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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 NO. —I 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 ACKNQWLEDGMEN15 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 _,._L03_ER_L_L0_NQ_Q - - - - - - - - - - - - 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_S_Q.__ALLF_�L ------------- 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 U11LITY 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 ................................. ....................................... M gr. Supt. of Records Administrator, Planning/ Building/ Public Works Assessor ----------- Deputy Assessor Account Number GRAPHIC SCALE 50 0 25 50 100 IN FEET 1 ii1ch = 50 ft. HONEY CREEK HEIGHTS 11 SHORT PLAT PORTION NW 1/4, SEC A At, T23N, R5E S 88*15',30" E NOR714 LINE COVT LOT 4 MON. NOT FD. — - - — - - — - - — - - 1Dr)(-,1T1r)K1 r'Al r' 1304.59 PER PLAT OF SANDEE TERRACE AS RECORDED IN VOL. 67, PG.2 S 87*09'26" E N 26"00'46" E —98-01— S 87-29'4,9" E 32.77 FD. ENC/,,SED MON. FD. ENCASED MON. 286.76 VISITED 1-8-91 VISITED 1-8-91 L INGRESS, EGRESS AND I'D. ENCASED MON. VISITED 1-8-91 ---------- UTILITY EASEMENT RECORDING NUMBER 20000621000651 S 87*29'49" E FD. ENCASED MON 4.87' VISITED 1-8-91 PLAN REVIEW CITY OF RENTON 4 T j, JUL 182000 5 86-15'34- E X X 195-07 b LEGEND 4ECEIVED 0 PO EXIST. 12' ACCESS ESMT' RECORDING NO. 5875840, X I - 6278783 AND 6359684 MON IN CASE ------------ 1 1:� - 10' WATER EASEMENT 4.72 0 SET REBAR W/ CAP LS #11332 PER RECORDING NO. Lo'r 96 9 0 20000505002361 2624 FERNDALE CT NE UJ 0 FOUND 1" IRON ROD > NEW PRIVATE 26' EF) SET NAIL IN WASHER INGRESS, EGRESS N 8972,�J'57" W X SET SCRIBE IN CONC & UTILITY EASEMENT - 11 'N 1 88.50 82.17 IF A '.1 I'll BASIS OF BEARING 2618 FERNDALE CT NE " z WEST LINE OF THE NORTHWEST QUARTER C) 0 L o'r 3 C� 0 OF SECTION 4, I.E. N 00'31'03" E 2(1: Z FERNDALEI PER PLAT OF SANDEE TERRACE 1 N E C-YIC�T. 7r)' 0 0 AND UTILITY EASEMENT 45.5 C) RECORDING NO. 6359684 1� LU C5 1 .50 88 10 0 82.171 1 Co ION 00 0 - - - - - - - - - - LEGAL DESCRIPTION 70.67 0 N 10000 - - - - - - - - - - (6 0 48.50 N 89*2'8'57"1 IN 1 - - THAT PORTION OF GOVERNMENT LOT 4 IN THE NORTHWEST QUARTER OF /'�R- Ld 10 IL SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, ,L,-4rl L () _wj < (0 KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: C� '0 52: -jo LOT 4 _j BEGINNING AT A POINT 293.00 FEET NORTH AND 741.42 FEET EAST OF THE t - LL C3 1- 2606 FERNDIA LE CT NE SOUTHWEST CORNER OF THE NORTH HALF OF THE NORTHWEST QUARTER OF 1 / 0 0 Q) 0 N B9728'157" SAID SECTION 4, WHICH POIN F IS ON THE EAST BORDER LINE OF THE EAST - z 10 HALF OF THE WEST 21.27 ACRES OF THE NORTH HALF OF THE NORTHWEST _j " Q 41— 0 V) QUARTER OF SAID SECTION 4; THENCE WEST 370.71 FEET; -THENCE NORTH It 70.67 �r 10-0.00 001 TO THE SOUTH LINE OF COUNTY ROAD; THENCE EASTERLY ALONG THE SOUTH ------------ A, 1 11 1[ 17 CD 0 LINE OF THE COUNTY ROAD 10 A POINT DUE NORTH OF THE POINT OF I N��89728'57" �Y BEGINNING; THENCE SOUTH 10 THE POINT OF BEGINNING; 11 I 0.00�- EXCEPT THE EAST 200.00 FEET THEREOF. 20' UTILITY EASEMENT— LOT 6 EXISTING NEW PRIVATE 26' [HOUSE 0 INGRESS, EGRESS L6 2625 NE 27th ST. L & U11LITY EASEMENT 10' SANITARY EASEMENT Co PER RECORDING NO. CITY OF RENTON 0 5 10 20 50 , . MON, N11,1837 2000OSdS-0-0-236T ----- I I 1 I'D BRASS DISC SCALE 1 50' W VISITED 1-8-91 N '15'36 IN 17 --------- I S.W. COR. GOVT EXIST. 20' UTILITY ESMT LOT 4 REC. NO. 19991015000364 Uj V) ------------- — — — — — — — — — — — — — — — — — — — — — AQUIFER PROTECTION NOTICE SOUTH LINE GOVT. LOT 129 7� 31 _4 S 88'14'52" E — — — — — — — — — — — THE L01S CREATED HEREIN FALL WI THIN ZONE 2 OF RENTON'S — — — DECLARATION OF COVENANT AQUIFER PROTEC11ON AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367 AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAF, IN RETURN FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO FOR 1HE BENEFIF TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. COVEI`,�ANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW FND CITY OF RENTON NO.369 MIC BRASS EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID EASE�/,ENTS SHOWN ON THIS SHORT PLAT 10 ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS SUBSTANCE OTHER THAN WATER TO PRo'rECT FROM CONTACT WITH THE DISC WITH PUNCH MARK VISITED 1/8/91 GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT 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 require,,ments of the appropriate State and County Statute and Ordinance in ..MKH., 20.00.... Certificate No. ....j�.q3.2 ..... SHORT PLAT FOR LONDO- TIBERIO U ­ t-j 0 V.. L EXPIRES 11/30/00 C) PLAN REVIEW CITY OF RENTON JUL 192000 RECEIVED Ltj 0 0 BAIMA & HOLMBERG INC. E N G I N E E R S & S U R V E Y 0 R S 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (206) 392 — 0250 DWN. BY DATE JOB NO. H. D. 0. 1 5/11/00 1 725-003 CHKD. BY SCALE WSH I 11 1 = 50' SHEET 1 OF 1 I V) F- Lj Z LLJ r Lli P L.LJ F- z 0 0 V-A LL- o Cki 0 0 CL W V) w Z F- CC IL Ld LLJ tr z 0- Cb 00 r) n 0 V) C3 U) 0 -j (L E--4 < LjJ C7, Li 0 Q) Co E E C: N cc: U. x T u b zi ON! uo z L) w Pei I LA I z 0 Lo 5; L.Li ry Lj z 7/"f'/71 [—EXPIM 3/7/00 �� I ----I 0 20' 40' SCA L E.- 1 " = 20' D. R. S TRO NG ConsultIng Engineers Inc. 10604 NE 38th PLACE. SUITE 101 KIRKLAND. WA 98033 (425) 827-3063 1-BOG-962-1402 FAX NO- (425) 827-2423 ENGINEERS PLANNERS SURVEYORS 0 z M 0 Lj W W L'i W Q U) CL CID CID (7) a_ LJ W oo W- dis- AU All& 4JW A& —A& AA 30' -W v W %v 11v %T MV mv IRV IRV low (1) F- Lij = Z CD Ljj LLJ LIJ P- LLJ z F- 0 z 0 :�s M n 0 ad F- 0 q� C) CIL < I Qel;-Gfat%e Shrubbery (150 Plants) - - - - - - - - - - - - - - - - - - -ZT- --- -- - - - - - - - - - - I - - - - - - - - - - - C/) -Tj > J 71 (b \A C) co > 7(-) 3 (D (TI 7(j 0 I 1 0 0 �u 0 "I NJ U Cli < (D Q [J) 266 — 07 Cr .. Z X", Q) V) 268 < Z F- 79 F- 0 0 � 4-- LLJ jsm Of z 7' F RE PO OWOF--R/W- PROPOSED PORTION OF/, R/W E 00 M C E /0 L6 L- Q) — — — — — — — — — --- — — — — — — — — — — — - — — — — — — — — — — — — — t E T- 0 E - - - - - - - t (JI 0 C() --4 17- 17- r r %4 0 0 0." ha, CY) Ui X q, UI v . v It (A C-4 60 -9 C 64 0 Decorative Shrubbery C' (12'5 Plants) 0HP (-)HP z Cf) �Lp -4 L ? 7S Ak A& --j 4A & A X 7-1 x co C3 l"J OD M 0) 00 (D X X. (A li 1 0 CY) 00 0 4�1 0 CT) CF) C: (j) Cil bcon) UI 0 (D I \') I - 0 1 \) r j 00 ('F-�nj _2 4 6' < 17 -_j I v\J1 (D ri 00 C: C-0 11) 00 (7) 00 00 LLJ 0) 0) < 00 cll� I\J 01 0 ROOM- 0 20 '10" z 0 SCALE: 10 20" > L.Li 0 D. R. STRONG lkor ConsultIng EngIneers Inc. 10604 NE 38th PLACE. SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800---962-1402 182 FAX NO: (425) B27-2423 Lj IONAL ENGINEERS PLANNERS z SURVEYORS Explus 3/7/00 in 013 Z �A C' Minimum Densitv Calculabons 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 dwacriz. of Dwelling Units Co I I MONTEREY HEIGHTS 11111. A 1"at 0`1 Cft 49 -4 ORO Plot SHPLwM439 According to Lot Lino A -6-0 1 6 smsenovallil. LUAw9T4XW In 6w SW 1/4 of the 89 1/4 of Section 5, Twp. 23N. Rng. SE, WoMis, City of --'%-on, M3ng County, Washington 11. C�. I at Ll I %JL- W—W--W---w—W—*—W—W—W—W —W—W--* C3-4 LA4 I z 30' 30' >1 PO VHP 0 150' c" 7 9' R=19. r — — — — — — — L-30.8' LOT 11 18"Fir 20' . L_ _ 1 20' U') L LOT 10 -C) 0 LOT 9 C) 0 to C4 F— -0 LOT 8 U') U-) 20' 'Aide Sanitary, L Water and Utilities Easement F— — — — — --- Existing HAse 0 r') rL ';10 01 LOT 7 20 L --JJ 20' V) 2" Apple wo 2" Vpp'le 2 Apple Apple 00 2" Apple p, ��e2 Peach 2" Ikpple I eo-)' i�112" Apple 122" Apple C (A 00 0 1?4sromi rKW��np n' C� - OHP OHP Decorative Shi-Libbery Spruce (55 Plants) -3 TBM- I H-54 21' 21' LA4 zi Ql -0-i C 0 2 21' 21' 44Fir 1) 1 "flamn, (Por [' �1&01"51N Existing House 0::0::5:�) 0, 4' 1 ) 2.5'-� (C8 OD 109' 4 0 Building Setback Line?,, 9' (Typ) LOT 1 20' 20' Wide Storm 5bi grSinq 27, M Easement Tir- - — — — — — — — — - LOT 2 — — — — — — — — — -- LOT 3 I Jiro 0Fir in 01 0 C) W LOT 4 1 U-) .8 &1 48"MJd,on,,*V - 1E 01 C) . ic CA 0 (!T6 �-') ( 3) 116 (1:7 D6) LOT 5 Temporary Turnaround 20' LJ — — — --- — — — - J zu 153' Existing Shed Decorative Shrubbery (58 Plants) Ah Ah W — W osmH-51 UJI I CB- Lj V) OHP OHP U OHP CB- 4) -4-j C 10 1 2 C, ennis Court (T--7-5-R,) CITY OF RENTON LAND USE ACTION NO. XXX-XX-XXX-XX LAND RECORD NO. XM�XX—XXXX VICINITY MAP P ]1 14 (Not to scale) ItC-ICE!IVED 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 Plot No. SHPL-077-89, recorded under King County Recording No. 9007279001, records of King County, Washington. 0 40 80 SCA L E.- 1 AV aw 40" TOTAL AREA 136,279 S.F.- 1 Ac- TOTAL No. OF LOTS 11 ZONING R 8 AREALOT1 7,200 S.F. 00 AREA LOT 2 5,565 ST C14 AREA LOT 3 5,565 S.F. AREA LOT 4 AREA LOT 5 5,565 S.F 5, 565 S.F. AREA LOT 6 70,746 S.F 6 4-) AREA LOT 7 4,948 S.F. �7 AREA LOT 8 4,948 S.F AREA LOT 9 4,W 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- -OHP— u Existing HOUSe x W T 8"Pine —P\T— .0 24"Maple 12"Pine ()HP OHP 0 '9/,& LAW LEGEND (B Found concrete monument with 1 1/2* brass disk in case Site Benchmark Found rebar and cap, L.S. 5524 Ej Storm catch basin f9mople Pine Madronna Fir Luminaire Mailbox CD[DC�)C Rockery 0 Sanitary cleanout 0 Sanitary Manhole m Telephone Riser Z Electric Junction box -W Power\utility pole Fire Hydrant Water valve Water meter Decorative brick colum n Tax parcel number OHP Overhead power lines x Existing fence G Locator paint (Gas) W Locator paint (Water) T Locator point (Telephone) P\T Locator paint (Power\telephone) D. R. STRONG consultkvg EhgAP7~V Inc. ENOWEEM e PLAMIM SURVIE YORS fiffsi 10904 ME Ath KAOL VJrM 101 KWSQAM. WA Ph. (425) 827-3063 Fm (425 827-2423 E-MAL. DR$iniwrwwwiiiv%IM.C= DATE: B-25-98 IJOB No, 98-176 DRAWN BY: VJB ISHEET 1 OF 1 0 z 00 0 V) 00 - 0 LLI 00 V) LLj f rN ILLJ r Lij L :� CE �"J- ILLJ LL F- W , LLj 5 F- z 0 LL_ :2 0 48 a- Ld Qf F— z a: _j Lij LL1 (h z a- LLJ LLJ Cn r1K Ld �11> C:) U Q) (D C) _Y E- < a- E 0 CL Q) E m E C: N I —A L, Li Of x A z -'z 0 (n 2 z It 0 11111m. � m 7 0 LIJ cj�_ 0 z SCS SOILS MAP DENSITY CAL CULA TIONS SEC. 5, T 23N*.v R. 5 E* I We M. )PREL IA41NA R Y PLA T OF MON TERE Y HEIGH TS IV.E. 14TH STREET AND MONTEREY AVENUE N.E. GROSS LAND AREA 136279 S.F. AREA WITHIN RIGHT-OF-WAY 22372.95 &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 [Expipm 3 77_7d0_____ D. R. STRONG ConsultIng Englneers Inc. 10604 NE 38th PLACE. SUITE 101 KIRKLAND. WA 98033 (425) 827-3063 1-800-962-14-02 FAX NO- (425) 827-2423 ENGINEERS PLANNERS SURVEYORS CITY OF RENTON S1 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 S1 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 PIL SUITE 101 KIRKLAND, WA 98033 (425) 827— 3063 LUAY R. JOUDEH, P.E. NICK A. YINGER, P.L.S. k Itn Irl-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 CCNFLICT EXISTS. -k TW ST awmu 160 S Tm LT IF 35 st ST PL ST 0-4 z97W lK 0 IL -St 2 7TH S T -7, Lj --- ---- TW woo Pt % of EN $7 ST U� 5, up HE Cv PAN SITE MOAT 1W 1% IMP Is IV Ot" PAM. V it lol- K N 1K 9TH a 9 GRA DING UA N TI TIES CUT = ±36.84 C.Y. FILL= ±1981.76 C.Y. INDEX OF SHEETS C1 OF 9 COVER ClA 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 I S CONSTRUCTION REPRESENTATIVE. SITE TOPOSRAPHIC DATA AND BOUNDARY IS FROM A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS, INC. JULY 25, 1998. VICINITY MAP co 00 V) A mz-j Ljj co > < uj UJ z z 00 >- < o c;d < Ld < V) w F- C) V) m z F- :3 Li LLJ Of z a- CL Q) 0 C) C:) E 0 �r -0 < LJ L) F 0 E 0 m E ,E a- b 04 Lj :9 z 0 c1r) L.J Q:� 0 z OD NOO'3V34"E -4 N89*55'23"W -�0.00' 15.73 t'� L= 19.9 1' R=25.00 0 0 00 z 77 L= 20.28' R=25.00 ----- ---------- 20.00 N89*55'13"W S00-�0'34-W 5.73 TABLE BEG. CONC. SW OF PAVEMENT DAT PT STA: 0+17.77 STA: 2+31.56 OFFSET: 30.00 L OFFSET: 14.00 R (D PC @ PC STA: 0+17.84 STA: 0+44.30 nr.7C'CC'T %-41 1 �OL- 1: 2-0.91%15- 1- ^CC*CrT -I.A A -Lit I ZJL 1: i 1. CO R OPT, BEG. CURB RAMP @PCC, BEG. CURB RAMP STA: 0+24.84 STA: 0+28.33 OFFSET: 14.00 L OFFSET: 21.42 R END CURB RAMP @ END CURB RAMP STA: 0+27.88 STA: 0+25.60 OFFSET: 14.00 L OFFSET: 24.17 R PC @ PT STA: 2+31.03 STA: 0+19.80 OFFSET: 14.00 L OFFSET: 40.19 R EC @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 (DEND PVMNT. STA: 2+70.98 @END CONC. DRIVEWAY APRON OFFSET: 44.92 L STA: 0+21.41 OFFSET: 120.00 R (DEND PVMNT., END RD. CONSTR. STA: 2+71.32 OFFSET: 00.00 R END PVMNT STA: 2+71.66 OFFSET: 45.08 R PC STA: 2+51.64 OFFSET: 45.08 R 061RES 3/7//00 D. R. S TRO NG Consulting 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 J" R=2411�56_�' L= 17,9 6' R=26.00 L=/1 0. 9 4 R�=7.09/ 0 0 N89-55-26-W /'9.05'7` �-M�-, mm� 0 20' 40' SCALE.- 1 0 = 20' wm� I -w w w- w w- ------- - - - - - - - - - - - - - - - - - - - z L J 17- 0 --966- PROV. 6" EXTRUDED A.C. CURB AT SOUTH EDGE PVMNT. 26 8, "10 PA 42' R.O.W. TEMP. TURNAROU , ND TO BE ABAND. UP6� aDICA-NON OF A PUBLIC RIGHY OF WAY THROUGH LOT 11 m x cf) CL I I ---- -- D n 0 TI) Qu-u- Lsu- I mm- #11% rurN ir-mr'. TURNAROUND DATA 0 123 AMU, x cy) QD g, (cn N) 0c) oc) C-7) 00 00 o) ri co 0 MA Oil (D '- Ij / 5- Z x x 00 0 1 ou 05 OL Lu r*- (A oc) 0 V) Z uJ z Ll (�,' z 0 :2 0 C:) o. —f !zj 0 63, Lj cf) W L�: 0 c;d CD V) < Li z M OD LLJ Lu LLj LLJ a� z L-Lj r) F— W 0 71 LJ 0 C3 V) U) 4-44 C) E 3:-o CD < 4��- 00 0-4 c E - Q) E m E c: E — N C c)) D z 31: 0 3: 111111M x LE Lj .9.1 z 0 LLJ cr, 0 I ExpiRis 3 /7 70-0 0 20' 40' SCA L E.- 1 " = 20' 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 ENGINEERS PLANNERS SURVEYORS I.V%j r%%.fr%F—o x 00 ND QD c� (D 0-) 4�- 0') 00 r 1) 00 cri co 00 QT1 1\) 4N. 7- -F 0 CIO -- (A x p 0 x (C6 OD U) F- L.Li MZ 0 M LLj r > LLJ LJ z z 0 LL o C;d < Ld CL Q-1 < V) z CL Li LLJ L.Li cr_ z Cl- Li 0 3 (I. u- C7) 0 N Cy) r) Ln LLJ LLJ LLJ LLJ CD 0 U) E < L�J C E E E C: -Al 0 11 3t z Ld z 0 Cn 5; LLJ rr, -j R. o D. R. S TRO NG of WA t ConsultIng Englnears Inc. 10604 NE 38th PLACE� SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 216 FAX NO- (425) 827-2423 10NA1, ENGINEERS PLANNERS SURVEYORS EXPIRES 3 7-77-d-o- --1 0 20' 40' SCALE: im = 20' Z Ll 0 V) Cr uj 0 V) w 0 Lj Uj Cj_.) 00 Lj OC) PVI STA 1+21 PVl ELEV 271.56 A.D. 14.00 K 7.86 (A uj Z LLJ �_ uJ Z F- 0 z 0 46 F- F- V) M Z F- _j Lli Lli w z CL Ln LLJ CD ly- n C) F— C/) m 0 Q) U) C E < LJ r) CY) C) E (1) E E I -A Cc,)) z 0 a_ LLJ z C) u� 5; Li Cr Q z -1 Iv/ 7p EXplpX9 FILL AND GRASS SEED D. R. STRONG Consultlng Engineers Inc. 10604 NE 38th PLACF, SUITE 101 KIRKLAND, WA 98033 (425) 827-35M 1-800-962-1402 FAX NO- (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 '110.00, VC Lo CD to I(o + 00 C'ql o V) V) I (n I., m w IM rC*_l �j L;j FIN. GRACE 0 C.L. END OF P NT. & RbAD �) () IMPROVEM NTS ;-- 5- W 0 STA: 2+7 .29 �LEV: 270.06 -1.00% A-- T. GRADE !Lc_-L� O� 10 06 Ln r"': Lo It Lo w Ci Lo 0 v- r- r- ui 00 C14 Cq CN C14 C14 C'4 04 a C u P5 LEN 30.00' SLOPE 0.0050ft/ft DIA 12in.CMP P6 LEN 4.14' i�// SLOPE 0.0230ft/ft DIA 12in.CMP WETVAULT--J/ 0 20' 40' SCALE: 1 10, = 20' 2+00 1+00 MONTEREY AVE NE, w =10' VERT. 1 10 =20' HORIZ. 300 290 WN] 270 260 DA TUM ELE V 255. 00 to Co r4fi 00 C*4 0+00 to It v-- 04 ul (o x n- CL a- CL (o a. a- V) CD w C14 V_ V_ Lo Lo C*4 CD Lo W) C� "i (6 N C4'4- OR r': r': 0000(o r*- t 't 4 — to to C14 (0 '0 C9 C; (6 CD r- C14 C14 00 C-4 -4 + 04 + C14 LL r-, cD cD 64 C40 — F4 za m �< :2 I- - LJ Uj Z) m M Lj .0 ul:D 0 ir V) AW I =(M I I I I CS K) CIL r- _j 0.0- to 00 to _j 11 CL CD (D Co CD Lo Lo C'14 r- (a C4 51 (D CN OWN 0 ui rl: _4IN P­ L' CC 0 k 1� EN lqt to 0 —. r-- r-. (o + =�Co q; Co C4 cc r-- 0 Co C4 CN + CN Crl4 0 C4 Q_ W, Q_ OWN :&L�r LL :2 m < LL L0 L.L LJ:D C) V) w V) C Vn) Wr V) LL. 5 4- — — — -1 fP9 __LEN 118-94 RI CIPE 0 0 0,90 It /ft DIA l2in.Ck P P4 LEN - 116.213' SLOP( 1 0.01 .0 ft �75ttj/TT 75 ft P3 f SLOP 3 0.0050ftj P7 _.r --- __ I I \LEN 13.32' 0.00j.5ftA_ S-OPE DIA 12in.CMP 00 00 Lo r__ oo 00 CN C4 C4 CN 2+00 1+00 STORM DRAINAGE SYSTEM l';;-1-0' VERT. 1 " =20' HORIZ. 300 290 pr-18j, 270 pl LEN 122.40' )PE 0.0081 ft/ft DIA 12in.CMP 260 DA TUM ELE V 255.00 0+00 IqLl p 0-.-- ). 00 V) F- Lj Z Lj LJ r > of Ld z F- 0 z LL 0 O'd UA Lj , L Lu F- W Z F- LJ Ld Ld of z CL 00 c) LLJ :z Elf 0 I--- V) _; L- CL -4 0 U) E E .. < Lj Cc: 0 E - a) m:3 E ,E cpl- CN cc: 2 0-0 D b C4 z LAJ 1� m z 0 V) LLJ 00 M I "o 1-7Q 00 f / fl/ / V KKPHW 3/77oo 0 20* 4 SCALE: 1 of = 20' D. R. STRONG 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 CB#1 (TYPE 1, GRATE) STA 0+19.30, 106.01 R RIM=274.34 IE=269.25 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) CB#3 (TYPE 1. GRATE) STA 1+40.00, 15.00 L RIM=271.89 IE=267.56 (12* N & W) CB#4 (TYPE 1. GRATE) STA 2+40.00, 15.00 L RIM=271.89 IE= 267.51 (12" W & S) CB#5 (TYPE 1. GRATE) STA 2+70.34, 15.00 L RIM=269.57 IE=266.57 (12w CMP W) CB#6 (TYPE 1, GRATE) STA 2+70.50, 15.00 R RIM=269.57 IE=266.42 (12" CMP E & NE) CB#7 (TYPE 2. 54NO, 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 Pi 122 LF 12*0 CMP S=0.81 % P2 119 LF 12NO CMP S--0.50% P3 30 LF 12*0 CMP S=0.50% P4 117 LF 12NO CMP S=0.87X 00 l\J P5 30 LF 1200 CMP S=0.50X P6 4 LF 12*0 CMP S=2.50% P7 13 LF l2m0 CMP S=0.45% VOLUME REQUIRED PROVIDE TANK 3,254 C.F. 3,254 C.F. LOTS TO PROVIDE INDIVIDUAL INFILTRATION SYSTEMS i4�, �:� � 0 C)o C04 OF0 f ( L (C--- \Cc a 0 NEIGHB RHO D DETAIL MAP ZONINGmR8 ORE —Z rl 01. < p14j lija 4 i a3-; 12 In [163�Z 4 A /"C'/ 16 3 2 Lu -1/0 W-33 5 U --f B4 T uj - - - - - - L) ui 1270: 265 .q A0116 'j co z - 50 W. W, 60 N. E. 16TH 14 isz 15 CZ4 Arm Z7 85 aj .A 4q 94 -j c. Rim W -m m - 5 E14 4. �- toiC '65 63 22� 1 t1l", i7 213 lu 3:� 7 31 [j8 rl 2, 8 7 8 50 ao '0"6 12 6&j 9 N SO (2) 5t 6 76 76,; ME 3, 13TH PL. 4- 11 06 1 '0 1 10117 -, "S. z e, '*Tl'l' C � 'I, IV '� FI-T IM �l ss IJZA� to 63-118� 78 88-K I RS A 'To _3 zoo 0 0.5? A tft t 1 15, 7.1-13 r. 1. r r I (B) (A) - A q 0.3) AC' -- — rL 160 J lZ10 T1. IR 0 6Z Ar TO 43 Ac Rs fig 74.1/ 4 1-90=]k 'LIJ8-1 -- LIA011 D 0.31 Ac- CR 71 041 Ac. Bo 6 /+&*8 1 40 15 51 Cgs t cf-80 6. n g AC s5l UTE---900 go e lreD �180 U�IT,- 6 L 7 56 UNITS SUNSE jm.5� I i [ 4::X TAVEIQ'v I L-HEIGHTS i C3 I I —� I 4 1 i ------- C3 'Z�111)'I. A CONDOMINIUM L A COND Ll 0 200 400 SCALE.- 1 Aw = 200# NEIGHBORHO D DETAIL MAP +�4 'jj 6 c" 3 2 P vc, ZONINGmR8 50 Lu Aoj 17 :12 Lu N 50 ID o/ If 81 19. 4 115 r t) ulh MF251 9u, t3 o'o 7TH M2------------- --------------- L--- 163ZIr 633- J34 --7---- ui Lu e FO' 265 go �j 1 MD JED 2a L C7,a FBI 77..p 1 So 6C 3 1 7v - 7620 N. E. 16TH ST .9c 10?30 8-1 1022 75- 1 75 5 so Li ....... Gil ILJ 4 OF - to --LO2-Z j 6Z.30 J, Lj ED 14 ac kc& 0-71 M1624t) 14.� r-1 23i Xi !PD44-r. 19 213 7 7 31 2 Eto Jov A006 12 9 i� L L 176 (2) 6 N.E.'13TH PL. 4- 6709 11 66 66 PUJ%L � �60114160 CD Lro I rc!rj 1 .15 1' 56 ELMI-63-081 78 s8 7: 0.42 Ar- 11 0 0.5? Ac r-n Ze T qAt -0 7.1.. )1. 1. S7 ' 14s- 0.31 k' I. t T1 T L. Mt. Em 11?10 T I. IR 175 Lo 0 62 Ac� Ti. 44 'A 0-62 A( 0.43 Ar,.L-JZs Nt vo /5-0 /To—zukpo' 7fj8e IIA4fTED rz - I 4cc 1) 31 Ac.. ri 1 3 04 1 Ac. - 30 51 ACC 6',:a g E:��900 c JR? 0 5 0 t I L.14 !!so 5 6 J"r 00 Q, 6 L r N 7 56 UNITS SUNSE C3 L-HEIGHTS c3 y 4 A CONDOMINIUM A COND r A111. f ILIZI ;� DFVEJ 'ITY C)f: sg I I RiEc;ENED 0 200 400 SCA L E.- 1 IV = 200$ MONTEREY HEIGHTS A Replat of City of Renton Short Plat SNPL47749 According to Lot Line Adjustment LUA47403wLLA In the SW 1/4 of the SE 1/4 of Section 5, Twp, 23N, Rng. SE, WmMog City of Renton, King County, Washington Ld z 30' 30' ^0 0 M E�xistinq Hous�q N.E. 14th St. '0. 4' ----w—w--W -w w C�"�qm; ­q SSMH-'-;4 0 -'r) 4 n' 0 0 ' 150' r - — — — — — — — — Building Setback Line 7 9' R = 19. 7 T2' (Typ) 1-1 '76 2) — — L=30.8' LOT 1 0 (001 LOT 11 22L__� 20' Wide Storm Easement 20' aino _%e _J 118"Fir 0 20' _99- _J 20' - - - - - - _5 6� — — — — — — --- LOT 2 0 U-) 0 '0 LOT 10 1 21' 21' _J LJ '0 LOT 3 -0 0 Ul) L') 0 LOT 9 LO -0 Lr) < 0 (AD 04 _J Q) 16- Q 7 6 C — — — — — — -- E — FL)Wn.% 1t6-1*NN q) ir 0 lmr�ft�" 6411'*0' R,,*rrrw 6� C 0 0 LOT 4 4.8"VJ al I CITY OF RENTON LAND USE ACTION NO. XXX-XX-XXX-XX LAND RECORD NO. XXX—XX—XXXX \OCINITY 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. - C LV I U) 0-6 LEGEND Ln C14 21' 21' (1:7 �6 q) Found concrete monument with - — — — — — — — — - 20' Wde Sonitory, _J 44F ir 1 1 /2" brass disk in case. Water and Utilities Easement Site Benchmark LOT 5 Ln F U-) Temporary 9 Found rebar and cap, L.S 5524 LOT 7 1 0 1 Turnaround 1 U-) 1 1 20' 20V -1 '�,tnrm rof�h hoRin LI 4;2-, r- 20 L -J 20' FWennis Court Maple Ex stin.1 Pine S ed Mow �' ffX aip n n' Madronna 'E U) 2" Apple, Fir -o El V C 4) UCJI Luminaire Mailbox F 7 xi'sfin.l ] hed 2 Vppl, C, 0 40 80 C:CDCO Rockery Alv� Apple LOT 6 (1 7=6 1) 0 Sanitary cleanout �r2l' Apple, 2" Apple 1`1�511'1r�eg) W SCA L E.- 1 40' TOTAL AREA 136,279 S, F. Sanitary Manhole Existing TOTAL No. OF LOTS 11 m Telephone Riser wommlz mvn' 41 Peall, 2" �pple �Z�' House ZONING R 8 Electric Junction box A AREA LOT 1 7,200 S.F. 00 AREA LOT 2 5,565 S.F AREA LOT 3 5,565 S.F. Power\utility pole AREA LOT 4 5,565 S.F Fire Hydrant Apple AREA LOT 5 5,565 S.F. AREA LOT 6 70,746 &F M Water valve AREA LOT 7 4,948 S.F, (1::7 D64 AREA LOT 8 4,948 S.F EB Water meter Decorative brick column 2 AREA LOT 9 4,948 SY AREALOT10 4,948 S, F, Tax parcel number e(\ AREA LOT 11 5,855 S.F 0 AREA OF STREET 10,429 S.F.- -7. (.5 c/), d) ? 0 0 7 Ok OHP — OHP Overhead power lines x — y Existing fence E,,, Hr Rtino ousp — G — G Locator point (Gas) Existinq HTose �t MW �8) V1.1A. �M ��T' / / / I 'Wfik�. — W — W Locator point (Water) Pprorative Shrubbery Docorative Shrtihbery "'pr' Spru(e (5'� Plants) (58 Plants) F CB_ 2 5 2 1B CB-3 CR-4 '0 h St 51 w N. -E. 1 It ---------------- CB_ I Z L3 0H17' OHP U OH P < "R W C 10 I :M T — T Locator point (Telephone) a. 'R­rine —P\T—P\T— Locator paint (Power\telephonel) 4 D. R. STRONG ConsultIng Englo7o" Inc. ENOINEERS 9 PLANNEFIS 9 SIAVEYORS E: I - Or. CITY OF --------------- S LE P Of _iA INN NE 3ft PLACE. WTE 1W--C1=,1VEr OH F, ow :y A-W* - L_ I(Ift-LAND, WA 99033 0 'A Ph. (425) 827-3053 Fox (425 827-2423 E-MAI1_ IMSTRON041141`111111LIW.COM 195M o DATE: 8-25-98 JOB No. 98-176 EVIRES: DRAWN BY: VJB SHEET 1 OF I