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HomeMy WebLinkAboutR-386901ESTATES AT HIDDN-GREEK VOL. 188, PG. 63 HOUSE TAX PARCEL #238520-0060 �N- _At- W HOUSE i TAX PARCEL #238520-0050 CHEL.A.M. C. EEK PUD A PORTM OF K V4 W V4 WCTiOM V T 23 IL 0 Ey TT1E � C0M1"TY, WA4fi"TON LVA 06 067 C lI�T SE UMMG Paws FORco - - - - M-� r • Oi#74 M � I PARCEL 194-0110 f.:: _.._ � 432- ..,. I L _ 75 GRAPHIC SCALE 40 0 20 40 w c IN FEET I inch = 40 & I - - , - EXISTING 30' PUBLIC-R.O.W. _ NEED f-------------------------------------------------------------- - F LA�1 AVEI*._�-�_ __ -s-S- - - - - - o W I �' ,--------- W EXISTING EXI NG 8" CITY WAT _ / I TAX PARCEL / 1102305-9288 7,657 SF -432 I ,I / I ' I I I HOUSE / L �I � , I SFS I / \-----436 'I � I �- - rz] I r I _I -\ 12 I ►o�I \ \ - 5,507 SF I f II -438 GRAVEL � I I , I j 5,41 SF '---- �\ TAX PARCEL r - - - - - 1102305-9305 i I I I i HOUSE 928 CHELAN AVENUE NE RENTON, WA 98059 LE"L T" LOTS 1 AND 2, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-08-066-LU, RECORDED UNDER RECORDING NUMBER 20090130900003, IN KING COUNTY, WASHINGTON. i JK MONARCH PO BOX 188 PUYALLUP MM 98371 PHONE: 253-840-5660 FAX: 253-840-3350 immvciy Byl C.E.S. raw INC 310 -29TH STREET NE, SUITE 101 PUYALLUP, WA 98372 (253) 848-4282 ENON��ERi C.E.S. NW INC 310 -29TH STREET NE, SURE 101 PUYALLUP, WA 98372 (253) 848-4282 Em MARC CITY OF RENTON BENCHMARK /1848 AT THE INTERSECTION OF NE 81H STREET AND UNION AVENUE NE, ELEVATION = 411.28 CITY OF RENTON BENCHMARK /1849 IN THE CONSTRUCTED CENTfRUNE OF 140TH AVE SE, ELEVATION = 470.65 VERTICAL DATUM NAVD88 UTILM& WATER: CITY OF RENTON SEVER: CITY OF RENTON POOR: PUGET SOUND ENERGY TELEPHONE: CENTURY LMN( GAS: PUGET SOUND ENERGY EMIMOM XIMFffM 29200 CY CUT 350 CY FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES FOR BID PURPOSES. F'1't( &L; l Nit AKtA: 16.5,4M 5U. F I. (4.11 A((1:5) EXISTING ZONING: R-8 TOTAL LOTS PROPOSED: 14 LOTS DISTURBED AREA: 1009404 SQ. FT. (2.30 ACRES) FRONT YARD BUK DWG SETBACK: 15' FRONT LOADED z 10' REAR LOADED SIDE YARD BUILDING SETBACK: 5' REAR YARD BUI..DIrG SETBACK: 20' CORNER YARD BUtI.DING SETBACK: 15' ON-SITE RIGHT OF WAY AREA: 9,435 SQ. FT. 0.22 ACRES SMALLEST LOT AREA, LOT #2: 39930 SQ. FT. 0.09 ACRES LARGEST LOT AREA, LOT #14: 7,657 SQ. FT. 0.18 ACRES) 10.11 AVERAGE LOT AREA: 49968 SQ. FT. ACRES) TRACT "A" SHARED PRIVATE ACCESS): 6,941 SQ. FT. (0.16 ACRES TRACT "B" PROPOSED PUBLIC R/W): 9,435 SQ. FT (0.22 FRES TRACT "Co SHARED PRIVATE ACCESS): 2,877 SQ. FT. 0.07 ACRES TRACT "D" STORM TRACT): 11,594 SQ. FT 0.27 ACRES TRACT "E" SENSITIVE AREA TRACT): 83,085 SQ. FT (1.91 ACRES 1 iV's 1 4AL AL_M 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE. 2. FUG OR FENCE CLEARING LIMITS. 3. INSTALL FILTER FABRIC FENCE PER SHEET C2 AND DETAIL ON SHEET C3 OF THE PLANS. 4. INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON SHEET C2 AND DETAIL ON C3 OF THE PLANS. 5. PERSERVE AND PROTECT ALL WETLANDS AND WTLAND BUFFER AREAS AT ALL TKS. 6. EXCAVATE NATIVE TOPSOIL, FROM A DEPTH NOT GREATER THAN 1 FOOT FROM THE ORIGINAL GROUND, AND STOCKPILE AT THE APPROVED LOCATION. 7. CLEAR AND GRADE SITE. DURING WET SEASON, DO NOT CLEAR ANY MORE AREA THAN CAN BE STABILIZED, PER EROSION CONTROL PLAN, IN A GIVEN WORKDAY. 8. CONSTRUCT TEMPORARY INTERCEPTOR SWALE, ROCK CHECKDAMS, AND OTHER EROSION CONTROL FEATURES AS SHOWN ON SHEET C2, AN PER DETAILS ON SHEET C3 OF THE PLANS. 9. CONSTRUCT DETENTION/WETPOND FACILITIES PER APPROVED PLANS SHEET C6 AND DETAILS SHEET C10 - C15. 10.INSTALL SEWER, WATER, AND DRY UTILITIES IN ACCORDANCE WITH THE APPROVED PLANS. 11.INSTALL REMANNG CATCH BASINS AND STORM DRAPtAGE CONVEYANCE SYSTEM PIPES. 12.CONSTRUCT ALL ROOF AS SHOW ON APPROVED PLANS. 13.INSTALL CEMENT CONCRETE CURB AS SHOW ON APPROVED PLANS. 14.R'EMOVE CONSTRUCTION ENTRANCE AND CONSTRUCT ASPHALT CONCRETE PAVEMENT PER APPROVED PLANS. 15. CONSTRUCT CONCRETE SIDEWALK. 16. SEED ALL BUILDING PADS. 17.SEED OR SOD, FERTILIZE, AND MULCH ALL REMAINING DISTURBED AREAS. 18. AFTER SITE HAS BEEN PERMANENTLY STABILIZED, CLEAN STORM DRAINAGE SYSTEM. REMOVE INLET PROTECTION (CB INSERTS), AND REMOVE ALL SEDKNT FROM DETENTION/KTKW. 19. REMOVE AL TEMPORARY EROSION CONTROL FACILITIES. 20. CALL FOR FINAL INSPECTIONS. UUffY NOTE LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTEITES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS E)IST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DAZE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. E CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING VTH CONSTRUCTION. CES NW INC., ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROIl UTILITIES. W' nwsw vvwlr� ww wvn ■ 0 8. THE APPLICANT SHALL BE REQUIRED TO ENHANCE THE BUFFER AREA ADJACENT TO WHERE THE PATHWAY IS LOCATED. WARE ENHANCEMENT OF THE BUFFER, ADJACENT TO THE PATHWAY, DISE TO EXISTING HIGH QUAUTY VEGETATION, ADDITIONAL BUFFER AREA OR OTHER MITIGATION MAY BE REQUIRED. A REVISED WETLAND/STREAM MITIGATION PUN SHALL BE SUBMITTED TO AN APPROVED BY THE CU1I ENT PLANNINNG PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION OR FINAL PLAT APPROVAL.; SEVER COMES FIRST. FELL SPEvr1CATWN FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR RICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. TRENCH NOTE If WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT BEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR MIONKER SAFETY AND CES NW INC., ASSUMES NO RESPUNSIBWTY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, GRAPIER 49.17 RCw. SPECIAL BUILDING DESIGN NOTE REFER TO THE CHELAN GEEK DESIGN WDELINES FOR SPECIAL DESK! REQtUI RE OTS FOR EACH STRUCTURE. PROJECT CONDMIONS. 1. THE APPLICANT SHALL COMPLY NTH THE ATTACHED CHELAN CREEK DESIGN GUIDELINES FOR ALL RESIDENCES CONSTRUCTED ON THE PROPOSED LOTS. THE APPLICANT WILL BE REQUIRED TO, AS PART OF THE FPUD APPLICATION, PROVIDE ELEVATIONS AND FLOOR PLANS FOR THE PROPOSED STRUCTURES., 2. THE APPLICANT SHALL SUBMT A REVISED LANDSCAPING AND STREET IMPROVEMENT PLAN DEPICTING THE FOLLOWING: A MEANDERING SIDEWALK; ORNAMENTAL. LANDSCAPING AND MODULATED FENCING, FOR THOSE PORTIONS OF THE FRONTAGE NOT ABUTTING THE PROPOSED Ni TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANNER. MODULATION OF THE FENCE SHALL BE USED TO TRANSITION FROM THE PROPOSED FENCE, NOT ABUTTING THE NGPE, TO THE SPLIT RAIL FENCE ABUTTING THE NGPE. IN THE DEPRESSION OF THE FENCE, SERE IT CONNECTS TO THE SPLIT RAIL FENCE, AN ORNAMENTAL TREE SHALL BE PLANTED IN ORDER TO CONCEAL THE TRANSITION OF THE FENCE. THE REVISED PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT, FINAL PUD, OR FINAL PUT APPROVAL, WHICHEVER COMES FIRST. 3. THE PILL.O LLA (LUA08-066) SHALL BE RECORDED PRIOR TO FINAL PLAT RECORDING OR FINAL PUD APPROVAL; W HCHEVER COMES FIRST. 4. THE APPLICANT SHALL BE REQUIRED TO CONSTRUCT, TO THE SATISFACTION OF THE DEVELOPMENT SERVICES AND CURRENT PLANNNING DIVISIONS, STREET IMPROVEMENTS ALONG DUVALL AVE NE. STREET IMPROVEMENTS INCLUDE, BUT ARE NOT LUTED TO: PAVING, SIDEWALKS, CURB, GUTTER, STORM DRAIN, LANDSCAPE, STREETLIGHTS, AND STREET SIGNS. 5. THE APPLICANT SHALL BE REQUIRED TO LOCATE THE MEADERING SIDEWALK CLOSEST TO THE STREET 04ERE THE NGPE ABUTS THE RIGHT-OF-WAY. 6. THE APPLICANT SHALL SUBMT A LIGHTING PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION, FINAL PUD, OR FINAL PUT APPROVAL; WHK04EVER COMES FIRST. THE LIGHTING PLAN SHALL CONTAIN PEDESTRIAN LIGHTING ON BOTH SIDES OF THE PATHWAY IN A STAGGERED CONFIGURATION. 7. THE APPLICANT SHALL BE REQUIRED TO EXTEND THE PEDESTRIAN PATHWAY FROM WHERE IT IS PROPOSED TO BEGIN, NEAR CHELAN PLACE NE, EAST ALONG THE NGPE BORDERIING THE HAMMERHEAD TURN -AROUND AND LOTS 3 AND 4 EVENTUALLY CONNECTING TO DUVALL AVE INE IN THE SOUNM PORTION OF THE SITE. A PEDESTRIAN EASEMENT SMALL BE RECORDED, FOR THE BENEFIT OF THE PUBM FOR TIE LENGTH OF THE PATHWAY PRIOR TO UTILITY CONSTRUCTION, FINAL PUD, OR FINAL PLAT APPROVAL; *1CFEVER COMES FIRST. U. THE APPLICANT SHALL PROVRJE A Will FENCE ON THE RESIDENTIAL SIDE OF THE PEDESTRIAN PATHWAY IDENTICAL TO THE OTHER SIDE OF THE PATHWAY. THE SPLIT RAIL FENCE WILL BE REQUIRED TO INCLUDE AN ENTRANCE GATE THAT OPENS OUT ONTO THE PEDESTRIAN PATHWAY FOR EACH LOT. 10. THE APPLICANT SHALL BE REQUIRED TO ORIENT EACH RESIDENCE AS NOTED ON PAGE 14 OF THE STAFF REPORT; UNDER PRELIMINARY PLAT REVIEW CRITERIA. LOTS 1 AND 2 SHALL BE ORIENTED TOWARDS CHELAN PL NE; LOTS 3 AND 4 TOWARDS THE NGPE (WEST); LOTS 5 TROUGH 12 TOWARDS THE NGPE (EAST); LOT 13 TOWARDS THE NGPE (SOUTH); LOTS 14 AND 15 TOWARDS TRACT A (SOUTH); AND LOT 16 TOWARDS THE ABUTTING PROPERTY TO THE WEST. 11. DRIVEWAY WIDTHS SHALL BE RESTRICTED TO NO MORE THE 10 FEET FOR A SINGLE LANE AND NO MORE THAN 18 FEET FOR DOUBLE LANE DRIVEWAYS. 12. THE APPLICANT SHALL SKINT A REVISED LANDSCAPE PLAN DEPICTING THE RELOCATION OF THE TOT LOT AND THE RELOCATION OF THE GAZEBO TO WHERE THE PROPOSED PEDESTRIAN PATHWAY EITHER STARTS OR TERMINATES. THE REVISED PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD, FINAL PUT, OR UTILITY CONSTRUCTION APPROVAL. IN ADDITION THE PLAN SHALL NOTE ADEQUATE SQUARE FOOTAGE TO COMPLY NTH THE OPEN SPACE REQUIREMENT. 13. THE APPLICANT SHALL BE REQUIRED TO DEPICT ADEQUATE AREA ON EACH LOT FOR PRIVATE OPEN SPACE ON THE PARKING, LOT COVERAGE, AND LANDSCAPING ANALYSIS TO BE SUBMITTED AS PART OF THE FINAL PUD APPLICATION. 14. THE APPLICANT SHALL BE REQUIRED TO ESTABLISH A HOMEOWNERS' ASSOCIATION FOR THE DEVELOPMENT, RICH WOULD BE RESPONSIBLE FOR ANY COMMON IMPROVEMENTS AND/OR TRACTS WITHIN THE PUD PRIOR TO FINAL PLAT OR FINAL PUD APPROVAL; W H11"VER COTS FIRST. IN ADDITION, THOSE STANDARDS INCLUDED IN THE CHELAN CREEK DESIGN GUIDELINES THAT ARE APPLICABLE TO THE MAIINTANNING THE DESIGN OF THE PUD SHALL BE INCORPORATED INTO THE HOMEOWNERS' ASSOCIATION BYLAWS. 15. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE ALL REQUIRED INSPECTIONS FOR ALL BUILDINGS LOCATED ON THE PROPERTY PRIOR TO THE REG OF THE FINAL PUT. 16. (NOT USED) 17. THE APPLICANT SHALL SUBMIT A REVISED DETAILED LANDSCAPE PLAIN PREPARED BY A CERTEIED LANDSCAPE ARCHITECT OR OTHER LANDSCAPE PROFESSIONAL TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT, FINAL PUT, OR FINAL PUD APPROVAL; AVER COMES FIRST. THE REVISED LANDSCAPE PLAN SHOULD INCLUDE: A 5 -FOOT LANDSCAPE STRIP ALONG THE FRONTAGE OF LOTS 1 AND 2; AND ORNAMENTAL 10 -FOOT LANDSCAPE STRIP ALONG DUVALL AVE NE STREET FRONTAGE FOR LOTS 1 THROUGH 4 AND LOT 13; AND ORNAMENTAL LANDSCAPING TO MIRROR THE EXISTING FRONTAGE IMPROVEMENTS ALONG DUVALL AVE NE, JUST SOUTH OF THE SITE. THE REVISED LANDSCAPE PLAN SHOULD ALSO INCLUDE FENCE DETAIL FOR THE ENTIRE SITE. 18. THE APPLICANT SHALL RECORD ACCESS EASEMENTS FOR EACH TRACT PRIOR TO UTILITY CONSTRUCTION, FINAL PLAT, OR FINAL PUD APPROVAL, WHICHEVER COMES FIRST; THE EXISTING ACCESS EASEMENT SHALL BE REVISED TO RESTRICT ACCESS TO LOT 16 ONLY; AND THE RESIDENCE LOCATED ON LOT 16 SHALL INCLUDE A Flip SPRINKLER SYSTEM TO THE SATISFACTM OF THE CITY OF RENTON FIRE DEPARTMENT. 19. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED PUT PLAN DEPICTING A 15 -FOOT RADIUS ON THE NORTHEAST CORNER OF LOT 12. THE REVISED PLAN WOULD BE REQLWD TO BE SUBM11TTED PRIOR TO COIN.SIil Xrm PERMIT, FINAL PLAT, FINAL PUD APPROVAL; WHICHEVER COMES FIRST. 20. THE APPLICANT SHALL BE REQUIRED TO EXTEND THE EXISTING 8 -INCH WATER MANN WITHIN THE ACCESS EASEMENT (EXTENDED FROM NE 10TH ST) TO THE SOUTH BOUNDARY OF LOT 16 PRIOR TO FINAL PUT APPROVAL. WAIER MAIN EXTENSIONS SHALL ALSO BE INSTALLED FOR THE FULL FRONTAGE OF LOT 3. 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POWER POLE �- STREET SKIN i � FIRE HYDRANT i �S SANITARY SEWER MANHOLE � ❑ TELEPHONE RISER 1B WATER METER � -0- ununr POLE E GUY MARE - - - - - RIGHT OF MA1Y LINE - - - - - - - - EDGE OF PAVEMENT PROPERTY LINE CONCRETE CONTOURS SD STORM LINE �-- ❑ CATCH BASIN ■ OO CATCH BASIN TYPE II � STORY/SEVER CLEANOUT • e� CHAIN LINK FENCE CURB do GUTTER - - - CLEARING LIMITS i1�YY1i1 SILT FENCE x -x ASPHALT PAVEMENT SAWCUT------- W WATER MAIN W S SEWER UNE S SIDE SEVER SS CHECK DAYS EASEMENT UNE ---------- BUILDING SETBACK UNE - - - RD RD ROOF DRAIN LMIE (RD) RD �a MUTTER VALVE (W1) N WETLAND BUFFER ADDITION BUFFER REDUCTION ROCK WALL U> i�, ?�b<l of CALL 48 HOURS BEFORE YOU DIG DIAL 811 oil P��SINr�i wAsy' CIO 1 42841 ��SSFo / S /pHA L m - m 00 rn D -0.;2 oD n �z Zc:0 rnO o � y 0 c z rn� I� NZ m Z m Yr 0 D C I D D 'n o n y _+ 00 rnO o � m m M c o_ o I� o D • zC Yr z Z G y3 C L7) - m jiN C rr m o D I 9 D 1 N m n y _+ 00 a m m o � n T CID o I� CD mb (7,'C d C C D n I� _