NO. 6359684 W C5 -Z I 88.50 �o-_ 82.171 O z LEGAL DESCRIPTION «;--------- �� 70.67 — - 0 10000 _N----------> = tLf �o 48.50 N 89'28'57"1IN I __ THAT PORTION OF GOVERNMENT LOT 4 IN THE NORTHWEST QUARTER OF�L I L�� J �`' co IL ;-- I SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, _ �� o,-4 Q o of KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: ., o -joo �_ o 1 LOT 4 v � � BEGINNING AT A POINT 293.00 FEET NORTH AND 741.42 FEET EAST OF THE „; ��r--�- t\ 1_ o f'- � �� 2606 FERNUALE CT NE SOUTHWEST CORNER OF TIME NORTH HALF OF THE NORTHWEST QUARTER OF 2.3ji00J� or` / o o - = O o N 89 28'157" W I O I SAID SECTION 4, WHICH POIN T IS ON THE EAST BORDER LINE OF THE EAST II Nv Z �Q 10.00 �� rn -' o HALF OF THE WEST 21.27 ACRES OF THE NORTH HALF OF THE NORTHWEST ...1 Z I QUARTER OF SAID SECTION 4; THENCE WEST 370.71 FEET; THENCE NORTH I 70 67 ro 100.00 0 001 TO THE SOUTH LINE OF COUNTY ROAD; THENCE EASTERLY ALONG THE SOUTH ------------ -- ',Y 0 I! ti LINE OF THE COUNTY ROAD TO A POINT DUE NORTH OF THE POINT OF I N 89'28'57" __ w I BEGINNING; THENCE SOUTH 10 THE POINT OF BEGINNING; 1' �� 0.00- EXCEPT THE EAST 200.00 FEET THEREOF. 20' UTILITY EASEMENT - I \ II I c LOTV EXISTING NEW PRIVATE 26' L HOUSE - INGRESS, EGRESS L6 i 2625 NE 27th ST. - &UTILITY EASEMENT I 10' SANITARY EASEMENT Co I I o CITY OF RENTON PER RECORDING NO. yp o 0 5 1I 20 50 I MON, N0.1837 200005050-0-236T`--- O i °. FD. BRASS DISC SCALE 1" = 50' VISITED 1-8-91 N 88'15'36 W 170.711--------- I 1 � S.W.COR. GOVT EXIST. 20' UTILITY ESMT' LOT 4 REC. NO.19991015000364 t� ., lil r_ •' r♦ t _ t_ it.` ri r_ i i � �y .G J I U, - -� - - - - - - - - - - - - - - - AQUIFER PROTECTION NOTICE SOUTH LINE GOVT. LOT - - 129 7_31- - -- 4 S 88'14'52" E - - — - - olio `° THE ORSCREATED HEREIN FALL WI NE 2 OF E DECLARATION OF COVENANT AQUIFER REQUIREMENTS PROTEC11ON AREA AND AREHISUBJOECT TO THE o n rn OF THE CITY OF RENTON ORDINANCE #4367 AS AMENDED BY ORDINANCE Z rn_ I N0. 4740. THIS CITY'S SOLE SOURCE OF Df21NKING WATER IS SUPPLED 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 EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID NO.369 MIC BRASS IS EASEr/,ENTS SHOWN ON THIS SHORT PLAT 10 ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS r SUBSTANCE OTHER THAN WATER PROTECT FROM CONTACT WITH THE WITH PUNCH GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT MARK VISITED 1/8/91 COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. 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. ....1 t 332..... SHORT PLAT FOR LONDO— TIBERIO jvasr�r�l� x � 113`d2 .. OVAL EXPIRES 11/30/00 IW I� PLAN REVIEW CITY OF RENTON J U L 192000 RECEIVED 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' SHEET t F-w �z _> Q Pw zF- '- 0z O V-A LL- oCki ° w o u' w w CL W (!) Q � U a C W IL �J d LLJ tr z 0- r I— n 0 V) L UU) Ul (L a V E--4 Q U _ W LjJ �W = N n a Co E Q'N C yI cc: pi r = J� Zi N III u � 52 3 U w W Q I z 0 L W ry 1 W z 7/"f'/71 [nPIM 3 7 00 �� I ----I 0 20' 40' SCALE. 1 " = 20' D. R. STRONG Consulting Engineers Inc. 10604 NE 38th PLACE SUITE 101 KIRKLAND. WA 98033 (425) 827-3063 1-800-962-1402 FAX ND: (425) 827-2423 ENGINEERS PLANNERS SURVEYORS 0 Z M 0 w a a W W aQ CIDCID (7) a W W r oo 1 dis-- AU = W CD Z W W S Q LIJ Z -, O O F--- M O ad� � � O I / 246' i i I ' r 1 1 i LLJ jsm ,�. F RE PO OWOF--R/W- PROPOSED PORTION OF, R/W f w vJ- m ,. J / s / - ------------------- - / / I /0 ---------- ---- -----��--�� fJ mE _ / 1 Ir t� o'r o li CD —i \/ 7- r \ r \ r r0."/ 1 U i /' ` It C 1 f / --- / -9 _ 64 Decorative Shrubbery (125 Plants) 0 H P (-)HP I --- I', / $ -j — 7-1 x IJco 00 X. '1 I a o I 1 00 I I bcon) /I o �� I p 1\) r, Oo ('F-�nj Qecefafive Shrubbery I (150 Plants) -------------------------------=-- -- �.) —� ---------------------- / I I o o I I o 0 --- ---- -- N CliNJ Q CD 266 —07 V) 268 Q 17 I �1 O (-0 1 r J 00 I — (v u, 00 00 (7) 00 w 0) Q J �� 00 N I\J w O X I O �I m 0 20'10" 0 SCALE: 10 = 20" � w .0 ° 0 D. R. STRONG � ft. vlkor Consulting Engineers Inc. o y 10604 NE 38th PLACE, SUITE 101 U KIRKLAN,D, WA 88033 csj (425) 827-3063 1-800-962-1402 182 ' FAX NO: (425) 827-2423 Lj SSIONAL ENGINEERS PLANNERS z /raiPlxes 3/7/00 SURVEYORS p_9K-144 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/acriz. of Dwelling Units MONTEREY HEIGHTS A R�plat of Clt� of Mnion slwrt'1ot sH'L.-07T439 According to Lot Lino Adjustenont LUAw9Y403•LLA In !hw SW 1 /4 of 1M sE i /4 of Section S, Twp. 23N, Rng. SE, W.M., City of Asnton, Klng County, Washington rj IV.G. I`tLlI JL. w w--w---www—w—w—w----w—w—W--w wI z; 30' 30' Q M VHP vet ent w—w �dcyR O 150' `~ i 79' R=19. 1 r - — — — — — — L-30.8' i LOT 11 j •18"Fir I g �,V�YiiNll7hlri?li' `' II��I�@rHi! 20' . L _ _ _1 20' I I L II LOT 701 20 L --JJ 20' / I I r� I 2" Apple o � c� I N� 0 2" tipple 2' Apple Apple 00 2" Apple (c�o;�r�7�� Lo �Jmr�1rFJ �e 2" Peach 2" Ikpple � 50 I� 2" Apple Existing Hose C13-4 0 �- M I 0 I o I i2" Apple (AC I T I � I CV � D^I LIo 00l o _ I I;nm�cat 1?4sro> i rWnp n1 i7f�r,�fi�n iJirr�IT;i{tf%,rr,}a N\!',•e+,,, a c O 0 - OHP - OHP Decorative Shrubbery Spruce (55 Plants) -3 TBM- I H-54 it J 21' 21' W zl Q � I 0 2 21' 21' 1)44Fir I Existing I House 0��) ti x0, 4' i 1% 2.5' I I 80 ��n1e•B�>�tN1ri�!� I,�Inrc;lrlr� II�� I Ci �� lnfii' i; l ire lhr;:�(k;n!1�F Io 102 I �4 0 Building Setback Line?,, 9' I (Tyv) I �� LOT 1 I x � I I 20'�, 20' Wide Storm 36iFir (u nl',:� m!• hrual� groin M Easement — — J 20' I :II*Eiifi,Rnn ate, �, Tir- - — — — — — — — o LOT 2 I o --— — — — — — -- I � o LOT 3 I Jiro 30�Fir •� in0I o W LOT 4 u7 .8 &1 48"MJdronr,*V 01 CA 0 ---J c 76 176 I LOT 5 Temporary Turnaround 20' Ll———--- -- — —-J zu 15 3' Existing Shed Decorative Shrubbery (58 Plants) rrs it w WNN-1th�i. W oSMH-51 1 W cB- I1 Z _. OHP OHP U - OHP - Q CB- r` 4) C 10 12 c Il,fl(If)t;1Ril t3i0HNdl;n�• enn;ssCourt (T -7-5) CITY OF REN TON LAND USE ACTION NO. XXX- XX- XXX- XX LAND RECORD NO. XXX-XX—XXXX VICINITY MAP P 1 1 14.a (Not to scale)-IVE LEGAL DESCRIPTION: Lots 1, 2, and 3, City of Renton Lot Line Ad)ustment 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. a c O 0 - OHP - OHP Decorative Shrubbery Spruce (55 Plants) -3 TBM- I H-54 it J 21' 21' W zl Q � I 0 2 21' 21' 1)44Fir I Existing I House 0��) ti x0, 4' i 1% 2.5' I I 80 ��n1e•B�>�tN1ri�!� I,�Inrc;lrlr� II�� I Ci �� lnfii' i; l ire lhr;:�(k;n!1�F Io 102 I �4 0 Building Setback Line?,, 9' I (Tyv) I �� LOT 1 I x � I I 20'�, 20' Wide Storm 36iFir (u nl',:� m!• hrual� groin M Easement — — J 20' I :II*Eiifi,Rnn ate, �, Tir- - — — — — — — — o LOT 2 I o --— — — — — — -- I � o LOT 3 I Jiro 30�Fir •� in0I o W LOT 4 u7 .8 &1 48"MJdronr,*V 01 CA 0 ---J c 76 176 I LOT 5 Temporary Turnaround 20' Ll———--- -- — —-J zu 15 3' Existing Shed Decorative Shrubbery (58 Plants) rrs it w WNN-1th�i. W oSMH-51 1 W cB- I1 Z _. OHP OHP U - OHP - Q CB- r` 4) C 10 12 c Il,fl(If)t;1Ril t3i0HNdl;n�• enn;ssCourt (T -7-5) CITY OF REN TON LAND USE ACTION NO. XXX- XX- XXX- XX LAND RECORD NO. XXX-XX—XXXX VICINITY MAP P 1 1 14.a (Not to scale)-IVE LEGAL DESCRIPTION: Lots 1, 2, and 3, City of Renton Lot Line Ad)ustment 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 1761 SCALE. ! " aw 40" I�ils�ll. r,� SYtiYi,a.l'fl�p, 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. ��1`3J(ir iR,�prssro�ru AREA LOT 4 AREA LOT 5 5,565 S.F 5,565 S.F. ;�Ik,iw7rm I'ra p:.a w AREA LOT 6 70,746 S.F 1�7 AREA LOT 7 4,948 S.F. AREA LOT 8 4,948 S.F AREA LOT 9 4,948 S.F AREA LOT 10 4,948 S.F. AREA LOT 11 5,855 S.F AREA OF STREET 10,429 S.F.- 7. <;5% r OHP _ ly u Existing House x W I r T r 8"Pine P\T 24"Maple 12"Pine a r 3 OHP — --_OHP PP-`tk-lv4 �G ct a w o w � '9/�f�IL LAW LEGEND ® Found concrete monument with 1 1 /2" brass disk in case. Site Benchmark Found rebar and cap, L.S. 5524 ❑ Storm catch basin Maple Pine Madronna • Fir >� Luminaire Mailbox CD[DC�)C Rockery 0 Sanitary cleanout 0 Sanitary Manhole sf Telephone Riser Z Electric Junction box -W 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\telephone) D. R. STRONG Conav/Nhg EhgAP7~V Inc. ENOINEE M • PLANNERS • SURVEYORS fiffsi 10904 ME Ath KAOL VJrM 101 KWSQ.ANO, WA N033 Ph. (425) 827-3063 Fm (4215 827-2423 E—MAIL: .COM DATE: 8-25-98 I JOB No, 98-176 DRAWN BY: VJB ISHEET 1 OF 1 J Z m O rn � rn I a I� o LLI � � 00 8 l ' v- ) O: 2 W� _ Z W r W Q IE W F- I— W LLJ 5 ZF— z �0 LIL O48 Qf Q � CZ = Lv LEI Z LLJ LLJ C / Ld U o Q�. J a O C ) •E— O �< Q � C Q n � � O C Q) j mE [- E C: N C '� _� ry a- C� L, W Of X S A z 3 z 0_W to W U 2o< < Z �N 11111m. L� I Q m z 0 Lw m 0 z SCS SOILS MAP DENSITY CAL CULA TIONS SEC. 5, T 23N*.v R. 5 E., W.M. )PREL R Y �'%�IA41NAT OF MON TERE Y HEIGH TS 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 (acpipm 3 77_700 --- D. R. STRONG Consulting Englneers 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 CITY of RENTON 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 SI TE PLA N SCALE: 1 " = 100' 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. k i n Irr-ell 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. �V-kt T . ST n.nwfr 160 ' a SS>r S TM LT IF st ST PL ST 6x[nar role jj � - .. �• , �S' - .s• ' .A�,•aa,, I r::�`�` .�. IL -it i( - 27TH Si •S? ' t 1 TW a w0 n i 1� of ST • r 'r �. t W E N 9r E ST p ' HE Cv �. SITE .AK ._�. d L F Y ' rw MOAT �:if• R S tv n IMP Is � •2k. 8 Tw it lol- �lfX1rG' •t`:./�. .� frt 9TH to y it GRADING QUANTI 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 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. SITE TOPOGRAPHIC DATA AND BOUNDARY IS FROM A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS, INC. JULY 25, 1998. VICINITY MAP co � 00 rn U //) J m Z _ j a- W c = Q Z i zUJ uj zz z 00 Q oc;d Q J Ld V F- Z_ rV 0 z N F_- � r a J Li W Z � a� N O a O O O E �r< Q U W � W �a r) C �.,, 0 L a E , a� �p �Y f- Q 0 N w X W Q 0 r z 0 cn W 0 z v I I o0 I N00'3V34"E I N89'55'23"W - 20.00' i 15.73' I t' L=19.91' I R=25.00 I I I I o 00 z 77 L=20.28' R=25.00 2q.00' N89'55' 3"W S00-�0'34"W 5.73' s R=24�56 L=17,96' R= 2$.00 ^ L /10.94� R=7.00/ N89-55-26"W I � ------ ---- 9_05�__ _l / 0 TABLE BEG. CONC. SW OF PAVEMENT DATA PT tt 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+44.30 111-CCC'T. ^,� ��� VI 1 .dL 1. .Lv.."3v 1- ^CCCrT. -I.A A ,� Lit 1 ..iL 1. i 1. CO is OPT, BEG. CURB RAMP t3 PCC, BEG. CURB DAMP STA: 0+24.84 STA: 0+28.33 OFFSET: 14.00 L OFFSET: 21.42 R O END CURB RAMP @ END CURB RAMP STA: 0+27.88 STA: 0+25.60 OFFSET: 14.00 L OFFSET: 24.17 R 0 PC @ PT STA: 2+31.03 STA: 0+19.80 OFFSET: 14.00 L OFFSET: 40.19 R EC 18 END CONC. S.W. & VERT. CURB, STA: 2+51.01 BEG. CONC. DRIVEWAY APRON OFFSET: 44.92 L STA: 0+20.26 OFFSET: 100.00 R 7D END PVMNT. STA: 2+70.98 17 END CONC. DRIVEWAY APRON OFFSET: 44.92 L STA: 0+21.41 OFFSET: 120.00 R' O END PVMNT., END RD. CONSTR. STA: 2+71.32 OFFSET: 00.00 R Q END PVMNT STA: 2+71.66 OFFSET: 45.08 R �0 PC STA: 2+51.64 OFFSET: 45.08 R 6IRE9 3/7; 00 D. R. STRONG Consulting Engineers Inc. 10804 NE 38th PUCE, SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 FAX NO: (425) 827-2423 ENGINEERS PLANNERS SURVEYORS I -M�-, mm� 0 20' 40' SCALE.- 1 " = 20' wm. MA �°-s--- W= - ----W W --- - - - - - W - � Z L JI O � I 66 PROV. 6" EXTRUDED A.C. CURB AT SOUTH EDGE PVMNT. ... 26 (.J_- 70 1 PA 42' R.O.W. TEMP. TURNAROUND TO BE ABAND. UP6� aDICATNON OF A PUBLIC RIGHY OF WAY THROUGH LOT 11 � m x cn CL I I` n �.1 0 } cn �J .7GG NG I mm- M r VrN I GMr'. "= TURNAROUND DATA 0123 J I / rn / Qj N g, N O v Co .� Oo C-7) I v Co 00 o) � ri co 0 00 0 1 l j / 5- i CO 05 as .. . Lu (A 00 0 Z ZuJ C.� I c• Z J ,_, � z O 1 v V L�: O c;d 7 CD �V) z �s a= U a Z d- N M U OD L a W W LLJ I p a� z LV �. n F— ;�r✓i 0 a a 0 0 71 L +� 0 Q � 4 C n 4 u)'� C) O of Q I� 00 ~� 0-4 W �° c L mE c: C_ �I C c)) C d a D �N 0zz NZw p O 2 f 111111M x LE W Q G Z 0 w 0- 0 Expisrs 3 7 00 0 20' 40' SCALE.• 1 " = 20' D. R. S TRO NG Consult/ng Englneers 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 I.V%J PIVRGJ / 00 O r� i i N 0 I C') N I J ) 000 r0 N N cr Co 00 <T. iV 'p F- W 0 Z W > =Q cr LLJ LJ �- z z p LL d W CL Q-1 Q = W a a z �— L a Jw W W cr_ Z Cl- ^ci Li O H U a rn g N z z r Lw 0 _N J LLJ Q L1J Z W CD O rT � U) O E r�' �..y L Q CJ L.J C E � L m L C: C Cj U e; 8� o w F- Q 0 z O Cn W 0 z R. o D. R. S TRQ NG � x of as � , t Consulting Englnaers Inc. 10604 NE 38th PLACE. SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 216 FAX N0: (425) 827-2423 10NA1, ENGINEERS PLANNERS EXPIRES 3TT o � SURVEYORS 0 20' 40' SCALE: 1 " = 20' �P=18-14 u U W a Cr W Lj W X 00 Lj r PVI STA = 1+21 PVI ELEV = 271.56 A.D. = 14.00 K = 7.86 w LJ Z W j LLJ 2 Q W Z I— oz 46 Ln LLJ L.� O ly- O o a) o o� r_ C i O O y cc G Q w W �r r l rU CY' c �E 30 a_ Q W a 0 z 0 Li Cr 0 z FILL AND GRASS SEED - -� D. R. STRONG Consulting 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 PM 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 (o O M N O O N U U V) I (n " m W m .- w FIN. GRACE ®C.L. END OF P NT & R AD IMPR VEM NTS W 5.p0 C STA: 2+7 .29 LEV: 270.06 1.0 % l - _ -- —" -- -- -- — --- — -- EXS . GRADE C.L O�o �o o oLn Lo �� Lo CO h CO 06 N r- � ^ t\ ri 00 N N N N N N N N N N a C u C P5 LEN 30.00' SLOPE 0.0050ft/ft DIA 12in.CMP P6 LEN 4.14' SLOPE 0.0230ft/ft DIA 12in.CMP WETVAULT--J/ 0 20' 40' SCALE: 1 " = 20' 2+00 1+00 MONTEREY AVE NE, •—,o' VERT. 1"=20' HORIZ. 300 290 :N] 270 260 DATUM ELEV 255. 00 to Co 000 N 0+00 to It a�� un(o x ally V-r-N r-ONNN Lo a. a- 0�� Lo .Of N N �t O r- r- • 00 00 co - t't4 —tot � N�(0'0C9 I��cOtDN ��+04 ONN VLL N LJ wZ) .� U�— it •(n M to -j cD (D Co CD O L Lo , N r- coN OWN 0� .N ,t` -Coo d to 0 (D r Cj � Co SA D CN IN M♦ N N a 0 C4 a. N W (n m L�J O U (n w V) C (n Wr O - - - - - - -- - - f IA 1 in.0 P P4 LEN 16.2 'LOP 0.07ft ft I P3 SLOP ft 0.0 50ft P7 \LEN 13. 2' I ' 0.00j.5ftA_ S OPE DIA 12in.CMP r� oo oo a� ►o r r r � oo 00 N N N N N N 2+00 1 +00 STORM DRAINAGE SYSTEM t =10 VERT. 1"=20' HORIZ. 300 290 Ir�:18j, 270 P1 LEN 122.40' )PE 0.0081 ft/ft DIA 12in.CMP 260 DATUM ELEV ,255.00 0+ 00 IqLl p 0-.-- ). EXpIRF4 3Too 00 1 a 00 F- W = Z C� W LJ = Q 0_ W x � W ? Oz �., O O'd UA L U H Q = a Z � N � r W J a W Ld of Z IZ L- CL N U) a O 0 E 3Q Z Dw � Cr C JO a - ) , CC C'N C_ cc:Q' C 0 a. 0 m i^9 � Q S� V LLJ Q z 0 V) w w o z CI 0 20' 40' SCALE: ) of = 20' f/fl/,v KKPHW moo -1 D. R. STRONG Consulting 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 Q CB#1 (TYPE 1, GRATE) STA 0+19.30, 106.01 R RIM=274.34 IE=269.25 02 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) 40 CB#4 (TYPE 1, GRATE) STA 2+40.00, 15.00 L RIM=271.89 IE= 267.51 (12" W & S) Q5 CB#5 (TYPE 1, GRATE) STA 2+70.34, 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 02" 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) OR P1 122 LF 12*0 CMP S=0.81 % P2 119 LF 12"O CMP S=0.50% P3 30 LF 12"0 CMP S=0.50% P4 117 LF 12"O CMP S=0.87x P5 30 LF 1200 CMP S=0.50X P6 4 LF 12"0 CMP S=2.50% P7 13LF12m0CMP S=0.45% VOLUME REQUIRED PROVIDED TANK 3,254 C.F. 3,254 C.F. LOTS TO PROVIDE INDIVIDUAL INFILTRATION SYSTEMS F�, 0 C,J 4 OR) a NEIGHBORHOOD DETAIL MAP ZONINGmR8 ou7 as ¢is0 31 3 ZORE o „ -- JO p 13 - Il /OIn 4 A I/7 j �} r I701------- t2 t8�Lui7L/6 //0 W-33 - t3.5! L i -- i -- - - - I�' N ------ --- a , 4Q —B4 b b�0/ 1.♦L ^ 13 ? ^ n ° �. /LV�T ----T 6 iN 14 1 i W U j r - - - -- . 1270' 265 ------ Q 1 alTs Z J I 1 1 Q 1 0 ' O I 191 50 W. 9941 7/13 �b � TOEI 1 ' \\W, 7 b IDD 77 50 /� ` 60 UOA3 1 N. E. a 16 TH a 14 a52 ,: l 4 15 I o Z4 5 I o 10 a zs ' Z7 /eS 0( 8 85 o 9 D AO� O r, Q 9 Rim Q a 5/L U.6244 4. L j�g2 sPoao-n M rn I k �. toiC 1185 63 II� I o I N N I 22� t K6./7 213 r--- lu Q 3 7 3 [j8 `� A ti N 1 r'—o II ^tn ^ �2• Q % 12 2 (2) $ 6 / 76 :! 76 h ME 3,13TH PL. 4H "S. Iro I1`- 6 1 ap a a, 10117 N I =1O \D 1 1CO 5 56 ' 2.09 i 63.08 I I `\' S N I- B �88. BS B : S0.3 T, zoo 0.52Ac. (B) (A) II 'n `1 I 15, q 7.1. I3 l.1. S / 6 T.L 27- 6 0L.I17C - T.L.160 -/ - -/ - - T.L./ o I i1Z10 •°�� r -T.L. II �9i ZL./n TO 0 62 Ar I I W ti II �, 0.62 Ac I I e M 0.43 Ac. a_fig /74 L/ d / / '�- I••- 30 J 82 L/•NIO TE 19 _ --- � 4L�a�J �f� � 152 O 0 0.31 Ac_ IS n• 7[IvER 7 041 Ac. s ' 2sz T[.90 0 1 I 1 I 11 r L r19 SER�IoI� ❑ _ T.L.80 51�6.: ' S5� /46.48 1 40 AC UNpER :. CR055 LiMlreD 9.c.M 1`0U ' I rc 1 UN i ('AN � j 80 U�IT 6 5 i., RiIK, way O L -;,- SUNSE --195.5 � �56 UNITSS , \ �XC69 AG rAVEa".`'•,L- 4 J / 1 '-------- / O )'I. / A CONDOMINIUM L A COND Ll 0 200 400 SCALE.- 1. = 200' NEIGHBORHOOD DETAIL MAP I ,'", I 4 I � _ 1 'jj I�6 i LL�,,,JJJ 1 v D o p ZONINGmR8 b Q 50 ki r Q Lu l01 17 Z h 12 ar {: jN Q 50ID I 74d os1 i / i'1�2 1 17 If 8 19. 115 0 14 5 I o 10 a 9z5 ' I _ 71N�p�. -a j2 -z� , n ��] Raw. V 7 I701 -� ________----- � " c 16 3 Z 633 _-- R _ 16 4 h --7---- n 252.dui ----- --- Lu - F— Q I Q FO; 65 , J 0o Z - - N �1 1 tp � 7z i2�--+0 6G U0ri3 i HBO ; 70 7620 an FBI N. E. 16TH ST. 90 10230 8 8 /022 5 75 96 So Li Gil 9 IV r---4 to 7 T 6Z.30W^ n s �!1� LJ [D I 2414 (ac kc& _ rzo 1 _ �- R 167 a -r1 232. 3-0---- ----- -- ----I Q Q U LRRRp,mRRR !P 044 -T? Y ro:/9 7 31 r--- II ti �2 s I c0 I o rov r � 12 Q RJf A5 1 V.1 9 Q $ aL l6 U /a. r �� ,a ,.. a- Z (2) a (I 1 ` Q h N.E.' 13TH PL. 4- 6709 60.N [0F4 f6 66 to N 1 Q 13 ?M � 8 0 ' I N � nT0.15 , 56 ; GY-OBI 63-�l 78 i BAT -- 0.42 Ac 052AGr-n - 1 T.C.ZeT.[. �` Is LL./69 7.L. 3 7.[. s ' , 146 0.3I k [ 1 - - I. L reo 4! - T.L./ T.L. RI 1 ---Em ols Q !16 7 62Ac. j i Lr~ Ti.4 0i 2962 �° II '0 0.62AL 1 1 r 0.43 Ac.©avo Nt / 30 7fj8e CrH/TEO h 1 52 °0. 31 A c [.. 041Ac. 6 - 7L 90 " T.L-80 SlACC ab.;'.. SSr. /4Q48 4a 5 9 TE: NiI80 UNIT; 6 I 1 00 1`-'11 ❑-'0 J ----I L O 5 - --` /-----� r----- � 7 56 UNITS SUNSE C3 �P,�LAUREL--HEIGHTS u 1 O �z�,/se 4 / 1 '---------- / A CONDOMINIUM A COND SUM3Ei _` ApL DFVEJ s P 11 RiEc;ENED 0 200 400 MONTEREY HEIGHTS A Replat of City of Renton Short Plat SNPL47749 According to Lot Line Adjustment LUA47403-LLA in the SW 1 /4 of the SE 1 /4 of Section S, Twrp, 23N, Rng. SE, W.M., City of Renton, King County, Washington Ld Z 30' i 30' 0 M x E•i Houseistinq (OQO�? I x I 180 N.E. 14th St.x0.4' nlC` : (j�l6rc fnt<<[I --w--w----w—w--w—w—w f�jR- 2.5' �qr,`i hJflrrl�![�P� - —__ — - _.MH-S4 O in 10 'n b -----.. -- ---- - - �- _T-�,� O 150' � N f--------- -1 Building Setback Line I I 1�) r-------L=30.8' I LOT 1 II � I I O I LOT 11 co I I I , 20 ' 20' Wide Storm Easement 36i'Fir� 20' r',rrY 1`�Ulp[iC�fP it l Q �Drainae - - J irn,ftnn,�rtlo� ".hY115/#3li C,, fYll 118"Fir - 20 - �--- --_J 20' ---------1 r 56 �=------, it o LOT I I o 0 I LOT 10 l I- - o 21' 21' --- -- -� ?66, �- - - - - -� Lei i '0 LOT 3 LO LOT 9 �' o Lr' Q - - Q) it r.�l 0lmr. ft"' 6411f$]f§J0iital�! ,,'al�t1"vJ r-- - - - - - I - -i I o W LOT 4 56 C ` �I 4 MJc�r I I al I 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. 9102129004, 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. o LOT 8 6 �' o LEGEND I I J _ 21' 21 - = 176 ® Found concrete monument with ------I-- - 20' Wide Sonitory, �-- - - - J 44F it � 1 1 /2" brass disk in case. Water and Utilities Easement Ln - - - - - - - - Site Benchmark LOT 5 M<<�tr�fil]Ir» LOT % I Temporary Found rebar and cap, L.S. 5524 O O i Turnaround I 20, III I ' l ! 20' — — — — — -� f-1 4tnrm rofrh hoain - - 20' L_ - - - - -J 20' kennis Court Maple Exist.ina Shed i Pine - r O : Mow `faipnn'c� '� Madronna -o E I 2 Apple, �... •Fir 3 I Mailbox ` 2' ti� 0 40 80 a � Rockery pple , r' Apple 1761 I o Sanitar cleanout ° ,2l' Apple, 2" Apple LOT 6 -_- � pSCALE• 1 " 40' Y _�_�--... [��i'„�'�"' �;�:fll� ® Sanitary Manhole TOTAL AREA 136,279 S.F. - 3.13 /�C. Ur}mm1, Eye ��1 Peach �., House Existing TOTAL No. OF LOTS 11 ® Telephone Riser ' r8to.�11:Ctt? Cecil,] fipple-+� --- — ZONING R 8 Electric Junction box AREA LOT 1 7,200 S.F. Apple I ro AREA LOT 2 5,565 S.F Power\utility pole i AREA LOT 3 5,565 S.F. AREA LOT 4 5,565 S.F Fire Hydrant Apple �.\ ��3��it'�1(I�I (lP��i)'.r�'1 Ott ,m (r� ? Penns; AREA LOT 5 5,565 S.F. AREA LOT 6 70,746 S.F M Water valve AREA LOT 7 4,948 S.F. AREA LOT 8 4,948 S.F ® Water meter 1764 2 AREA LOT 9 4,948 S.F © Decorative brick column AREA LOT 10 4,948 S.F. AREA LOT 11 5,855 S.F o 72666 Tax parcel number a I e�`'`, 0 N AREA OF STREET 10,429 S.F.- . (05 cla c o I Q0 o 7I of -- OHP OHP -- Overhead power lines e n I Sto)Ii JCS ��l`'Snf] Fad Y x x -- Existing fence Ili) i��l`esa'i r C � li] -ry Exictina House Existinq Ho se (' - '1 i �t V1.1A. f �?ftlt!] �aT' j' _ G G Locator paint (Gas) �` C�(Ti1tt q}tTt 'Wf W W Locator paint (Water) vl Z I Decorative Shrubbery Decorative Shrubbery v "Spruce (55 Plants) (58 Plants) ❑ CB_ 3 Y 252 C R - 4 0 F- - "_ W N. EE. 1Ith SSMH-51 W -- ---- W -- ----- Z L3 cn �- - -- -- 0H17' - __. - ---- OHP-U OHP --.— ._ "R A W Io I:M T T Locator paint (Telephone) a R rine P\T P\T Locator paint (Power\telephone) 4.,M 7�IF D. R. STRONG Consulting Englo7o" Inc. ENGINEERS a PLANNERS • SURVEYORS } 1----- - --- Vcl_Or. CITY OF--------------- SLEP��1; G� A�1'I . H F ti o� •A syf INNNE 31lM PLACE. 9lJiTE 101 �` � �t� KIRKLANO, WA 99033 x PA. (425) 827-3053 Fox (425 827-2423 E-MAC DRSTRONON4IrNNIK.COM + 195M o DATE: 8-25-98 JOB No. 98-176 EVIRES: - DRAWN BY: VJB SHEET 1 OF 1