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HomeMy WebLinkAboutLarge FormatAPPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE OEPARlMENT OF DE~OPMENT AND ENVIRONMENTAL SERVICES SHORT PLAT NO. L04S0037 KING COUNTY, WASHINGTON EXAMINED AND APPROVED THIS __ DAY OF _____ ,20 __ DI SCALE: 1 INCH = 20 FT. ._,.I _ __JIii ..... -. ___ _ 0 10 20 40 60 ASSESSOR DIRECTOR, LAND USE SER ES DIVISION ~...,c;r;r ROVED THlsj1t_\bAY OF Vfpt@W204 s DEPUTY ASSESSOR PORTION OF ACCOUNT NUMBER----------- NE 1 / 4 OF THE NE 1 / 4 SEC. 29, TWP. 23 N., RGE. 5 E., W.M. STATE OF {Alt/: ~ ' ss COUNTY OF I( I ~ I CERTIFY TH I KNOR HAVE SATI ACTORY EVIDENCE THAT SIGNED THIS DEDICA Tl N AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. i,,/o,ltJ1 COUNTY OF _ _...._.......,,._ __ I CERTIFY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF AJA: ~ COUNTY OF Kl~ ~ SS 1 CERTIFY THAT~ K~OR HAVE SATll"Ac.T-:: EVIDENCE THAT Qttblr, or "" . 61 AE. ,~ SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT~~:OWLEDGED IT AS THE l£.9dew': OF ~U QGllt'IF; TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED 4ff 4L,9~ SIGNATURE OF ...J,. 1 NOTARY PUBLIC ___, _ __...._"'~"._ ___ _ PRINTED NAME OF~ ?::i-~A..I. NOTARY PUBLIC ................ __..._.._..._~"""""'__....._,..,..§A1' TITLE ~~ MY APPOINTMENT E;JS :1:\IA.l\O DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND 00 HEREBY DEDICATE TO THE USE OF THE PUBLIC FOR- EVER, ALL STREETS ANO AVENUES NOT SHOWN AS PRIVATE HEREON AND DE- DICATE 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 SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVE- NUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL. PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFIC- ALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HERE- BY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUB- DIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER. THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUB- DIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CONST- RUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR AS~,IGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESU .. TING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. Tt-llS SUBDIVISION, DEDICATION, WAIVER OF CLA!MS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CON SEN, AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS 111-lEREOF W£ SET OUR HANDS AND SEALS. ~ ~Wt; 't.-J. ~ ~ NAME~: "t~ NAE.'"RANCES LUND Q ... at, ~"' N E FRONTIERBANK SURVEY NOTES: 1.) BASIS OF BEARING: NORTH 01'33'29" EAST ALONG THE MONUMENTED CENTERLINE OF 114 TH AVENUE SOUTHEAST, PER THE PLAT OF "AKER'S FARMS NO. 6" ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, AT PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. 2.) MONUMENT VISITATION DATE: UNLESS OTHERWISE INDICATED, SURVEY MONUMENTS OR MARKERS SHOWN HEREON WERE VISITED & OBSERVED DURING AUGUST 2005. 3.) FIELD SURVEY METHODOLOGY: FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING A 5-SECOND OR BETTER ELECTRONIC TOTAL STATION IN CONFORMANCE WITH ACCEPTED SURVEY PROCEDURES WHICH MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY WAC-332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. 4.) INSTRUMENT CALIBRATION: ALL MEASURING INSTRUMENTS EMPLOYED IN THIS SURVEY HAVE BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND HAVE BEEN COMPARED WITH AND ADJUSTED TO A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PRECEDING 12 MONTHS. 5.) ALL LOT AND TRACT CORNERS TO BE STAKED WITH 5/8" REBAR WITH CAP "BVP 17676" FOLLOWING RECORDING OF THIS SHORT PLAT. RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF ------,20_AT ___ M IN BOOK _____ OF SURVEYS AT PAGE __ _ LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE IN J" ul!:} . 20 07 ~g; 6($£;;._ AT THE REQUEST OF _______ _ 1ftJ701 f'J~00(J()g MANAGER / SUPT. OF RECORDS BEN V. PETERSEN, CERTIFICATE NO. 17676 LEGAL DESCRIPTION TRACT 5, BLOCK 3, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, AT PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO: THE RIGHT TO ENTER SAID PREMISES TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064, AND; AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF, UNDER RECORDING NUMBER 7502180394, IN FAVOR OF PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION, PERTAINING TO 3 GUY WIRES AND 3 ANCHORS (NOT SHOWN ON THIS MAP), AND; AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED MAY 3, 2007 UNDER RECORDING NUMBER 20070503002725, TO PUGET SOUND ENERGY, FOR ONE OR MORE UTILITY SYSTEMS, 10 FEET IN WIDTH HAVING 5 FEET OF SUCH WIDTH ON EACH SIDE OF THE CENTERLINE OF GRANTEE'S SYSTEMS LOCATED AS CONSTRUCTED OR TO BE CONSTRUCTED, EXTENDED. OR RELOCATED, EXCEPT THOSE PORTIONS OCCUPIED BY EXISTING BUILDING FOOTINGS, FOUNDATIONS, AND/OR SUBSURFACE STRUCTURES (NOT SHOWN ON THIS MAP). CITY OF RENTON SURVEY CONTROL MONUMENT NO. 895 FOUND "X" IN 3" BRASS SURFACE MONUMENT STAMPED "TOWNSEND & ASSOCIATES 9634", VISITED 30-0CT-2003 REFERENCE TO NAD83/91 SURVEY CONTROL (NOT TO SCALE) CITY OF RENTON SURVEY CONTROL MOMUMENT NO. 1640 FOUND 4"X4" CONCRETE MONUMENT WITH 3" BRASS DISC WITH PUNCH IN CASE SE 160TH ST DOWN 1.2· VISITED 8/16/2005 20 S88'46'15"E (WCCS) ' ~-----------------N88'46'45"W _ 2658.97' 5209~230) S88'45'03"E 2659.06' (M) 2~21 29 1925.85' (C) -T 733 21· (C) _____ _ PLS, INC. , · 29 28 N:11247.44 I O PLS, INC. E:9028.18 (1) AS PUBLISHED ON THE wees WEBSITE 6/7/07 ..----'--' N:11189.48 ~ 1' ~ bJ E:11686.61 KING COUNTY ( 1) ~ c:i N: '170706.002 , ro · TY (1) E:1303177.356 ,w I lfl >w KING COUN N: 170648.966 -~ , ci:' <( E: 1305835.695 LEGEND: + {M) (C) (209/230) SECTION CORNER 1/4 SECTION CORNER FOUND MONUMENT (SEE SHEETS 3 & 4) MEASURED BY PLS, INC. CALCULATED BY PLS, INC. PER RECORD OF SURVEY BOOK/PAGE a•PLS, Inc. •• Professional Land Surveyors 317 NW Gilman Boulevard, #29 Issaquah, Washington 98027 (425) 313·9378 (fax) 313-9379 ri I:--~ I" 0 I I{) zl~ ,- I -----:j------- 0, SE 162ND ST. w~ I • <1; Ol W I• 5'1001~ r<) la.. (0 r o lfJ ~ I (0 0 (/) I z <ii ----~------- SE 164TH ST. LUND SHORT PLAT N.T.S. DRAWN BY: DA TE: JOB NO.: EGH JULY 19, 2007 5066 CHECKED BY: SCALE: SHEET: BVP 111 = 20' 1 OF 4 SHORT PLAT NO. L04S0037 KING COUNTY, WASHINGTON KING COUNTY PLAT RECORDING NOTES: "ALL BUILDING DOWN SPOUTS, 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 ON FILE WITH DOES AND/OR THE DEPARTMENT OF TRANSPORTATION. 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 DESIGNATED FOR PERFORATED STUBS-OUTS, DISPERSION, OR FILTRATION SYSTEMS, THE DESIGNS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE." PURSUANT TO KCC 21 A.43, SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION. THIS PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. PURSUANT TO KCC 21A.38.230, AN APPROVED TREE RETENTION PLAN IS ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.), RECORDS CENTER, ON SHEET M OF THE APPROVED ENGINEERING PLANS NO. ~. UNDER ACTIVITY NO. l05SR031. LOTS 1. 2. 8. 5. AND TRACT "E" WITHIN THIS (SHORT) PLAT EITHER CONTAIN TREES THAT MUST BE RETAINED OR MUST BE PLANTED / REPLACED PER SAID APPROVED TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY LAND USE SERVICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. STREET TREES: THE STREET TREES PURSUANT TO KCC 21 A.16 SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLESS AND UNTIL KING COUNTY OR ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. KING COUNTY FIRE MARSHAL CONDITIONS: ANY FUTURE RESIDENCE CONSTRUCTED ON LOTS 5, 6 AND 8 WITHIN THIS SHORT PLAT MUST BE SPRINKLED (NFPA 130) UNLESS THE REQUIREMENT IS REMOVED BY THE KING COUNTY FIRE MARSHAL OR HIS/HER DESIGNEE. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY COMPANY, QWEST, COMCAST, (OTHER PRIVATE UTILITIES), AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS AND PRIVATE DRIVES AND, THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS AND 5.00 FEET PARALLEL WITH AND ADJOINING ALLEYWAYS AND PRIVATE DRIVES. FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS") ADJACENT TO THE 5-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUPY UP TO AN ADDITIONAL 5-FEET IN WIDTH (FOR A TOTAL WIDTH OF 10 FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF THE AS-BUILT VAULT(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLMENT OF FACILITIES THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT. CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THOSE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONES, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENTS WITHOUT PERMISSION FROM EASEMENT OWNERS. KING COUNTY DRAINAGE EASEMENT AND COVENANT: ALL DRAINAGE EASEMENTS WITHIN THIS SHORT PLAT, NOT SHOWN AS " PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS SHORT PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND ' IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY PROPEHTY SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PRIVATE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS SHORT PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS. FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS 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 IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE. PLAN NO. 4189 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DOES. RECORDING NO. VOL/PAGE SCALE: 1 INCH = 20 FT. 0 10 20 40 60 PORTION OF PUBLIC DRAINAGE EASEMENT RESTRICTIONS: STRUCTURES, FILL, OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS SHORT PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY ODES OR ITS SUCCESSOR AGENCY. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. (ADDRESSING): THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 16201 TO 16375 AND WITHIN THE RANGE OF 11300 TO 11375 FOR THE EAST -WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT /SENSITIVE AREA ANO BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SETBACK AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT /SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED. COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. ~10 BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. •• PLS, Inc. •• Professional Land Surveyors 317 NW GIiman Boulevard, #29 Issaquah, Washington 98027 (425) 313-9378 (fax) 313-9379 NE 1/4 OF THE NE 1/4 SEC. 29, TWP. 2.3 N., RGE. 5 E., W.M. TRACTS A. 8. C. D AND E ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330; A ''TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS. RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. TRACT "A" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 5 AND 8. OWNERSHIP OF LOTS 5 AND 8 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. TRACT "B'' IS A PRIVATE DRIVEWAY TRACT FOR INGRESS, EGRESS, UTILITIES AND PRIVATE DRAINAGE AND IS HEREBY CONVEYED TO THE OWNERS OF LOT 6 FOR OWNERSHIP AND MAINTENANCE. THE OWNERSHIP OF LOT 6 SHALL INCLUDE THE OWNERSHIP OF TRACT "B". AN OVERLYING INGRESS AND EGRESS EASEMENT IS HEREBY CONVEYED TO ALL OF THE LOT OWNERS (LOTS 1 THROUGH 8, INCLUSIVE) FOR ACCESS TO THE RECREATION TRACT "C". TRACT "C" IS A RECREATIONAL TRACT FOR THE BENEFIT OF ALL LOT OWNERS IN THIS SHORT PLAT. OWNERSHIP OF A LOT WITHIN THIS SHORT PLAT (LOTS 1 THROUGH 8, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "c", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. TRACT "D" IS CONVEYED TO KING COUNTY FOR DRAINAGE PURPOSES UPON THE RECORDING OF THIS SHORT PLAT. TRACT "E" IS A SENSITIVE AREA TRACT. OWNERSHIP OF A LOT WITHIN THIS_ SHORT PLAT (LOTS 1 THROUGH 8, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "E", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE AND PROTECTION OF SAID SENSITIVE AREA TRACT. AN INGRESS AND EGRESS EASEMENT IS HEREBY DEDICATED TO KING COUNTY, OR ITS SUCCESSOR AGENCY, OVER AND ACROSS TRACT "8" AND THAT PORTION OF TRACT "c" DESIGNATED AS "ACCESS EASEMENT" FOR THE PURPOSE OF PROVIDING ACCESS TO TRACT "D". "AS THIS SHORT PLAT WAS VESTED PRIOR TO JANUARY 1, 2005, THE FOLLOWING CLEARING AND GRADING NOTE APPLIES: CONSTRUCTION WORK INVOLVING SOIL DISTURBANCE, GRADING, AND FILLING OF THE SITE, INCLUDING INDIVIDUAL RESIDENTIAL BUILDING PAD PREPARATION, IS PROHIBITED FROM OCTOBER 1 THROUGH MARCH 31, UNLESS OTHERWISE APPROVED BY KING COUNTY DOES OR ITS SUCCESSOR. AGENCY." LUND SHORT PLAT DRAWN BY: DATE: JOB NO.: EGH JULY 19, 2007 5066 CHECKED BY: SCALE: SHEET: BVP 1"= 20' 2 OF 4 / _J r ' J I -< ,,.,, ~. I I , • ,' ' "l ' ') 'J )] ,. ' . ·'' .. ,,. '(\' j;: ,,- ;-.>! ,:'·. . ''-~ ' ' (:~(:.' _., .. , I '" ... , -------- LOT 7 --, __ ,!!lb,·------<'.·~ ---~---- ----- -----·-·-~·--... _ " I ' / ', ., /,,.,,.. ··< '::,. '/ / <1 I I ~-\ u _I I '< I ' I r \ ', \,.--- \, r1 h ,, ' g VJ t; ' I t:2 g 1 • :":I-g ·,~ \6" ' "-< 1s ,, ~' lq §, uJ " ,t; vj~ cp :! I -_11 \['.) r:; ((; o.r , I f, ·: :>) (.:' j' ' ·--( ~ -..J;:J~·-'- CLASS 3 STREAM DRAINAG[ SW1\I[ (;:-' - ' SIGNIFICANT TREE RETENTION PLAN SCALE: 1 "=30' SIGNIFICANT TREE RETENTION NOTES: • PURSUANT TO KCC 21A.38.230 FOR THE APPLICABLE COMMUNITY PLAN AN APPROVED SIGNIFICANT TREE RETENTION PLAN IS ON FILE WJTH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) RECORDS CENTER, ON SHEET M OF THE APPROVED ENGINEERING PLANS NUMBER L0450037 AND AC'TIVITY NUMBER L05SR031 LOTS I 2 3 5 R-1 AND S-1, WJ1HIN 1HIS PLAT CONTAIN TREES THAT MUST BE RETAINED PER SAID APPROVED TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVl'TIES 1HAT 'MLL (OR MAY) IMPACT A SIGNIFICANT TREE Wl1HIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY DOES LAND USE SERVICES DIVISION AND /OR SUCCESSOR, FOR COMPLIANCE WJTH SAID TREE RETEN'TION PLAN. THE CURRENT LANDOWNER AND FUTURE LANDOWNERS SHALL MAINTAIN AND PROTECT SAID TREES AND SECURE PERMITS AS REQUIRED TO PERFORM ANY MAINTENANCE AND /OR SECURITY AC'TIVITY SUCH AS HAZARD TREE REM EDI A 'TION. • IHE PERMIT APPLICANT SHALL DETERMINE THAT THE FINAL TREE RETENTION PLAN DOES NOT INCLUDE SIGNIFICANT TREES UNABLE TO SURVIVE MORE THAN TEN '!'EARS AnER THE DA TE OF PROJECT COMPLETION. , SIGNIFICANT TREE PROTECTION: 1. PRIOR TO ANY CLEARING ALL TREES TO BE RETAINED SHALL BE FLAGGED. 2. PRIOR TO GRADING AND THROUGHOUT CONSTRUCTIONS, A TEMPORARY CHAINLINK OR PLASTIC NET FENCE SHALL BE USED TO IDENTIFY THE PROTECTED AREA OF ANY SIGNIFICANT TREE DESIGN A TED FOR RETENTION. Ti1E HEIGHT OF SUCH FENCING SHALL BE ADJUSTED ACCORDING TO THE TOPOGRAPHIC AND VEGETATIVE CONDl'TIONS OF 1HE SITE TO PROVIDE CLEAR VISUAL DELINEATION OF THE PROTECTED AREA. THE SIZE OF Ti1E PROTECTED AREA AROUND THE TREE SHALL BE EQUAL TO ONE FOOT DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER MEASURED FOUR FEET ABOVE Ti1E GROUND. , AT NO 'TIME DURING AND AFTER CONSTRUC'TION SHALL Ti1E FOLLOWING BE PERMITTED WJTHIN Ti1E SIGNIFICANT TREE PROTEC'TION AREA: (A) IMPERVIOUS SURFACES, FILL, EXCAVATION, OR STORAGE OF CONSTRUC'TION MATERIALS (B) GRADE LEVEL CHANGES, EXCEPT IN LIMITED CIRCUMSTANCES \\HEllE PROPOSED IMPROVEMENTS USING PERMEABLE MATERIALS ARE DETERMINED BY AN ARBORIST TO BE NON-DETRIMENTAL TO Ti1E TREES ROOT SYSTEM. , SIGNIFICANT TREE MAINTENANCE: (A) ALL SIGNIFICANT TREES SHALL BE MAINTAINED FOR THE LIFE OF THE PROJECT INCLUDING MONITORING (B) ALL SIGNIFICANT TREES SHALL BE PRUNED AND TRIMMED AS NECESSARY TO MAINTAIN A HEALTIW GROWING CONDITION OR TO PREVENT PRIMARY LIMB FAILURE. THIS REQUIREMENT SHALL NOT BE INTERPRffiD TO ALLOW: (1) TOPPING OF PRIMARY STEMS (2) PRUNING THAT RESULTS IN Ti1E LOSS OF 20 PERCENT OF VEGETATIVE MASS (3) CUT'TING OF MAJOR ROOTS, EXCEPT IN PREPARA'TION FOR 'TIRANSPLANTA'TION OR AS DEEMED NECESSARY AND/OR ACCEPTABLE BY A CER'TIFIED ARBORIST (4) WITH THE EXCEP'TION OF DEAD, DiSEASED OR DAMAGED TREES SPECIFICALLY RETAINED TO PROVIDE WILDLIFE HABITAT; OTHER DEAD, DISEASED, DAMAGED OR STOLEN PLAN'TING SHALL BE REPLACED IMMEDIATELY OR Ti1E NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLAN'TING SEASON. NOTE: ALL TREE'S TO BE REMOVED, PRUNED, OR LIMBED FROM PUBLIC RIGHT OF WAYS REQUIRES A RIGHT OF WAY USE PERMIT FROM THE APPROPRIATE PUBLIC AGENCY AND NEEDS TO BE SECURED AND SUBMIHED TO KC ODES PRIOR TO ANY CLEARING IN Ti1ESE AREAS. (CONTACT BERNARD THOMPSON FOR CLEARING IN KING COUNTY RIGHT OF WAY AT TELEPHONE NUMBER 206-296-0887 OR E-MAIL BERNARD. THOMPSON@.ME'TIROKC. GOV. ..•. ,, ' NOTE: ALL TREES ON THE SITE ARE TO BE RETAINED, EXCEPT TWO DECIDUOS TREES < 8" DIAMETER AS SHOWN GRAPHIC SCALE 15 JO 80 i J I ( IN FEET ) 1 inch = 30 rt. 120 I EXIS'TING TREES TO . BE RETAINED (TYP) CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES SEP i ~ ltl05 KING i.UUN I'/ LAND USE SERVICES Lu_ND ,in\ v1 P~ 0 V E D U JECTTO : ' ~' C01'B!)TI02S' ----_ L -2-1-ofi KINC OUNTY I.At:!D USE SERVICES DIV. '* ""Prl(oi.Jl:'D ~Cf-0tC11.Jlf1(')\LLT t~C:.€. Cli1.LL '-t (fE~ K Ct Z. I A. 312. ~ 3o) Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: LUND PLAT 16217 114TI-l A VENUE SE RENTON, WA 98055 Developer: Mr. Guy Lund 17844 147th Avenue SE Ren ton, WA 98056 Job Data: fEC Joh #, l)ra wn,· Checl,ed· 281-PLS WNT RP LMT Authorized Use: This drawing is issued for use in /he Ii/led project only II shall nal be used for any a/her purpose without the express authorization and/or adaptation by T[C. Permit Agency: KING COUNTY ACTIVITY #: L05SR031 PROJECT #: L04S0037 EXPIRES 6/10/07 Issued for: FINAL PLAT 6/9/05 Rev. Date CO. COMM. 9 /12/05 Sheet Title: SIGNIFICANT TREE RETENTION ~~~~~~~~~~~~~~--1PLAN APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES Date ® King County, Washington James H. Sanders, P.E. Development Engineer Sheet No: 0.5 Sheet of ' PROJECT PLAN SCALE: 1 "=60' PROJECT DATA: LEGAL DESCRIP T/ON: LOT 5, BLOCK 3, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42, AT PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. BASIS OF BEARING: NORTH 01'33'43" EAST ALONG THE MONUMENTED CENITRLINE OF 114TH 2E9 A VENUE SOUTHEAST, PER THE PLAT OF "AKER'S FARMS NO. 6" ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, AT PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DA!UM NAVD 88 VERTICAL CONTROL: WASHINGTON COUNCIL OF COUNTY SURVEYORS SURVEY CONTROL DATABASE ID NO. 6236 (RENT895), BRASS DISK IN CONCRETE STAMPED "TOWNSEND & ASSOC. LS 9634" LOCATED IN RENTON AT THE INTERSECTION OF JONES PLACE SOUTHEAST AND AN OVERHEAD POWER TRANSMISSION LINE. PUBLISHED ELEVATION = 408.849 GRAPHIC SCALE -60 0 30 ~ ---LIM ' £ARTWORK QUANTITIES:* CUT FILL 450 C.Y. 450 C.Y. 60 120 I I ( IN FEET ) 1 inch = 600 ft. * THESE ARE APPROXIMATE ESTIMATED QUANTITIES FOR PERMIT REVIEW AND DO NOT INCLUDE QUANTITIES FOR UTILITY TRENCHING. CON1RACTOR SHALL BE RESPONSIBLE FOR INDEPENDENTLY DEITRMINING ALL QUANTITIES FOR BIDDING AND CONSTRUCTION. IMPERVIOUS SURFACES: EXISTING IMPERVIOUS SURFACE AREA = PROPOSED IMPERVIOUS SURFACE AREA = 17 640 51,396 33,756 NET INCREASE IMPERVIOUS SURFACE AREA=~-,,,,... S.F. S.F. S.F. t 2<0 I - GENERAL NOTES: I) ALL CONSTRUCTION SHALL BE IN ACCORDANCE 111TH 11-IE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2) THE DESIGN ELEMENTS l\1THIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE ODES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3) APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION {E.G. DOMESTIC WAlER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4) BEFORE ANY CONSTRuc·noo OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE ODES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5) A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE VIHENEVER CONSTRUCTION IS IN PROGRESS. 6) CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7) IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS-OF-WAY. 8) FRANCHISED UTILITIESOR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONS'ITTUGTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPlER 8 ARE SUBMITTED TO THE ODES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSIHUCTION. 9) DATUM SHALL BE NAVO 1986 UNLESS OTHER!MSE APPROVED BY DOES. 10) GROUNDWATER SYSTEM CONS1RUCTION SHALL BE 1\111-IIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT IIOf UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE 111TH SECTION 81 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11) ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12) ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13) OPEN CUTTING OF EXISflMG ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE 111TH KCRS 8.03 (8)3. 14) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY 011-IER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC, ANO TO PROTECT PROPERTY IN CONNECTION 111TH THE PERFORMANCE OF WORK COVERED BY THE CON1RACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-Of-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23," 'TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS EN'TIRETY. VICINITY MAP SCALE: N. T.S. CIVIL SHEET LIST: ' 1 COVEf! SHEET _ EXISTING TOPOGRAPHIC SURVEY (BY OTHERS) 2 PRELIMINARY LOT LAYOUT AND BUFFER AVERAGING PLAN 3 PRELIMINARY PAVEMENT PLAN 4 PREllMINARY GRADING AND DRAINAGE PLAN 5 PRELIMINARY DETENTION PLAN LEG~~ND: --· · · -DITCH OR SWALE FLOW LINE ti AREA DRAIN ii CATCH BASIN TYPE 1 C CLEAN OUT -RD--ROOF DRAIN --FD---FOOT DRAIN STORM DRAINAGE LINE (SO) ABBl~E~IATIONS: AD AREA DRAIN APWA AMERICAN PUBLIC WORKS ASSOCIATION CB CATCH BASIN C.O. CU:ANOUT DEV DEVELOPMENT DISP. DISPERSION E EAST EX EXISTING FD FOOTING DRAIN FOC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FH FIRE HYDRANT GV GATE VALVE HYO HYDRANT IE INVERT ELEVATION LF LINEAL FOOT LS LANDSCAPE DESIGN MJ MECHANICAL JOINT N NORTH NTS NOT TO SCALE RD R/W s SD STD TYP w WSDOT N EB ... .... ~ v ~ FIRE HYDRANT THRUST BLOCK VALVE BEND FITTING WATER METER ROOF DRAIN RIGHT-OF-WAY SOUTH STORM DRAIN STANDARD TYPICAL WATER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ID) @©@ D w [g ID CALL BEFORE YOU DIG /.n) OCT O 4 2004 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES KC. D.0.E.S Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fox 425-391-1551 Project: LUND PLAT Developer: Mr. Guy Lund 810 East Fourth Street Port Angeles, WA 98362 Job Data: T[C Job#, JJBsignec/: Drawn: Checked 281-PLS WNT RP LMT Authorized Use: This drawing is issued for use in the titled project only. It shall not be used for any other purpose without the express authorization ond/ar adoplotion by TfC. Permit Agency: KING COUNTY EXPIRES 6/10/05 Issued for: PRELIM PLAT 9 /2/04 Rev. Dote Sheet Title: COVER SHEET Sheet No: 1 Sheet of I ,. ' I / 5 FOUND PUNCH IN BRASS CAP STAMPED "17364", SET IN 3"X3" CONCRETE MONUMENT IN CASE, VISITED 30-0CT-2003 ===--=-====-=~===~~===~~===~=---------y-------------;r;~~;IE~4;7~2-:5~3 ~/ -------;::-;-:::-:-:--:-----FOUND BRASS TACK IN LEAD, SET IN 4"X4" CONCRETE MONUMENT IN CASE, --~~--,,H-ELD PLAT --------_____ /_N01•3 3'43 .. E // -----:7 __________ _.::Vl:'.Sl.'.'.TE:'.'.D_:3:'.:::0:::_-~0C:_:T~-_':'.20'._'.:0:_::3 ____ _ SSMH 1520@ @ssMH 1058 " _ ----(BASIS OF BEARING) / SDCB 1053 ~~-~~~3?-~ .,. SSMH 1057@ ;;,~ 656.33' (M) l:,J 114 TH AVE. S.E. ?/ -========:m:==:cc=:=:478 8" 656.33' (P) / IE 471.98 .,. 8Lv . . · · i----\---,L IE 477 40 \ / -----47 474 478•-./-/ ·~ I Ul 30 :a-z bN t" (0 Cl) ~ co I z , w U) 474- IE 471.48 FLAGPOLE o --------- ol "., )\< xi '4 ~ ~\ ~ •8 Ix \ ~ SHED-JO/ 470 X -"< i 475 .~:::::::::,;;;L';:,::::::::::::::~:!'::::~~,;a-~--='_ 2;_ "-• __ :=Jr:::::::::' :::::::,1/(::::::::~':/"'~78~~; ~r--,474----~474,-------474 -472 GRAVEL DRIVE N01"33' 43"E -5-95~-o·-cc) /--,o~--0 ---z_,7 594.98' (P) -r--i---- 1E 4~0.67 I I I I I I I I I I I I I I I I LEGEND 0 FOUND SURVEY MONUMENT AS NOTED @ SANITARY SEWER MANHOLE o CATCH BASIN • • 0 0 _,_ -o- -o- 0 * FIRE HYDRANT WATER METER BOLLARD UTILITY POLE GUY ANCHOR SIGN POST GATE POST WIRE FENCE WOOD FENCE CHAIN LINK FENCE EDGE OF GRAVEL BUil.DiNG OVERHANG CULVERT CENTERLINE DITCH CULVERT DECIDUOUS TREE CONIFER TREE ~-X*-~YJ CONCRETE SURF ACE EZB ASPHALT SURFACE ),, '4 < 0 15 30 60 SCALE: 1" = 30' \ GENERAL NOTES 1. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WHICH WERE VISIBLE (OR WHERE VISIBLE EVIDENCE OF THEIR LOCATION WAS OBSERVED) HAVE BEEN SHOWN. 2. ALL DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. FEET. 3. THIS MAP GRAPHICALLY REPRESENTS EXISTING CONDITIONS AT THE TIME OF THIS SURVEY ONLY. IT INCLUDES ALL READILY OBSERVABLE ABOVE-GROUND EVIDENCE OF BUILDINGS, STRUCTURES AND IMPROVEMENTS SITUATED ON THE PREMISES. ADDITIONAL FEATURES, IMPROVEMENTS, REMOVALS AND ALTERATIONS MAY HAVE OCCURRED SINCE THE TIME OF THIS SURVEY. CERTIFICATE I HEREBY CERTIFY THAT THIS SURVEY CORRECTLY REPRESENTS A CONVENTIONAL GROUND SURVEY MADE UNDER MY DIRECTION AND REPRESENTS THE SITE CONDITIONS AS THEY EXISTED BETWEEN JANUARY 12TH AND JANUARY 14 TH, 2004. BEN V. PETERSEN PLS 17676 DATE @SSMH 1051 IE 469.50 I ;;,~ I SDCB 1048 ~FOUND BRASS TACK IN Ll:AD, SSMH 1040 SET IN 4"X4" CONCRETE MONUMENT IN CASE, VIS!1E'.D 30-0CT-2003 / SURVEYOR'S NOTES AND COMMENTS PURPOSE OF SURVEY: UTILITY DA TA SSMH 1040 RIM: 470.13 IE: 459.4 E 8" IE: 459.4 S 8" IE: 459.3 W 8" SSMH 1051 RIM: 473.01 IE: 460.3 N 8" IE: 460.3 E 8" IE: 460.3 W 8" SSMH 1057 RIM: 476.58 IE: 468.0 N 8" IE: 467.9 S 8" SSMH 1058 RIM: 479.32 IE: 472.1 NE 6" IE: 471.8 S 8" IE: 472.2 NW 6" SSMH 1520 RIM: 480.03 IE: 466.2 N 8" IE: 456.1 W 8" SDCB 1048 RIM: 469.53 IE: 467.0 E 12" IE: 466.7 W 12" SDCB 1053 RIM: 472.71 IE: 470.5 N 12" IE: 470.5 E 12" IE: 470.1 W 12" THIS MAP WAS PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED H~REON. THE SCALE, ACCURACY, LEVEL OF DETAIL AND LIMITS OF THE MAPPING SHOWN HEREON HAS BEEN SPECIFICALLY DESIGNED TO MEET THAT CLIENT'S REQUIREMENTS. THE USER OF THIS MAP ASSUMES FULL LIABILITY FOR ANY USE OF THIS MAP FOR ANY PURPOSES OTHER THAN IT'S ORIGINAL INTENDED USE. ' LEGAL DESCRIPTION: (PER KING COUNTY ASSESSOR) LOT 5, BLOCK 3, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42, AT PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. BASIS OF BEARING: NORTH 01'33'43" EAST ALONG THE MONUMENTED CENTERLINE OF 114TH AVENUE SOUTHEAST, PER THE PLAT OF "AKER'S FARMS NO. 6" ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, AT PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. HORIZONTAL DATUM: ASSUMED VERTICAL DATUM: NAVD 88 WASHINGTON COUNCIL OF COUNTY SURVEYORS SURVEY CONTROL DATABASE ID NO. 6236 (RENT895), BRASS DISK IN CONCRETE STAMPED "TOWNSEND & ASSOC. LS 9634" LOCATED IN RENTON AT THE INTERSECTION OF JONES PLACE SOUTHEAST AND AN OVERHEAD POWER TRANSMISSION LINE. PUBLISHED ELEVATION = 408.849 CONTOUR INTERVAL: 2 FOOT >-w ~ :::::, (/) () -I 0.. <( 0-:: (9 0 Cl. 0 I- (J) z 0 -(f) > w O::'. © . 0 z Cl) >-~w 0-:: > <( 0-:: LL :::::, (j) (/) 0-:: 0 w-Y'.I <( 0.. -<( C") 0-:: Y'. (9 00 0 Cl. ....I 0 ID I--w LO _, ~ I- tu 0 w I ....I (/) DRAWN BY: JMB SCALE: 1 " = 30' JOB NO: DRAWING NAME: I- (/) <( w I I- ~ LO 0 LO (/) 0 co w (J) ~ z <( w 5 ~ -z I 0 I-I- -st-z ~ w ~ O:'. ['-- ~ N (D ~ . 0 z :::::, ....I >-:::::, (9 "' z w :::J 0 I-w w O:'. I- (f) I I--st- I- (f) <( w 0 ~ co >· rn z 0 f:'. Q_ 0:: u If) w 0 w ~ 0 0 z N (D n co (J) <( 5 -(f) w _J w C) z <( I- O:'. 0 Q_ CHECKED BY: BVP DATE: 20-JAN-2004 4001 4001TOPO.DWG SHEET 1 OF 1 ----- • y I i ! i HF.1.D PLA°f Ar·-iGLE m-· f\9'-55'37" ·~ ··-, ~-, .• -.. ' ' ·, ,: '- \ LOT LAYOUT SCALE: 1"=30' ---· ----- GRAPHIC SCALE -30 0 I ;;n;;rj g 30 00 -I I e,-___ • __ _JI ( IN FEE'f ) 1 inch = 30 ft. ----- •. · DRAINAGE l'RACt · / ~ D-2 ~ ! ' \ UJ . / I Ji j ' ' ' / '/ -'! ~; ) ' ') 235 SF BUFFER REDUCED CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES • ' ·1 f- Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: LUND PLAT Developer: Mr. Guy Lund 810 East Fourth Street Port Angeles, WA 98362 Job Data: ' TEC Joh ff, Designed; Drawn: 281-PLS WNT RP Checked LMT Authorized Use: This drawing is issued far use in the lilied project only. It shall not be used far any other purpose without the express authorization and/or adaptation by TIT. Permit Agency: KING COUNTY I EXPIRES 6/10/05 Issued for: PRELJM PLAT 9/02/04 Rev. Date Sheet Title: PRELIMINARY LOT LAYOUT AND BUFFER AVERAGING Sheet No: 2 Sheet of ~~------- ·,/;,:s.;;~,,~::--r;:, :,,,_:r;u:c \X· ),> :"'si. T---,,,><'l t HELD PLAT / .\'·-iGL.C C/ es··;: ~-_\¥._·':~~----·,-_-,;._~_·--~---_-.:>.-.. -~---..-----,. , . ~ :. -;:-. __ -~--~ :: ~--.. -t, .. ::s~ -=:. . r -~- ''. ~ ___ _,er- CONSTRUCTION NOTES: CD ASPHALT ROAD WIDENING ~ CONCRETE CURB AND GUTTER 0 CONCRETE DRIVEWAY APPROACH 0 CONCRETE SIDEWALK 0 ASPHALT PRIVATE ROAD PAVEMENT ~ CONCRETE ROLLED CURB .·. '4 -114Tf!A v: ...... ~-· . B. S.E. .... ,. ' :----~-:)>-, ., . ·, (. ' .-· ,/"' i \ ' . CLASS 3 STREl1M ' GRAPHIC SCALE 15 30 60 120 \ \ ... I I I \ '!--~ • "" " ,. •""""•·"-! r -----· -· . I .. I D-2 II --~- J, • .-"·,.,~ ( ___ ~"--_} '>'!:·· • u • 0 z •( ,--J -·:~I ; ,:,, I ,n ''· ,·,.:·::· ::::"\~-""' --.-~:,:,.-~~--_ ____., I. : PAVEMENT PLAN I e 3 j ; ~ SCALE: 1"=30' ( IN FEET ) 1 inch = 30 ft. ([ ~~~-~~-3_o_·~~~~~Rl+W~~~~~~3~o·~~~~~R~.! I . o.5' . DA'l'UM ELEV 460.00 0+00 · 5' f · 14' CONCRETE CURB AND GUTTER • H .. · S-AWCUT LIN · ·: · CLASS "8" ASPHALT CONCTRETE ~~~~~~~ ~~:~~g~g :~~/~~~~~E i: ADDITIONAL TREATMENT (IF REQUIREG) TYP SECTION SE 164TH ST SCALE: 1"=10' I I ([ RlW . . . . .. . . 30' . . 0.5' . . . . . . .J . . . . . . .. . . 30' I~,_"~, J ; ..... . . .. -~-----SAWCUT LIN i : CONCRET( CURB CLASS "B" ASPHAUT CONCTRETE AND GUTIER CRUSHED SURFACING)OP COURSE . . CRUSHED SURFA'Cl~G-81l.SE COURSE·.· · . ADDITIONAL TREA 'fl/ENT (IF REQUIRED') DATUM ELEV >-------------------;--------~ 465.00 0+00 TYP. SEC. 162ND ST AND 114TH AVE SE SCALE: 1"=10' r I ~o· I ~- ROLLED CURB DATU¥ ELEV 465.00 \ · · · -13' · 11' 0+00 Ct r RlW ... I . : . . I I I .. 1·:f • I 11' : Jr 2"· COMPACTED CLASS ~ B" ASPHALT CONCRETE 4" MIN. COMPACTED Alill ADDITIONAL Tl<EATMENJ'. (IF REQUIRED) TYP. SEC. PRIVATE ACCESS TRACT SCALE: 1"=10' CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES ---H-r ' -C' I ' • Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: LUND PLAT Developer: Mr. Guy Lund 810 East Fourth Street Port Angeles, WA 98362 Job Data: T[C Jo.a #1 Designed: DraiYn-' Chec!ced 281-PLS WNT RP LMT Authorized Use: This drawing is issued for use in /he tilled project only. It shall not be used for on y other purpose without the express authorization and/or adaptation by TEC. Permit Agency: KING COUNTY EXPIRES 6/10/05 Issued for: PRELIM. PLAT 9 /3 /04 Rev. Date Sheet Title: PRELIMINARY PAVEMENT PLAN Sheet No: 3 Sheet of -·-·---------~---·---~~-·--··-··' --_, ____ .. __ ··-·--·-----------------------------------------------------------·-------------------------------·--------------·----------------------·-····-·----··--------------····-·-·--·------- 1 !,.-----------25'-9" ---------- --~ 18322 I 0 18251 TRANSFER POINT 18273 ACCESS SLATE ROOF j ! ~\-------1 ATTACHMENT 12964 GIZMO SINGLE PANEL I -~ 3'0" i 12225 / i "s• HORIZONTAL i 1 LOOP LADDER L--------" 12924 BUBBLE CLIMBER "--------~ ' 18387 CURVED ZIP SLIDE "'-, ----------~---- r II II 28037 TUFFCLAD II II 8' PICNIC TABLE (PS STANDARD) l l 28012 TUFFCLAD 8' BENCH w/SACK IN-GROUND (PS) 21' -6" PISP~A LT PA v6W\ \?~ff ?/1 ~CP o ve /\., 41' Gs, G ' .. ... ~.~;bSf RECREATION TRACT 3,445r.5 SF- 25'-9" -------' ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ,) ,) ) ) ,) ) ) -)))})))))))} ) ) ·>--~~~-~~~~_,_~ ... ~ ) ·) 7 ,. ) .,. ' ' ) ' ' ' ' ) ; ' a ' ' ' I . ) ·) ' ) ' I ; ·> I: ·> ' ' ; ' \j' ' CHILDRENS ) --) ' ~ PLAY STRUCTURE ) <N ' ' ' ' ) ' SEE ATTACHED DETAIL ' ) ·) > ' ' ) ) > ' ' ·> ) ' ; ) ' ' ' ' _____ BENCH HYDROSEED LAWN~· ' I .,. ). 15' ACCESS EASEMENT ' ' ' ' '.·:·:·1' -) -) 0 .,. ) ' ' ' • 0 I r--. N ' ) > ; ' ' ; .--..:.' -1-,·> ) ) ) ) ' ' ) ' ' ·) I ' ' ·> ' ) ' ' ' '----'! ·> ·> ) ·) -7-...... ---------c-""'--""""'!l,r---'-----· _;,,....o1>' .• ' ) i ""' ) ) ·) - ) ' ' ' ' ) ) SPORT . COURT 27'x30' -----/ " I , -\ '. ) \ I '-, ........ ___ ,; ' ) ) ' ' Q ) ) (Q-{><E' ' ft I -) ' ' ' ' ' ' ' ' ' ; ' ·) ' > ' ) ' ' ' ' ' 0 ; ) > ' ' ' ) ' ' ) ' -> ' ' ' ' ' -· -- .___PICNIC TABLE X HYDROSEED LAWN -----'-BOLLARDS (SEE CIVIL ENGINEERS PLANS) -----HOPSCOTCH (5'x15') ------3 ACER RU BRUM 'SOMERSET' 2'' CAL. RED MAPLE NOTE: SEE ATTACHED DETAIL SHEET FOR CHILDRENS PLAY STRUCTURE, PICNIC TABLE AND BENCH. -----RUBBER HOSE COLLAR / ]' ' ~-• ~ y ,I-.... ~ .•. ~ :J ..._ ·L-'~V g ~f-->---------10 GA. WIRE I 11---f-+--------WOOD STAKE 1---------TREE BRANCHING TO START AT 6'-0" HGT. Lo6512o 3 2" SPECIFIED MULCH { / M ~ V ~---CROWN SOIL 1 /2" PER FOOT -1:) lo .. · '·. \ ,/-~. • 4 •.• ~ SIDEWALK TOPSOIL BACKFILL W/TRANSPLANT FERTILIZER ~REMOVE BURLAP FROM TOP 1 /2 OF ROOTBALL PLAY STRUCTURE PICNIC TABLE AND BENCH (z\--'-'TR'--'-'E=-=E=-cP:__:L=._:_A_;_:_N;___c_T..:...;._I N-'--"-G--'D=-=E::_:_T_;__;A.:--=I L,___ ____ _ NOT TO SCALE V NOT TO SCALE north SCALE: 1"= 10' r---· ~··-·----~ -· ---·------·-···--· ···-·---·-··-·---·-.,-1 •1 ,1r:r...,1r:: rr·q !'.'-JTv ; ' ,., •• ,._,J • • .J,J,.,,J-'J".i. l i .".[·,!rj".'•rtAr·,,-.·· ,-,, '1'\I ~! ,:' ___ ,·,,J· .• d \:··.::: ,..,!.j-,'. APPROVED FOR CONSTRUCTION ® King County D.D.E.S. Review Engineer R•vlew engineer JAAIE:S H. SANDE:RS, P.£. DE:YnOPME:NT E:NGINEE:f/ CommtJflts: Completion Date Compl•tlcn Date Approval Date Project: LUND PLAT 16217114TH Al/8-M!:. SE RENTOf',!, WA 00055 Developer: Mr. Guy Lund 17844 147th Avenue SE Renton, YIA 98056 Job Data: rEc John, 2!11 El S.. Designed, ,/M Drawn: IY. Checked, JM Authorized Use: This drawing is issued for use in the titled project only. It shall not be used for on y other purpose without the express authorization and/or odoptotion by TEC. JAY A. MAGRUDER LANDSCAPE ARCmTECT t6 WEST YULTON ST. SEATILE, WA I.IOlHI 'fEL. &: FAX (206) 264-<16~<:l Issued for: FINAL PLAT 6/2/06 Rev. Dote Sheet Title: LANDSCAPE PL.AN Sheet No: Sheet of ( .... ~--------------------------------------------------·-------·---- '. - I 470: DATUM ELEV -465.00 0+00 ----------------- ----I • I I \,' \ 1 GRADING AND DRAINAGE PLt\N SCALE: 1 "=30° SHEET NOTES: 1. SEE SHEETS 4.1. 4.2. AND 4.3 FOR PUBLIC ROADWAY FRONTAGE IMPROVEMENTS. INCLUDING STORM DRAINAGE. . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q @ .O.D05ft/ft · 0 co -0 ..,. c--l ..-; ,,-; r--r--r--r--..,. ..,. ..,. st- . 1+00 2+00 STORM DRAINAGE PROFILE SCALE: HOR. 1"=30' / VER. 1"=5° 12 UF 12' S~ / @ 0,026ft/ft 1 N c--l r--..,. .,, st r--..,. -------- CALL BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE ( IN FEET ) 1 Inch = 30 ft. +---- L ___ m ,' / / ·' FOR FIELD LOCATION OF UNDERGROUND UTILITIES 2%± INLET PIPE CONCRETE PIPE =----~ CAST IRON BELL GRATE PLAN V1EW '- / WSDOT/APWA AREA DRAIN STD PLAN 8-201 (SIMILAR) FINISH GRADE < , 2• MINUS WASHED ROCK ,"' OR PEA GRAVEL +--~-~FILTER FABRIC MIRAFI 140M OR EQUAL SECTION PERFORATED AREA DRAIN 5 SCALE: N. T.S. -~---------------------------------=-==-:===========-====:::::;::~--------r-- SEE SHEET NOTE I (TIP) • LO -Ht+--./' I h " er, @ I ~j r:-.; 8 ::g 8 -. ~ ~~ ~ -~ er, ~ I I I I I / . I CAST SECONDARY INLET OPENING IN CB WALL AND PROVIDE STEEL FRAME AND GRATE. SEE DETAIL NOTE FOR ADD 0L 3' NOTE: PROVIDE A STEEL FRAME ANO GRATE FOR SECONDARY INLET AS FOLLOWS: %"X3' MIN. STEEL PLATE FRAME AND ~· ¢ STEEL BARS WELDED IN AT 4' O.C. HOT DIP GALVANIZED FRAME AND GRATE AffiR ASSEMBLY. REMOVABLE WATER- TIGHT COUPLING PLATE 'MTIH U· I ORIFICE - ELBOW DETAIL IE 469.20 12" ~ RISER PIPE RESTIRICTOR PLATE 'MTIH lr DRILLED ORIFICE • -, . NOTE: ALL DIMENSIONS AND MATERIAL SPECIFICATIONS NOT SHOWN HERE SHALL BE PER STD PLAN L ~--·····-- ROUND SOLID COVER MARKED "DRAIN" 'MTH LOCKING BOLTS. RIM 474.78 MAX. , w.s. INLET PIPE JAIIJ-IOUSE 'MNDOW SECONDARY INLET PER DETAIL 3/3.1 OVERFLOW ELEV. 4 72.20 IE 469.20 1--CLEANOUT GA TE: •• SHEAR GA TE. '( " ---++ STEPS OR LADDER. 1' ~ e t . ... ·. ' ... _ .. . . ... • -. -~ f·· ... · •: ... . rict~\Y\0 u FLOW CONTIROL STIRUCTIJRE SHALL BE CB 1'/PE-2. 54" ' PER WSDOT / APWA STD PLAN 8-3 (APPURTENANCES NOT SHOWN FOR CLARITY) j'f' /1l &iv POND F.C STRUCTURE -CB~F1 SCALE: 1 "= 3° ROUNQ SOLID COVER MARKED 'DRAIN' \\\TH LOCKING BOLTS. RIM 473.79 CLEANOUT GA TE: SHEAR GA TE.-'- z ~-J.;+---+t-,--c--i ::a • INLET PIP( REMOVABLE WATER- TIGHT COUPLING 0 1-1/1Jl.,.,. £._I I-= P\.A TE 'MTIH 1-)fi" MAX ORIFICE ELBOW DETAIL SECONDARY OVERFLOW INLET 0 IE 467,79 N.T.S. RANDOM FILL TRENCH X-SECTION NTS PLAN VIEW OF ROOF FILTER FABRIC SLOPE- ,-- J -----· -----·--· -- NTS TO ROAD DRAINAGE SYSTEM 2°X1 o· LEVEL TIRENCH W/PERF PIPE IE 467.~ 1 t f RISER PIPE " RESTIRICTOR PLATE 'MTIH %" DRILLED ORIFICE "1( "V-l ;'-_-. ~--.-'_-,-·.-:--:•-,--,-' .. ~.. (o I ;i, • ·..•. .._, .. • ,.·. x~ '-'--""--~....=...~-'--,~~ \!''" FLOW CONTIROL STIRUCTUllE V c\ u/ SHALL BE CB TIPE-2. 5-\" ' NOTE: ALL DIMENSIONS AND ;/ A\D d. PER WSDOT/APWA STD PLAN MATERIAL SPECIFICATIONS \I"-~ .J._\v? 8-3 (APPURTENANCES NOT NOT SHOWN HERE SHALL BE JJ' SHOWN FOR CLARITY) PER STD PLAfl -0 TANK F.C STRLICTURE -C8#102 SCALE: 1 "= 3° APPROVED FOR CONSTRUCTION @ King County O.D.E.S. /4/d~ Review Engineer Completion Dote Completion Dotie, PERFORATED STUB-OUT CONNECTION 0 JAi.u~?H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Appr<Mll bate N.T.S ----·------ . -----------------·-----. lcJylor !Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah. WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: LUND PLAT 16217114TH AVENUE SE RENTON, WA 98055 Developer: Mr. Guy Lund 17844 147th Avenue SE Renton. WA 98056 Job Data: /[( Job #· Drawn- Cfwcl<ed 281 Pl S WNT fl.E LMT Authorized Use: This drawing 1s issued for use in the tilled project only II shall not be used /or on y other purpose without the express outhorizolion and/or odap/a/ion by T[C. Permit Agency: KING COUNTY ACTIVITY #: L05SR031 PROJECT #: L04S0037 EXPIRES 6/10/07 Issued for: FINAL PLAT 6/9/05 Rev. Date CO. COMM. 9/12/05 LOT REV1SION 12/30/05 CO. COMM. 1/24/06 CO. COMM. 2/20/06 CO. COMM. 4/5/06 CO. COMM. 5/5/06 Sheet Title: GRADING AND DRAINAGE PLAN Sheet No: rJ-J 1 v. Sheet of -'--.!...L. --- L __ _ ,, :n·,:IJ p;_;i<.':;,·/ '1·i f __ ;;-,:1\•::-:; <'.'i: .. , 'r-·--: -----~: .. ;_ c·-J,.,IF·!~D. _'.':L}.,'./' -~-:~. ~'\,:'_Tr-.:7r :',/_;1;-,,.1.::,·: } 'I'.".' i .. ,, -'. - --------------- REMOVABLE WATER- TIGHT COUPLING~ PL,,TE WITH M" ...,.t...r(.JI I -," OR1°1CE __...,. ~ J/WIE..rZ.. '\?V-6ND J ~t\atJ~ SEE SHEET s<' '>! . ... NOTE 1 (i'YP) .. ) -MAX ELBOW DETAIL Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 I I ... _,=}y ... ·· f:;, .; ·- i i I i I 470 i I i I i DATUM ELEV 465.00 ' o+oo .. , \ '. ·.~ .. ; . . -·-.,---- GRADING AND DFIAINAGE PLAN SCALE: 1"=30' SHEET NOTES: 1. SEE SHEETS 4.1, 4.2, AND 4.3 FOR PUBLIC ROADWAY FRONTAGE IMPROVEMENTS, INCLUDING STORM DRAINAGE. I I . I I "' QC) "' K. o; ...• \2·~ ~- ~ "*" -. K ---~ ~Iii · · gs Q:'W W• · --,i r--,.1,.---.:--1 .. :::: .... =.-=--=-=,_,,.,=-=_ ...... _ -r-· ~----,.,t.. /: I 0.006 1 . I . I 115 LF 12" Sil @-:&:~ff(fl · i -. ···:-·-,,"·-.,. --~--···· . . . ---- -ftH~",,,_ (BA SI S 1 I I I LOT 6 I 1-f _./ I .. , 'T. / ·. ··V './ !!.· P~~'OUTFALL PROTECTION : / P[ff'DETAIL 1/3.2 ·JO 0 5« GRAPHIC SCALE ,. 30 i_! .. I •• ( IN FEE'!' ) 1 inch = 30 It. 114 i kl CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES AS-BUILT This design drawing hos been updated with information provided by the construction contractor and/or independent field survey to reflect finish construction. The completeness ond occuroncy of the revision is dependent on the information provided. The designation "o -buitf applies to the following portions of this drawing. By. Dote: ..___ CAST IRON BELL GRATE 120 4 WSOOT / APWA AREA DRAIN STD PLAN B-201 (SIMILAR) / I I I 13 : I PIPE OUTLET I I ~ I I I -1-T LF 12" ·SO I IE[469.28 469.28 I I @ -&.ernft/ft I I I 0.031 I 0 CXJ ~ a "' "' "' .....; ,,; .....; "' "-"-"-"-"-q: .... .... ... ..,. .... 1+00 2+00 STORM DRAINAGE PROFILE SCALE: HOR. 1"=30' / VER. 1"=5' INLET PIPE CONCRETE PIPE PLAN VIEW MINIMUM SECTION ' "' FINISH GRADE 2" MINUS WASHED ROCK OR PEA GRAVEL FILTER FABRIC MIRAFI 140M OR EQUAL ~:~~~RA TED AREA DRAIN 0 -·----,,, ___ -· ···-····" --- -~·ll-: 1,s~;.:·r / ' : !(': I, 'I l ) ' ,!, I A 1 -~ ' I I -L. . I CAST SECONDARY INLET OPENING IN CB WALL AND PROVIDE STEEL FRAME AND GRATE. SEE DETAIL NOTE FOR ADD'L . 3' NOTE: PROVIDE A STEEL FRAME AND GRATE FOR SECONDARY INLET AS FOLLOWS: %"X3" MIN. STEEL PLATE FRAME AND %" ¢ STEEL BARS WELDED IN AT 4" O.C. HOT DIP GALVANIZED FRAME AND GRATE AFTER ASSEMBLY. ~~CONDARY OVERFLOW INLET ~) RANDOM FILL FILTER FABRIC 4 PERF PIPE 1J,·-~· WASHED ROCK TRENCH X-SECTION NTS PLAN VIEW OF ROOF NTS SLOPE-- 1.,.--"" 1 TO ROAD DRAINAGE SYSTEM 2'Xt O' LEVEL TRENCH W/PERF PIPE 472.61 l)VERF OW ELEV. H2.20 469.61 IE -469-:z& 1 t ¢ RISER PIPE RESTRICTOR PLATE WITH M· DRILLED ORIFICE __ ,.; 4 ••• •. NOTE: ALL DIMENSIONS AND MATERIAL SPECIFICATIONS NOT SHOWN HERE SHALL BE PER STD PLAN , ....__ 469.91 •. ' ~IE~ !',. ·" CLEANOUT GATE: •, SHEAR GA TE. ·~-t..-f-STEPS OR LADDER. FLOW CONTROL STRUCTURE SHALL BE CB TYPE-2, 54'' ¢ PER WSDOT/APWA STD PLAN B-3 (APPURTENANCES NOT SHOWN FOR CLARITY) POND F.C STRUCTURE -CB:ft:1 CD ~~~~~ 1 SCALE: 1"=3' ROUND SOLID COVER MARKED "DRAIN" 111TH LOCKING BOLTS. 473.7 REMOVABLE WATER- TIGHT COUPLING El BOW DETAIL PLATE WITH 1-Ya" ORIFICE RIM \73.79~~=~~--z:-T ,-,...-J.H------,-.., :,a . . 471.05 OVERFLOW ELEV.~ 4· .• .• ·4 CLEANOUT GA TE: SHEAR GA TE.~-"' f' ¢ ELBOW • M_l. W.S. -.. INLET PIPE .. .. . . """"N 467.18 IE STEPS OR LADDER. ·, - FLOW CONTROL STRUCTURE SHALL BE CB TYPE-2, 54" ¢ PER WSDOT/APWA STD PLAN 8-3 (APPURTENANCES NOT SHOWN FOR CLARITY) -~ , ~~ -r-r--::_.... PIPE SUPPORT(S): 3" X .090" 469.20 IE UPPER ORIFICE ELEV. ~ ,.· 467.37 IE~ .. • 1 t ¢ RISER PIPE ' " . RESTRICTOR PLATE 111TH )',j" DRILLED ORIFICE NOTE: ALL DIMENSIONS AND MA TERI AL SPECIFICA noNs NOT SHOWN HERE SHALL BE PER STD PLAN Ti~NK F.C STRUCTURE -CB:ff:102 0 ·~~~~~ 2 SCALE: 1"=3' I APPROVED FOR CONSTRUCTION ® King County D.O.E.S. Review Engineer Completion Date Review Engineer Completion Date Project: LUND PLAT 16217114TH AVENUE SE RENTON, WA 98055 Developer: Mr. Guy Lund 17844 147th Avenue SE Renton, WA 98056 Job Data: T[C Job#, Designed Drawn, Checked, 281-PLS WNT RP I.Ml Authorized Use: This drawing is issued for use in the titled project only. It shall not be used for any other purpose without the express authorization and/or adap ta lion by TEC . Permit Agency KING COUNTY ACTIVITY #; L05SR031 PROJECT 1/: L04S0037 EXPIRES 6/10/09 Issued for: FINAL PLAT 6/9/05 Rev. Date AS-BUILT 8/20/07 I=====' Sheet Title: GRADING AND DRAINAGE PLAN· Sheet No: ~;RFORA TED STUB-OUT CONNECTION G JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Approval Dote 3.1 Sheet of _....:;. _____ _,_ ________________ -i,. _______ _ ' " 1 .. n·:1·-·1 , __ ._,, I ----··-··--·-···- 1 ·1---- / " I I : I I I I ·. I /l . ' . ··1-Jc1 ... ... I · 1 ·· '1 I I I I I I 'J l __ ----~-:\' ' . .~--------~-. -,--;---, -. -,. ·-· -'-'---"'""·· -,l: __ ---·,..· --=-:I>\.,=._,_-'--...2j· . - . ... ---'\"· "' --- l I ---+---- --->-----': ~-~z_.. . . .:.'. -. cl>-· > -~>-· .. ,'. .... • -·/...;·,,-· .• · ·:· ::;_, ~~ ~-.--~~.~~ ,.~~"-r ·; '_.;-~~~-~·~.~~'~;:~ I ;i, l . 1 .,~=,---~,.,,., ... ··. ··~~ ·: ,.; .. : .... -._ ~ 1 ' ,, ; UJ ~ ~. /\;Ji" 2~·:1~,:~-_. ---J..,;._. ' -•,,,· / ,._,. ·-·· ,:\ -,C,' '"'"".._ "/J '-.~z .~----~· I ,-.• ·"'• ,~, ... ;,, ....... --.,.,..- . <I WE'O\fl[ 'elf;',' ',• . ,.i , . I I I iJJJ_~r-·-/ -: 11·· l ... I i/ ,; 22 &5f~E 1 I : .. ,·.1 ) : 1:ff21 J • L_ _ _ _1M4:;~-,2~ : : / IE 469.50 C8 lYPE 1 W SOLID LID RIM 473.29 1£ 468.89 I I i / v< "'SD If 0.005 ti IL-~---, 23 LF 8"¢ SD@ 0.008 ftff -- I:-·\----~------- ----·- ---+- CBT1PE2--s41 W/ F.C. RIM 474.79~ , ;.jE ~8.31 ·· ··· ·. I , r, " ·· · ·· .. I '--· \_j , _ _; I ... .. . I Ii ,· ' BOT. EL 467.79 ;}----1 -···---' -------- ....,.;;i':·" .. ~ ·-·--r-~-<·t \ \ ' \ I \ \ I \ y _(D 0 \ z <,: ' -" e \ u_J ~ -3 \ . 12: - -----~--------~ ;'; •· ~-, ,' ·/. r -"'- CLASS 3 STREAM ~--1-~ DR/1li'IP,GE SWALE PIPE OUlLET ,_ ., . . .. _I ..... ,_ . l IE 467.95 , I ·--+--· GRADING AND DRAINAGE PLAN GRAPHIC SCALE 30 I ,o 120 SCALE: 1 "= 30' ( IN FEET ) 1 inch = 30 ft. CB' TYRE 1 , ,,.RI.I,!, 472.40 1El4,67.73' {IN) IE,."467.63 (OU ,. ' I CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: LUND PLAT Developer: Mr. Guy Lund 810 East Fourth Street Port Angeles, WA 98362 Job Data: ([C Joh#, Drawn: Checked 281 PLS WNT RP LMT Authorized Use: This drawing is issued for use in the titled project only. It shall not be used for any other purpose without the express authorizaUoo and/or adaptation by !EC. Permit Agency: KING COUNlY EXPIRES 6/10/05 Issued for: PRELJM PLAT 9/2/04 Rev. Date ------·------- Sheet Title: PRELIMINARY GRADING AND DRAINAGE PLAN Sheet No: 4 Sheet of 0 "' ~ ... ----1 I ! I i ' e,1,J.' RIM,:t7r!.78,_ IE 468131 ; I -... ! i PIPE OUTLET I ... 6 .95 . . ~ ~ 0 ~-5- d @ 65 • "' <O ..., I I I I I I I Ii I I I I I ..1 3: l CB TYPE 1 RIM 473.28 IE 468.89 --~ _______________ _1:/W_EL_._ 41_2.28_ ----------. ---------- PIPE INLET IE 468. 8 BOTTOM OF POND ELEV. 467.78 0-1 ------ PIPE OUTLET I 468.38 -<'--i • . . .. '· ; : " .. i ~ I ~ "'· I ~ I ~ I y ---·" ------.-~ I --1- --------------- HW EIJ;Y. 472,28 • -· d"' ~--.. ---~.----~" --·-·- '""' --- s··-~\C/\l\i1 . ' -,, ·-... ··-----------_J ---------- - -c./= --< ---· -· -··· ,. ~---··.:__:._":.:..:_" \ -----\ ----'-,(-- "'-~--~/ V ' --. ----+----[] R Al ~I A GE S \/\/ Alt W DETENTION PLAN SCALE: 1"=10' ff_ ;;I; I ro - t> •-'"""b.•N>., • . ------. ---- ------- --------1----. ' \ \ \ \ \ \ I \ \ ' --·. / \,//' --~- _,\ . I - \ \ \ \ '\ \ I I I SW VAULT PLAN SCALE: 1"=10' I>' -. ----- '"'--·---.:. :-' ' !' •• i, ' -\!' ' . - . &· t>' _·_,,,_ .. ii J -· ------------------------------ (--·--..., ','-____ ) {.-------~\ ''----·-·' I • ,r j CB TYPE 1 RIMc\172. 1[468'.73 (IN) IE 168.63 {OUT) ------· ---- Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: LUND PLAT Developer: Mr. Guy Lund 810 East Fourth Street Port Angeles, WA 98362 Job Data: T[C Joh ff, Designed [)ra wn! Checked 281-PLS WNT RP LMI Authorized Use: l __ _ This drawing is iSsued for use in the titled project only It shall not be used for any other purpose without the express authorization and/or adaptation by T[C. Permit Agency: l(ING COUNTY I "' r--, ---. T . --... :g ·u ;:I: .. --·--.... -................. -............. --... -............. -........... . . -· .. -J .... -<X) . . . . . .. . . . . °" . . ·480 ff_ ffi ~~..,. . . . -. . . . ~ 00 ::;; -. . . ---. · I · §I -· 9 "'"' · -,-. -_ . . .. _ _ _ · -_ __ ;_. _ J. ___ ; _____ m! ________ .. _ :-_: ~-~~--~~---_:_-~r~--fj~~~~7~2~-~~j_~~--~-~~-~~~--~~-:~-~~---:--_ ~----~~--__ -___ _ 480 · DATUM ELEV 460.00 . ' 0+00 ·- PIPE INLET IE: 468.36 0, '° ,-.. ..,. 1+00 BOT. OF POI\ID EL 467. 78 0, ..,: !;;: PIPE OUTLET IE 468.36 W DETENTION POND PROFILE A SCALE: 1"=1 O' Ir I .......... ·c,J .............. -··. -.......... -..... -. ---....... -....... . 1tl . ~ . . . . §I "°I . I "'. I ~--:---_ HW_EL_472.28_: __ .:..:.::::-, .... ,,,, ---~-------_-.-__ -__ -. - ..... :-.. 1 ~'-....... : ....... :-. . . . :::::::] t . ----•· -.. . . . . . . . :.:. ·. --· . '. ._ '" . -~---,, •; -; . . . . : . -• -------,. -------3 . . BOT.I OF POND EL. 4.67.78 I ... "= '° N ,.._ ,-.. "' ... ! --L?-1~-=!-.EN_T_IO_N_PO_N_D_SE_C_T_IO_N_® uJ . ?:~ er, ::;; u"" "! ~ , DATUM ELEV 460.00 0+00 480· ... -.. " ................... -......... -1·. -"' ... -......... '-'~" ... - ' . BOT. OF VAULT EL 467 .3 ' . . · PIPE OUTLET ! : IE 467.83 i PIPE INLET IE :467.73 w(N. ~ !;;:- ~ i- DATUM ELEV 1 460.00 ..------------------------+---------------: 0+00 ~ -v:'-LE:--,:-?.-=~-.TE_N_T_IO_N_V_A_U_L T_PR_O_F_IL_E_@ Ir 480 · -.. -... --.. -.... --............. I I I . -I : .. -: •... _· '. . : _· .. ·1: .. ; . . . . : .. ----·-----·-. ! B~T. OF VAULT EL 467.3 1n d DA'J'UJI ELEV i-------------------l 460.00 0+00 ~~--LE,-?.c--=~-,----,TE_N_T_IO_N_V_A_U_L T_SE_C_T_IO_N_® GRAPHIC SCALE -10 O 5 10 20 D~IIIIC-::ll111111£J11111 .I I I ( IN FEE'f ) 1 inch = 10 ft. CALL BEFORE YOU DIG 1-800-424-5555 ,a I FOR FIELD LOCATION OF UNDERGROUND UTILITIES EXPIRES 6/10/05 Issued for: PRELJM PLAT 9/2/04 Rev. Date Sheet Title: PRELIMINARY DEIENTION PLAN Sheet No: 5 Sheet of u 0 Lf) 0 c_ I N I " / ,, a D I ,, 0 / a, " 0 / " --CL I ·,., CB 107 TYPE 1 RIM 472.89 IE 470.81 27 LF 12" SD @ 0.005ft/ft ' . ' - CONNECT 12" SD TO EXISTING DITCH IE 470.67--..J I ' --~----··-------- / S.E. 162ND STREET IMPROVEMENTS PLAN SCALE: 1 "=30' .. EXISTING GR~bE <t-~ ; , >C ·i 480 . ..-cS ....J °N . -· -~~ , i . Q, ~"' . . ··CZ . ,;: + "l ;,;; GRADE AT : : . ;;; "'; f-•;:c-_ '-477.Bi _ / -~ "I' ~~o· ----\_l47701 · _...-----r -~ ,..,.!;,: FLOW LINE · .. ,.. -," · ·. /:-' // , : ~~~..;. . · .. : ... ~.~~l""·=.-:-:t.4,5.88 · · -1-.' .>-' :::-/.-:-· · · i · · : = i;"'-..::-: 474.92 : . -/ ... ____.----: ,· • • ... -:.---\_ __.. --I . . .::..-,...-. 474.04 I ~ --I ·1 I · · ..::--: '+-473.36 · -"·Dl~-1'-~--1 . I . ----:, 'J',. ~ : ! . I · ,_.--------:-' . I ! • • __ --1 -----' '470 I , ---: . ..., -t .-. -; . . . . . . . . . . I· . . . . • . . . . . . 1 . . . . . ! r ----: 1 i i i-. I I I ! I i ! i i I I r-"' ei ui i;;: r-. .... 26+00 "' "' r-. .... "' .,; r-. ... I · DATUM ELEV 465.00 25+00 S.E. 162ND STl=tEET PROFILE SCALE: HOR. 1"=30' / VER. 1"=5' ---.:_ ---- ,/ ... ,; .. ,,,.,, ';~;,@:' ,,;,,, '\' t'T ;""'',Fe' ;.:.c;;;,;,,,,;.;: ;~·Js'· J'0';; ;i_,f~~cv '''"''';''·'; ,;,., :;,,,;;;_;,,: ,,;;;;.,.:; ~:;.'Z:~: .. ' ~ ·-. --'~'S.E.-162NDST :;' r---:-:. /J S.E. 162ND :STREET TREE PLAN SCALE: 1 "=30' : E~;:i<. (_:; ;.,.; i; . '·' : ,,, '~ ; (/~f:!' ,, , I ' N EB N EB R/,W 30' I . . . . . . . . . . . . . 4801 I DATUM ELEV 465.00 I . i 0+00 5' SW .. ~ - CONCRETE CURB AND GUTTER _ __, 0.5' · 12' (f_ R/,W 8' i MIN • il' . . . . . . · . 1 • CLASS 'Ei" . . . . 1---------r r ASPHALT OVERLAY SAWCUT LINE (MATCH EXISTING GRADE) : 2" CLASS "B" ASRHALT CONCRETE 1-1/2" CRUSHED SURFACING TOP COURSE . . ·5• CRUSHED SLIRPACING BASE COURSE. ADDITIONAL TREAlMENT (IF REQUIRED) 30' SAWCUT LINE 2' INBOARD OF PAVEMENT EDGE (TYP) 2" CLASS •9• ASPHALT CONCRETE DEMO/REMOVAL NOTES: ' [::> SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT CONS'TRUCTION NOTES: 0 ASPHALT ROAD WIDENING PER K.C.R.S. OWG. NO. 1-002 0 CONCF!ETE CURB AND GUTTER PER K.C.R.S. DWG. NO. 3-002 0 CONCRETE DRIVEWAY APROACH PER K.C.R.S. DWG. NO. 3-004 0 CONCRETE SIDEWALK PER K.C.R.S. DWG. NO. 1-002 © STREET TREES PER K.C.R.S. DWG. NO. 5-009 G:) 7 CURB RAMP PER K.C.D.O.T.R.S.D. FIG. NO. 3-007 /3-008 0 CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER PER K.C.D.O. T.R.S.D. FIG. NO. 3-009 0 EXISTING TREE TO REMAIN AS STREET TREE 0 PROVIDE GRAVEL SHOULDER TO MATCH (1' MIN WIDTH), ADJUST DITCH LOCATION AS REQUIRED SHEET NOTES: 1. PER KCRS SECTION 4.01F, A 1 INCH FULL WIDTH OVERLAY SHALL BE REQUIRED. THE OVERLAY MAY BE WAIVED ONLY AFTER AN EVALUATION OF PAVEMENT CONDITIONS OR CHANNELIZATION REQUIRMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MA11ERIAL AND SURFACING SHALL BE MADE PRIOR TO PLACING THE OVERLAY. THIS APPLIES TO ALL THREE FRONTAGES. 2. FIELD ADJ~ST GUTTER GRADE TO COORDINATE W/ EXISTING ROADWAY CROWN AS REQUIRED. 3. ROAD WIDENING MUST PROVIDE A CONTINUOUS SLOPE FROM ROAD CROWN TO GUTTER WITHOUT ABRUPT BREAKS OR "FALSE GUTTERS". IT MAY BE NECESSARY TO GRIND OR REMOVE EXISTING PAVEMENT, OR PRE-LEVEL LOW SPOTS BEFORE PLACING THE OVERLAY. I 1-1 /2" CRUSHED SURFACING :mp COURSE : 5" CRUSHED SURFACING BASE: COURSE AS-BUILT . : . ADDITIONAL TREATMENT (IF. REQUIRED) ... This design drawing hos been updated with information provided by the construction contractor and/or independent field survey to reflect finish construction. The completeness and accuroncy of the revision is dependent on the information provided. The designotcf J ;•-built' opplies to the following portions of this drawing. By. Dote: GRAPHIC SCALE TYP. SEC. S.E. 162ND STREET -JO 0 I ..r. 1 00 I 120 '] SCALE: 1 "=5' CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES • 0 ~--· ~· ! ( IN FEET ) 1 inch = 30 fl GRAPHIC SCALE • 10 J I ( IN FEET ) 1inch=5 fl 120 I APPROVED FOR CONSTRUCTION ® King County D.D.E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Date Approval Date ' -, - -.:ft -~ "'== -. ~ '+ laylor !Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fox 425-391-1551 Project: LUND PLAT . 16217 tl41H AVENUE SE RENTON, WA 98055 Developer: Mr. Guy Lund 17844 147th Avenue SE Renton, WA 98056 Job Data: T[C Joh#, 281 PLS IJe signed, WN T IJra wm !lE_ Checl<ed, LMI Authorized Use: This drawing is issued for use in /he tilled project only. It shall not be used for ony other purpose without the express authorization and/or adaptation by TEC. Permit Agency: KING COUNW ACTIVITY #: L05SR031 PROJECT 1/: L04S0037 EXPIRES 6/10/09 Issued for: FINAL PLAT 6/9/05 Rev. Date CO. COMM. 9/12/05 LOT REVISION 12/30/05 CO. COMM. 1/24/06 CO. COMM. 2/20/06 FIELD CHANGE 5/21/07 AS-BUILT 8/20/07 Sheet Title: SE162ND STREET IMPROVEMENTS PLAN, PROFILES AND ECTIONS Sheet No: 4.1 Sheet "' u ~ u 0 "' 0 Q_ I '" I') ('-! I V / ;'; 3 D I fjj 0 / O> 5 D / v, ~ 0 I (D '" / (fl w ~ / I I I I " a, i;;: CB 106 TYPE! 1 479.10 RIM 08. 70 ' 476.63 IE 475.76 \ ( I i ·v CB 105 TYPE 1 ;i)S RI¥ 474. 92 415,99 IE' 172,10 (1111)'1,112.71 IE i 172.00 {01)~) 472.42 ( CONNEc;i;,\t.:lSTING CUL VERT) 472.44 •'!._, I _.,,_... ' .. ---. (C) 596.07" (F') 3 114TH AVENUE SE IMPROVEMENTS PLAN .... "' oi a, i;;: r-... 16+00 R/,W I . , . . . . . . • . • • • . 480 I · · · · · · , · · · · · · I CONCR:[TE CURB "' oi i;;: 15+00 30' 5' SW AND GUTTER _......; DATUM ELEV 465.00 0+00 0.5' · SCALE: 1 "=30' ' ' ..... I'-r-.. "' co ,..: <O ,ri !;j: r-.. I'-i;;: ... .... 14+00 13+00 114TH AVENUE SE PROFILE HSCALE: 1"=30' / VSCALE: 1"=5' 12' ct R/,W a· i MIN. ,_ __ , _·_·_g_··_·_·_·--',·rr~~tE~ ~~R~;. SAWCUT LINE (MATCH EXISTING GRADE) : 2" CLASS "B" ASF'HALT CONCRETE 1-1/2" CRUSHED SURFACING TOP COURSE ·5• CRUSHED SURFACING BASE COURSE .. ADDITIONAL ffiEAlMENT (IF REQUIRED) 30' SAWCUT LINE 2' INBOARD OF PAVEMENT EDGE (TYP) 2" CLASS "B" ASPHALT CONCRETE 1-1 /2" CRUSHED SURFACING :rop COURSE : 5" CRUSHED SURFACING BASE: COURSE .! , -: . ADDITIONAL ffiEATMENT {IF REQUIRED). TYP. SEC. 114TH AVENUE SE SCALE: 1"=5' "' ..,: r-..,. CB 104 TYPE 1 473.98 RIM 473.51 47/.58 IE 47M4 (IN) ,/1J' 47/.25 IE -47B:-# (OUT)rj):'} 1 /f 471.40 (S) '~i/ ~· ' "' 00 ..,: ..-; i;;: ..... .... 12+00 CB#107 TYPE 1 473.25 RiRIM=4':f!F.'{&"-i7 'cJ 171.25 IE 169. 73 c~Z, _, .... ..-; ..... .... 11+00 (,j) ,P'fS (~i;/ 1.C:i)'V ~> --.,.... __ C) ..-; ..... ... ' 43 -45-LF 12" SD @ -&.ee&n / ft 0.006 ' I I I I i 460 I I I ! ' ) ' ' . J I ' I J ' DATUM ELEV 455.00 C) "i ..-; N ..... ,, .... .... 10+00 AS-BUILT DEMO/REMOVAL NOTES: I [C:> SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT CONSTRUCT/ON NOTES: 0 ASPHALT ROAD WIDENING PER K.C.R.S. DWG. NO. 1-002 ® CONCRETE CURB AND GUTTER PER K.C.R.S. DWG. NO. 3-002 0 CONCRETE DRIVEWAY APPROACH PER K.C.R.S. DWG. NO. 3-004 0 CONCRETE SIDEWALK PER K.C.R.S. DWG. NO. 1-002 0 SffiEET ffiEES PER K.C.R.S. DWG. NO. 5-009 0 CURB RAMP PER K.C.D.O. T.R.S.D. FIG. NO. 3-007 /3-008 I]\ CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER PER V K.C.D.O. T.R.S.D. FIG. NO. 3-009 0 EXISTING SffiEET TREE TO REMAIN AS SffiEET ffiEE SHEET NOTES: 1. PER KCRS SECTION 4.01F, A 1 INCH FULL WIDTH OVERLAY SHALL BE REQUIRED. THE OVERLAY MAY BE WAIVED ONLY AFTER AN EVALUATION OF PAVEMENT CONDITIONS OR CHANNELJZA TION REQUIRMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL AND SURFACING SHALL BE MADE PRIOR TO PLACING THE OVERLAY. THIS APPLIES TO ALL THREE FRONTAGES. 2. FIELD ADJUST GUffiR GRADE TO COORDINATE W/ EXISTING ROADWAY CROWN AS REQUIRED. 3. ROAD WIDENING MUST PROVIDE A CONTINUOUS SLOPE FROM ROAD CROWN TO GUTTER WITHOUT ABRUPT BREAKS OR "FALSE GUffiRS". IT MAY BE NECESSARY TO GRIND OR REMOVE EXISTING PAVEMENT, OR PRE-LEVEL LOW SPOTS BEFORE PLACING THE OVERLAY. GRAPHIC SCALE 30 rs.•. 30 -.d •• I -------- 12" *9 ( IN FEET } 1 inch = 30 ft. GRAPI-IIC SCALE 2.5 5 I • 10 ' . -------- 120 I ( IN FEET ) 11nch=5 fL This design drawing hos been updated with information provided by the construction contractor and/or independent field survey to reflect finish construction. The completeness and accurancy of the revision is dependent on the information provided. The designatio~il/unt" applies to the following portions of this drawing. By: Dote: CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES APPROVED FOR CONSTRUCTION ® King County D,D,E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Date Approval Dote Iaylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: LUND PLAT 16217 11411-1 A VENUE SE RENTON, WA 98055 Developer: Mr. Guy Lund 17844 147th Avenue SE Renton, WA 98056 Job Dato: T[C Joh#, Designed Prawn: Checked 281-PLS WNT RP 00 Authorized Use: This drawing is issued for use in the titled project only. It shall not be used for any other purpose without the express outhorizo/ion and/or adaptation by TEC. Permit Agency: KING COUNTY ACTIVITY #: L05SR0,31 PROJECT #: L04S0037 EXPIRES 6/10/09 Issued for: FINAL PLAT 6/6/05 Rev. Dote AS-BUILT 8/27/07 AS-BUILT 2/7/08 Sheet Title: t14TH AVENUE SE l~JIPROVEMENTS PLAN, PROFILES AND SECTIONS Sheet No: 4.2 Sheet of 1 I ...--------------------------~----------------------y---.! i " I ..... "' ~· <ri d ~ ..... .... 22+00 21+00 SE 164TH STREET PROFILE SCALE: HOR. 1"=30' / VER. 1"=5' I i ! •/ 1 : i CONNECT · 12",' SD • TO Ex1sr1N~;cs i IE 466 "0 .• d ·, ! 'r..1 ~ 'l >~' / i it '. 1''i / " ;, :..: ., :., ... -~ :> ,_;, "" -::· ,,, \'. ·;:": ., '" :~:; ,-;:; 0( I / WETLAND "C" ---__ __,_ < \ MAINTAIN 5' MIN. CLEAR FROM fXISTTNG 12" AC· WA TERMAIN (TYP) ...__ __ l SE 164TH STREET IMPROVEMENTS PLAN SCALE: 1 "=30' l 0 0 i · i 460 I i I i "'l DATUM ELEV 455.00 ,·c ' '!. ' ,:, '"' ,,~ t -- 'i61P----'-'-I 6 , ( A/cso smo=--- __ ,6'{ SHEET 4.2) l 67 . CB 101( YPE 1 W/£0Llrl'JIJ:L .. .. . •... , . RIM 471~.80 472.20 -6& LF 12" SD @ -&.-elOft/fl 0.043 IE 468.80 (IN, E) 467.20 IE 167.38 (IN, NE) 467.lr--- IE 168.28 (OUT) 467.04 I N l I I EB RjW . . ' ._ ....... , . . CONCRETE CURB 5' . SW AND GUTIER --'-' DATUM ELEV 460.00 0+00 0.5' 16' DEMO/REMOVAL NOTES: " fl:> SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT g:> REMOVE EXISTING 12" SD TO BE REPLACED CONSTRUCT/ON NOTES: 0) 2 1 ASPHALT ROAD WIDENING PER K.C.R.S. DWG. NO. 1-002 ® CONCRETE CURB AND GUTTER PER K.C.R.S. DWG. NO. 3-002 0 CONCRETE DRIVEWAY APPROACH PER K.C.R.S. DWG. NO. 3-004 8 CONCRETE SIDEWALK PER K.C.R.S. DWG. NO. 1-002 G) STREET TREE PER K.C.R.S. DWG. NO. 5-009 0 CURB RAMP PER K.C.D.O. T.R.S.D. FIG. NO. 3-007 /3-008 0 CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER PER K.C.D.O.T.R.S.D. FIG. NO. 3-009 0 EXISTING TREE TO REMAIN AS STREET TREE VARIES SHEET NOTES: 1. PER KCRS SECTION 4.01F, A 1 INCH FULL WIDTH OVERLAY SHALL BE REQUIRED. THE OVERLAY MAY BE WAIVED ONLY AFTER AN EVALUATION OF PAVEMENT CONDITIONS OR CHANNELIZATION REQUIRMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL AND SURFACING SHALL BE MADE PRIOR TO PLACING THE OVERLAY. THIS APPLIES TO ALL THREE FRONTAGES. 2. FIELD ADJUST GUTTER GRADE TO COORDINATE Wj EXISTING ROADWAY CROWN AS REQUIRED. 3. ROAD WIDENING MUST PROVIDE A CONTINUOUS SLOPE FROM ROAD CROWN TO GUffiR WITHOUT ABRUPT BREAKS OR "FALSE GUTTERS". IT MAY BE NECESSARY TO GRIND OR REMOVE EXISTING PAVEMENT, OR PRE-LEVEL LOW SPOTS BEFORE PLACING THE OVERLAY. Ct R;',W : 1" CLASS "B" ASPHALT OVERLAY . ,, .,.-··-··· z (ONLY ~HERE REQUIRED): -·,.-•,.,..,_;,··-,-, ••• _ .• , ~~~-< ~ ·-~ ~- ' SAWCUT l!NE (MATCH · · EXISITING GRADE) r .. . ; . "--2• CLASS •s• ASPHALT CONCRETE '----1-1/2" CRUSHED SURFACING TOP COURSE: "---5" CRUSHED' SURFACING BASE COURSE '----ADDITIONAL: TREATMENT (IF REQUIRED) ..... d ..... .... I I I N ...; ,.., (;: (;: (;: TYP SECTION SE 164TH STREET SCALE: 1"=5' 20+00 GRAPHIC SCALE -6.-........ l--'i 30 L 80 120 I ____ I ( IN FEET ) 1 inch = 30 ft. GRAPHIC SCALE • 0 ~-.d • ·t 10 .~ 120 ~ 2.5 i ( IN FEET ) 1 Inch = 5 ft. AS-BUILT This design drawing has been updated with information provided by the construction contractor and/or independent field survey to reflect finish construction. The completeness and accurancy of the re~ision is dependent on the information provided. The designotio~ runt· op plies to the following portio11s of this drawing. By. Dote: • CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES APPROVED FOR CONSTRUCTION ® King County D.D.E.S. Review Engineer Review Engtneer JAMES H. SANDERS, P.E. DC:VELOPMENT ENGINEER Completion Dote Completion Dote Approval Date . --1-~ r . --= -·" -= • ~ • . '(Jdl - Taylor Engineering Consultants 205 F rent St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fox 425-391-1551 Project: ~ LUND PLAT 16217114TH AVENUE SE RENTON, WA 98055 Developer: Mr. Guy Lund 17844 147th Avenue SE Renton, WA 98056 Job Data: /EC Joh 11· 281-PLS JJesigned, WN T JJrawn, RP Checked' LM.I. Authorized Use: This drawing is issued for use in the tilled project only. It shall not be used for any other purpose without the express authorization and/or adaptation by TEC. Permit Agency: KING COUNTY ACTIVITY /j: L05SR031 PROJECT /j: L04S0037 EXPIRES 6/!0/09 Issued for: FINAL PLAT 6/9/05 Rev. Date AS-BUILT B/20/07 Sheet Title: SE 164TH STREET IMPROVEMENTS PLAN, PROFILES ND SECTIONS Sheet No: 4.3 Comments: L_ ________________________________________ .l.___ _____ ..._ ___ _ Sheet of ., " r ' !