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Home My WebLink AboutR-3776010622059143 ZONE R- 1 0622059001 • e Know wws below. 0211 before you dig. V T I L I T Y C O NFL I CT N O T E. CAUTION,• THE CONTRACTOR SHALL BE RESPONSIBLE FOR V DIMENSION, AND DEPTH OF ALL EXISTING UTILMD PLANS OR NOT, BY P07OIJNG THE UTILITIES ANI AND VERTICAL LOC47M PRIOR TO CONSTRUCTOA CALLING U7UTY LOCALE O 1 -800- 424 -5555 PC DIRTIES AT LOCATIONS OF NEW UTILITY CNOSSIM WHETHER OR NOT CONFlICTS EXIST- LOCATIONS C ON THESE RAMS ARE BASED UPON THE UNVERIF ARE SUBJECT TO VAR14 WTN. IF CONFLICTS SHOW SHALL CONSULT WITH INSIOHT ENGINEERING COMF PROBLEMS PRIOR CONSULT TO PROCEEDING WUH ALL A/C DRIVEWAY / PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22 N., RGE 5E, W.M. KING COUNTY, WASIENGTON LINE LENGTH CALCViAiEO _ r I�t R-/4 93.90 SOROO1001E GITERSECIOIJ 0.00 S00'001001E L3 47.81 SOROO100T TBM 24° ADS Tx� L5 44.83 '7T. 659080 NV- 11;,57 (S) 3123059023 I SD1,IH Um RIM 124.91 1 _ A/C DRIVEWAY / nVV 119. 0 !E) N !NV- 1 18.95 !N) V 11.4' \ Ml' 118 65 1'/) w CHANNEL E,I I A n BELL TEL..IH I \� RIM 123.58 ( >\ DIP 'YTR V/ / i" E L 13t7 1i --- �ssMH ss-- _y_�s_ ss SSIAH - - RIM =109 50 u RIM =1.556 INV 10x85 (CIR. CHANNEL EVI) INV -9t. 56 (N) IM1V =9f 46 (C ;R. CHANNEL E,;,) 0622059143 ZONE R- 1 0622059001 • e Know wws below. 0211 before you dig. V T I L I T Y C O NFL I CT N O T E. CAUTION,• THE CONTRACTOR SHALL BE RESPONSIBLE FOR V DIMENSION, AND DEPTH OF ALL EXISTING UTILMD PLANS OR NOT, BY P07OIJNG THE UTILITIES ANI AND VERTICAL LOC47M PRIOR TO CONSTRUCTOA CALLING U7UTY LOCALE O 1 -800- 424 -5555 PC DIRTIES AT LOCATIONS OF NEW UTILITY CNOSSIM WHETHER OR NOT CONFlICTS EXIST- LOCATIONS C ON THESE RAMS ARE BASED UPON THE UNVERIF ARE SUBJECT TO VAR14 WTN. IF CONFLICTS SHOW SHALL CONSULT WITH INSIOHT ENGINEERING COMF PROBLEMS PRIOR CONSULT TO PROCEEDING WUH ALL A/C DRIVEWAY / PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22 N., RGE 5E, W.M. KING COUNTY, WASIENGTON �/ ❑7GC ..7.._ 7/ / /F 77-// "�T / /�; >T/ 7�R /l'/ I .,- 77 /� � SOUTH55THSTR - Ti ��z /T T�77 T,- /r / /- /;7r�.� _ - -- -- - �- �C L _- ,ASIS OF BEARINGS I _ /7i�i /7 /Y 0 1 I ; - 3 N✓ 10901 / OF 12 +0'G' ) _ _ - I ib� 14+94.53 I n� 19a2_ o A I _7m v z7'DS °� I; bs - \t, C /:•f+�C _ z n �. ' �, TE FTF , s a \_ _ _ 1 T i +o0 T /41 �_C �_,�N -._L' 88'27• ' ..1.860.... AS GA�.. a &6A'SS u�.i3255 W� GAS _A A,S .S __� _ - -� y�l�J^ /� ✓1T. - _ / I V 1200 - h - - -� � - I� -CiA lFVF - v V �1� t'IIP / � z } v'o5' E-6 3 7 E W. NE 3R0. 1 A / 63' "� -- �V I_ �i�� i �I\ L - - _- '� I c' III VD %IIr // r Q, ti m SITE m 'o SCALE- 1" = 30' VICINIT 30 15 0 30 60 95E 1 = ) o LO� #17 II i I� I LIOT #1 4,9841 SF I s,27a SF ( LEGEND 03 I/ EXISTING MONUMENT (AS SHOWN) �I I 0V w ;� V L �/ L - + 9 I I �'� <r SANITARY SEWER CLEAN OUT CO '\2 RIB V A n - 90' - A \ - -� qIq'` Cow SECTION 1/4 CORNER NOT FOUND -CO ( ) \•� A I. �ca I ( -__ ��- - - } - -�V X50' 8T -_ �. \ \ {}P POWER POLE 5 \ 6'' \ I �\ -� \ \ -I \ \ \ SECTION CORNER NOT FOUND -�- GUY POLE �+ \ \ \ \ \ FOUND REBW CAP OR I.P. IRON PIPE DATE u Ia r\ 1J s \ 1V01 #1� \VI '� A. ( \ I V A / ( ) (DATE) ❑W� WATER METER 057 SF CALCULATED WATER VALVE S 46th gI u s S 50th'ASI S 50th PI S 51st CI Se 192nd I LINE TABLE LINE LENGTH BEARING r I�t R-/4 93.90 SOROO1001E L2 0.00 S00'001001E L3 47.81 SOROO100T TBM 73.33 300'0010017 L5 44.83 '7T. 659080 NV- 11;,57 (S) SSMH I R M 126.98 1 _ A/C DRIVEWAY / IN 113./6 (C R CH 1N,L N,� ✓1 INNV= 162.86 V 11.4' \ (AB 6091 eD 12' 0 !) w CHANNEL E,I �/ ❑7GC ..7.._ 7/ / /F 77-// "�T / /�; >T/ 7�R /l'/ I .,- 77 /� � SOUTH55THSTR - Ti ��z /T T�77 T,- /r / /- /;7r�.� _ - -- -- - �- �C L _- ,ASIS OF BEARINGS I _ /7i�i /7 /Y 0 1 I ; - 3 N✓ 10901 / OF 12 +0'G' ) _ _ - I ib� 14+94.53 I n� 19a2_ o A I _7m v z7'DS °� I; bs - \t, C /:•f+�C _ z n �. ' �, TE FTF , s a \_ _ _ 1 T i +o0 T /41 �_C �_,�N -._L' 88'27• ' ..1.860.... AS GA�.. a &6A'SS u�.i3255 W� GAS _A A,S .S __� _ - -� y�l�J^ /� ✓1T. - _ / I V 1200 - h - - -� � - I� -CiA lFVF - v V �1� t'IIP / � z } v'o5' E-6 3 7 E W. NE 3R0. 1 A / 63' "� -- �V I_ �i�� i �I\ L - - _- '� I c' III VD %IIr // r Q, ti m SITE m 'o SCALE- 1" = 30' VICINIT 30 15 0 30 60 95E 1 = ) o LO� #17 II i I� I LIOT #1 4,9841 SF I s,27a SF ( LEGEND 03 I/ EXISTING MONUMENT (AS SHOWN) �I I 0V w ;� V L �/ L - + 9 I I �'� <r SANITARY SEWER CLEAN OUT CO '\2 RIB V A n - 90' - A \ - -� qIq'` Cow SECTION 1/4 CORNER NOT FOUND -CO ( ) \•� A I. �ca I ( -__ ��- - - } - -�V X50' 8T -_ �. \ \ {}P POWER POLE 5 \ 6'' \ I �\ -� \ \ -I \ \ \ SECTION CORNER NOT FOUND -�- GUY POLE �+ \ \ \ \ \ FOUND REBW CAP OR I.P. IRON PIPE DATE u Ia r\ 1J s \ 1V01 #1� \VI '� A. ( \ I V A / ( ) (DATE) ❑W� WATER METER 057 SF CALCULATED WATER VALVE S 46th gI u s S 50th'ASI S 50th PI S 51st CI Se 192nd I LINE TABLE LINE LENGTH BEARING L1 93.90 SOROO1001E L2 0.00 S00'001001E L3 47.81 SOROO100T L4 73.33 300'0010017 L5 44.83 S4WOI'27w a V - BD - J v D' WNTER V 4,061 SF V (P) PLAT ' MAILBOX \ I I S895428'E 135.2]3 A A I _A_ v A V I I IMH 0 A A LL _ A I I (M) MEASURED � _ � I I UTILITY POLE ,wcHDR 7.7 \ _ _ I I TBR TO BE REMOVED U FIRE HYDRANT (2 NOZZLE) 4 I U N IM' =: 12.93 CURVE L I 24" ADS DELTA T TANGENT C1 7 78.58 1 100.00 4 45'01'27" 4 SDMH DIVEST COMMUNICATIONS 1055 SOUTH GR40Y WAY = 1 16.87 RENTON, Wit 98055 PREMIS BUREAU, 4TH FLOOR 1,- 111.62 (NE) = NV- 11;,57 (S) I 1 u A/C DRIVEWAY / \1 310' SSMH RIM = 115.38 INV = 105.61 (S) INV= 105.71 (S) p 1 1 l'URVETABLE CURVE L LENGTH R RADIUS D DELTA T TANGENT C1 7 78.58 1 100.00 4 45'01'27" 4 41.45 \ \ I \ ,\ f- \ I 1 F.0.1 /. RIGHT -OF -WAY TYPE 1 NGPA SIGN h p ,.O A A \ V A I - A AV I. I I I P.O.U. POINT OF BEGINNING Q r V I PROPOSED WATER o p I 240' \ - E UIPMENTANDPROCEDURE \\ \ \ TRACE 998 p \I\ 40T #3 \ d' G, CEN ERUNE PROPOSED SA 4RARY SEWER 6g51S OF BEARINGS S PUT OF I \ \0 EN SPA LE \ - � 3, 7 SF \ \ 1 C-5 CHAIN LINK FENCE - -- -- PROPOSED STORM DRAINAGE TALBOT ESTATES VOL 17211 -3 \\LOT #14 I I LOT #15 I � �1 \ml 12. ' 12.D' I 1I:` wooD FENCE \ 6,449 SF \ \ PROPERTY ONE 0 T I (T -O�j o A 4,570 SF \�ry N 5,.63 SF V A A I A �J ` V 1 1 P1.5. WATER SURFACE . n TRACT \ \ Io w \ \ \ \ - r -- V \ \ I --X--X- . EXISTING FENCE ONE BM W \ OP EDGE OF PAVEMENT CRY OF RENTON 11927 D@TENT - �I A I \ 87 1 1 VAULT \ c I A D/W ci START r - - - - - - ° 1 1 Bov/ BOCK of wax 'j EDGE OF PAVEMENT KING COUNTY CONCRETE MONUMENT AND CASE /N I I 9,655 SF >i I A A I 20' AC ESS V I .� y I A '^ - ( - - - - SOUTH AND 50' SOUTH OF CENTERLINE OF 192ND ST. I I v 11 I 1 V & UTILIZE' 57A 2 +51938 _+ 1 I I M I 1 +°'- O c0 STORM DAMN CATCH &SIN CB) -X - Ll75RNG CONIOIIRS GRATE! SHOULDER 3.9' WEST EA OF TALBOT R04D 1 I \ I EASEMENT \ \ \ o ° °\ ,I PROPOSED CONTOURS ELEVATION = 123.70' I� J b �J I I 1 � STORM DRAIN MANHOLE (SDMH) 1 °� n - - } - - \ 1 LOT SD -�-, PRE - EXISTING DRAINAGE PATTERN > - ¢5. '� \ PC = 2 +1.0. I I 1 $,923 SF I '"', O SS SANITARY SEWER MANHOLE (SSMH) TBM _ \1 \\ �� I �I 'moo I \\ 171.92 INV= 162.86 (GTR. CHANNEL EW) • \ f I \•r, . I I i �, y _ZONE R-6 _ - - - - II - \ ti 7931050!53 VERWA DATUM: -7111' _ I 1 82 \ \ \ �z' RAVEL / I HEARING EXAMINER'S DECISION. MVEI 88 JI- o \ \ AcCESs LOT #13 / I f _ ENGINEER /CONTACT SURVEYOR RDA I 5, 187 SF / �\\ 18,670 SF� I II 1 L 0 SF I I \\ \ 1. THE PTHEOOPENPSPACE SHALLL PLAT BE (PLACED IN A SEPARATE TTRACTEAND THAT TRACT BE DEDICATED TO A HOMEOWNER'S ASSOCIATION OR Nis✓t,YlT ENG9499MJG COMPANY HANSEN s4Rl£YIiG \ • \ 1 I III a, I .fie I I - IT I I OTHER WORKABLE ORGANIZATION ACCEPTABLE TO THE DIRECTOR, TO PROVIDE CONTINUED MAINTENANCE OF THE RECREATION SPACE TRACT P.O. BOX 1478 17420 116TH AWE SE \ CONSISTENT WITH KCC 21AI4200 EVERETT WA 98206 RENTON WA 98058 - -� I ✓ I I - - - - I - -1- `j 2. THE APPLICANT SHALL RE- DESIGN THE GRADING PLAN, TO PROVIDE AN OPEN SPACE TRACT THAT DOES NOT EXCEED THE 5 PERCENT CONTACT: S4NTHOSH MOOUYIL CONTACT. RODNEY HANSEN GRADE MAXIMUM THE UPDATED GRADING PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT (425) 25) 3063 (425) 235 -8440 II 9 I _ 8T r I \I MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE FAX (425) 303 -9362 3. THE APPLICANT SHALL PROVIDE A RECREATION SPACE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER 897 F \ x I I I WITH THE CONSTRUCTION PERMIT APPLICATION. THE RECREATION SPACE PLAN SHALL BE APPROVED PRIOR TO CONSTRUCTION PERMIT OWNER APPLICANT r 3 ° I ISSUANCE AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE KING COUNTY CODE, INCLUDING KCC 21A14 180 1 I 115' UTILI71•I o \ \ D/W CUT END I I \ I /-V 4. A LANDSCAPE PUN AND IRRIGATION PLAN CONSISTENT WIT KCC 21A 16.115 SHALL BE PROVIDED FOR RENEW AND APPROVAL BY THE M.T. DEVEI PI",, LLC IA.YS PACE HG SEMEN] V \ I STA 2 +64.50 1 S4' / \ \ LOT #6 I III I CURRENT PLANNING PROJECT MANAGER WITH THE CONSTRUCTION PERMIT APPLICATION THE LANDSCAPE PLAN SHALL BE APPROVED PRIOR 11625 RAINER AVE. S 11625 RAWER AVE. S. \ \ \ OT #j'�' \ \ 1 I I P \ 1 1 / \ \ 4,099 SF I I TO THE CONSTRUCTION PERMIT ISSUANCE SEATTLE WA 98178 -3983 SEATTLE WA 88178 -3983 I \ \ \, 134 SF \ ° 1 0 ,•� I 5. THE APPLICANT SHALL REDESIGN THE WETLAND TRACT TO COMPLY WITH THE WETAND MITIGATION REQUIREMENTS IN 21A24 J40 AND (206) 772 -2300 LT 997 \ \ /! \ PROVIDE AN EVALUATION PREPARED BY A QUALIFIED PROFESSIONAL IDENTIF)ING COMPLI4NCE WITH THE REQUIREMENTS OF 2IA24.340 FAX: (206) 838 -2791 N A \ \ I \ \/ \ co \ �• - - - - - \- - - - - J \ PRIOR TO CONSTRUCTION PERMIT ISSUANCE THE UPDATED WETLAND TRACT AND ASSOCIATED MMG47ON DOCUMENTS SHALL BE APPROVED 131\31 SF - -\ BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. - - \- - LEGAL DESCRIPTION , , I T -T� - - S _ 6. AN ACCESS ROAD AND EASEMENT SMALL BE PROVIDED FOR THE CITY TO SANITARY SEWER MANHOLE 13. SUCH ACCESS SHALL BE FROM 1 \ \ 1 \\ r - - - \ I (- - - - 1 \ \ I \ BY THE PPoUAN REVIEW PROJECT WMGER DRAVAULE SURFACE. REVIEW AND CONSTRUCTION PERMIT APPROVAL OF THE ACCESS ACCESS EASEMENT SHALL BE RECORDED PARCEL A' 3 \ I \ \ �I \ �' I I ` \ \ I \x \ OLD THE FINAL PUT. SPRINGBROOK ACRE TRACTS LOT A" KING COUNTY 50• \ I' 7 THE TWO PRIVATE ACCESS EASEMENTS SHALL BE RECORDED AT THE TIME OF THE FINAL PUT RECORDING. BOUNDARY LINE AWUSTIEINT NO L05LOO92 RECORDING 4 \ I BU I \ \ I , 1• °^ I ROT #�\ \ a \POSTE 8. THE APPLICANT SHALL PROVIDE A TREE RETENTION PLAN WHICH IS IN COMPLIANCE WITH THE KCC 16 -82 -156 FOR REVIEW AND NUMBER 20060523900010 BEING A PORTION OF NE 114 OF 5 \ 6 ATP I I \ I I W R° I �\ APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. THE NE 1/4 SECTION 06, TOWNSHIP 22 N, RANGE 05 E, 36 SF _. 1 \ \ i, I I l I I 9. THE WETLAND TRACT SHALL BE PLACED IN A NATIVE GROWTH PR07ECTION TRACT AND SHALL BE RECORDED ON Off FACE OF THE PUT. XING COUNTY, W.M. 1;247 SO. FT. T� I I ' \ I I °' - I I I � 20' ACCESS & I I \ x \ \ IN ADDITION, A HOME OWNER'S ASSOCL477ON SHALL BE CREATED AND EACH LOUD OWNER OF THE SUBDIVISION SHALL HAVE A SHARED (ON PROPERTY) I I \ I\ \ \I I °_ \ I I I n -F U, I UTILITY €ASEMENT 1 _ - - - J \ \ UNDMDED INTEREST IN THE NAPA TRACT. iV \ I 2OF 10. IF NOT DONE SO ALREADY, CITY STAFF SHALL ENSURE THE PROPOSAL COMPLIES WITH THE CIIYS CONCURRENCY REOUUTIONS AND THAT ClTYOFRENTON TAI I o m I 1 \ \ I 1 I t.• �, - \. \ ALL OFF -SUE TRAFFIC IMPACTS HAVE BEEN ADEQUATELY MITIGATED. \LOT #I1\ } J -�- - 1- - -T - -+ \ I' T.P '� LOl 10 I L0.(#9 'F -I - I - - x APPR0VFDBY ° ^�' DATE: 11 7.>- / 9 5,405 SF v �I SHEET INDEX / u \ 4,083 F 3,999, SF 7, 1 I ,L I I A V V A I I 1 1 OTO 1 I I C1 COVER SHEET I -DISTURBED BUFFER I 1.14T�245F \ \ I \ \ I I I III I I 1,925 SF I I I C2 GRADING PLAN I \ \ \ 1 I I I^ R=377601 C3 �C P� APPROVEDBY- DDUV Ail DATE 11 2611 \2,406 SF y p, I I IT I II I * 1 \\ Ivy / I C4 GRADING DETAILS CS ROAD & DRAINAGE PLAN C6 ROAD & DRAINAGE PROFILE II I T I / C7 DETENTION PUN & DETAILS \ 52' / 8' L - - t55' - - �\ L _ ., u,1 IJ L _ - J 1 L - C8 DETENTION DETAILS APPROVBDBY( -� DATE lL•1 \ C9 FRONTAGE IMPROVEMENTS I 45 - - -�� - - - - - J / / CIO FRONTAGE IMPROVEMENTS 35263' \ \ I 1 C11 NOTES AND DETAILS V C12 IXISRNG FEATURES MAP Cf3 STREET LIGHT PLAN m , / Cf4 STREET LIGHT NOTES AND DETAILS "CONNECTING TO g ? SW1 SEWER & WATER PLAN IX. SIDEW K (3a63�-F 22 SW2 SEWER & WATER PROFILES SW3 SEWER & WATER DETAILS 8557200010 m z /� Poi POST OFFICE APPROVAL PLAN mp Eo 3 6 7 L1 -L3 LANDSCAPE & RECREATION PLAN INSIGNT INOINS•lINO CO. 8557200020 8557200030 8557200060 P.O. BOX -1478 N - 8557200070 8557200080 S1.1 -S1.4 VAULT STRUCTURAL PLANS EVERETT, WA 98206 VTILITYANDSER VICE PRO VIDERS NOTE: (425) 303 -9363 (425) 303 -9362 FAX 1. THE OPEN SPACE TRACT 998 INFOQINSIGI-ITENGINEERING.NEI• CABLETV' FIREDISTRICT• HOMEOWNER'S ASSOCATION.E 2 CITY COMMENTS JRC 10-28 -2014 S� ADDRESS RENT 5 1 AND Sr. RENTON, WA 98055 COWC4ST KING COUNTY FIRE DISTRICT 137: 2 REFER TO THE APPENDIX OF THE IN 1 CITY COMMENTS SJM 8T- OS -201a 4020 AUBURN WAY NORTH EAST KENT FOR WETLAND BUFFER MITIGATION PLAN. TAX ACCOUNT NO.'S 793100015106 Po BOX 1048 24611 116TH AVE S.E. REV. NO. DESCRIPTION warns DATE AUBURN, WA 98002 KENT, WA 98030 PHONE.. (253) 859 -3322 SCHOOL DISTRICT. POWER AND GAS.• TALBOT& 55THAVE PLAT RENTON SCHOOL DISTRICT 1403 PUGET SOUND ENERGY 300 SW 7TH ST. 10885 NE 471 STREET RENTON, WA 98055 P.O. BOX 97034 PHONE (425) 204 -2300 BELLEVUE, WA 98009 -9734 WATER AND SEWER TELEPHONE .• CITY OF RENTON DIVEST COMMUNICATIONS 1055 SOUTH GR40Y WAY 450 11071 AVE. NE RENTON, Wit 98055 PREMIS BUREAU, 4TH FLOOR BELEVUE, WA 98003 3. TRACT 999 SHALL BE OWNED & kWNTaNED BY HOA AN EASEMENT OVER AND ACROSS THE TRACT SHALL BE DEDICATED TO THE CRY. PARCEL: 7931000151 VACANT SITEAREA: 126815 SF (2.91 Ac) 114,618 SF (2.63 Ac.) 40FSECETON6, TWP.22N., RGE SE, W.M. I TALBOT & SSTH AVEPLAT SHEET Cl COVER SHEET of 14 C7i : -R-3-7760/