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HomeMy WebLinkAboutLUA 09-099 & LUA-09-100_Large Format 01PORTION OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF. TtlE NE 1/ 4 SECTION 10 TOWNSHIP 23 N RANGE 5 E w!.M. SPECIAL INSPECTION GENERAL: SPECIAL INSPECTION BY A QUALlFIED INSPECTOR IS REQUIRED IN ACCORDANCE WITH THE 2006 !BC AS ADOPTED BY KING COUNTY ON THE FOLLOWING ITEMS. a. CONCRETE STRENGTH AND PLACEMENT b. REINFORCING BAR PLACEMENT QUALIFICATION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL. DISTRIBUTION OF REPORTS: SPECIAL INSPECTOR TO FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND SITE STRUCTURES, AND SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS COMPLETED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE 2006 !BC. CONCRETE CONCRETE REQUIREMENTS: LOCATION WALLS & FOOTINGS STRENGTH 3000PS1@ 28 DAYS MAX W/C RA TIO 0.53 AIR CONTENT: CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% +/-1% ENTRAINED AIR. MIX DESIGN: SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS. MATERIAL REQUIREMENTS: CEMENT: ASTM C150. ADMIXTURES: AC! 2>01. AGGREGATES: ASTM C:i3 WATER: ASTM C94. PLACING REQUIREMENTS: PLACING: PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID SEGREGATION. THE FREE UNCONFINED FALL OF THE CONCRETE SHALL NOT EXCEED 5 FEET. DEBRIS REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE. CONSOLJDA TION: CONSOLJDATE CONCRETE BY SUIT ABLE MEANS. THOROUGHLY WORK CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. CURING REQUIREMENTS: CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD Of TIME AFTER PLACEMENT. WEATHER CONDITIONS: ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS. DESIGN CRITERIA VERTICAL LOADS ADJACENT TO WALLS: 21 UPWARD SLOPING BACKFILL 250 PSF UNIFORM LIVE LOAD SURCHARGE: 150 PSF UNIFORM FOUNDATION DESIGN: FOUNDATION DESIGN 15 BASED ON THE FOLLOWING VALUES DERIVED FROM THE GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES, INC. DATED NOVEMBER 12, 2007: ALLOWABLE BEARING PRESSURE: 3,000 PSF LATERAL EARTH PRESSURES ON WALLS: ACTIVE CONDITION: :;5 PCF EFW SEISMIC PRESSURE COMPONENT: E • 4H PSF UNIFORM PASSIVE SOIL RESISTANCE 250 PCF EFW IFS. • 1.5) COEFFICIENT OF BASE FRICTION: 0.35 (F.S. • 15) SATURATED SOIL DENSITY: 125 PCF 101 1-6 11 GENERAL CONSTRUCTION NOTES CODE: WALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2006 !BC AS ADOPTED BY KING COUNTY, WASHINGTON. GENERAL DETAILS: TYPICAL OR GENERAL NOTES AND DETAILS ON THESE SHEETS SHALL APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. DISCREPANCIES: THE CONTRACTOR & SPECIAL INSPECTOR SHALL PROVIDE THE ENGINEER WITH A WRITTEN REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS. SHORING & EXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES. BACKFILL SOIL: WALL BACKFILL SHALL BE WELL GRADED FREE DRAINING SOIL FREE OF ORGANIC MATERIAL. BACKFILL SHALL BE PLACED IN LIFTS OF NO MORE THAN 8 INCHES AND COMPACTED TO WITHIN 90% OF THE SOILS MAXIMUM DRY DENSITY. ALL COMPACTION OCCURING WITHIN 51 OF THE WALL SHALL BE COMPLETED USING HAND OPERATED MACHINERY. REINFORCING BAR MATERIAL REQUIREMENT: REINFORCING BARS: USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT AS NOTED ON THE DRAWINGS. FABRICATION AND PLACING REQUIREMENTS: BENDING: BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE ENGINEER. PLACING: REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE. MAXIMUM SPACING OF SUPPORTS SHALL BE 31-6 11 . CONCRETE COVER: MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH 311 CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH _______ 211 WELDING: DO NOT WELD REINFORCING BARS. WET SETTINGS: REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE FORMS. LAP SPLICES: PROVIDE LAP LENGTHS AS SHOWN ON THESE DRAWINGS. X <( ::;; 0 ' "" 51 6'-011 MIN °" __J 0 11-411 TYP 2 1 MIN FTG CONT REINF SEE PLAN SPLICE BARS TO MATCH FTG REINF TYPICAL STEPPED FTG DETAIL SCALE 3/8 11 •1'-0 11 ~5 1-6 11 r ,. ... ,,. ... -----:-----~--. ·----·---··· .. _,. .... ., --___ -·-··· .. ··:::.:~:.:.:.:::.:::.::~.:.:.:~.::~.::.-.::.:.:. .. ! "" '' '"''·" --------------------------------------- I ··:·_:~~-~: ··~. -·. --L---_::_ .... .-.. -... ---_-__ -· _oM ...... --··: __ _:'.:__~~~-~~-~~~~~------------·-. -..,.,--.. ' ---.·.,,, .. ----__ ,, ... __ _ ' ... ,...... ...... .... .... . ......... ::.·:.·:.... , ................. ,.., .................... ······r··-···· -~::--"':~"~"~'" "> ...... . ............ ,. ::-~-:::--~ ::1 ___ --- .r .. •·.··.•.o·.·.·.•.·.w .. ··.·.··.·-.'".·.·.· ..• 4.·.·.s .•. · .. · ... a .... · ... o.·.·.·.· .. ·.o .. : .. '.· . . . . ... . ... ==="" .......... !Q~I~~,q:Q.p • TOF•451.00 TOF•45~.00 RETAINING WALL SITE PLAN SCALE ~/~211 a 1'-0" X <( ::;; 0 ' e's - 10 11 51-0 11 71-10 11 1 RETAINING WALL SECTION 51 SCALE 1/2.11 •1 1-0 11 PREFABRICATED DRAINAGE PANEL (MIRANDRAIN 6000 OR EQUIVALENT). CUT PLASTIC SHEATING BACK OF PANEL TO MATCH SIZE OF WEEP HOLE. - DO NOT CUT FILTER FABRIC. 1211 WIDE x 10 11 DEEP x 1/411 THICK ALUMINUM OR GALVANIZED STEEL PLATE w/ 211 BEARING SEAT BENT FROM 12 11 SQ PLATE. CENTER PLATE ON WEEP HOLE. m_-111- BACKFILL TO WITHIN ~II OF WEEP HOLE ~I I 111=11 INVERT BEFORE SETTING PLATE --1 I[_ -I I I I 111 i1 1111 llJ 111 111 11 -,_ - OPTION A WEEP HOLE DETAIL SCALE 1"•1'-0 11 .. ···••• 32r-oi1 ....... ·.··.···•·········• .. ··.· ..... · , .. TOF•455.00 TOF•457.00 I. ·--~--~· 411, WEEP HOLE SLOPED AT 1 L_ 12 12 11 SQ GALVANIZED 1/411 MESH SCREEN 29'-0".. -°" -__J <"> 0 1011 61-011 RETAINING WALL SECTION SCALE 1/2 11 •1'-0" OPTION B , .. ,,,.·,,_,,,,,::.:::;!·'<'.,:.:w,,, .. ,.,.·::·=<•·= :c·c;,-;.,.·,, .·· 12 11 THICK LAYER OF FREE-DRAINING GRANULAR FILL -'411 f. PERFORATED"PVC"P!PE TIED TO WEEP HOLE WRAPED w/ FILTER FABERIC 411 t WEEP HOLE SLOPED AT 1 L_ 12 WALL SECTION GENERAL KEYNOTES 1. APPLY PREFABRICATED DRAINAGE PANEL (MIRANDIAN 6000 OR EQUIVALENTJ TO THE BACKFILL FACE OF THE WALL. EXTEND DRAINAGE PANEL TO WITHIN 611 OF FINISHED GRADE. A 12 11 THICK LAYER OF FREE-DRAINING GRANULAR FILL MAY BE USED IN LIEU OF THE DRAINAGE PANEL. 2. 411 t PVC WEEP HOLE THROUGH WALL. SET INVERT 611 ABOVE FINISHED GRADE @ THE DOWNHILL FACE OF THE WALL. PROVIDE WEEP HOLES @ 81-0 11 0/c ALONG THE LENGTH OF THE WALL. SEE 4/51 FOR DETAILS. ~. LEAVE SURFACE BETWEEN WALL & FOOTING ROUGH. 4. FINISHED GRADE AT THE BACKFILL FACE OF THE WALL. BACKFILL ELEVATION VARIES. SEE CIVIL DWGS FOR FINAL ELEVATIONS. 5. FINISHED GRADE AT THE DOWNHILL FACE OF WALL. SEE CIVIL DWGS FOR FINAL ELEVATIONS. PROVIDE 1'-0 11 MIN COVER OVER THE TOP OF THE FOOTING. WALL SECTION REINFORCING KEYNOTES 101. 10 11 THICK CONCRETE RETAINING WALL REINF w/ #5@12 11 0/c HORZ & #6@12 110/c VERT. PLACE VERT REINF NEAR THE BACKFILL FACE OF THE WALL. LAP HORZ REINF BARS 24 11 MIN @ ALL SPLICE LOCATIONS. PROVIDE l2J-#5 CONTINUOUS HORZ BARS @ THE TOP OF THE WALL. 102. 1011 THICK CONCRETE RETAINING WALL REINF w/ #5@12 11 0/c HORZ & VERT. PLACE VERT REINF NEAR THE BACKFILL FACE OF THE WALL. LAP HORZ REINF BARS 24 11 MIN @ ALL SPLICE LOCATIONS. PROVIDE (2J-f5 CONTINUOUS HORZ BARS @ THE TOP OF THE WALL. 10~. #7 WALL TO FOOTING DOWELS @ 6110/c. PROVIDE STD HOOK @ END OF BAR CAST INTO FOOTING. DOWELS SHALL BE EMBEDDED A MINIMUM OF 1~11 •/-1/211 INTO FOOTING. 104. #6 WALL TO FOOTING DOWELS @ 12 11 0/c. PROVIDE STD HOOK @ END OF BAR CAST INTO FOOTING. DOWELS SHALL BE EMBEDDED A MINIMUM OF 1~11 +/-1/2 11 INTO FOOTING. 105. #5 LONGITUDINAL AS SHOWN. LAP 24 11 MIN @ ALL SPLICE LOCATIONS. 106. #7@12 110/c TRANSVERSE. 107. #6@12 11 0/c TRANSVERSE. 108. #5@12 110/c TRANSVERSE. DIMENSIONS & ELEVATIONS THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS, AND SHALL NOTIFY BOTH THE CIVIL & STRUCTURAL ENGINEERS IN WRITING OF ALL DISCREPANCIES BETWEEN THE CIVIL DWGS AND THESE DWGS PRIOR TO CONSTRUCTION. LENGTHS SHOWN ON THIS PLAN HAVE BEEN ROUNDED OFF TO A WHOLE NUMBER AND ARE INTENDED FOR GENERAL INFORMATION AND REINFORCING DETAILING ONLY. SEE CIVIL DRAWINGS FOR EXACT WALL LENGTH. ALL TOP OF WALL & TOP OF FOOTING ELEVATIONS ARE APPROXIMATE. CONTRACTOR TO ADJUST ELEVATIONS AS NEEDED BASED ON EXISTING & FINISHED GRADE IN THE FIELD AT THE TIME OF CONSTRUCTION. A MINIMUM COVER DEPTH OF 11-0" OVER THE TOP OF THE FOOTINGS MUST BE MAINTAINED. CONTRACTOR SHALL ADJUST WALL SECTIONS WHERE APPROPRIATE TO ACCOMMODATE REVISED TOP OF WALL OR TOP OF FOOTING ELEVATIONS. . 22.'-~" .· ,' PLAN KEYNOTES 1. 10 11 THICK C.I.P CONCRETE SITE RETAINING WALL. SEE WALL SECTIONS ON THIS SHEET FOR DIMENSIONS & REINFORCING. CONTRACTOR TO PROVIDE CONTINUOUS SLOPE ALONG TOP OF WALL BETWEEN VARYING TOP OF WALL ELEVATIONS. LEGEND '"''""' ••.• ,,,.,.. CIP CONCRETE WALL CONCRETE SPREAD FOOTING ····/'.,., .. ,,.. ..... . .. /·"'·~-------------~.,_ ........ --- il/QYf~<!jtQ:@ TOF•459.00 I / ,,,,·• •.. ""''""""',:·:<o:::.:;;,;.,: ... .,,, . ·1 _1-·-::,:-'.-.l __ T~=O~-j"fi TOF-465.00 .J IN¥9:W!..I TOP OF WALL I TOF I TOP OF FOOTING e FOOTING STEP LOCATION. SEE ~/S1 D.D.E.S. KING COUNTY D.D.E.S. 2' 24' Review Engineer Completion Date -I F I • O' 4' 16 1 ~2' Sen lor Engineer Completion Date James H. Sanders, P.E. Development Engineer Approved Date Comments Ill '··· ~ ., l.lJ ~ 0:: • ' .... ::, ' ti! ,. !-·~ ' -u" l\l ::, ~ $ c,: . ~ (O f-~ u.; "' 0 0 ' ig l.lJ " I t-; ::, "' -C, w I l/') <( "' .... ~ ti! ' 8 --ll) -I --:g l - EXPIRES 9/12/200 z LI.I I-z ...I 0 ...I :e cc LI.I ;:: (/) {; z -:c ; 0 C, a: z -.......... z -z cc 0 I- I-LI.I z a: LI.I LI.I a: I- I--(/) (/) cc LI.I SHEET: S1 OF 1 S-08-040 "' '2.. m z:.. N 0 0 w u, 5 w Q' C) "' 0 N z .,: __, Q_ (.) " --------------·~ EAST RENTON/ROSEMONTE CAUVQN LOCA 770N OF EXIS77NG U77L/71ES SHOWN IS APPROX/MA TE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA 770N OF U77L/77ES PRIOR TO PROCEEDING WITH ROAD AND STORM DRAINAGE N.J9'09'.J9"E 11.•.·•.•.-.•.·.· .. ·.• •. •· ... ·.·.•.·.·.·•.·.•.' 1.• .• •ri LEGAL DESCRIPTION CONSTRUC770N. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 770N WHERE ANY UNDERGROUND U77L/71ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. 2J 9.J ' r· ,.i1 1 ~f:-:s·o8"E I \I :n:11 ! N42°16'00"E -.. _ I \ f[; 21.22 , ----k. , · · .· .. ~ N.J.J"08'06"E , NB8°19'59"W -691.5.J ---~@Pt Jt • 9.57 -,·· ·v· ........... , .. .. , ;·; -:-,., ... NO.J • .J4'08"W 1-:E-F .J8 . .J6 " TRACT F I .. • ( , N.J1"49'28"E SENS177VE AREA r· ••iii 1 u~' ~ ~II N.J6".J2'.J4"E TRACT / II< i ~-~~~I ""-.... , N05"25'.J7"W 'f 29.13 NO.J-S5'48"E 56.07 N02"01 '.J2"W /N88"20'.J7"W Nt1•44'27"E 98 • .J.J -·v 36. 41 • SCALE ·. 1" = 100' 22.80 N61 '52'41 "E o so 100 20021.5.J •1-1--1 1-----"I N.J5"25'41"E I 1--I 26 . .J.J N02".J9'09"E 55.12 N88'?_p.:. .J:-;1-· .. w_, 129.09 60.fi,B_ NB4 •42'54 "E N08".J5'18"W LEGEND 75 I.'. DETEN770N/ F1•Q•+1 ; RECREA 770N ·.i . •.' ' II /--rf-,,--i--~-.--~--.--.---.--_J r I' 76 77 78 79 BO 81 82 83 74 73 72 71 70 69 68 67 84 85 86 c::, 87~ 8l 88 .. ;:;;; •:!Ei 66 89 , ,.,_ ,., ... -, 1------ll .r+t=-~:.-:-~ r·············· 1'i'RACT J ,IQ/NT USE JRIVEWAY/ 1U77LITY I TRACT A rf.EN SPACE PROPOSED STORM DRAINAGE £XIS77NG F£A TURES PARCEL #1 LOT A OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L04L0055, RECORDED UNDER RECORDING NO. 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. PARCEL #2 LOT A OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L04L0055, RECORDED UNDER RECORDING NO. 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. BASIS OF BEARING HORIZ. NAO 83/91 CITY OF RENTON GPS CONTROi. NETWORK HOLD/NG CITY OF RENTON MONUMENTS C.O.R.j1851(BAS£ POINT) AND C.O.R.#1852 THc F/£1..D McASUREMENTS FOR THIS TOPOGRAPHIC SURl,£Y IIE7?E OBTAINED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURl,£Y TECHNIQUES USING LE/CA SR 9500 cQIJIPMENT. COORDINATES ASSDCIA TED KITH THIS ORA KING ARc PRO,£CT COORDINATES WHICH MAY Be CONVcRTED ro STA TE PLANE GRID COORDINATES BY SUBTRACTING 100,000 McTERS (328,083.333.J FEET), THEN MULTIPLYING BY THc A !.£RAGE COMBINED FACTOR OF (0.9999823034), THE INITIAL COORDINATE CONl.£RSION WAS PERFORMED USING THc LE/CA SKI-PRO PROGRAM l.£RSION 2.0 2000. PRIMARY CONTROi. POINTS AND ACCESSIBI..£ MONUMENT POSITIONS WERc F/£1..D Ml!ASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURl,£Y TECHNIQIJ£S USING LE/CA SR 9500 cQIJIPMENT. MONUMENT POSITIONS THAT WcRc NOT D/RcCTL y OBSE:Rvro USING GPS SURl,£Y TE:CHNIQIJ£S ll£RE" TIED INTO THE CONTROi. POINTS UTILIZING LE/CA fiECTRONIC rorAL STATIONS FOR THc McASUREMENT OF BOTH ANG/£S AND DISTANCES. THIS SURVE:Y MEETS OR EJ<CEEJS THc STANOARDS SE:T BY WAC 332-130-090. HORIZONTAL DA TUM HORIZONTAL NAO 83/91 VERTICAL DA TUM VcRTICAL-NAl-0 88 BENCHMARK AND DA TUM 0-CITY OF RENTON SURVE:Y CONTROi. NcT'MJRK MONUMENT j/852 3• BRASS SURFACE: MONUMENT FOUND AT THE CORNcR OF Ne 4TH S7Rcc7(SE: 128TH ST.) AND 148TH A VE: SE: 0-18M "A" SE:T RR SPIKE IN W. FACE: OF lll70D POST 1.0' ABO!,£ GRADc 15':J: SOUTH OF SW COR OF PARCEl. #1 £1...=449.78 0-18M "8" 1rJP OF 4"X4" CONC MONUMENT W/ 2" BRASS DISC AND PUNCH AT PROPcRTY CORNcR 298':J: SOUTH OF SITE. IIEST SIOc 148TH A 1,£ 5.£ El...=519.1:J NOTE TO coNmACTOR: RECORD DRAWTNGS PRIOR TO FINAL ACCEPTANCE OF INFRASTRUCTURE IMPROVEMENTS, RECORD DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE PERMITTING AGENCY FOR REVIEW/APPROVAL. THE CONTRACTOR SHALL ANTICIPATE NEED FOR AS-BUILT FIELD SURVEY AND NOTIFY THE SURVEYOR WHEN FACILITIES ARE CONSTRUCTED, ACCESSIBLE AND READY FOR SURVEY. TO AVOID DELAY AND COSTS ASSOCIATED WITH RE-EXCAVATION, OR ADDITIONAL SERVICES TO SA T/SFY OSHA REQUIREMENTS FOR WORK WITHIN CONFINED SPACE, THE CONTRACTOR SHALL: PROVIDE ADE QUA TE NOTICE TO THE SURVEYOR TO ENABLE SCHEDULING OF AS-BUILT SURVEY OF THOSE FACILITIES NOT \//SIBLE FROM THE SURFACE f'BJQB. TO BACKFILL (WHEN POSSIBLE), AND f'BJQB. TO THE INSTALLATION OF THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED UTILITIES REQUIRED TO BE AS-BUILT SHALL BE REFERENCED BY APPROPRIATE MARKERS SUCH AS SHOWN WITHIN THE STANDARD DETAILS OF THESE PLANS. IF A UTILITY MARKER IS DESTROYED OR REMOVED BEFORE AS-BUILT INFORMATION IS ACOUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE SUCH UTILITY FOR MEASUREMENT. OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT/FLOW RESTRICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS; SANITARY SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCATIONS AND STUB INVERT ELEVATIONS; ALSO WATER BEND AND WATER TEE LOCATIONS, IF REQUIRED; ADD/TIO NALLY, IF REQUIRED, THE TOP OF WATER MAIN ELEVATIONS AT 50' O.C. SHALL BE RECORDED. THESE RECORDS SHALL BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF UTILITY /DRAINAGE WORK. --~-·-------BOUNDARY --SD----EX/STLNG STORM DRAIN PIPE ------LDT LINE e OVERFLOW STRUCTURE JI SEWER MANHOLE ------RIGHT-OF-WAY --ss----EXISTLNG SEWER MAIN SHEET INDEX PROJECT INFORMATION ======GUTTER, FLOW. & CURB LINE O SEWER CLEANOUT --W---EX/STLNG WATER MAIN 1 1 COVER SHEET -SINGLE WATER METER --PO---EXISTLNG POWER LINE , 2 CONDIT/OHS OF APPRO''AL ---CENTER LINE :rNm .. ,. -------EASEMENT :'.:J··· DOUBLE WATER METER --UGP---EXISTLNG UNDERGROUND (EAST RENTON) -------BUILDING SETBACK LINE (BSBL) :;; IRRIGA noN METER _ -c-___ ;iV:!t'~~s MAIN ..• 3 CONDITIONS OF APPROVAL ------STORM DRAIN PIPE n_;! I O J -------------ROOF & FOOTLNG DRAIN lf AIR/VAC RELEASE VAL VE --TL----EXISTLNG TELEPHONE LINE 1:R SEMONTE ·--------------------------ROCKERY DRAIN " BLOW OFF D EXISTLNG CATCH BASIN, TYPE I 1 4 COMPOSITE UTILITY AND EASEMENT ' · · · · · · ··---· ··· SEWER MAIN " GA TE VAL VE @ EXISTING CATCH BASIN, TYPE II , PLAN .... ----····· SEWER FORCE MAIN 1T1 TEE O EXISTING SEWER MANHOLE " 5-6 GRADING AND TESC PLANS --·· __ -._-..• -.. --·--·:~:!~:CE '<·I BEND -o-EXISTING POWER POLE fil 7 :~~~:G AND TESC DETAILS AND --·300·-....... -· 10' EXISTING CONTOURS ;, REDUCER [£] EXISTLNG POWER VAULT ···· 302 . · 2' EXISTLNG CONTOURS • CONCRETE BLOCKING E--EXISTING GUY ANCHOR -, 8-9 ROAD AND STORM DRAINAGE PLANS ·-·420·--------10' PROPOSED CONTOURS 10-13 ROAD AND STORM DRAINAGE PROFILES PROJECT DEVELOPER: ENGINEER/SURVEYOR: CAMWEST REAL ESTATE DEVELOPMENT, INC. 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 CONTACT: JENNIFER REINER (425) 825-1955 TRIAD ASSOC/A TES 12112 115TH A VE NE KIRKLAND, WA 98034 CONTACT: GERRY BUCK (425) 821-8448 Vicinity Mop NOT TO SCALE SITE NE 4th ST I • . . S£ 132nd sr Sf 133rd CT PARK & RIDE Soils Mop Scale 1"=1000' \ r-' I ~ ~I---- AgC \', ' ) I I \ AgB I I \ ' ' \ " ) ~ f----I I ) I i ,, _ .. , : ' ' :: ?h'y' ) I -) ; I \ _.....,,.' EvB I ":"--, I I \ ) NE 4 TH_ AVENUE \ .. Notice Required Contractors shall notify operators who maintain underground utility lines in the area of proposed excavation or blasting at least two business ·days, but not more than ten working days prior to commencement of excavdtion or demolition in accordance with RCW Title 19. Names and telephone i:iumbers of the operators of underground utility lines in this project appear ;below. These numbers shall also be used to serve in an emergency conditions as required. Phone CITY OF RENTON ( 425) 255-9600 Sanitary Sewer WATER DISTRICT 90 ( 425) 255-9600 Water District PUGET SOUND ENERGY (206) 447-J'2J'6 Gos Company PUGET SOUND ENERGY (206) 447-3169 Power Company Call Before You Dig DIAL-A-DIG 1-800-424-5555 Notes Site Pion Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. Site plan approval is void if the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void if the final plat is not recorded prior to the preliminary plat approval expiration. PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section Township Range 11101 121.JI 10151 Tax Parcel Number 110121.Jlol5I 191012131 9 J' 9 0 Site Location is within the drainage shed(s) Pro Rota Share Assessment(s) are: D Required D Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rate($ ) per c. f.s. increases.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increoses.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. (To be completed by Consultant) Preliminary Plat Approval/Permit Issued Date: 4/05/07 Expiration Date: 4/05/12 Other Related Permit Numbers Received: Right-of-Way Use Permit Grading Building/Structural Other _____________ _ Board feet of tree removal on site: Cubic yards of material hauled on/off the site: 15,000 Is this a erosion sensitive area site? (Yes/No): _:_Yi.::'Ec:5.___ __ _ Note: If "yes", a Highly Sensitive Site Erosion Control Supervisor is required. See ESC plan and TIR for details. Date Ernergency 911 Police-Fire-Rescue •, .,,, .-;•, RECOMMENDED FOR APPROVAL (To be completed by King County) Engineer Pion Reviewer Engineer Supervisor Traffic & Planning Engineer Sensitive Areas Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES Date ® King County, Washington James H. Sanders, P.E. Development Engineer PROJECT CONTACT INFORMATION (To be completed by Consultant) (/) z <( ..J a. ..J 0 a: 1-z 0 (.) z 0 -en 0 a: w C z < C, z -C < a: C, -w C, <( z -<( a: C ::ll: a: 0 I- C/) -C <( 0 a: U) Q' w m 2 ::::) z ... 422---------2' PROPOSED CONTOURS I: .1 EXISTLNG GRAVEL :-EE:SSTITINNGG :.ARETERHYDMERATENRT 14 FRONTAGE IMPROVEMENT PLAN (148TH) --><----*---H--FENCE """ "' " -15 FRONTAGE IMPROVEMENT PROFILE <i\ -• • • -SWALE OR DITCH r.cl PROPOSED GRAVEL rf EXISTING AIR/VAC (1'"8T,'fl." GEOTECH. ENGINEER: ASSOC/A TED EARTH SCIENCES 911 FIFTH A VENUE, SUITE 100 KIRKLAND, WA 98033 CONTACT: KURT MERRIMAN (425} 827-7701 1. The Developer is required to notify the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three days prior b the beginning of construction for a preconstruction conference and specifically, request inspection before beginning: .... ..., CAMWEST REAL ESTATE (425) 825-1955 Cu ---------------~ W 0 0 ! =~-=----:_-~= :ooPGEoOFF 40WE"'TLSALNOP0E LJ ,y RELEASE VALVE 16-17 ROAD AND STORM DRAINAGE DETAILS .S'. .t; ~ © Name Phone _J fr§ ~ 2 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 LL ~ c, o· . £-v'STLNG AcPHALT ~ EXISTING BLOW OFF () .................... BUFFER LINE . . . "' ~-ANO NO TES 1 N EXISTING GATE VALVE 18-20 POND PLAN CROSS C ONS DE ~ ~ ~~~K;;~ES D PROPOSED ASPHALT PAVEMENT * EXISTING CONIFEROUS TREE -AND NOTES SE Tl ' TAILS ii' -cr:::r::, FILL SLOPES LJ PROPOSED SIDEWALK ) ; 21 VAULT DETAILS ANO NOTES lj ~ RIPRAP ( · EXISTLNG DECIDUOUS TREE . 22 MAILBOX, ALIGNMENT AND STREET J • MAILBOX t:] PROPOSED CONCRETE 2 LIGHT PLAN 0 ~ _._ SIGN I 'V I WETLAND L 1 co VER SHEET t O Ali: CURB RAMP ' L2-3 STREET TREE PLANTING PLAN ~ '§. ~ STREET LIGHT ~ RIPRAP . L4 LAYOUT PLAN -TRACTS C & H TESC SUPERVISOR: CAMWEST REAL ESTA TE DEVELOPMENT, INC. 9720 NE 120TH PLACE SUITE 100 KIRKLAND, WA 98034 (425) 825-1955 NO. DATE REVISIONS BY CK A. Installing siltation and erosion control measures B. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before placing subbase, base or paving surfaces F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any construction is started on any existing state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. <(UQ_j D [81 D Address and Zip Code D A Partnership D An Individual (l_ {,; " C_A_M_WE_S_T_R_E_A_L_E_S_T._A_T._E _____ _;_(425J 825-1955 L L Q) " Q) +' C C [J) ~ ~ 2 0 0 f-- Name Phone 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 t8I D Address and Zip Code o; ~ ===== RETAINING WALL '. L5 LANDSCAPE SITE DETAILS ~} ~~-~~ GUARDRAIL q L6 PLANTING PLAN -TRACTS C & H B d · I D A Corporation g 9-~c -=-~ BARRICAOE 1 L7 PLANTING PLAN • TRACT I On Ing n f Orm O ti On D A Partnership c,, ~ • CATCH BASIN, TYPE I ' LB PLANTING PLAN _ TRACT F & G D An Individual ~5 @ CATCH BASIN, TYPE II L9 PLANTING NOTES & DETAILS Restoration Bond Amount $ _______ "L L TRIAD ASSOCIATES (425) 821-8448 ---Q) 0 Q) U) w 0 0 L Q) .0 E =, z >, +-' .> +-' 0 < L Q) .0 E =, z +-' 0 Q) ·~ 0 L o__ ? "' I z 0 I- C> z :c Cl) ; > 1-z ::, 0 (.) CJ z :w: 0 z +-' C Q) E Q_ 0 Q) > Q) 0 g,f'? • STORM CLEANOUT ~ i,' ~ Name Phone " ~ ® YARD DRAIN Performance Bond Amount $ _______ ~ ; L ·g, 12112 115TH A VE NE KIRKLAND, WA 980l!O ~ © ~ ~ w [ f ~,--:::=:::_,.:..:.::..:::._1___.J vi() U(l)oW t! ..... ------------------------------------------------------------------------------------------------------------------------------------~©~2~00~7_;;TR~IA~O;..;.;,AS~S~O~Cl~A~IT~S...L..-1----...L..--------------------..J..-I_L.. _______________________________________________________ .J. __ [81 ____ [81 ___ A_d_d_r_e_ss __ a_n_d __ z_ip __ c_a_de _______________ __:D:E:'C:'_2_6:...:20:(1l ____ ~_f __ 2 ___ 2 __ _J r ---·· . ~ -.,, .. .,~ I I I \ / \ 1 I WC:,~~.ND( / / I /·...J / ,••' "i / TRACT G / RECREATION ... / • I \·. ( \\ W,c TilA ND "A " . . . i L ) / I I ~ // I . I I·· -··-· ...... ·-;.-=-. _J " POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. TRACT F SENSITIVE AREA WETLAND "F" ~CREATION ;DETENTION CB 1 58 CB 7 40 CB 6 41 78 79 CB 19 80 81 24" SD SE 118TH ST-f~~'.__\...-1.1 I I CB 31 1- 24 I 21 r ---1-CB 12A CB 32 25 20 -ss_ -----ss--t i TRACT I DETENTION/ : RECREATION I ! I I I I TRACT J !JOINT USE DRIVEWAY/ I UTILITY I !10' WATER EASEMENT I ,;\:f::::::::::::: I TRACT 8 \ !OPEN SPACE I I~ I 0 SCALE: 1" = 80' 40 80 160 CAUUON LOCATION OF EXISTING UTILITIES SHOWN IS APPROX/MA TE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AELD VERIFY LOCA T/ON OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCT/ON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DA Y.S' BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P .E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Dote Approval Date © 2007 TRIAD ASSOCIATES \. T ASSOCIATES - 12112115thAv .NE Kirkland, WA 9 034-6923 425.821.844 425.821.3481 h 800.488.0756 II free www .triadasso com L ..i 11 d D e 11 e I o p 111 e 11 t C o 11 s u I t <1 11 t s I c:: ,q: rt ..... ~ ..... ~ ~ Cl) ~ ~ ~ ~ :s; ,q: ~ ),.. ..... ..... .... Cl) ~ ~ i...; :::> :s ~ ~ cii C) ~ C) 0 ~ ... u ~ GERAW F. BUCK, AJCP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CUSHMAN, PE PROJECT ENGINEER I JEFFREY L. COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMIITAL DATE: S/20/07 SCALE: HORIZ.: 1"=40' I VE!ll.:N/A STAMP NOT VAIJD UNLESS SIGNED AND DATED :ii!: ~ (!) ~ ~ ~ ::..-... ~ C 0 (!) ~ ~ JOB NO. 01-047 SHEET NO. 4oF22 CB 44 8+55. 00, 21.25 LT 8+51.06 22.00' LT FLOWUNE END PAVEMENT TAPER BEGIN CURB, GUTTER, AND SIDEWALK 20·-12· INTAKE 44A 8+J5.00, 25.00 LT I I I I I I I I (/NTERCl;PTOR DRAINAGE Ff/OM sbuTH) I \EX. GATE~ \ I EX.\ GRAVEL;:,,.\_?;.,__\ 4' 'E . WOOD I ; )\, X ~ FENCE .l._ _ ---g, +-, --~--.;.;,_-.. - EX MB EX. M I •• 7 8+45.00 3.00' LT BEGIN SAWCUT AND PAVEMENT RESTORA noN FDR SANITARY SEI\E"R CONSTRUCnON EX. GRAVEL 8+30 TO 9+20 REPLACE GAS MAIN AS REQUIRED TO PROVIDE J' MIN SEPARA nON 'tt1TH STORM DRAIN POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. 10 EX MB 9 I -.. '8 r ~ : · I '. I ,' (-t· RELOCATE TRAFFIC : 1 / SIGN BEHIND 1 SIDEWALK 1 I 7 °kEMOVE 6 I I I I I \ i \ ) • I I I I ., 1, X. WATER METERS :1 R PLANS :I 5 i ii I JI J!' 4 Ii r f I I I I Pl CB 1'i/ 12 :S·ro, : i\EX. END OF 1 I 'GAS LIN£ 0i I \ -1(..n 2 1 / I ! ! TRAC:r''B. IQ.PEN SPACE I ",,, I ,. (TO BE REMOVED) EX GP I/ (TO BE REMOVED ,., BY PUGET POWER) 1 c; I )0+25 00, 21.25 LT C, l Q I "' \ ~--508 ~-------j;.' '---514-_ .. II I EX. CULVERT 12" IE CONG 512.36 EX. BROKEN CONG WALL SA WCUT AS REQUIRED FOR SANITARY SEWER CONSTRUCnoN E'X. CULVERT EX. WOOD FENCE W/CONC BLOCK POSTS 12' IE CONG 513.00 I I I EX. CB 8366 •. 19+23 CDJ,/STRUCT 15'. . .ORIVEWA Y PE/{'.Jf.J;. DWG 3-004. ··· CROSS"-SLOPE OF DRIVEWAY rp BE AT2JI:. TO PROVIDE TOP 514.44 12" IE CONG 511.64 N 12" IE CONG 511.56 5 '-f-7 ----- 12+00.oa BEGIN FULL ROAD RECONSTRUCnON 12+00, 14.00' RT FLO'NLINE BEGIN THICKENED EDGE PAVEMENT PER DETAIL, SHEET 16 CB 42A 12+18.00, 19± RT CONNECT TO EX. 12" CUL VERT EX. CULVERT 12" IE CPT 506.65 OUTFALL 37A N 512543. 5082 E 1644642.5684 19+40.00 WA TER AND SEWER PER SEPARATE DESIGN DRA'tt1NGS EX. CULVERT 12" IE CONG 503.87 (TO BE REMOVED) EX. GRAVEL REGRADE A NEW 10' 'tt1DE GRAVEL DRIVEWAY W. 5' ASPHALT APRON. GRADE NOT TO EXCEED 12%. LETTER OF PERMISSION REQUIRED PRIOR TO ROAD CONSTRUCnON. EX. MB ' .. ~."-SO (TO BE RELOCATED) EX. CULVERT 12" IE CONG 501.95 (TD BE REMOVED) EX. CULVERT If I 2"CONC 503. 52 (TO BE REMOVED) REGRADE A NEW ID' 'tt1DE GRAVEL DRl'IEWA Y W/ 5' ASPHALT APRON. GRADE NOT TO EXCEED 12%. LETTER OF PERMISSION REQUIRED PRIOR TO ROAD CONSTRUCnON. 'END .. fURE!,' GUTTER· AND ·SIDEWALK .. MA TC/f EXISnNG PAVEMENT. EX. OlHFAll'· · •. .. 24" IE CMP 451.19 · EX. CONG BLOCK WALL AD,\ ACCESS 'TO-CROSSWALK .. CONSTRUCT 10' 'tt1DE CROSSWALK AT 19+ 2J .. 00, ,CROSSWALK PATTERN TO MArGH EXISnNG IN THE AREA. \ ·, (/J / . \ (/J / EX. 2.5' METAL GUARD RAIL EX. "ROCKIN HORSE DANCE BARN" EX. CROSSWALK EX. "DEAD END" EX. CB 10314 TOP 461.04 12" IE CONG 458.89 E (IN) 12" IE CONG 458.84 NW (OUT) EX. CB 7857 TYPE II 48" TOP 460.37 12" IE CPP 456.64 S 12" IE CONG 457.37 SW 12" IE CONG 456.64 SE 12" IE CONG 456.64 NE 18" IE CPP '157.07 N •, •. 1 • ""·416· ./ ..... / . " ' I \' 48 /--· 18" IE CMP 156.97 W (OUT} TOP 459.68 24" IE CMP 451.88 NW 12" IE CONG 453. 60 E 12" IE CMP 454.75 S (TO BE PLUGGED) /8" IE CMP 455.83 E (BRICK CONSTRUCT/ON) TOP 462.00 12" IE CPP 459.26 S (OUT} EX. CB 10390 TOP 461.44 18" IE CPP 457.82 N (IN) 18" IE CPP 457.79 S (OUT) EX. UTP 'D W/ XFR ~,y CB 4flA 15+00.00, 14.00 EX. CULVERT ~ RELOCA X. FENCE TO f PROPERTY LINE (REPLACE, IF NECESARY) \ I I (TO BE RELOCATED) 12 IE CONG 496. 66 (TO BE REMOVED) PAVEMENT TRANSmON EX. WM TO BE RELDCA TED RECONNECT AND ADJUST TO GRADE EX WATER METER (PER WA TER PLANS) EX. CULVERT 16+25.00, 14.00 RT . 16+25.00, 18.00' RT ~ 12 IE CMP 499.29 (TO BE REMOVED) EX. CULVERT 12" IE CONG 501.26 (TO BE REMOVED) CB 39A 16+49.05, 16.37 RT CB 398 8 ·-a:. 16+52.00, 24.66 'RT CONNECT TO EX. 8" CULVERT FROM EAST EX. GRAVEL REGRADE A NEW 10' 'tt1DE GRAVEL DRIVEWAY W/ 5' ASPHALT APRON. GRADE NOT TO EXCEED 12%. LETTER OF PERMISSION REQUIRED PRIOR TO ROAD CONSTRUCnON. ALL GAS AND UNDERGROUND TELEPHONE. INCLUDING SERVICES, SHALL BE REPLACED FROM STA 12+00.00 TO STA 18+20.00. EX. SSMH 10126 RIM 467.50 8" (IN S, OUT W} CTR CHANNEL 460.26 EX. CUL VERT 10107 N ENO 12" IE CONG 463.37 EX. CULVERT 10108 S ENO 8" IE CPP 463.64 NW {NW END NOT FOUND) EX. "20 MPH" WHEN CHILDREN ARE PRESENT" EX. AILBOX STAND, 991'· EX. GA EX. CB 10438 TOP 466.99 12" IE CMP 465.37 N (IN} 12" IE CONG 465.19 E (IN) 18" IE CONG 463.40 S (OUT) EX. CB 10359 TOP 466.63 18" IE CONG 464.15 N (IN} 18" IE CPP 463. 40 S (OUT) -1---- •"<-( ~, •. C "'""''"-< -·u. , c . ,, . •. '·" •'s ---~--........ \ 40 18+2J.OO END FULL ROAD RECONSTRUcnoN SAWCUT ON EXISnNG FOGUNE ·, l / --,--,.---;-- i EX. C,B 7879 REMOVE I TOP·483.99 ~ • .. 12· IE CMP 48?.99 JI 'I.;!'' IE CMR 482.19 S°J EX. UTP . , / • • TO, BE RELOCf, TEDJ . •. EX/CULVfiRT 11" IE C.MP 486.06 (TO BE 'REMOVED) EX. CULVERT 8 IE CPP 486.70 CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN PER CURRENT M.U. T.C.D. RELOCA noN OF EXISnNG POWER POLES TO BE DESIGNED AND PERFORMED BY OTHERS. NOTE: SAWCUT AT EXJSnNG FOGUNE, OR AS SHOWN, TO PROVIDE A CLEAN, VERnCAL EDGE FOR JOINING 7i THE NEW ASPHALT. SEAL NEW JOINT AND OVERLA STREET ONE INCH, PLUS A PRE LEVEL COURSE. THE REQUIREMENT FOR OVERLAY MAY BE WAIVED BY THE ENGINEER OR REVIEWING AGENCY BASED ON THE CONDlnON OF EXISnNG PAVEMENT AND THE EXTENT OF REQUIRED CHANGES TO CHANNEUZA noN PER KCRS 4.01.F.1. COORDINATE WITH INSPECTOR DURING CONSTRUCnON. CAUUON LOCA noN OF EXJSnNG ununES SHOWN JS APPROX/MA TE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AELD VERIFY LOCA noN OF ununEs PRIOR TO PROCEEDING WITH CONSTRUCnON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA noN WHERE ANY UNDERGROUND ununEs MAY BE LOCATED. FAILURE TO DO so COULD MEAN BEARING SUBSTANnAL REPAIR COSTS. KING COUNTY D.D.E.S. Review Engineer Senior Engim1er JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: ,--. Completion Dote Completion Dot(! Approval Date 80 © 2007 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034·6923 425.821.8448 425-821-3481 fax 800.488.0756 toll free www.lriadasBoc.com L a 11 d D e v e I o 1i m e 11 t C o 11 ~ 11 '1 t a 11 t :,; I GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CUSHMAN, PE PROJECT ENGINEER ..£FFREY L COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBldlTIAL DATE: 8/20/07 SCALE: HORIZ.: 1"=40' VERT.: 1"=4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 14oF22 -------~ ----------- ; i . . 520\--i--••..... .; .............................................. . v;..==. ---,___ -------::- --.::::_--· ---' ---i ------- I ! 510i·+ I . i 500! 490----- ... .. ........ f " "' "' ,., Cl r-.:~ <(i <(i <(i ---"' "' "' "' -"' 7+00 8+00 POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE . ---;,~~ ;~l;~UNE GRADE IS lHDWN FOR CURB ~OWL/NE DESIGN. . . . . . .. ... . ·. . .. i . . . . .· . . . . -r· -····--·--···· TWP. 23 N. RGE. 5 E. W.M. ALL IN SEC. 10 'SUBTRACT 0.44' ~OM FINISH CENTERU'/,IE GRADE TO OBTAIN CURB FLOWI./NE t.LEVA nONS i PVI STA = 9+25 . f PVI ff~ffV= = 1;~!!-55 \ ... -1~ .. cc .. = .. = .. =1=="'10=~'"'.~=o=· ... :'-'vc'=···=·-=··""' =···=··=···=·-'"--'1-········-·· ·--·f----L -· ······· ----·-·· ············-··· ................. ---,---------················ ----·-··· -1--·······--················--···-··f ·---··+········-····· .......... ·-·········· · · · ...... ·········+·-----·-·········· ······--+---····--······-··-·· ........ +····--······ -.. ········--· 1 520 "' ~~ ... ~ "' "' ~~ 0:, 0:, <o Cl -"' ~ I.a ..,-"' 0, " -"' ~~ "' -"' 9+00 470 ............ ...! _ .. II)~ _ .. "' -"' r i .... L. .. '' 0, Cl <o ::i " "' ~~ "i "' ... ~~ -. 2 ti -"i Lr}~ "' -"' -"' /ii "' "' 10+00 11+00 i ................ t····· ... ···········T···· '· PROFILE SCALE, 1"=i 40' HORIZONTAi ",,l---· . -----1•=:··4'·VE'R1/CAL -, --·· --- -"' "' .. .-. "' 0, o; "' "' c:, Cl c:, Cl "' "' "'"' 12+00 13+00 r··r1N1sH··c£NTERUNf GRAD£ IS SHOW]FOR-CUFIB'FLOWL7fl. DESIGN: ------····-· r--···---····--------·······--· SUBTff('.CT 0.44' FROM FIN/SH CENTERLINE GR1DE TO OBTAIN CURf FLOWIJNE ELEVATipNS I I -___ J ___ _ I i ' •••••••••-,.,, ___ ..... ,-•,,,.,_,,,.,m ---·-----. --r "' 0, "'Cl -"' . "' "' . "o; Cl -c:, 0, "'iil "'"' 14+00 ··- PVI }TA = 15+10 PVI ELEV = 500.75 s}D = 461' 6 0.00' VC ---·---··--r----· ···--· -········-··T-· I c:, ~ "'~ "' <(i "'"i 0, 0, 0, 0, ,,. .. ,,. .. 15+00 i .. . I · --------------· __ . I___ -------··-!· ------·--·--·------1------·--···------l----__1 l I . ······-'""""•'"'"" ''-+·-·--···-····· --···-·f-·-··--·--·------· I , 1 \ ----------------------------·---r : l ., ,,-,--~~-----~--,-------·-···--····-··>·······························-·"'--·-·--·---·--·--··--····· ., ' -········-················-·i····························-·····I ·····---·--·-····· .............. 510 ~ C) --------!:ct Q::i ~ (ij C) o 500 ~ -~ ..... ---------------------------· I ~ 1------.. -··-·-··-I --· ---------------I~ ~ ,,. ~ ,., 0, . "' C'\JQ 0, <(i 0, 0, "' "' " .. ,,. .. 16+00 17+00 18+00 CAUTION i KING COUNTY D.D.E.S. LOCA 710N OF EXIS71NG U71L/71ES SHOWN IS APPROX/MA TE AND MAY NOT BE ACCURATE OR ALL • Review Engineer INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA 710N OF Unll77ES PRIOR TO PROCEEDING WITH a Senior Engineer CONSTRUC710N. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE JAMES H. SANDERS, P.E. BEGINNING EXCA VA 710N WHERE ANY UNDERGROUND DEVELOPMENT ENGINEER U71L/71ES MAY BE LOCATED. FAILURE TO DO SO Comments: COULD MEAN BEARING SUBSTAN71AL REPAIR COSTS. lJ ~L it-Od::/;(,., ., z_ __ .'.,,.;..;, ;,-:·'Tu_" !ill . Completion Date Completion Dote Approval Dote 18+00 19+00 20+00 21+00 22+00 2.J+OO 24+00 © 2007 TRIAD ASSOCIATES , .. ,_--·-'~--'- ""-TRIAD ASSOCIATES - 12112115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com • L c111 d O ~ v e Io p rn e 11 t Co 11 ~ 11 it ,1,11 t ', ~ ~ C Llj ~ :.:::! ~ ..... Cl) &: ~ C .... ~ ~ tc: ~ ~~ C) ~ " ~~ :s C) :s ~ :c:: tc: ,q: ~ ::r: i,.. ~c ..... i...; Llj c:o (!) ~ ::e ...... ~ ~~ ~ C) ct e: ...... Cl) ~ ... u ~ GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CUSHMAN, PE PROJECT ENGINEER JEFFREY L COX. ASLA PROJECT LANDSCAPE ARCll!TECT FIRST SUEMIITAL DATE: 8/20/07 • SCALE: HORIZ.: 1"=40' VERT.: 1"=4' EXPIRES, 11/15/0' STAMP NOT VALID UNLESS SIGNED AND DATED :ii: E (!J ~ ~ ~ >,: ... § 0 0 (!J ~ ~ JOE NO. 01-047 SHEET NO. 15or22