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HomeMy WebLinkAboutLarge Format,. i , __ ? ,{./<_.,. .. . / >< o u o z m 0 , " u 11: "' ffi ~ l:i 0: X " " ,! ':I a: ~ 0.. ' '° 0 " ' ,, ~ 0 N ., N "' ii c-i I "' e, 00 ;::: "' ~ e-, I ,, ,o 0 '° 0 ./ CJ ;,:::: p ./ ,_ '° 0 ,n 0 ./ '1" 0 0 N " ~ a 0 0 ;.. "" "' " cJ ""' ./ 0 w (.) :5 o___ z :5 (.) w m z <l: _J 0.... z 0 I--z w ~ a::: w w a::: I-- ~ CL <I) 0 ~z ~ o 0 a 3 :>,; E-- E--z ~ -~ Ii u~ 6, C Cl I[) II -cJ :, m '--0> C C C 0 £l. n-: £l. £l. <,: w I;;: 0 z 0 (/) ~ Ct'. ci z BECLAN PLACE A PORTION OF THE NW ~ OF THE NE ~ OF SEC. 15, TWP. 23N., RGE. 5E., W.M. EARTHWORK QUANTITIES CUT: 9,485 CY FILL: 20,946 CY NET FILL: 11,461 CY *TOTALS SHOWN ARE BANK CUBIC YARDS AND ARE FOR PERMITllNG DESIGN PURPOSES ONLY. CONTRACTOR(S) SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES FOR THE PURPOSES OF BIDDING THE PROJECT. EROSION CONTROL NOTES BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE . CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME : THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, . REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITIEE. THE EROSION AND SEDIMENTATION CONTIROL SYSTEMS DEPICTED ON THIS 1 DRA\\1NG ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITIEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES \\1LL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTIRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL 415 ) J 20 Lf PERF. 6"; .:_I ~- PVC LAID ON lHE / SURFACE O 0.00~ J. •1-•• t, INSTALL lREE PROTECTION PER DETAIL #1, SHEET lR-2--- PROJECT DISTURBED SOiL AREAS GREATER THAN 5,000 SQUARE FEET, THAT-" __ _, ... ARE TO BE LEFT UNWORK~[LEOR MORE THAN TWELVE {12) HO~A(L BE COVERED BY MULCH, SODDING, OR PLASTIC COVERI.N.G. .. ~ --~· ,,,,_,, ··--•~"'~--,.,c·'·""-'- IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE \\1LL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITIEE, BUT MUST BE AUGMENTED 111TH MULCHING, NETIING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3: 1 SIDE SLOPES. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8" OF 4-TO 6-INCH QUARRY SPALLS SHALL BE LOCA TIED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. VERTICAL DATUM: CITY OF RENTON, NAVO 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1'' IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) CONSTRUCTION SEQUENCE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10, ARRANGE AND ATTEND PRECONSTRUCTION CONFERENCE. SURVEY AND FLAG WETLAND BOUNDARIES, LANDSCAPE BUFFERS, WETLAND RECONSTRUCTION AREA AND CLEARING LIMITS. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE. DEMOLISH EX. STRUCTURE DESIGNATED FOR DEMOLITION CLEAR RESIDENTIAL AND DETENTION VAULT AREA. GRADE AREAS FOR INSTALLATION OF TEMPORARY SEDIMENT POND. CONSTRUCT PERMENANT STORM DRAINAGE SYSTEM CB#1 TO CB#2 CONSTRUCT TEMPORARY SEDIMENT POND. STRIP NATIVE TOPSOIL AND STOCKPLIE AND COVER AT APPROVED LOCATION FOR RE-APPLICATION IN REAR YARDS OF FUTURE LOTS. GRUB AND MASS GRADE AND ADJUST INSTALLATON OF TEMPORARY INTERCEPTOR DITCHS AND CHECK DAMS ALONG WITH OTHER EROSION CONTROL FACILITIES AS NECESSARY DURING THE GRADING PROCESS. DURING THE WET SEASON DO NOT CLEAR ANY MORE AREA THAN CAN BE STABILIZED, PER EROSION CONTROL PLAN, IN A GIVEN WORKDAY. 0 D 0 11. EXCAVATE FOR PERMANENT DETENTION VAULT. 12. CONSTRUCT ROCK WALLS. 13. INSTALL BALANCE OF STORM DRAINAGE SYSTEM. TEMPORARY PLUG CB#1 TO VAULT. 14. INSTALL CATCH BASIN SEDIMENT PROTECTION, ALL CB'S EXCEPT FOR SOLID LOCKING NON-INLET CB'S. 15. CONSTRUCT PERMANENT DETENTION VAULT. 16. INSTALL REMAINDER OF THE WET UTILITIES; SANITARY SEWER, WATER AND PRIVATE ROOF DRAIN PIPE . 17. INSTALL ROOF DRAIN DISPERSION PIPE FROM LOTS IN WETLAND A BUFFER . 18. CLEAN DETENTION VAULT AND CONNECT TO EXISTING DOWNSTREAM STORM DRAINAGE SYSTEM. 19. INSTALL DRY UTILITIES; POWER, TELEPHONE, CABLE, AND GAS, 20. REMOVE CONSTRUCTION ENTRANCE. 21. DEMOLISH EXISTING ASPHALT PAVEMENT PER PLAN 22. PAVE STREET SURF ACES. I ' CITY OF RENTON, KING COUNTY' WASHINGTON TREE RETENTION CALCULATION 1. NUMBER OF EXISTING SIGNIFlCANT DECIDUOUS lREES = 76 2. NUMBER OF EXISTING SIGNIFlCANT EVERGREEN lREES = 69 3. TOTAL SIGNIFlCANT SITE TREES = 145 4. NUMBER REQUIRED TO REMAIN (25% OF 145) = 36 5. NUMBER SCHEDULED TO REMAIN = 33 6. TOTAL SIGNIFlCANT lREES NEEDEDTO BE REPLACED = 3 7. REPLCEMENT CRITEIM 1-2" CAL lREE PER EACH lREE REMOVED ~~ \-\ 8. TOTAL REPLACEMENT lREES 3-2" CAIL (SEE LANDSCAPE PLAN SHT L1.2) NOTE: ALL 22 EX. lREES \\rill IN lHE \\£TLAND AREA SHAll REMAIN. I / ·-.~ tf.~~j_-/--(-t-lJ-=~:::::-~-~-----tt--::::::!t,,;?"' ___ INSTALL lREE PROTECTION PER DETAIL #1, SHEET lR-2, '·,.. lYPICAL GRAPHIC SCALE ,~'--, -T __ ____,T ( IN FEET ) 1 inch = 50 ft. TREE PROTECTION LEGEND: --~"-\--L .. -' · '. -·~ 23, HYDROSEED, FERTILIZE AND MULCH ALL REMAINING DISTURBED AREAS. 24. AFTER THE SITE HAS BEEN PERMANENTLY STABILIZED, CLEAN STORM DRANAGE SYSTEM. REMOVE CATCH BASIN INLET PROTECTION. 25. FILL IN TEMPORARY SEDIMENT POND 111TH ONSITE MATERIAL AND AT OPTIMAL MOISTURE CONTENT OR STRUCTURAL FILL AND COMPACT SEDIMENT TRAPS TO 95% MAXIMUM DRY DENSITY. REMOVE OUTLET PIPES. HYDROSEED EXPOSED SURFACES. 26. REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES. 27. CALL FOR FINAL INSPECTIONS. INSTALL lREE PROTECTION PER DETAIL _ #1, SHEET lR-2 -- .. ,,~ Wood W II CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date _________ Date _________ Date NO. REVISION CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 BY APPR. DATE TREES TO BE RETAINED AND PROTECTED IN MINOR AMENDMENT SUBMITIAL CITY &"f .. SCHWEIKL & ... ,,a ASSOCIATES, PLLC CIVIL ENGINEERING & PRO.ECT IIANAGEIIENT 1495 SOUTH J751H STREET FEDERAL WAY, WA 9800J Bu,c {253} 226-4508 bschweiklfisacivil.nef OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE TREE RETENTION PLAN DESIGNED: BAS DATE, 06/22/12 FILE NAME, 05057-TR1 DRAWN, BAS CHECKED BAS SCALE: 1" = 50' FIELD BOOK: PAGE: APPROVED: SHEET, TR-1 OF, 2 DIRECTOR DF PUBLIC IJDRKS N N N 0::: ~ f-'-., I ~ N " l?i ON N I ':;.: zo 0:: (0 g ~ ID ~I-~o ! w ;o ~ ~ ~ " • c U) 0 _J <( ~ 0 --0 ---z o <( z w "' u 0 U) • :'5 w 0.. I- 0 z :z :'5 :z u 0 w ii OJ I- "' :z "' w ~ ~ w 0:::: 0 ii: "' w "' w w ~ 0:::: I- - ...; ·~ 0. Q) 0 "' ~z g <J) ."'- ' a. Oo L 0 >-, ~ ,: .S! ~z _o :, """"" i::i::l (L u~ '-., w O' Ii C 0 -0 >-':i 0 ~ OJ a. ·1' '-., 0, C ~~ 11 C ., .. C 0 (L ~ ~<:. ~~ 2 ~-~~ ::, !.Iii! ';,: ~. 0 i§ • 0 " -~ z ~ ,: ~ 0 0 za 0 Ii -o w• I • ji!5~ <f) ~ ~5 :Q eZ~ •• ~ -~ LL ~ ~ :2 "' lw •• CD ~ I i ~ a " ~ • 0 0 0:: (L (L .,: w ~ " 0 w "' X ;s >-cc OJ 0, -+ 0i N r.i N 0 N ,_ N o, ---"' N I "' E-• ~ z "d c,j 0 '" <f) ~· GS I r-- "' 0 D:'. ,o 0 / v " cc, / ,, "' 0 "' ' 0 / -+ 0 0 N " w ~ 0 "' " '2 0 0 ~ " z C: '" "d " " ""' / (.'.> BECLAN PLACE A PORTION OF THE NW ~ OF THE NE ~ OF SEC. 15, TWP. 23N., RGE. SE., W .M. CITY OF RENTON, KING COUNTY, WASHINGTON DRIPLINE DRIPLINE PROTECTION MEASURES DURING CONSTRUCTION: 24"x24" SIGNS TO BE INSTALLED ON FENCE EVERY 50-FEET (MIN. TWO (2) SIGNS) 1 .. 1RESl'ASS1NG PROTECTED m" 10-FT SPACING (TYPICAL) - - C, I -<O 'b I co NATIVE GROUND • 0 I C'oJ SIX FOOT (6') TEMPORARY CHAIN LINK FENCE PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT ARE TO BE RETAINED IN AREAS SUBJECT TO CONSTRUCTION. ALL OF THE FOLL0\\1NG TREE PROTECTION MEASURES SHALL APPLY: A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY \\1THIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING -PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR ( 4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE RE'v1E\\1NG OFFICIAL MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS. F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED BY THE REVIEWING OFFICIAL TO PROVIDE EQUAL OR GREATER TREE PROTECTION. TREE PROTECTION FENCE NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date __ _________ Date __ _________ Date __ CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ----... CITY &"f ~ SCHWEIKL & A.9.AI AS&>CIATFS, PLLC CIVIL ENGINEERING l PROJECT MANAGEMENT 1945 SOUTH 375TH STREET Bus: {253} 226-,1508 FEDERAL WA. Y, WA 98003 bschweikl(Jsacivil.net OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE TREE RETENTION NOTES AND DETAILS 1---+------------J---f---+-----J-D_E_SI_GN_E_D, __ B_AS __ -j DATE, 06/22/12 FILE NAME: 05057-TR2 DRAWN, BAS f--+------------1---J...--I------J-C:--H=Ec=--K=E=D,-=s=As=----i SCALE, AS SHOWN FIELD BOOK; PAGE: NO. REVISION BY APPR. DATE APPROVED, SHEET, TR-2 OF, 2 DIRE'.CTCIR CIF PUBLIC ',,/'DRKS ! BECLAN (AKA BECLAN PLACE) SHEET 1 OF 3 LUA-12-094-FP LND-10-0460 BEING A PORTION OF THE NW1/ 4 OF THE NE1/ 4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON . "' g ~ . I ;:: . ,-. "' <O I~ "' <O ,_ FOUND 3" SURFACE BRASS DISK MONUMENT WEST OF INTX OF FIELD PL NE & NE 4TH ST 660.64' FOUND 3" SURFACE BRASS DISK MONUMENT W/PUNCH. CITY OF RENTON CONTROL POINT NO. 1851 [JUNE 2012] S85'40'56"E, 1B.69' FROM N1/4 CORNER 661.19' ?'!.------ .~ \- _ __ ...;;:;661.75_' __ _ "' ~ 0 ui n - FOUNO MONUMENT IN CASE 2" BRA~Y W/ f'UNCH DN. 0.3D , 0.30 N. OF THEORETICAL CENTER (HELD THEORETICAL) FOUND 1-1 /2" ALUM DISK AT IND: NE 4TH ST & HOQUIAM AVc_ N88'21 '08"W 2642.57' ;... <O ,i "' S88'23'06"E I 1322.39' 660.64' FOUND 3" SURFACE BRASS DISK MONUMENT WEST SIOE OF NE 4TH ST & HOQUIAM AVE ;... 0, ;:g I <O I . .... "' "' n .._\. - _w i ·o .... "' 372.01' .:__ __ _: "' b 0 z w w z 2 bo . !:5 w ,-.z ::Jz I "'1 w w ~~ ; SITE ~ ~ 5 0 , OI io1 :J_:-------::;~0 :---,,6b"'1_.1,,,...o------1-\ !_ c._ __ _ S88'25'05"E 1323.49' 1325.70' N.E. 2ND STREET -1 .----_, FOUND MONUMENT IN CASE 1-1/2" IP W/PLUG DN. 1.0 AT INTX JERICHO AVE NE & 144TH AVE SE ~I n n - ,w 0 _+ '° "' 81 z N88'29'01 "W 2651.39' Vicinity Map Scale N.T.S. w V) w SITE ii: ~ ~ ~ ::, 0 NE 2ND PL NE 1ST CT NE 1ST ST SE 2ND ST CONFORMED COPY SE 134TH ST NE 3RD PL NE 3RD ST. w V) w ii: ~ .... SE 2ND PL 20130425000039 CITY OF RENTON PLAT 13S.00 PAGE-001 OF 003 04/25/2013 08:53 NE 4TH ST. w z ~ NE 3RD ST. 0 :r: C, ffi ~ NE 2ND ST. w z w ii: 0 I C, °' w ~ w z w ii:. V) z §" ~ MANAGER SUPERINTENDENT OF RECORDS PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A ''[RIMBLE 5600" TOTAL STATION, AND ''[DS RANGER" DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, BETWEEN MONUMENTS AND PROPERTY LINES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. HORIZONTAL DATUM -BASIS OF BEARINGS HORIZONTAL DATUM FOR THIS PROJECT IS NAD83/91 PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 478 WAS HELD FOR POSITION. A LINE FROM CITY OF RENTON CONTROL POINT NO. 478 TO CITY OF RENTON CONTROL POINT NO. 1852 WAS HELD FOR ROTATION, BEING N64'44'52"E. LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF BECLAN (AKA BECLAN PLACE) IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT IBE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT IBE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS STAKED CORRECTLY ON THE GROUND AND THAT I HAVE FULLY COMPLIED Willi THE PROVISIONS OF THE PLATIING REGULATIONS. ~~~ 4/17113 BRIAN D. GILLOOLY,P.4 """-------------------................ ...., .................. ____ .... ____ ,, __________ J 10 11 1321.29' S88'25'05"E 1323.49' FOUND J" SURFACE BRASS DISK MONUMENT W/PUNCH. INTERSECTION OF NILE AVE. N.E. & N.E. 4TH ST. CfTY OF RENTON CONTROL POINT NO. 1852 (HELD FOR ROTATION) [JUNE 2012] -. z;l ,i " <O ----------,.\ N ----'ll ,w BECLAN PLACE-LIMITED INFILTRATION BMP TABLE MWMUII L!t1m1 11.\XIIIUM 111!'8MJUS If LIIIIIED Ill% I\IPEJM)(JS ~RS\ !: US!tlG lNfilR4.TIOO lRENOl LDT 551 IM/~ MIT~TED .I REDUCED fOOl~I~ il{ IISltl:: IJMll!D LOT AREA /ID SO. FT. /ID ISO. FT. IIMP ISO. Fl, TRllllll BMP 1 9063 4984.65 498.47 4486.18 62.3 2 780() 4_7qo.oo 429.00 3861.00 53.6 3 7800 429,).00 429.00 3861.00 53.6 4 7800 4290.00 429.00 3861.00 53.6 5 7800 4290.00 429.00 3861.00 53.6 6 7800 4290,00 429.00 3861.00 53.6 7 7800 4290.00 429.00 3861.00 53.6 8 9096 5002.80 500.28 4502.52 62.5 9 7825 4303.75 430.38 3873.37 53.8 10 7819 4300.45 430.05 3870.40 53.8 11 7813 4297.15 429.72 3867.43 53.8 12 7806 4293.30 429.33 3863.97 53.7 13 7800 4290.00 429.00 3861.00 53.6 14 7604 4182.20 418.22 3763.98 52.3 15 8480 4664.00 466.40 4197.60 58.3 16 7223 3972.65 397.27 3575.38 49.7 17 7211 3966.05 396.61 3569.44 49.6 18 9023 4962.65 496.27 4466.38 49.6 19 7336 4034.80 403.48 3631.32 50.4 20 8638 4750.90 475.09 4275.81 59.4 21 7995 4397.25 439.73 3957.52 55.0 22 8128 4470.40 447.04 4023.36 55.9 23 8446 4645.30 464.53 4180.77 58.1 24 7841 4312.55 431.26 3881.29 53.9 25 8344 4589.20 458.92 4130.28 57.4 26 7334 4033.70 403.37 3630.33 50.4 27 7547 4150.85 415.09 3735.76 51.9 28 8432 4637.60 463.76 4173.84 58.0 29 7507 N/A" N/A" N/A" N/A" 30 7203 N/A" N/A" N/A" N/A** ' MINIMUM LENGTH OF TRENCH BASED UPON APPLICATION RATE FOR SANDY LOAM (125LF/1000SF OF IMPERVIOUS) SEE AESI TECHNICAL MEMORANDUM DATED AUGUST 15, 2012 " LOTS 29 AND 30 PROVIDE WETLAND RECHARGE FOR TRACT B WETLAND. NOTE: REVISED TABLE DUE TO FINAL PLAT REVISIONS. PROPERTY WITHIN THIS PLAT IS SUBJECT TO DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS. SEE PLAT NOTE 14 ON SHEET 2. 1325.70' LEGEND FOUND 1" IP "LEANING" + FOUND SECTION CORNER AS NOTED FOUND QUARTER CORNER AS NOTED FOUND MONUMENT AS NOTED 200~ ___ 4-',00 l ii\.s d 1 H = 200· 15 . oc, I .+ _\ .1 "' b 0 z 14 z 0 VJ Cc'. w 0 z ;;; ~ 0 u v, CD "' -f S' 0. < JOB NO. 15615 ru -----------------------: ~ Barghausen Consulting Engineers.Inc. Civil Engineering, Land Planning, Surieying, Environmental Seriices 18215 72nd Avenue South Kent, WA. 98032 Telephone: ( 425) 251-6222 Fax: ( 425) 251-8782 ~ / "' co "' / w 0 0 0 '° /. PORT. NW1/4 OF NE1/4, SEC. 15, T23N-R5E, W.M. 't f------------------------l~ SHEET 1 OF 3 BECLAN (AKA BECLAN PLACE) SHEET 2 OF 3 LUA-12-094-FP LND-10-0460 BEING · A PORTION OF THE NW1/ 4 OF THE NE1/ 4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTIONS: PARCEL A: LOT 3, KING COUNTY SHORT PLAT NUMBER 488038, RECORDED UNDER RECORDING NUMBER B909120157, IN KING COUN1Y, WASHINGTON. PARCEL B: THE EAST 310 FEET OF THE SOUTH 200 FEET OF THE FOLLOWING: THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH AND WEST 30 FEET FOR ROAD PURPOSES; AND EXCEPT THE EAST 30 FEET CONVEYED TO KING COUN1Y FOR ROAD PURPOSES BY DEEDS RECORDED UNDER AUDITOR'S FILE NUMBERS 1408997 AND 4918232. PARCEL C: THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; AND RUNNING THENCE SOUTH 88'22'52" EAST, ALONG THE NORTHERLY LINE THEREOF, 30 FEET, MORE OR LESS, TO INTERSECT A LINE WHICH IS PARALLEL TO AND 30 FEET EASTERLY, MEASURED AT RIGfrr ANGLES, FROM THE WESTERLY LINE Oi' SAiD SUBDIVISION; THENCE SOUTH 0'28'40" WEST ALONG SAID PARALLEL LINE, 200 FEET; THENCE EASTERLY, PARALLEL TO THE NORTHERLY LINE OF SAID SUBDIVISION, 300. 70 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE CONTINUING EASTERLY PARALLEL TO THE NORTHERLY LINE OF SAID SUBDIVISION, 300.780 FEET TO INTERSECT A LINE WHICH IS PARALLEL TO AND 30 FEET WESTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY LINE OF SAID SUBDIVISION; THENCE SOUTH 0'25'28" WEST ALONG SAID PARALLEL LINE 226.91 FEET; THENCE NORTH 88'24'50" WEST, PARALLEL TO THE SOUTHERLY LINE OF SAID SUBDIVISION 300.80 FEET; THENCE NORTHERLY 227.09 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: THE NORTH 117 FEET OF THE EAST 280 FEET OF THE SOUTH 417 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUN1Y, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF. PARCEL D: THE NORTH 117 FEET OF THE EAST 280 FEET OF THE SOUTH 417 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUN1Y, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES ,NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN HEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING OUT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTl1Y OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTl1Y IDENTIFIED AND FOR THE PURPOSE STATED. IN wrrNESS WHEREOF WE SET HANDS AND SEALS, ~ TH~UADRANT CORPORATION, A WASHJNGTON CORPORATION BY:~.,..:,,.,, 6...c..,&Jy"' ITS: t)ij,.. Pr"' I I c.t,.A-" ACKNOWLEDGMENT STATE OF WASHINGTON COUN1Y OF k1..:>,< l ss. CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ~>-t-.1-.ll I<(" t;flCIL'If...S. ___ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED-----------, (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE a///////,~W/,;_..,._-- V1 ~ PIZ.JZ. SI QIO)\OF THE QUADRANT CORPORATION TO BE THE FREE AND ,\~ o"!./~,;~ VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE ,,\' "'~.,9., INSTRUMENT. f: :: u ~'!f.lt.-'( , J.1 /1 • \;, •. 'llr,l-tlli, . .. ;: DATED THIS 1iJ DAY OF --.L~O. I 1-, , 2013. ~ \: A~, "I"" f. ~ l ~ ~. "ti&"" ;; ~ ~ NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT // ~-:_ ·;;;: '1' PRINTED NAME ~· ' ~ A L .., tr jC.,W COMMISSION EXPIRES "I / I tj IS: EASEMENTS AND RESERVATIONS \. ""1,"···~1i;..1!t,/ip / .:,..:t-o;··~"''' ~0,,,• --~ ·-·WAS""';,, ,,,,,,,,, ,, ,,, AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, ANY TELEPHONE COMPANY, ANY CABLE COMPANY, KING COUN1Y WATER DISTRICT 90 AND THE CITY OF RENTON AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, . UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS, TRACTS AND PARCELS, EXCEPT THE WEST TEN FEET (IO') OF TRACTS "A" AND "B" ABUTTING HOQUIAM AVENUE N.E., AND EXCEPT THE SOUTH TEN FEET (10') OF TRACT "A" ABUTTING NE 2ND STREET, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPER1Y WITH ELECTRIC, TELEPHONE, TV, WATER, SEWER, PUBLIC AND PRIVATE STORM DRAINAGE, AND GAS SERVICE, TOGETHER WrTH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATIACHED TO A BUILDING. NATIVE GROWTH PROTECTION EASEMENT (NGPE) NOTE THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) IDENTIFIES THE WETLAND AND BUFFER AREA. THE CREATION OF THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILl1Y, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABrfAT. THE NATIVE GROWTH PROTECTION EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE Cl1Y OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT AREA THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED DR DAMAGED WITHOUT EXPRESS WRITIEN PERMISSION FROM THE Cl1Y OF RENTON. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPER1Y." TITLE NOTES CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE, ORDER NO. 1351178, DATED OCTOBER 19, 2012 1. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 79509 2. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON SAID SHORT PLAT RECORDED UNDER RECORDING NUMBER 8909120157. 3. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: KING COUNTY RECORDED: JULY 3, 1958 RECORDING NUMBER: 4918232 CITY OF RENTON APPROVALS Cl1Y OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS -1.'[DAY OF fl PR/ L , 2013. ADMINl~RA~7}1/U/!/~ CrTY OF RENTON MAYOR :ts"' /)AA,/ EXAMINED A PROVED THIS DAY OF '-7""= , 2013. MAYOR Cl1Y CLERK ~ ' EXAMINED AND APPROVED THIS )3 DAY OF ~ , 2013. ~"'-~ CrTY CLERK CrTY OF RENTON FINANCE DIRECTOR I HEREBY CERTIFY THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPER1Y HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL. .r..it. . _. / EXAMINED AND APPROVED THISJb:_:DAY OF A-·Dlli , 2013. .. ~4./J-' FINANCE DIRECTOR , d KING COUNTY APPROVALS KING COUN1Y DEPARTMENT OF ~q'i/i,MENTS EXAMINED AND APPROVED THIS AY OF~,lt.cf!/.U,,,...._-,,-"\ ACCOUNT NUMBERS: 152305-9064, 152305-9065, 152305-9090 & 152305-911 KING COUN1Y FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPER1Y TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPER1Y HEREl"ONTAIN~D. DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS.llf._,OF -l'!I _ , 2013. ~~ 1 Seott: m,..J,l,.NG""t ~-c.. MANAGER, KING COUNTY FINANCE DIVISION DEPUTY PLAT NOTES I. THE ARTICLES OF INCORPORA.TIQN FOR THE BF" '"' HOME0WNERS' WASHINGTON IN OLYMPIA. 2. TRACT "A" IS A STORM DETENTION TRACT AND IS HEREBY CONVEYED TO THE Cl1Y OF RENTON FOR OWNERSHIP AND MAINTENANCE PURPOSES. AN EASEMENT IS HEREBY GRANTED TO THE BECLAN HOMEOWNERS' ASSOCIATION FOR MAINTENANCE OF THE IRRIGATION AND LANDSCAPING WHICH LIES OUTSIDE OF THE FENCING SURROUNDING THE STORM POND. 3. TRACT "B" IS A SENSITIVE AREA TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE I, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. SEE NATIVE GROWTH PROTECTION EASEMENT (NGPE) NOTE BELOW. 4. TRACT "c" IS AN INGRSS/EGRESS & UTILl1Y TRACT AND IS HEREBY CONVEYED WITH AND EQUAL AND UNDIVIDED INTEREST TO THE OWNERS OF LOTS 27, 28 AND 30 FOR INGRESS/EGRESS AND UTILl1Y PURPOSES. THE OWNERS OF LOTS 27, 28 AND 30 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRIVE SURFACE AND ANY PRIVATE UTILITIES WHICH LIE WITHIN TRACT "c" A PUBLIC UTILl1Y EASEMENT IS HEREBY CONVEYED TO ANY ALL ALL PUBLIC UTILITIES WITHIN SAID TRACT "c". ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT. 5. ALL SANITARY SEWER EASEMENTS (SSE) ARE HEREBY CONVEYED TO THE Cl1Y OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPER1Y WITH SEWER SERVICE. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT. 6. ALL UTILl1Y EASEMENTS (UE) ARE HEREBY RESERVED EQUALLY TO ALL UTILITIES, BOTH PUBLIC AND PRIVATE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT. 7. THE SIDEWALK EASEMENT (SWE) WITHIN TRACT "B" IS HEREBY CONVEYED TO THE Cl1Y OF RENTON FOR PUBLIC SIDEWALK PURPOSES. 8. THE MONUMENT/LANDSCAPE EASEMENTS SHOWN HEREON ARE HEREBY CONVEYED TO THE BECLAN HOMEOWNERS ASSOCIATION FOR MAINTENANCE OF THE ENTRY MONUMENT SIGN, LANDSCAPING AND ASSOCIATED FACILITIES WHICH LIE WITHIN THE EASEMENT AREAS. 9. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #365101 ON FILE WITH THE Cl1Y OF RENTON. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. 10. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH THE APPLICABLE Cl1Y OF RENTON TRAFFIC MITIGATION FEE SCHEDULE OR APPLICABLE IMPACT FEE SCHEDULE IN PLACE AT TIME OF FEE PAYMENT. THE APPLICANT SHALL PAY THE MITIGATION OR IMPACT FEE PRIOR TO FINAL PLAT APPROVAL. 11. EACH LOT OWNER SHALL MAINTAIN TREES LOCATED ON THE OWNER'S LOT AND THOSE TREES WITHIN THE STREET RIGHT-OF-WAY ABUTTING THE OWNER'S LOT, UNLESS THE Cl1Y OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM. TREES SHOWN TO BE RETAINED SHALL BE MAINTAINED BY THE FUTURE OWNERS OF THE PROPOSED LOTS. 12. PROPER1Y W~Jl~UBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS, KING COUN1Y RECORDING NUMBER -_2Q_ _ t_t0 13. THE OWNER(S) OF SAID PRIVATE PROPER1Y SHALL RETAIN, UPHOLD, PROTECT THE STORMWATER MANAGEMENT DEVICES, FEATURES, PATHWAYS, LIMITS, AND RESTRICTIONS, KNOWN AS FLOW CONTROL BEST MANAGEMENT PRACTICES("BMPS"), SHOWN ON THE DRIINAGE STUDY AND PLANS NO. R-365112 ON FILE WITH THE Cl1Y OF RENTON CONTAINED ON SAID PRIVATE PROPER1Y AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS OR PERMISSION FROM THE CrTY OF RENTON PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS RAIN GARDENS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES AND/OR DESIGNATED FLOW PATHS CONTAINED WITHIN THE PRIVATE PROPER1Y. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPER1Y, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 14. PROPER1Y WITHIN THIS PLAT IS SUBJECT TO DECLJ\llATIOt,J. QF. COVE;J':IAl'JJ _FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS, KING COUN1Y RECORDING NUMBER ---~l.!!O~i..~40 ~ X z 0 (/) D.'. w 0 z <( "' ."2 a 0 (/) c:, Q_ "' <D "' / .."l -" 0. 4. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: JOB NO. 15615 1? ,------------------------:~ GRANITEE: KING COUNTY RECORDED: JULY 3, 1958 RECORDING NUMBER: 4918233 5. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO 4612, ORDINANCE ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATH DOWNS, AND MAPLEWOOD SUB-BASINS AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES: RECORDED: JUNE 21, 1996 RECORDING NUMBER: 9606210965 6-10. NOT APPLICABLE TD BE SHOWN ON SURVEY. ........ _____ .... __________________________ .-. ----·-.----------------J Barghausen Consulting Engineers.Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: ( 425) 251-6222 Fox: ( 425) 251-8782 w / ITT <D ITT ~ / w 0 0 0 ITT PORT. NW1/4 OF NE1/4, SEC. 15, T23N-R5E, W.M. ':l >-------------------------<cc SHEET 2 OF 3 BECLAN (AKA BECLAN PLACE) BEING A PORTION OF THE NW1/ 4 OF THE· NE1/ 4 OF SHEET 3 OF 3 LUA-12-094-FP LND-10-0460 SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN FOUND MONUMENT IN CASEi CITY OF RENTON, KING COUNTY, WASHINGTON ;; l~rxs~~R~~·A~~ i/t \ 1-'l I ' I NE 3RD STREET I I I I FOUND 5/8" REBAR/CAP I UNPLATIED UNPLATIED I UNPLATIED I MARKED "CRONES 29537" I I I 0.5'± N. BY 0.4'± W. OF '.:J' 2J'D6'E CORNER POSITION e ----~t__.JOcc·:.:cOl:_'--(·t·----92B2' ___ -::~S~BfB"f23~'0,!!6q"E~25~9::_!.1!B':...__"'T1I __ --;~:,;----~~:__ __ i i 92.82' v' 84.50' ;g. <-6, 81. 87' \ SBB"23'0rE 372.01' S. LINE NE1/4 NW1/4 NET/4 -. I VARIES CENTIRUNE ~30' ~II /16TH 1::1 . .I" I i>l ~ ijl I I I u' . ..., Y~ Y~ 'v. <" 28 8,432 SQ. FT. I 5114 I 'a, 0 ro "' ~ 0 a;l ~ "' N 8 z ;.., "' 0 ro 1 ~c;.HA<.,,s, f, . .:.."'(~ FOUND MONUMENT IN CASE Lor 1 •, ''-ih>' •' AT INTX JERICHO AVE NE & w i~,-,. i E 2" BRASSY W/'X' DN. 0.35' 1 "<,., , r 'I/,,.,. i --_ _ _ 'f _ _ _ _ _ __ _ _ _" mocc I S 50 @ 100 Lor 2 x&d w z :, I INTX FOUND MONUMENT IN CASE 2" BRASSY W/'X' ON. 0.60' HOQUIAM AVE NE 26 7,334 so. FT. I 5122 1 ~ -I N -.- 63.75' I I I I I SCALE: 1" - SBB"23'06"E 342.00' 50' -\ii 69.77' -. ,j & 2ND PL NE \. 8.23' 66.25' 65.25' NE 2ND CT. I -I 3.75' 68,75' 12.5' SOE 8.75' 10' PUBLIC WATER \ EASEMENT TO KING VARIES COUNTY WAT~ER CENTERLINE in ;.... DISTRICT 90 ~ ~ ~ 30' J 25 23 N fl 20 0 ;a; 1/16T" I! ;.., 0 m ,,., c,j N N . w c,j 8,344 SQ. FT. 8 446 SQ FT. ;<--8,638 SQ. FT. -c-: I I . ' . :g l"-0 l"-24 7,841 SQ. FT. i" "' "' "' "' ... 1 5136 I '-1- 22 N 21 8, I 28 SQ. FT. l"-7,995 SQ. FT. "' "' /0 , 5130 1 5200 1 ;,; :g I 5218 I _Lu~ , o ~ . I • , 10 PUBLIC WATER "' . ~ u', EASEMENT TO KING g LANDSCAPE'-- COUNTY WATER EASEMENT,,,;'"'; _1 1 o' PSDE DISTRICT 90 '\ , 1 C's ~ 1;;;;;;;;;~~~;:;:;;~~P/7,7;;:,Z?,777,7~7777,;1~0~· ;P~SD~E~77J,77,. 10· UE f.'' "'<>., , !" !" 0 0 "' Vl I 10' UE I 5206 I '-1-I 5212 1 !" 0 Vl 9,023 SQ. FT. ~ -I "' "' .... m • . "' "' -!,! "' 11 ~ 151031 ~ g Vl 19 7. JJ6 SQ. FT. 1 51091 70.01' 59.90' S88'25'o5"E 112.48' 10' PUBLIC WATER EASEMENT TO KING 17.43' COUNTY WATER 17 DISTRICT 90 7,211 SQ. FT. 1 218 1 ;... ... . 0 .. w w . "' S8B"25'05"E 111.23' ;"-f:;,j----====c...c~"'-..---<l,:/l 15 8,480 so. FT. w I~ I~ <I: / w ;,; ~ fil~ 16 g \ -0 -, ~ -7,223 SQ. FT. ~ w 12121 :Ji I 5127 I .~ ~ JO' /16TH ;.., "1 ;;; SB8'25'05"E 109.97' TRACT A S8B'25'05"E 60.00' 62.55' 14.17' 0 0 0 ,,., "· 52.54 // 68 75' ' ?777777777+-----~~ ~ ~ . m~-6525' ~ •v ,~ li'sy•22" ',34_71v · 56.95' ~ 63.75' -?., -J.Q 33. __ NE 2ND PLACE "' 1 / -~ ~..,, (',I 11.00'~~..... · ~00' <I::::: ---~S8~8~'3_._I' 1 O"E 421.06' TO CENTERLINE i::; SET FRONT LOT CORNER 419.19' TO 1/16TH LINE =----- 14 7, 604 SQ. FT. I 5133 I S88'25'05'E 60.00' 60.00' 7 7,800 SQ. FT. AT 2.0' OFFSET 0 0 0 "' 13 7,800 SQ. FT. I 5139 1 S88'25'05"E 60.00' 60.00' 6 "' 0 0 "' l"- "' ·"' .. !" 0 "' 0 0 0 "' 6,0. oo:...L::: 10' PUBLIC WAfER EASEMENT TO KING COUNTY WATER DISTRICT 90 12 7,806 SQ. FT. I 5201 I S88'25'05"E 60.00' 60.00' 5 "' 0 "' l"- "' "' '-1- !" 0 "' 8 0 "' 60.00' 11 7,8/J SQ. FT. I 5207 I S88'25'05"E 60.00' 60.00' 4 "' N 0 "' l"- "' "' .. !" 0 Vl 0 0 0 "' /60.00' 1n.' , •; 10 1,819 SQ. FT. I 5213 1 S88'25'05"E 60.00' 60.00' 3 ;.... ,,., 0 "' l"- "' "' .... !" 0 Vl 0 0 0 "' 60.00' "'' 0 SDE 9 7,825 SQ. FT. I 5219 I S88'25'05'E 60.00' 60.00' 2 17.21°'.... ~ \ ",, ~ 5J.99' \ C' J' .. ,...~..i'i~Y" 0,2,v6', \ JI'>,, '.. \ MONUMENT/--'(' . -, ~ LANDSCAPE ~ :,i EASEMENT l"- "' "' '-1- !" 0 "' 8 9,096 SQ. FT. I 5225 I S88'25'05"E 71.35' 68.80' 1 O' PUBLIC WATER EASEMENT TO KING i COUNTY WATER DISTRICT 90 0 q g ~ w I 0 J VARIES CENTERLINE STORM DETENTION 20,612 so. FT. l"- "' 1 s134 1 "' 7,800 SQ. FT. l"- 1 5140 1 "' "' 7,800 SQ. n: l"- "' I 5202 1 7,800 SQ. FT. 7,800 so. FT. l"-[5208] l"- U') 1 5214 1 l"-7,800 SQ. FT. 1 W 0 N :0 .... 9,063 SQ. FT. 0 ../ ;~I 30' I .... .... !" !" 0 0 Vl "' "' "' ... '-1-!" !" 0 0 "' "' I. "' "' ... !" 0 10' PUBLIC WATER "' EASrnENT TO KING COUNTY WATER DISTRICT 90 "' I 52201 "' . .. !" 0 "' I 5226 I l/16TH VARIES I CENTERLINE R/W PER REC. NO. 8909120157 6=BB"53' 40" R=25.00' L-36.79' ·-145.77' f---1""0' _lJ_I; __ 60.00' /6o,7/7Y7/7/;;'.6?0.::00?,:.?;?;;;;7;*7;7;7777~~7*77777,T777777a7;'7")7717o'_;U"'E-rrc1 Vl z .60.00' 60.00' 60.00' ol;i ~ a1 SBB"25'05"E 577. 19' "' "' "' __ 661.1s::·:c-----:-,·1 ~!-===-:::: -::=-====--J? ;, ti NE 2ND STREET TO l/l61H ·-CENTERLINE INTERSECTION ====S=. LINE:'-;:;NW;;;',"1/;';4=N:c:;E:=:1~/4':"==-===--=--=~r=== SB8'Z 1'0 5"E 660 ·51 ' (C/L) 2.34' N. & 3.71' E. OF SB8'25'05"E 661.75' (SEC) DRAINAGE NOTES: SECTIONAL INTERSECTION FOUND MONUMENT IN CASE • ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NITT SHOWN AS "PRIVATE" ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, FOR THE PURPOSES OF CONVEYING, STORING, MANAGING, AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR PURPOSES OF INSPECTING, OPERATING, MAINTAINING. REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE: EXCEPT FOR THOSE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILllY OF THE PROPERTY OWNER(S). • THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 2 THROUGH 6 rs FOR THE BENEFIT OF LITTS 1 THROUGH 7. THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 9 THROUGH 19 IS FOR THE BENEFIT OF LOTS 8 THROUGH 15, AND LOTS 18 AND 19. THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 16 rs FOR THE BENEFIT OF LOTS 16 AND 17. 2" BRASSY W/PUNCH MARKED "19886" ON. 0.50' AT INTX NE 2ND STREET & HOQUIAM AVE. NE (HELD FOR C/L) ========-dcL~ CENTERLINE 1/16TH LINE_/ CURVE TABLE CURVE # lINGTH RADIUS DELTA C1 23.82' 15.00' 91'00'15" C2 20.52' 24.00' 48'59'22' • 0 SOE LEGEND CENTERLINE INTERSECTION 1.58' N. & 2.46' E. OF SECTIONAL INTERSECTION FOUND MONUMENT 16 NOTED -· CITY OF RENTON STANDARD ROAD MONUMENT TO BE SET AS CONSTRUCTION IS COMPLETED SET REBAR/CAP 'BCE 46315" PUBLIC STORM DRAINAGE EASEMENT (SEE DRAINAGE NOTES AT LEFT) "' 1: , ... "" /" "' -"' 8 z w z :, ~ u THE PRIVAlE DRAINAGE EASEMENT SHOWN ON LOTS 2 THROUGH 6 IS FOR THE BENEFIT OF LOTS 1 THROUGH 7. THE PRIVAlE DRAINAGE EASEMENT SHOWN ON LOTS 21 THROUGH 25 IS FOR THE BENEFIT OF LOTS 20 THROUGH 25. THE OWNER(S) OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THAT THEY USE IN COMMON. INGRESS/EGRESS EASEMENT TO BENEFIT LOT 28 30 10 QQ'. C3 28 39.44' 68.00' 33'14'06" PSDE SSE UE PRIVATE STORM DRAINAGE EASEMENT rHATCHED AREA] (SEE DRAINAGE NOTES AT LEFT) [Z/.,23 3.60' 10.00'~--- ND9'08'24"W 2.27' INGRESS/EGRESS EASEMENT TO BENEFIT LOT JO N16'24'53"E 44.68' 29 . .:::..~~ '\ ', ' ' . . SSE 27 15.47' S16'24'53"W 40.62' C4 18.70' C5 20.52' C6 33.80' C7 24.35' C8 23.84' C9 23.29' C10 23.86' 68.00' 15'45'16" 24.00' 48'59'22" 68.00' 28°28'31" 68.00' 20'30'51" 15.0D' 91'03'11" 15.00' 88'56'49" 15.00' 91'09'16'' SWE PUBLIC SANITARY SEWER EASEMENT (SEE PLAT NOTE 5, SHEET 2) UTILITY EASEMENT (SEE PLAT NOTE 6, & 'EASEMENTS AND RESERVATIONS", SHEET 2) SIDEWALK EASEMENT (SEE PLAT NOTE 7, SHEET 2) MONUMENT /LANDSCAPE EASEMENT (SEE PLAT NOTE 8, SHEET 2) IOOOOOI ADDRESS AS PROVIDED BY THE CITY OF RENTON JOB NO. 15615 z 0 (/) D' w 0 z "" "' ~ 0 u (/) Q = U) <D co ,: -~ 2. = / "' " , PRIVATE DRAINAGE EASEMENT: THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN />S "PRIVATE' HEREBY GRANT AND CONVEY TO THE CllY OF RENTON, A MUNICIPAL CORPORATION. THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THE PLAT BY THE cm OF RENTON, TOGETHER WITH THE RIGHT OF REASONABlI ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVNG THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNER(S) OF SAD PRIVATE PROPERTY, SINGlI AND SEVERAL, ARE RESPONSIBLE FOR OPERATING. MAINTAINING. AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAD DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH />S LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH />S SWALES, CHANNELS. DITCHES PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND rs BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. c ~-------------------------~ • THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACIUTIES. THESE REPAIRS SHALL BE AT THE OWNER(S)'S COST. • THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT OR CONDITION, HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF W/>SHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SPJD PROPERTY FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. 26 Barghausen Consulting Engineers.Inc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 w / co '° "' / w 0 0 0 co /. PORT. NW1/4 OF NE1/4, SEC. 15, T23N-R5E, W.M. ~ SHEET 3 OF 3 ~ m 0 , w " 8: "' "' w ~ "' w u ::i 0... z ::i u w rn _.., _,, '"''4 I 0 If) JI • :z 0 1-u w 1--o (.'.) 0::: :z Q__ 0 <( 0::: (.'.) _J 0 0::: 1-:z 0 u w w 0::: I- ~ :z :5 Q__ :z :z oO VJ l-o _J 0::: 0 w2 w 0 _,.: (1_ Q) 0 (IJ ""' ~ 0 3= u .D :J (L '-. "' C !i5 ·5 (0 '-. "' C ·2 C 0 ()_ 0 :z <( Cl'.: (L (L <( Cl f-.,i--1-11--1-1--1 "' -cij e, -g 1--11--1-11--1-1--I ' .,. -, <D z 0 VJ Gj Cl'.: ,,·,i' BECLAN PLACE A POR'TION OF THE NW ~ OF THE NE 74 OF SEC. 15, TWP. 23N.,, RGE. 5E., W .M. EARTHWORK QUANTITIES CUT: 9,485 CY FILL: 20;946 CY NET FILL: 11,461 CY *TOTALS SHOWN ARE BANK CUBIC YARDS AND ARE FOR PERMITTING DESIGN PURPOSES ONLY. CONTRACTOR{S) SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES FOR THE PURPOSES OF BIDDING THE PROJECT. EROSION CONTROL NOTES BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD 111TH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AfiD OBSERVED DURING CONSTRUCTION. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL F'lR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITIEE, THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACIIJTIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBIJGA TION AND RESPONSIBILITY OF THE PERMIITTE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVIE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF rnE RECEIVING DRAINAGE SYSTEM. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE ' NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACIIJTIES. ? ; -t-· • CB#10B, TYPE 1 INrx STA: 1+00 NE 2ND PLACE -= STA: 27+42.07 HOQUIAM AVENUE NE INSTALL CB SEDIMENT PROTECTION ON ALL INTAKE --- CATCH BASINS. SEE DETAIL fJ, SHEET C-2R. vt:ST COAST (\ I ' I I I ' DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL /;l PROJECT DISTURBED SOIL ft.REAS CREA TER THAN 5,000 SQUARE FEET, TH Ai ; ': ARE TO BE LEFT UN WORKED FOR MORE THAN TWELVE (12) HOURf SHALL . '11 BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED 'MTH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREA lMENT APPIJCABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMIITTE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREA lMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3: 1 SIDE SLOPES. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8' OF 4-TO 6-INCH QUARRY SP ALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS_ TO THE CONSTRUCTION SITE. VERTICAL DATUM: CITY OF RENTON, NAVO 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1'' IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVIENUE SE. ELEV.=399.340 FEET (121.719 METERS) CONSTRUCTION SEQUENCE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ARRANGE AND ATTEND PRECONSTRUCTION CONFERENCE. SURVEY AND FLAG WETLAND BOUNDARIES, LANDSCAPE BUFFERS, WETLAND RECONSTRUCTION AREA AND CLEARING LIMITS. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE. DEMOLISH EX. STRUCTURE DESIGNATED FOR DEMOLITION CLEAR RESIDENTIAL AND DETENTION VAULT AREA. GRADE AREAS FOR INSTALLATION OF TEMPORARY SEDIMENT POND. CONSTRUCT PERMENANT STORM DRAINAGE SYSTEM CB#1 TO CB#2 CONSTRUCT TEMPORARY SEDIMENT POND. STRIP NATIVE TOPSOIL AND STOCKPLIE AND COVER AT APPROVED LOCATION FOR RE-APPIJCATION IN REAR YARDS OF FLTURE LOTS. GRUB AND MASS GRADE AND ADJUST INSTALLA TON OF TEMPORARY INTERCEPTOR DITCHS AND CHECK DAMS ALONG WITH OTHER EROSION CONTROL FACILITIES AS NECESSARY DURING THE GRADING PROCESS. DURING THE WET SEASON DO NOT CLEAR ANY MORE AREA THAN CAN BE STABILIZED, PER EROSION CONTROL PLAN, IN A GIVEN WORKD_AY. SILT FENCE (TYPICAL), SEE --------------- DETAIL 6, SHEET C-2R ------ INSTALL TEMPORARY STREET ~ CUTCff BERM UN11L STORM DRAINAGE. SYSTEM CBl9, TYPE 1 GllEENS LANDING REGRADE EXISTING DRIVEWAY TO MAINTAIN\ CONTINUAL ACCESS. TAPER FINAL GRADE v.tTH GRAVEL TO EXISTING COIIPAClID IJEPTH. CBI§, TYPE 1 INSTALL CB#l & CBf2 12" PIPE BETY,£EN PER ANAL---._, DESIGN_ SUH GRADES SHO\IN ON SHT C-6 CONNECT TO EX. 12"1 Sil PIPE. ~/5 CONSTRU_ CTION ENlERANCE, SEE -------- DETAIL 5, SHEET C-2R ---------- --;SMQ!;;;;;;;;T;,-;EX.~A;;;SPH=ALTL-_ ----""?.: ;:,_ ,J_l_ 1' FROM EDGE o ~-~ D ------ --- 11. EXCAVATE FOR PERMANENT DETENTION VAULT. 12. CONSTRUCT ROCK WALLS. 13. INSTALL BALANCE OF STORM DRAINAGE SYSTEM. -TEMPORARY PLUG CB#1 TO VAULT. 14. INSTALL CATCH BASIN SEDIMENT PROTECTION, AU.. CB'S EXCEPT FOR SOLID LOCKING NON-INLET CB'S. 15. CONSTRUCT PERMANENT DETENTION VAULT. 16. INSTALL REMAINDER OF THE WET UTILITIES; SANITARY SEWER, WATER AND PRIVATE ROOF DRAIN PIPE. 17. INSTALL ROOF DRAIN DISPERSION PIPE FROM LOTS IN WETLAND A BUFFER. 18. CLEAN DETENTION VAULT AND CONNECT TO EXIS11NG DOWNSTREAM SlORM DRAINAGE SYSTEM. 19. INSTALL DRY UTILJTIES; POWER, TELEPHONE, CASI£, AND GAS, - 20. REMOVE CONSTRUCTION ENTRANCE. 21. DEMOLISH EXISTING ASPHALT PAVEMENT PER PLAN 22. PAVE STREET SURFACES. CITY OF -RENTON, KING COUNTY, WASHINGTON DETENTION TRAC'l'...., A ' --- \ ,,_ CB , TYPE 2, 48", \ I ---"- CB TYPE 48"1 SHY CREEK 23. HYDROSEED, FERTILIZE AND MULCH ALL REMAINING DISTUliSED AREAS. 24. AFTER THE SITE HAS BEEN PERMANENTLY STABILIZED, CLEAN STORM DRANAGE SYSTEM. REMOVE CATCH BASIN INLET PROTECTION. 25. FILL IN TEMPORARY SEDIMENT POND WITH ONSITE MATERli\L AND AT OPTIMAL MOISTURE CONTENT OR STRUCTURAL FILL ANi.l COMPACT SEDIMENT TRAPS TO 95% MAXIMUM DRY DENSITY. REMOVE OUTLET PIPES. HYDROSEED EXPOSED SURFACES. 26. REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES. 27. CALL FOR FINAL INSPECTIONS. / \ I I EXST. SSMlj_ ___.--INSTALL TREE PROTECTION PER DETAIL #1, SHEET C-JR, TYPICAL DEMOLISH EJOSTING SHED DISPOSE Of AT AN APPROv£IJ RECEIVING FACILITY. INSTALL TREE PROTECTION PER DETAIL #1, SHEET C-JR _ 1 .. 5' Wood Fenc:'e~ ,..., ' dpc " '-.., I ,) I ' ',\_ \ I 1r r11n 1ack . \ I , : 21 ,, 11 I -, I \ : CB 7, TYPk 1 --- I -()-- I I + : I JtJ I I ' I' i_'t ~,, EX. v«XlO FENCE & WALL TO REMAIN. 01\NER AND I'-~ ( /I ,m· I ~ / NEIGHBOR(S) TO DElERMINE IF BECLAN \\Ul INSTALL ~ I s NEW FENCE. ~ , rt1:: ~, I ' I o, I I I I ' DEMOLISH EJOSTING BUIWING & CARPORT. :;; \ I ~ '_, _i/) CONSULT v.tTH PROPERTY 01\NER ON SJJ.VAGf. -> · I .:i ! INSTRUCTION M (2) 'llffl<S PRIOR TO /. / /',..... ;I I ~f I DEMOUTION COMMENCEMENT. DISPOSE Of WASTE l 1 / AT AN APPROW RECEMNG FACILITY. of ,1 I \' / - '\\ -I t 1,i ~I I I !)!___ -----,,~I I imt I I ~: I \ ).,.,ARi 5' WDE \m -· i I :, t . _.Jsphay } ' I D TRB :::----~' _II i I '" I Wood W ! GRAPHIC SCALE ,~C-----T _______ _,i ( IN FEET ) 1 inch = 50 fl TREE PROTECTION LEGEND: 0 TREES TO BE RETAINED AND PROTECTED IN MINOR AMENDMENT SUBMITIAL TREES THAT l'IERE ORIGINALLY RETAINED AND PROJECT[IJ UNDER THE APPROVED ENGINEERING DRA\\ING THAT ARE NOW TO BE REMO\>l:D UNDER THE MINOR AMENDMENT SUBMITI AL. tTtlt----------CONTACT CABLE AND P0\\1:R COMPANIES TO DEMOLISH \ ',.I 3 CB 1 TYPE 1 AND CAP EJOSTING OVERHEAD AND IN GROUND UTILITIES NO LONGER REQUIRED. DEMOLISH EJOSTING HOUSE, ORlVEWAY AND OTHER EXISTING ITEMS ASSOCIA lID v.tTH TllE REIJINECE AND DISPOSE OF OFFSITE AT AN APPROW FACILITY -------CONSTRUCTION ENlERANCE, SEE DETAIL 5, SHEET C-2R SALVAGE. EJOSTING STREET SIGN INrx STA: 8+ 11.29 NE 2ND PLACE = STA: 26+26.4li .ERICHO A'-ENUE NE ~ REMO,£ & oiSPoSE Of MAl~~x ___.---DEMOLISH EXISTING ASPHALT, DISPOSE Of MATIRJAL AT AN APPROv£IJ OFFSITE RECEIVING FACILITY. 1---------CONTACT CAB!£ AND P0\\1:R COMPANIES TO DEMOOSH AND CAP EXISTING OVERHEAD AND IN GROUND UTILITIES NO LONGER REQUIRED. CB 0, TYPE 1 ROCK CHECK DAM (TYPICAL), SEE DETAIL 7, SHEET C-2R - -___.--SILT FENCE (TYPICAL), SEE DETAIL 6, SHEET C-,2R CIVIL E11G1NEER1N8 l PROJECT IIANACIEIENT 1495 SOUTH 375TH SlREET · Bus: (253) 226-4508 FEDERAL WAY, WA 98003 bschweiWllmcivilnet CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE CHECKED FOR COMPLIANCE EROSION CONTROL, GRADING, AND D_EMOLITION PLAN TO CITY STANDARDS ' _;:;,;!!..d~~~~.:--~~ Date i,<----------Date __________ Date DESIGNED, BAS DATE, 06/04/12 FILE NAME: Ob057-C2R DRAWN: BAS CHECKED: BAS SCALE, 1" = 50' FIELD BOOK; PAGE: APPROVED: SHEET, C-1R OF: 3 DATE NO. REVISION BY APPR. DIRECTOR Of" PUBLIC 'W'CRKS " 0 " '" CJ N ~ " st 0 " .. ~~ i ~ ~ 11 " w 0 :s Q__ z :s 0 w m ~z Oo ~~ ~z -~ u~ ~~ =u .,., ii m-!i ii il~ i~ ~ C X z 3: 0 I (f) (f) < ~ .0:: rr) /') N 0 I § " r;::; Cl:'. N z L I oO lu z lD lo C (f) _J ~ w 0 C) 0 z z 0 <( <( (f) Ct". C) w t--,- -0 _J z 0 Ct". z 1--0 z 0 I- u u w t--,-z 0 0 0::: (f) o_ 0 w Ct". w w 0::: t--,- 0 ::z <( ~ (L OJ 0 {ll .Y ... 0 3= ·'" :0 ::, Q_ " 0, C '6 ':i OJ ''- 0, C ·c C 0 Q_ ~ ~ 1i z D ~ c ~ :125i ~ "~ ". ~ ll:'. Q_ Q_ <( " r---t-+-t--1---t---'-i en ~ (\] N 0 N r-t-+-+--1--t----J ', " :;, "' '.\I I u oi ' u "' C, u I c-cn 0 en 0 6 "' D / c-cn 0 ,o 0 / "' 0 0 N -.:1 Ll " 0 C ~. z 0 vi ~ Cl:'. ·u r-+-+-+--+--t----"-1 " "' eO / 0 0 z TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES 1. APPROVAL OF !HIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE ANO LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. !HE IMPLEMENTATION OF IHESE ESC PLANS AND !HE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND. UPGRADING OF IHESE ESC FACILITIES IS !HE RESPONSIBILITY OF !HE APPLICANT /ESC SUPERV1SOR UNTIL ALL CONSTIRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON !HIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTIRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY !HE APPLICANT/ESC SUPER.V1SOR FOR !HE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON !HIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WIIH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON !HIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY !HE APPLICANT/ESC SUPERV1SOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REV1EWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REV1EWS DURING THE ORY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING !HE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WIIH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS . 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT ( 48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE 1'111HIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAV1NG. !HE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTIREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT !HE BEGINNING OF CONSTRUCTION AND MAINTAINED FDR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE !HAT ALL PAVED AREAS ARE KEPT CLEAN FDR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTIROL FACILITY USED AS A TEMPORARY SEffilNG BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROV1DE ADEQUATE STORAGE CAPACITY. IF !HE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, !HE TEMPORARY FACILITY MUST BE GRADED SO THAT !HE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE !HE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FDR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE 1'11NTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF !HE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND !HOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO !HE ODES INSPECTOR. !HE DOES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURF ACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. ADAPTER SKIRT OVERFLOW GEOTEXTILE FABRIC .-c_-~-1 (TO BYPASS PEAK FLOWS) (MIRAFI 700X OR APPROVED EQUAL) 3 SEDIMENT ACCUMULATOR SCHEMATIC DETAIL PROV1DE CB INSERT "STREAMGUARD FOR SEDIMENT" OR APP.ROVED EQUAL MANUFACTURER'S NAME: FOSS ENV1RONMENTAL ADDRESS: 200 SW MICHIGAN STREET, SEATTLE, WA 98106 TELEPHONE: FDR INFORMATION: (BOO) 909-3677 CB SEDIMENT PROTECTION NOT TO SCALE -------···-.. -· . ., . ··-.. . . BECLAN PLACE A PORl.lON OF THE NW Y4 OF THE NE Y4 OF SEC. 15, TWP. 23N., RGE. 5E., W .M. CITY OF RENTON, KING COUNTY, . WASHINGTON PRDV1DE ADEQUATE STRAPPING RISER PIPE -~~ (PRINCIPAL SPILLWAY) OPEN AT TOP 1'11TH TRASH RACK PER FIG. 5.3.1 C DEWA TERING DEV1CE --....c (SEE RISER DETAIL) MAINTENANCE STANDARDS: 3.5' EMBANKMENT COMPACTED 95%. PERV10US MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. TEMPORARY 12"~ CPEP • ro ~ '• .. z_ , I < I CORRUGATED METAL RISER TACK WELD · 6" MIN. 1. SEDIMENT SHALL BE REMOVC:D FORM THE TRAP l',!iEN IT REACHES 0.5'. IN DEPTH: 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED. 1 SEDIMENT POND DETAIL (2 NOT TO SCALE NOT TO SCALE 0.5' MIN. -2'----i INTERCEPTC)R DITCH DETAIL 4 NOT TO SCALE R = 25' MIN.~~ 12" MIN. 4"-8" QUARRY SPALLS --~ 1. MA TERI AL SHALL BE 4 INCH TO 8 INCH QUARRY SP ALLS ( 4 TO 6 INCH FOR RESIDENTIAL SINGLE FARNILY LOTS) AND MAY BE TOP-DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8-15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES !HICK AND 50 FEET LONG (20 FEET FOR SITES WIIH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDIH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF !HE PAO DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WIIH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. CONSTRUCTION ENTRANCE NOT TO SCALE 5 STAPLES OR 1'11RE RINGS (TYPICAL) FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATIACH FABRIC TO WIRE. GROUND SURFACE I 1 I l 1 1 6' MAX. ELEVATION BURY BOTTOM OF FILTER MATERIAL IN B"x12" TRENCH. 1. PLACE 1' OF 3/4" -1 1/2" WASHED ROCK OR PEA GRAV£L ON BOTH SIDES OF FENCE TO . CREA TE A BEVEL SHAPE. 2"x2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT. WIRE MESH SUPPORT FENCE FOR FlL TER FABRIC. • 0 I " C'-1 'b ;:' I 2"x4" DOUG. FIR OR EQUAL WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF !HE FILTER FABRIC) FILTER FABRIC MATERIAL en PROV1DE WASHED GRAVEL ---=::~JII . "' ~ I 2. FABRIC SHALL COVER BOTTOM OF B"x12" TIRENCH AND EXTEND BEYOND !HE LIMITS OF THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" MINIMUM AS SHOWN IN TYPICAL CROSS-SECTION. BACKFILL, 3/4" -3" IN TIRENCH AND ON BOIH SIDES OF FILTER FENCE FABRIC ON THE SURFACE J 8" [ "-...._2"x2"x5' WOOD POSTS. MIN STANDARD OR BETTER 6 BURY BOTTOM OF FILTER MATERIAL IN B"x12" TRENCH. SECTION SILT FENCE DETAIL NOT TO SCALE OR EQUIVALENT. SILT FENCE NOTES 1. FlLTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. l',!iEN JOINTS ARE NECESSARY, FlL TER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH Ov1:RLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GPiOUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE SXCAVAlED APPROXIMATELY 6 INCHES WIDE AND 12 INCHES DEEP ALQN(nlE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH'SHALl BE BACKFlLLED '111TH WASHED GRAVEL 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLIS AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLID OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FlLTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA-STRENGTH FILTER FABRIC ANO CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FlLTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVC: NOTES APPL YING. 7. FlLTER FABRIC FENCES SHALL NOT BE REMOVC:D BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FlLTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES Will BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTii TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DO\\N SLOPE OF EXPOSED AREAS. 13. DO NOT DRIVC: OVER OR Flll OVER SILT FENCES. __ -1E[c~~C@IT:!l@ Planning Division EROSION CONTROL SEED MIXTURE IA ff)) D lRi (Q) VJ~ IT] B IJv c-W#"'_) 1. HYDROSEEDING SHALL BE APPLIED TO SLOPES INDICATED OR AS NEEDED. 2. HYDROSEEDING TO BE THE FOLLOWING MIXTURE: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92% 9D% ANNUAL RYE (LOLJUM MULTIFLORUM) 40% 98% 90% CHEl'l1NG FESCUE 40% 97% 80% (FESTUCA RUBR COMMUTATA) (JAMESTOWN BANNER, SHODOW, OR KOKET) WHITE DUTCH CLOVC:R ( fRIFOLJUM REPENS) 10% 96% 90% 3. APPLICATION TO BE 100 LBS/ACRE. BENC~fMARK Oat 'lf --v- 3" BRASS DISC: IN SIDEWALK @ THE SW CORNER 180TH AVE. SE & 176TH ST. KING CO. BM F-8A, AKA C.O.R. CONTROL PT #2139. ELEVATION = 400.97 SW QUARTER \;ECTION 29/32 N 165409.225 (FT) = C.O.R. N 50416.73 (M) E 1303021.403 (FT) = C.O.R. E 397160.91 (M) CHECKED FOR COMPLIANCE TO CITY STANDARDS VERTICAL DATUM: CITY OF RENTON, NAVO 1988 CALL 48 HOURS i BEFORE YOU DIG 1-800-424-5555 7 ~-DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB MIN. DIAMETER AS PER CALCULATIONS VARIES CHECK DAIi ELEVATION L = THE DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL ELEVATION. SPACING BETWEEN CHECK DAIIS ROCK CHECK DAM DETAIL NOT TO SCALE ' ,. .• • ~- • .• ..... ~ SCHWEIKL & .... AssoCJA.TF.S. PUC CIYL ENGINEEIIIIQ & PRO.ECT IIANAGEIIENT 19-45 SOUTH 375TH STREET Bus: (25.J) 226-l&JlJ FEDERAL WAY, WA 96003 bsdiweikJ(JsocMl.net CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE EROSION CONTROL NOTES AND DETAILS 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ ACRE SOIL STIIBILIZER TO BE APPLIED WITH SEED MIXTURE. '/,L-¥+--""t-t------1------------l--+---+---~-I--DE_S_IG_NE_D_, ~B_A_S_--j DATE, 06/04/12 FILE NAME, 05057-C3R . ---------. --,, ------- V----------' Date -~ -~--------Date __ NO. REVISION DRAWN, BAS CHECKED, . BAS BY APPR, DATE APPROVED: ·--------------------- SCALE: AS SHOWN F!ELD BOOK, PAGf: SHEET, C-2R OF, 3 DIRECTm.: DF PUBLIC YORKS -·--. _________ ,, ........ ,_. --· - ____ ,, _______ . . --•-------. ~:. . ;;_ --. ~~;:" ;· .-: ---; ·;;;-:.-;;;:·_--;·_·.~.;:;-~~ •... "' -;;-,-,o··,~ _,. _,,.,. .. , ,'.;-.: •. ,.,.~i;, .~-.-.-,-,-., ... "' '" .,.,.,.,._ m~••. '"~"~•< •"•'• _,-o . ,_ " ' . . ""'"'"''·'-~"-, __ , ___ _ 8 "' 0.. 0 N ~ " st 0 ~ ~o ~ w 0 :'S (L z :'S 0 w (D z 3: 0 :c (/) ~ § • a ~ e ii! ~ O:'.: r') t') (_) I \IQ'. .. r---. r') ~ LO I ~o ~2 1:1() a (./) _J iS w 0 0 z <( (./) w I- 0 z _J 0 0:::: I-z 0 u z 0 (./) 0 O::'. w ~ 0. " D ' ~ Iii 0 ~ ~ ~ : ~ ~~ Q 6~ ~' ·~ 0 1--t--+--+--+--t----1 ~ i0 w -i;; 1--t--+--+--+--t----1 ', _, " "' "' _, I 0 '" , -0 "' cc u I c- c0 0 ,n 0 / 0 2< C1 / t- •D 0 "' 0 / _, 0 0 N z 0 U) i;j (l'. -0 1--t--+--+--+-+----1 " " ~ / 0 z I BECLAN PLACE A PORTION OF THE NW ~ OF THE NE ~ OF 1 SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON \ 1 DRIPLINE DRIPLINE 0 I co -- 0 I "' 0 I 00 ~ SIX FOOT (6') TEMPORARY CHAIN LINK FENCE PROTECTION MEASURES DURING CONSTRUCTION1 PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT ARE TO BE RETAINED IN AREAS SUBJECT TO co1NSTRUCTION. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: ! A. CONSTR~CTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY 111THIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WO~DS, "NO TRESPASSING -PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET ((,Q'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR ( 4) SIDES .. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE .RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS I • WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. · D. IMPERVIOUS SURFACES PROHIBITED 111THIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MA TERl,\L WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. E. RESTRICnONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE. LOWERED WITHIN THE GREATER OF THE FOLL0\\1NG AREAS: (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFlCIAL MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON 1REE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS. F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUN!; COVER PLANTS. G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED BY THE REVIEWING OFFICIAL TO PROVIDE EQUAL OR GREATER TREE PROTECTION. TREE PROTECTION FENCE NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS R:~(2L ----~----Date __ ------~---Date ~- Planning Division ~[p) [p [R1 (Q) ~ lO) By r-I" Date _;__l4tJV!;ll+t'1'l't'tc-- CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CITY &"f ~ SCliWEIKL & ._,,JIii AssoclATF.S. PLl,C CIYL ENGIEERIIG & PROJECT IIANAGEIENT 1945 SOUTH 375TH STREET Bus: (25J) 226-4508 FEDERAL WAY. WA 98003 bsclnreik!lbaclvi!.nut OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE EROSION CONTROL NOTES AND DETAILS f--+------------+-~-+--+-----t-D_E_s,_GN~E~D· __ B_As_----j DATE, 06/04/12 FILE NAME: 05057-CJR DRAWN: BAS l--+-------------l----1----+------t-C::-H=-Ec=-K=-ED=-,-=-sA=-s:--i SCALE: AS SHOWN FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED, SHEET: C-3R OF; 3 0 Ll__j___L_L_j____J__-'-------------~-~--'---------~---~---,-------------~------------~-------'-----------'-----'---DIRCCTCR Cf" PUBLIC .... DRKS ···-·-·-.. -···----- ...____d._,_ -··· , ... BECLAN (AKA BECLAN PLACE) SHEET 2 OF 3 LUA 07-041 LND BEING A PORTION OF THE NW1/ 4 OF THE NE1/ 4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTIONS: PARCEL A: LOT 3, KING COUN1Y SHORT PLAT NUMBER 488038, RECORDED UNDER RECORDING NUMBER 8909120157, IN KING COUN1Y, WASHINGTON. PARCEL B: THE EAST 310 FEET OF THE SOUTH 200 FEET OF THE FOLLOWING: THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUN1Y, WASHINGTON; EXCEPT THE SOUTH AND WEST 30 FEET FOR ROAD PURPOSES; AND EXCEPT THE EAST 30 FEET CONVEYED TO KING COUN1Y FOR ROAD PURPOSES BY DEEDS RECORDED UNDER AUDITOR'S FILE NUMBERS 1408997 AND 4918232. PARCEL C: THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUN1Y, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; AND RUNNING THENCE SOUTH 88'22'52" EAST, ALONG THE NORTHERLY LINE THEREOF, 30 FEET, MORE OR LESS, TO INTERSECT A LINE WHICH IS PARALLEL TO AND 30 FEET EASTERLY, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF SAID SUBDIVISION; THENCE SOUTH 0'28'40" WEST ALONG SAID PARALLEL LINE, 200 FEET; THENCE EASTERLY, PARALLEL TO THE NORTHERLY LINE OF SAID SUBDIVISION, 300.70 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE CONTINUING EASTERLY PARALLEL TO THE NORTHERLY LINE OF SAID SUBDIVISION, 300.780 FEET TO INTERSECT A LINE WHICH IS PARALLEL TO AND 30 FEET WESTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY LINE OF SAID SUBDIVISION; THENCE SOUTH 0'25'28" WEST ALONG SAID PARALLEL LINE 226.91 FEET; THENCE NORTH 88'24'50" WEST, PARALLEL TO THE SOUTHERLY LINE OF SAID SUBDIVISION 300.80 FEET; THENCE NORTHERLY 227.09 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: THE NORTH 117 FEET OF THE EAST 280 FEET OF THE SOUTH 417 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUN1Y, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF. PARCEL D: THE NORTH 117 FEET OF THE EAST 280 FEET OF THE SOUTH 417 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUN1Y, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN HEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTl1Y OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTl1Y IDENTIFIED AND FOR THE PURPOSE STATED. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: THE QUADRANT CORPORATION, A WASHINGTON CORPORATION BY: ITS: ACKNOWLEDGMENT STATE OF WASHINGTON COUN1Y OF l ss. CERTIFY THAT KNOW OR HAVE SATISFACTORY EVIDENCE THAT -------------------------IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED ,------------.. (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ----------------OF THE QUADRANT CORPORATION TO BE THE FREE AND VOLUNTARY ACT OF SUCH PAR1Y FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS ____ DAY OF -----------------• 2012. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT _______________________ _ PRINTED NAME _______________________ _ COMMISSION EXPIRES "'----------- EASEMENTS AND RESERVATIONS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, ANY TELEPHONE COMPANY, ANY CABLE COMPANY AND THE Cl1Y OF RENTON AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS, TRACTS AND PARCELS, EXCEPT THE WEST TEN FEET (1 O') OF TRACT "B" ABUTIING HOQUIAM AVENUE N.E., IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPER1Y WITH ELECTRIC, TELEPHONE, TV, WATER, SEWER, PUBLIC AND PRIVATE STORM DRAINAGE, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED . OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. TITLE NOTES CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE, ORDER NO. 1351178, DATED OCTOBER 19, 2012 1. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 79509 2. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON SAID SHORT PLAT RECORDED UNDER RECORDING NUMBER 8909120157. 3. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: KING COUNTY RECORDED: JULY 3, 1958 RECORDING NUMBER: 4918232 4. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: KING COUNTY RECORDED: JULY 3, 1958 RECORDING NUMBER: 4918233 5. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO 4612, ORDINANCE ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATH DOWNS, AND MAPLEWOOD SUB-BASINS AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES: RECORDED: JUNE 21, 1996 RECORDING NUMBER: 9606210966 6-10. NOT APPLICABLE TO BE SHOWN ON SURVEY. CITY OF RENTON APPROVALS CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF ______ , 2012. ADMINISTRATOR Cl1Y OF RENTON MAYOR EXAMINED AND APPROVED THIS MAYOR Cl1Y CLERK EXAMINED AND APPROVED THIS Cl1Y CLERK CITY OF RENTON FINANCE DIRECTOR DAY OF ______ , 2012. DAY OF ______ , 2012. I HEREBY CERTIFY THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND ALL SPECIAL ASSESSMENTS CERTIFIED TO THE Cl1Y TREASURER FOR COLLECTION ON ANY PROPER1Y HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL. EXAMINED AND APPROVED THIS __ DAY OF , 2012. FINANCE DIRECTOR KING COUNTY APPROVALS KING COUN1Y DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS __ DAY OF ______ , 2012. KING COUNTY ASSESSOR DEPU1Y KING COUN1Y ASSESSOR ACCOUNT NUMBERS: 152305-9064, 152305-9065, 152305-9090 & 152305-9116 KING COUN1Y FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPER1Y TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPER1Y HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS __ DAY OF , 2012. MANAGER, KING COUN1Y FINANCE DIVISION DEPU1Y PLAT NOTES 1. THE ARTICLES OF INCORPORATION FOR THE BECLAN HOMEOWNERS' ASSOCIATION IS ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. 2. TRACT "A" IS A STORM DETENTION TRACT AND IS HEREBY CONVEYED TO THE Cl1Y OF RENTON FOR OWNERSHIP AND MAINTENANCE PURPOSES. AN EASEMENT IS HEREBY GRANTED TO THE BECLAN HOMEOWNERS' ASSOCIATION FOR MAINTENANCE OF THE IRRIGATION AND LANDSCAPING WHICH LIES OUTSIDE OF THE FENCING SURROUNDING THE STORM POND. 3. TRACT "B" IS A SENSITIVE AREA TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 1,_ ABOVE, FOR OWNER~HIP A_ND MAINTENANCE PURPOSES. S~E NATII/E GROWTH PROTECTION EASEMENT (NGPE) NOTE BELOW. 5. ALL STORM DRAINAGE EASEMENTS (SDE) ARE HEREBY CONVEYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPER1Y WITH STORM DRAINAGE. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT. 6. ALL SANITARY SEWER EASEMENTS (SSE) ARE HEREBY CONVEYED TO THE Cl1Y OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPER1Y WITH SEWER SERVICE. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT. 7. ALL UTILl1Y EASEMENTS (UE) ARE HEREBY RESERVED EQUALLY TO ALL UTILITIES, BOTH PUBLIC AND PRIVATE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT. 8. THE INGRESS/EGRESS & UTILl1Y EASEMENT (1/E&UE) WITHIN LOTS 26, 27 AND 29 IS HEREBY CONVEYED WITH AND EQUAL AND UNDIVIDED INTEREST TO THE OWNERS OF LOTS 27, 28 AND 30 FOR INGRESS/EGRESS AND UTILl1Y PURPOSES. THE OWNERS OF LOTS 27, 28 AND 30 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRIVE SURFACE AND ANY PRIVATE UTILITIES WHICH LIE WITHIN THE EASEMENT AREA. A PUBLIC UTILl1Y EASEMENT IS HEREBY CONVEYED TO ANY ALL ALL PUBLIC UTILITIES WITHIN SAID EASEMENT AREA. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT. 9. THE SIDEWALK EASEMENT (SWE) WITHIN TRACT "8" IS HEREBY CONVEYED TO THE Cl1Y OF RENTON FOR PUBLIC SIDEWALK PURPOSES. . 10. THE MONUMENT/LANDSCAPE EASEMENTS SHOWN HEREON ARE HEREBY CONVEYED TO THE BECLAN HOMEOWNERS ASSOCIATION FOR MAINTENANCE OF THE ENTRY MONUMENT SIGN, LANDSCAPING AND ASSOCIATED FACILITIES WHICH LIE WITHIN THE EASEMENT AREAS. 11. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #365101 ON FILE WITH THE Cl1Y OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. 12. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH THE APPLICABLE Cl1Y OF RENTON TRAFFIC MITIGATION FEE SCHEDULE OR APPLICABLE IMPACT FEE SCHEDULE IN PLACE AT TIME OF FEE PAYMENT. THE APPLICANT SHALL PAY THE MITIGATION OR IMPACT FEE PRIOR TO FINAL PLAT APPROVAL. 13. EACH LOT OWNER SHALL MAINTAIN TREES LOCATED ON THE OWNER'S LOT AND THOSE TREES WITHIN THE STREET RIGHT-OF-WAY ABUTTING THE OWNER'S LOT, UNLESS THE Cl1Y OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM. TREES SHOWN TO BE RETAINED SHALL BE MAINTAINED BY THE FUTURE OWNERS OF THE PROPOSED LOTS. 14. PROPER1Y WITHIN THIS PLAT IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS, KING COUN1Y RECORDING NUMBER 2012_ ______________ . NATIVE GROWTH PROTECTION EASEMENT (NGPE) NOTE THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) IDENTIFIES THE WETLAND AND BUFFER AREA. THE CREATION OF THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILl1Y, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NATIVE GROWTH PROTECTION EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE Cl1Y OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM THE Cl1Y OF RENTON. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY." PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "TRIMBLE 5600" TOTAL STATION, AND "TDS RANGER" DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, BETWEEN MONUMENTS AND PROPERTY LINES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. HORIZONTAL DATUM -BASIS OF BEARINGS Cit 0 -:: ~ HORIZONTAL DATUM FOR THIS PROJECT IS NAD83/91 PER Cl1Y OF RENTON. c1,:W Of 1 RijT~~1?&:J.rROL POINT NO. 478 WAS HELD FOR POSITION. A LINE FROM Cl1Y OF RENTON CONTROL POINT NO. 478 Fi'01r©nrr1~iDR1!Nl'Of.J CONTROL POINT NO. 1852 WAS HELD FOR ROTATION, BEING N64'44-'52"E. OCT 3 1 2011 JOB NO. 15615 Barg h a!ij i~JJE~~IE [D) Consulting Engineers,lnc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 PORT. NW1/4 OF NE1/4, SEC. 15, T23N·R5E, W.M. 1 SHEET 2 OF 3 BECLAN (AKA BECLAN PLACE) BEING A PORTION OF THE NW1/4 OF THE NE1/4 OF SHEET 1 OF 3 LUA 07-041 LND SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON FOUND 3" SURFACE BRASS DISK MONUMENT WEST OF IN1X OF FIELD PL. NE & NE 4TH ST FOUND 1-1 /2" ALUM DISK AT INTX NE 4TH ST & HOQUIAM AVE 660.64' FOUND 3" SURFACE .BRASS DISK MONUMENT VI/PUNCH. N88'21 '08''W 2642.57' 10 11 . t[) 0 I") <D N 3' b _,.,., n b 0 /J) . I ;::; l'-- L{) <D I ·.- ,- . ~ I~ l() <D I ·.- \- 0 ~ l{) ;;; ~ CITY OF RENTON CONTROL POINT NO. 1851 [JUNE 2012] S85' 40'56"E, 18.69' FROM N 1 / 4 CORNER 661.19' 661.75' FOUND MONUMENT IN CASE 2'' BRASSY W/ PUNCH DN. 0.30', 0.30' N. OF THEORETICAL CENTER (HELD THEORETICAL) ;..._ <D ...: ,.,., ~ S88'23'06"E / 1322.39' -/ ~ l() n ~I b 0 /J) w z 50 w ~I w ~ ~ <l'. :J a 01 :L· S88'25'05"E 1323.49' 1325.70' Vic in it y Map Scale N.T.S. w (/) ~ SITE NE 2ND PL NE 1ST CT NE 1ST ST SE 2ND ST NE 3RD PL NE 3RD ST. w SE 134TH ST: ~ :c ---1~ st ~ SE 2ND PL NE 4TH ST. w z NE 3RD ST. NE 2ND ST. w z w ~ 0 :c u iE w --, w z w ~ (/) z g 660.64' FOUND 3" SURFACE BRASS DISK MONUMENT WEST SIDE OF NE 4TH ST & HOQUIAM AVE ,.- SITE 0 661.75 372.01' -N.E. 2ND STREET -T- I • .... 0) t') n ~. w • i 0 .... l{) N b 0 z w z w ::) i--.. z ~lw 2~ 0 I 0 Q:'. w --:, 301 -.I. I ·.--·· I ~I t') I") ~ w . 0 .... tD N 81 z FOUND MONUMENT IN CASE 1-1/2" IP W/PLUG DN. 1.0 AT IN1X JERICHO AVE NE & 144TH AVE SE N88'29'01 "W 2651.39.' 1321.29' S88'25'05"E 1323.49' 1325.70' FOUND 3" SURFACE BRASS DISK MONUMENT W/PUNCH. INTERSECTION OF NILE AVE. N.E. & N.E. 4TH ST. CITY OF RENTON CONTROL POINT NO. 1852 (HELD FOR ROTATION) [JUNE 2012] ·---- FOUND 1" IP "LEANING" I") Ol si N <D -.I. N w • I co .... 0) ~ b 0 z I I I i--.. st "' I") ~ 15 14 + LEGEND FOUND SECTION CORNER AS NOTED FOUND QUARTER CORNER AS NOTED FOUND MONUMENT AS NOTED 14 SCALE: 1" = 200' RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS DAY OF • 20_, AT MINUTES PAST .M. IN VOLUME __ OF PLATS AT PAGES _____ ,, RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF BECLAN (AKA BECLAN PLACE) IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS STAKED CORRECTLY ON THE GROUND AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. 10/29/12 Barghausen Consulting Engineers,lnc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: ( 425) 251-6222 Fax: ( 425) 251-8782 PORT. NW1/4 OF NE1/4, SEC. 15, T23N·R5E, W.M. SHEET 1 OF 3 i: 'j . ' •• \ J i, I . ' ..• .. • o,,,, ' . , ' L GENERAL NOTES: 1. IRRIGATION DESIGN ASSUMES 75 PSI STATIC WATER PRESSURE IS AVAILABLE ON SITE. , 2. USE 4" POP-UP HEADS WITHIN ALL LAWN AREAS AND 6' POP-UP HEADS WITHIN ALL SHRUB AREAS. 12" POP-UP HEADS ARE OPTIONAL IN SHRUB BEDS WITH OWNERS REQUEST. IRRIGATION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. PLAN IS DIAGRAMATIC. VERIFY LOCATION OF STRUCTURES, UTILITIES, AND OTHER SITE ELEMENTS PRIOR TO COMMENCING WORK. NOTIFY PROJECT MANAGER OF ANY CONFLICTS. REVIEW ALL IRRIGATION DETAILS PRIOR TO COMMENCING WORK. REFER TO EQUIPMENT SCHEDULE FOR ALL IRRIGATION HEAD TYPES AND EQUIPMENT. ALL IRRIGATION UNDER ROADS, WALKS, PARKING AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE TWO (2) TIMES THE DIAMETER OF THE INSERTED PIPE OR AS INDICATED. ALL PIPING IS DIAGRAMATIC. PIPING SHOWN WITHIN PAVED OR ADJACENT/PARALLEL TO PLANTED AREAS ARE INTENDED TO BE PLACED WITHIN PLANTING BEDS WHERE POSSIBLE. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AND ADE QUA TE COVERAGE WITH MINIMUM OVERSPRA Y. LATERAL LINE SHALL HAVE MINIMUM OF 12" COVER AND MAINLINES A MINIMUM OF 18" COVER LOCATE IRRIGATION BACK-FLOW PREVENTOR DOWN-STREAM OF SITE WATER METER (BY OTHERS). VERIFY LOCATION WITH PROJECT MANAGER PRIOR TO COMMENCING WORK. IRRIGATION EQUIPMENT SCHEDULE: SYMBOL • .... 8 C><l ~ E9 . ...,.. -. -· ----···-. . • ·/ ·1"' ' -:-·,. , ,). ,' ~ . ' '¥•. DESCRIPTION RAIN BIRD 1806 SPRAY HEAD WITH 8', 10', 12' NOZZLE RAIN BIRD 1804 SPRAY HEAD WITH 15SST, 151.CS, 15RCS NOZZLE BACKFLOW ASSEMBLEY (FEBCO 850 SIZE TO MATCH METER) WITH BRASS GATE VALVE AND QUICK COUPLER FOR WINTERIZA TION BATTERY OPERATED CONTROLLER (1-2 STATION HUNTER NODE) CONTROL VALVE 1"WEATHERMATIC .1, ., --~ \ ' ··,·, i-,;,! ·--:--;. '·'- DO NOT ALLOW VAULT TO REST ON PIPE. ~------------·-FLUSH WITH FINISH GRADE ,------------DOUBLE CHECK VALVE FEBCO 850 (MATCH METER SIZE) i;;i---------'[1-----QUICK COUPLER VALVE ~-~---1+--~~~MASTER VALVE _,,,,,--CARSON STANDARD VAULTS OR / APPROVED EQUAL. SIZE & QUANTITY AS REQUIRED Main Assembly (Not To Scale) '.' ' ' • l NOTES; 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. USE MANUFACTURERS VALVE BOX EXTENSIONS AS NECESSARY 3. PROVIDE 2 CUBIC FOOT DRAIN ROCK SUIMP IN EACH VAULT . ft1 ... IU 111 1 I 12";~1N. -_ 18" MIN. t 11, , 111 I ! AUTOMATIC CONTROL VALVE-SEE SCHEDULE FOR MANUFACTURER AND SIZING UNION, TYPICAL FLUSH W/ FINISH GRADE CARSON STANDARD VALVE BOX OR :tr:' APPROVED EQUAL.VAULT TO EXTEND MIN. }j 6" BELOW VAL VE. USE EXTENSIONS AS ·l j NECESSARY.TWO VALVES PER VAULT MAXIMUM .__ SCH 80 PVC NIPPLE, TYP. ., ,, ' PVC 90 ELBOW S x TH MAIN LINE Control Valve Assembly (Not To Scale) SPRAY OR BUBBLER NOZZLE FLUSH W/ FINISH GRADE NOZZLE & BODY PER PLAN. USE BOTTOM INLET ONLY (2) 1/2" MARLEX ST. ELL 90 12" MIN. SCH 80 PVC NIPPLE, MIN 8" LENGTH 1/2" MARLEX STREET ELL 90 l \_SCH 80 PVC FITINGS, TYP. CL 200 PVC LATERAL, TYP. SIZE AS INDICATED ON PLAN Pop-up Head (Not To Scale) ---' > • T -~ -', i" :) ' PACIFIC LANDSCAl'E MANAGEMENT ' . ', -.~ ; .. :1J . ,1 .• ;1 Landscape Ca.re & Construction 16541 Redmond Way, Ste 319-C Redmond, WA 98052 Phone: 425.885.2905 Fax: 425,885.2918 -----' ' ---- w u <C ...I Q. <( s .. z z 0 I-z <C w 0::: ...I u w ca z 0 Scale: Drawn By: Date: 1"=30'-0" Andrew Looney 10/30/2012 Revision: • c· lfy of Renton PJan11/ng Div,· . SID() OCT 3 1 1012 /BJ {f!t? \ Sheet No.f 1GfElO\'f[ffffl:» IR-1 Of 1 Sheets ) > t_" L, ' ·' ' ... .r .l ' ( .. ·l ::· ' ., t 1 I BECLAN (AKA BECLAN PLACE) BEING A PORTION OF THE NW1/ 4 OF THE NE1/ 4 OF SHEET 3 OF 3 LUA 07-041 LND SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST,. WILLAMETTE MERIDIAN CITY. Of RENTON, KING COUNTY, WASHINGTON I,?us~~s~~N~~.~~\~~ ~~3si'l\ AT INTX JERICHO AVE NE & 1 NE 3RD STREET FOUND 5/8" REBAR/CAP UNPLATT£D UNPLATT£D UNPLATT£D MARKED "CRONES 29537" / 0.5'± N. BY 0.4'± W. OF CORNER POSITION ----;t..:::.:.~t---g';[82~--~fs~a:!:!:B'f23~'0~6~"E~2~5~91.1!!'.B' __ -,-~--~~--~I±:_ __ ".:]" ' B CJ) FOUND MONUMENT IN CASE 2" BRASSY W/'X' ON. 0.60' INTX HOQUIAM AVE NE & 2ND PL NE -------- NE 2NDCT. · IN I!) .... O') • . N 00 ~ ~ I") ~ 11 w z w ::> z ~ ~ ::> I 8 ~3: I /16TH VARIES CENTERLINE w z I~ ::J ....J Cc'. ~ I f':! <D z w u 92.82' 84.50' 9,051 SQ. FT. t I 0000.0~1. J ~ \v ,1_ ~ .LC, r 8 '\ Cf) S88'25'05"E 112.48' 30 7.203 so. FT. 1000001 .;i N69'36'06"E 15.62' 12.01' N88'23'03"W 67.80' 19 7.22 I SO. FT. 1000001 59.90' 81.87' 28 8,432 SQ. FT. [oo[@l N88"23'03''W 90.10' 27 8,366 SQ. FT. 1000001 1/E&UE S64' 17'09"E 1s.3s· "s./L i :;_ S89' 30' 15"E 101.02' SDE-SEE DETAIL BELOW 26 8,496 SQ. FT. 1000001 ,ci.'J?;<.C.;, ,,~ ·~" /J ,<:)'o VL.._ s")tx -y--.'\ 25 8,610 SQ. FT. 1000001 10' UE °' 0 o::i Ol ;.-, l!) d co b 0 d 0 N w . ~ io N b 0 z ~I N ~ t 24 l!) ? l!) S88'23'06"E 372.01' S. LINE NE1/4 NWl/4 NE1/4 - LOT J ABB03B _( 0 \'\0 · \ 2,0 \ S FOUND MONUMENT IN CASE y....c.'S·1 (). 590 9 2" BRASSY W/'X' DN. 0.35' rJ .. G· ~ . AT 1NTx Jrn1cHo AVE NE & J 1 --------_ _ _ _ __ _ _ NE 2ND CT. I ------------ 68.75' 12.5' SDE 8.75' 23 "o 0 LC) N ~ ? S88'23'06"E 342.00' 66.25' LOT 2 65.25' 69.77' j-..._ Ol ...: N ;.-, w Ol =:, ...: " N b ]s, 20 ~ <D cri 0 "-i-7.913 SQ. FT. r l!) ;,. 8,595 SQ. FT. 22 21 l!) in l!) ;,. 8,280 SQ. FT. _m ? 8,821 SQ. FT. l!) l!) 0 1000001 (/) r ~ 1000001 0 (/) r .... 0 1000001 r 0 Cf) Cf) ------------f-l---1------------- 63.75' 66.25' 68.75' ·--------~ 8, 153 SQ. FT. 1000001 10' UE 65.25' ;,. 1000001 ri ~ 0 Cf) LANDSCAPE--....,_ EASEMENT ,J~ ,... '.\ ' 'f) ") ")°' ----___ s"' _'><~· 56.98' / I ,,/ 13.53'.;-/ __ S_88'25'05"E 421.37' TO 1/16TH LINE -42°i25' TO CENTERLINE ------- " N 60.00' NE 2ND PLACE 60.00' 23.05' 10' UE -------60.00' 60.00' 60.00' ----~---------- 10 UE ----~---- ...... w z ::J ; ~-Bl Ci,/-------1-7--------h -·---------- .;-''=--st: 0 <.O I /'S V" c..o y ·\ 7,211 SQ. FT. <D u-i b 0 CJ 0 0 b b ci ci 0 0 ci 0 "' I") ci ci 1000001 S88'25'05"E 111.23' ~ ~ ? l!) l!) ;,. ri 0 Cf) 15 8, 438 SQ. .FT. 1000001 j-..._ n 0 O'l s: ' LO l!) ;,. !'"> ]s, 12 in l!) 7. BOO SQ. FT. ;,. r 1000001 0 Cf) 14 7,600 SQ. Ff. 1000001 ~ 13 l!) LO 7.800 SQ. n ;,. ri 1000001 ~ a Cf) "' "' ~ ? ~ 11 3 10 ,=i> 9 l!) ~ Ji: l!) 7. 800 SQ. FT. l!) io ;,. l!) 7.800 SQ. FT. l!) 7. 800 SQ. FT. ;,. l!) r ;,. ;,. 1000001 ri 1000001 r 1000001 r 0 ;; Cf) ~ (/) 0 0 (/) //) 8 9,059 so. FT. 1000001 ;:: ~ 0 ;; n (/) LC) 16 ~ w S88'25'05"E S88'25'05"E S88'25'05"E 60.00' S88'25'05"E S88'25'05"E 60.00' 60.00' 60.00' 60.00' S88'25'05"E <D S88'25'05"E 60.00' 60.00' r-. 62.55' 60.00' 7,223 SQ. FT. g Z 60.00' 60.00' 60.00' 60.00' 60.00' ...: IOOOOOI ~r--6L~-_J_,-i;~r-r-~~r--t-~~~-~--~~-=---_jr-=~~;-1r~~~~~~-~S8~8Ll'2~5'~05~"~EJJ:.: ~ 71.35' ifi i---r----------___J ~ S88'25'05"E 109.97' 68.80' "' "1 ;::;; R/W PER REC. NO. 8909120157 li=88'53'40" TRACT A STORM DETENTION 20,612 SQ. FT. ·" R=25.00' WB.79·~------------ 0 0 ci "' ~ s: ' l!) l!) -.... r 0 Vl 7 1,800 SQ. FT. 1000001 10· UE -------- 0 0 0 ci 0 ci "' "' ? 6 ? l!) 5 l!) l!) ;,. 7. 800 SQ. FT. l!) 7. 800 so. FT. ;,. ri 1000001 r 1000001 0 0 Vl Cf) ------- 0 0 0 0 "o 0 0 0 0 ci ci 0 ci ci ,.,., "' ~ "' r<) ~ ;:: 4 ? ? 3 s: l!) l!) 2 ~ l!) l!) 1,800 SQ. n l!) l!) ;,. ;,. 7,800 so. FT. l!) ;,. 1,800 so. FT. ;,. !:'1 ri 1000001 1000001 r r 1000001 0 0 0 Cf) (/) 0 Cf) Cf) wlN ~J _=>i '.; 30' I 1 ;2[ ;:: 1/15TH ~ 9,063 SQ. FT. VARIES I IOOOOOI C~NTERLINE r:c ! <D ,,, ·--w 60.00' 60.00' 60.00' ~ ------- ::i: Cf)~ so.oo' 6o.oo· I: I~ ' .... ! 4N w • I") ~ CJ) ~ b 0 I z I ... -.::::---i;--~1145~.~77:_' ______ J__~60~.0Q.£0!'.,_' __ L_..2f!..QQ~~i;~~~¥fr;~--=-r===-=-~ilil==~t=~~=-=t=J1~o·~u~E~:=t~i.it~~~~/ ato ~ acl saB'2s·os"E 577.19' w j' "'-Slf~ I ~===-'-~ ~ "u~--.:.... -=-=== NE 2ND STREET ~ s ::i: . . -± --~ I iE ffi CJ to ROW DEDICATION TO S. LINE NW1/4 NE1/4 CENTERLINE INTERSECTION 2.34' N. & 3.71' E. OF SECTIONAL INTERSECTION ~---S88'21 08"E 660.5f__{f/L) -~NTERLINE --==:!::$';I g/;S==:-cl"'-$-=====-:.....--c_1TY_o_F--RE T10N \ S88'25'05"E ~66~1":;.7';:',5,::::;(~sE==c)~~;;:..=== ---== --_ -_ \_ 1/16TH LINE__?" FOUND MONUMENT IN CASE 2" BRASSY W/PUNCH MARKED "19886" DN. 0.50' AT INTX CENTERLINE INTERSECTION 1.58' N. & 2.46' E. OF SECTIONAL INTERSECTION SCALE: 1" = 50' LEGEND ~ FOUND MONUMENT AS NOTED • CITY OF RENTON STANDARD ROAD MONUMENT TO BE SET AS CONSTRUCTION IS COMPLETED SDE PUBLIC STORM DRAINAGE EASEMENT (SEE PLAT NOTE 5, SHEET 2) SSE PUBLIC SANITARY SEWER EASEMENT (SEE PLAT NOTE 6, SHEET 2) UE UTILITY EASEMENT (SEE PLAT NOTE 7, & "EASEMENTS AND RESERVATIONS", SHEET 2) 1/E&UE INGRESS/EGRESS & UTILITY EASEMENT (SEE PLAT NOTE 8, SHEET 2) SWE SIDEWALK EASEMENT (SEE PLAT NOTE 9, SHEET 2) MONUMENT/LANDSCAPE EASEMENT (SEE PLAT NOTE 10, SHEET 2) -~ IOOOOOI ADDRESS AS PROVIDED BY THE CITY OF RENTON (0ft TREES TO BE RETAINED NE 2ND STREET & HOQUIAM AVE. NE (HELD FOR C/L) CURVE# C1 C2 C3 C4 C5 C6 C7 CB C9 C10 C11 CURVE TABLE LENGTH RADIUS 23.85' 15.00' 0.52' 25.00' 20.85' 25.00' 50.87' 67.00' 6.42' 67.00' 21.38' 25.00' 35.02' 67.00' . 22.26' 67.00' 23.26' 15.00' 23.86' 15.00' 23.86' 15.00' DELTA 91'06'20" ---- 1'11'59" 47'47'23" 43'30'02'' 5'29'20" 48'59'22" 29"56'58" 19'02'24" 88'50'44" 91'09'16" 91'09'16" C?ity of Renton Planning Division OCT 8 1 2012 JOB NO. 15615 Barghausen , Consulting Engineers,lnc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 PORT. NW1/4 OF NE1/4, SEC. 15, T23N·R5E, W.M. ( SHEET 3 OF 3 7__ ------ 17" Cedar- 1 I I I I I I I I i I I I I r-- l 0 I >-- 1 tJ I Uj 0 " '\ -- ",,"" 12" Mople 1 """'"~ 16 "~~ ~-____ :--- ~,__, ~,) ,, ·1 1 r--------, ~ I I I I M,;ple' / / / PLANT MATERIALS LIST Hydrangea quercifolia Pee Wee • 71 Pee Wee var. Oakleaf Hydrangea 2gal @3'oc Acer rubrum Red Sunset Carex morrowii aurea variegata, 1 Golden variegated Sedge 1 gal @ 24" oc 4" 12" 8"~ I / / 30 . I I I I ' 28 Red Sunset Red Maple 2 cal @30 oc Chamaec aris nootkatensis Alaska Cedar 8 2 cal full ,dense, space per plan SlOsf ~:1--=-~-;e-heo_pn"'."""i~a_g_rc-:~'--~e:-h~-~--::i-a----:1-g-a:-I '(f"C""u-ccll-. --,d,--e-ns-e')---::::@-z±-:,1 4"oc 200Dsf 1,· ·.· I SOD-locally grown Perennial Rye, Fescu ~ blend 12" Map le . I ______ _J ii L ___ _ 29 ---I I I I I I I -~I -- 24 -------~- Li uidambar st aciflua "Wor lesdon" Worple s don var. Sweetgum 2 cal 25 oc 103 Trees 29 on lots (see note #8) 132 Total Proposed Trees SEE TREE RETENTION PLAN AND PROTECTIO N DETAILS PER THE APPROVED ENGINEERING PLANS PREPARED BY SCHWEIKL AND ASSOCIATES 18" Cedar -TREES TO BE PRESERVED TREES TO BE REMOVED NOT SHOWN FOR CLARITY Wood Woll r-------1 I I r------1 I 1. .-_ .~_.'. I I I I I SOD-625 sf ,---1 I I I I I 20 I I I NOTES; ' ' 1. A l l plants shall meet t ~e latest requirements of AAN standards for the grading of nursery stoo 1 k. 2. All planting beds to re c eive 2" of fertile mulch. 3. Landscape planting soil to be a commercial blend of 65% sandy loam and 35% garden compost. 4. All landscaping shall bej1 in strict conformance with The City of Renton Municipal code . 5. An irrigation system wi ,I be installed to ser v e the entrance monument, landscape planting on ~ericho Ave. frontage and the storm pond frontag All other landscaping will be maintained by the property owner. 6. Placement of trees/sh 1ubs su~ject to utility plac~ment/l~~ation and may be relocated in the field to meet as-built cond1t1ons. 7. The required front and \side yard landscaping for all lots(except for the frontage on Jerf cho Ave.) will be i nstalled as part of the lot construction and prl or to the certificate of occupancy. I 8 .. Lot Tree Planting-1-2)' caliper tree will be planted on Lots 1-16,18-30 Recommended Varieties i Acer Ginnala(Amur Maple), Acer palmatum Sango t aku(Coral Bark Map l e) Cornus kousa Satomi(K p usa Dogwood) ~ -.;I I -~'----.\ __ -----~-----~ ------.=--- I /'- .. _________ _..,,N~E!d.... _ __f:,2,!,n~d~_....J.p=-~1a!.c~e'-;l__ ___ ~P~Ro~P~o~s~Eo~oR~1v~E~wi!_A~v~c~uT~(ty~p~)--__QcoQ1N~o~ul!.!1T:£F~o~R~1R~R~1G~AT~10~N~-=-:--ii i ___ ~ ~ Q) 17 ,-----, I 1 t3 I I" I el iai/ " I / I "'-. __ , , "" ,, \ . I I ; --~--- ! 1---· I I I I I I I I r.J /I / l I i ( ( i I I I I I : I I 15 / I. 14 I I I I I I I I I I I I I I o [ ________ _j : gl ' ... _ L~ _ 50,00· _ __j ' I I < "'· \ ·,~ ,, . . --~~ -----~~~-~-l~~ --~~ ----, ------. I ,---1 ,---1 I I I I I I I I I I I I I 13 I I 12 I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I L _ ,ooo· _ __j L _ moo· _ _J L _ 50.oo· _ __j ---------t--t1 7l~-...-f~)---~l.,. __ _:_60.00' 60.00' 60 .00' S88"25'15''E 60.00' 60.00' 60.00' 135sf of mahonia -~NE a, 0 "' s : I~ I 60.00' 3: 7 r~i8 1 t3 ._,. . L J/r l~/l'l .--...-0 0 ~ (/) I I I ____ _J ------------------- · .. ,. 211..,..dL._ StreeJ, --- --60.00' Q I <. .-.,.--....:.._ -· ~ ---~ , :. ~,.-~~ -• _'_ I o; -~ ~:__o;,"'<ll~~~~ ,---1 ~ ,---1 I I I I I I I 10 L ___ 50.00· _ __j 60 .00' 60.00 ' ' . p ~Sq n~~limi ~ry Location 9 I I I I I I I 8 L ____ ~ __ J L __ --~~ -_J 60.00' -- 60.00' !/ I I~ I I 71.34' 6879' 1 D ' .. ' ~ ~ a ..q Cj ·~ ~ ~ SOD 1375 sf 2" MAX . PLANT TREE 1"-2" HIGHER THAN IN NURSERY WATERING BASIN UNDISTURBED , GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL SPECIAEO TREE STAKE(S) INSTALL -rREE eoor-OR "ARBORGARD" IN LAWN AREAS. 2"sETTLED DEPTH SPECIFIED MULCH REMOVE BINDING lWINE & TOP 1 /3 Of BURLAP . SPECIFIED PlANllNG SOIL ~~TABLETS (4-21 GRAM-20-10-5) Sr.ARIFY PLANTING PIT SIDES AND BOTTO~ 6" DEEP, FlRM , NATIVE SOIL MOUND ----+--1N HEAVY SOILS, AUGER a·xs· DEEP e--="2x-'"RO""-OT8ALL=-"'Wl=DTHc..___, HOL.£ (OR THROUGH HARDPAN) FILL WrTH CRUSHED ROCK. VERIFY GOOO DRAINAGE PRIOR TO PLANTING. D T ~ee Planting & Staking Detail I REMOVE TOP /3 Of BURlAP ~-2• SEfTlED DEPll-1 OF SPECIFIED MULCH Shrub Planting Detail ---:-"6\ni~@illl 8 Planning Division ffi,\ [p) [p) [R19.1 w. ~ [D) B · "~ \, vKtl,11. ,e. THE ROPER COMPANY ,~,,,,, Landscape Architecture Site Planning 816 Cheny Ave. #3A Sumner. Wo. 98390 Te le: 253-891-1030 Fox: 253-826-389 l roperdale@aol.com PROJECT BECLAN PLACE RENTON, WA. SHEET TITLE LANDSCAPE PLANTING PLAN North ,",rrov,_ &_ Sc_a_Le Scale: l "=30' L.A. Stamp STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DALE A. ROPER CERTIFICATE NO. 164 Job . No. Date: July 16 , 2012 0 REVISIONS C ity of Renton P lann ing Division OC T 3 1 1011 SHEET NO. L 1 . 1 SHEET 1 OF 1