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Home My WebLink AboutzS-3434SetL,J Q z. I- L,J O x z J t% x A 10 t M-111111 T Alk i IJA >•i T!!�Lll � � 1. �' � � � �' � >• ■r �� i LEGAL DESCRIPTION: COMMENCING 200 FEET EAST AND 778 FEET SOUTH OF THE NORTHWEST CORNER OF GOVERNMENT LOT 7; THENCE EASTERLY 280 FEET; THENCE NORTHERLY 75.00 FEET; THENCE WESTERLY 280 FEET; THENCE SOUTHERLY 75 FEET TO THE POINT OF BEGINNING; LESS COUNTY ROAD ALL IN SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. IN KING COUNTY, WASHINGTON. BASIS I : THE BASIS OF BEARING FOR THIS SURVEY IS THE WEST LINE OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. NORTH 0 °44'34" EAST BETWEEN THE MONUMENT FOUND AT THE NORTHWEST CORNER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. BEING A CONCRETE MONUMENT WITH 2.5" BRASS CAP STAMPED WITH "+" AND THE MONUMENT FOUND AT THE WEST ONE QUARTER CORNER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. BEING A 1" IRON PIPE IN CASE. VERTICAL DATUM USED FOR THIS PROJECT IS NAVD 1988 ELEVATION 261.21 U.S. FEET ON THE MONUMENT AT THE INTERSECTION OF SOUTH 18TH STREET AND EAGLE RIDGE DRIVE. BEING A BRASS PIN IN A CONCRETE MONUMENT IN CASE .8' BELOW SURFACE. CITY OF RENTON CONTROL POINT NUMBER 1063. SURVEY SURVEY CONDUCTED USING A 5- SECOND GEODIMETER 600 TOTAL STATION. SURVEY ACCURACY MEETS OR EXCEEDS THE REQUIREMENTS OF WAC 332- 130 -090. SURVEYING 1 I : MIRK ENGINEERING, PLLC 1954 UNION AVE NE RENTON, WA 98059 PH: 206 -799 -1379 . i S. If WAS F x ro 36034 �sIONAL �� EXPIRES 5/27108 STAMP IS NOT VALID UNLESS SIGNED AND 'DATED ZI ATLI NO. I REVISION LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. T, SURVEYED: SCALE: MIRK ENGINEERING 1 „ — 20, DESIGNED! RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: AT FULL SCALE Mazen Haidar IF NOT ONE INCH BY DATE 1 APPR 11 APPROVED: SCALE ACCORDINGLY In HORVERTTICA NAD /983/1991 CITY O F RENTON DATU M Planning /Building /Public Works Dept. VICINITY MAP NTS CHECKED FOR COMPLIANCE G CITY STANDeRDS DATE: DATE: CD 5 .34.3 01 (mil(— 02 -05 -08 FIELDBOOK: PAGE: DRAWING NO: 1 - 4 N�NJN,�NJA�4] LEGEND: 6 DECIDUOUS TREE CONIFEROUS TREE (70--) POWER POLE E-- GUY ANCHOR ® MAIL BOX ® WATER VALVE BP BURIED POWER CHECKED FOR COMPLIANCE G CITY STANDeRDS DATE: DATE: CD 5 .34.3 01 (mil(— 02 -05 -08 FIELDBOOK: PAGE: DRAWING NO: 1 - 4 N�NJN,�NJA�4] W Z w J Ii i X 0 I� I EX. 24" OUTFALL IE = 91.52 EXIST SSMH RIM = 100.30 IE = 90.41 (0) 30.00 Im � 00' �G \D 0 20 20 X Q Q O �G i 1 „ = 20' FOUND REBAR & / N 89 °35'37" E CAP LS #5524 13.49' (D) ACCEPTED 13.14' (C) VISITED: 9 -15 -06 \FOUND REBAR & ! I CAP LS #5524 ACCEPTED \VISITED:9 -15 -06 lip--_. N 64435'3 " E \ / 266.1 164 tK I / 111t� °�o Av i I -164 yy I I I HOUSE \. 162— 12' WSDOT rr> , \ ` \ TEMP. CONST. —f�— O .• ` °° I ( I I a°alw� EASEMENT \�' — \ Iz \ X126` ! ' a `1 \ \ \ II / PAVED ' I \ \ \ \ \\ WALKWAY GARAGE N 89 °3537" E _ 19.86 (D) p 19,61'(C) 200.00' (D) I' EX. CB -I ( \ \�140�_ \ \ --- \ 1Sp\ 1S \ � - p RIM = 127.44 \ �_-- sP -_ -J ti IE - 125,62 (5) � NM3 E eP------ aQ- 87.89'- PAVED NW TEMP. \ I PAVED I ' p \ BENCHMARK \ \ w-- � p \ -- N15I EL 2.33 I\ \ \ �' �,\1 0 NWTEMP. J- - — `�\ ro� \jam w w BENCHMARK .� p w--� —w w www -\- -w o ° , I HUB & TK \ ° �— / F' \\ R . p p _\- _ N 89° '37" E— r w *EL =128.63 I RIM =6128.61 \ 81(85' ' o I E = 124.87 (N) r \ PAVED IE = 124.73 (S} \ \ I a RIM = 129.30 IE =124.70 (N) I E = 126.21 (S) IE = 924.05 OM ` ELECTRIC VAULT \ HIGH PRESSURE 20" OIL PIPELINE NORTH GRAPHIC SCALE ANAL � EXPIRES 5/27/08 STAMP IS NOT VALID UNLESS SIGNED AND DATED SURVEYED; SCALE: VERTICAL: NAV 1988 MRK ENGINEERING 1 „ - 20, HORIZON AU HAD /983 /1991 DESIGNED: RAFIQUE DRAWN: RAFIQUE ONE INCH _ DATU M CHECKED: AT FULL SCALE Mazen Haidar IF NOT ONE INCH NO. REVISION BY DATE7 APPR APPROVED: SCALE ACCORDINGLY RECOMMENDED FOR APPROVAL i i CITY 0 E RENTON Planning /Building /Public Works Dept. PARCEL NUMBER: PARCEL NUMBERS: 202305 -9031 VERTICAL DATUM: VERTICAL DATUM USED FOR THIS PROJECT IS NAVD 1988 ELEVATION 261.21 U.S. FEET ON THE MONUMENT AT THE INTERSECTION OF SOUTH 18TH STREET AND EAGLE RIDGE DRIVE. BEING A BRASS PIN IN A CONCRETE MONUMENT IN CASE .8' BELOW SURFACE. CITY OF RENTON CONTROL POINT NUMBER 1063. �lx•Zq�uL•g 1240 BENSON ROAD S. RENTON, WA 98055 yo OR BP .EGEND: DECIDUOUS TREE CONIFEROUS TREE POWER POLE GUY ANCHOR MAIL BOX WATER METER WATER VALVE SLAB ON GRADE EXISTING CATCH BASIN EXISTING RIGHT OF WAY (R.O.W.) BURIED POWER LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRAC'TOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CFTY FILE O: 02 -05 -08 FIELOBOOK: PAGE: DRAWING N0: " " " „ °` IAHNINININAA w Q Z CJ L0 O CL i Z a K i.. i / X22 30.00 I o �O PROPOSED WSDQT SSMH #2 60" O DROP MANHOLE STA: 12 +56 RIM = 147.00 IE= 141.50(1) IE = 122.00 (0) SAFETY CLIMB OR APPROVED EQUAL RETAINING SYSTEM SHALL BE PROVIDED FOR THE MANHOLE �D �O RETAINING WALL i\ O 1#59.30 FOUND REBAR & RIM / \ I ' N 89 035'37" E IE - 153.50 CAP LS ED ' 13.49' (D) CLEARING LIMITS ACCEPTED I 13.14' {C) VISITED: 9 -15-06 FOUND REBAR & SSMH #1 ' J 53 LF 6 °' PVC SS ` I \ \ CAP LS #5524 I 0 I48" O MANHOLE S = 11.75°k / \ \ \' ACCEPTED I c� 1 \ \ �cD �ry \r %? VISITED: 9-15-06 STA :12 +03 \ 2 RIM =123.76 l / / 1 h� 4o3 f \ -168,0 IE - 115.77 (1) N 5'3 "E \ I E =115.60 (0) =SHED t T 60 L 1 F ^• 6" V 1 PC S S 20.0% - -- - -- - - 1 N W I I 34.50 p ` d. : a � • _: k : `.; `��:, � \ I I 30LF12 "DIA :: 184 STEEL CASING HOUSE \- 162----. CLEARING LIMITS Icawc�s+ Fp ' �� i yl O N I CD QIP II I 12' WSDOT \ ' ' TEMP. CONST. ' 26, EASEMENT \ \ -156 WALKWAY GARAGE I \ 66 \ I \ N t3A°35'37" F I I � , I ®® ®.® ®® 2 0.03' ®/® \ FILTER FABRIC c' i FENCE CLEARING LIMITS CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF THE 24" STORM DRAINGE MAIN. MINIMUM \ $ 70 SEPARATION BETWEEN SEWER AND STORM MAIN SHALL BE 1.0 FOOT. EX. 24" OUTFALL \ IE = 91.52 -� 89 5'37" E 19.61'(C) ^O - - - -ap - -- - \ \ 1 \ I II' EX. CB -1 \ \ \140\ RIM = 127.44 ' I IE = 125.62 (S) N 8935'37" E_ 'EAL END CAP /��_ -- c� - -aP -� - - -- PAVED NW TEMP. I (TYP.) BOTH ENDS I ( rya PAVED ? 0, � � BENCHMARK OF THE CASING w w w w w�w w w- _j _� -BENCHMARK PK NAIL W 1 w EL = 1.52.33 I / NW TEMP. I -L =-\ \ / BENCHMARK �/ \ `�4� 05 w w \_-w HUB & TK ��\ R °5 p N 89 37 E \ Coll r I ° £EL = 128.63 RIM CB 28.61 0 81 85 IE =124.87 (N) rl- I 1 I IE =124.73 (S) ® PAVED \ \/ II I i1 EX. CB -I I I \ RIM = 129.30 / O I IE = 124.70 (N) t I I \ ( IE = 124.05 (W) ` I m I i I 1 1 ELECTRIC VAULT HIGH PRESSURE 2U' OIL PIPELINE r w w 11954 Union Ave NE, Renton, WA 98059 Phum (206) 799-1379 faxm. S. AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 1 REVISION PER CITY OF RENTON COMMENTS RAF 02.06 -08 SURVEYED: SCALE: ce MRK ENGINEERING VERTICAL: NAVD 1988 191 _ 209 HORIZONTAL: NAD 1953/1991 1 4 Cl T Y OF a).�+ 36034 9 �Q, DESIGNED: RAFIQUE RENTON 0 (� �p�CISTV, CSC DRAWN: s'ONAL RAFIQUE LONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. EXPIRES 5/27!08 Mazen Haldar IF NOT ONE INCH ! STAMP IS NOT VALID NQ, REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY UNLESS SIGNED AND DATED GENERAL UTILITY NOTES 1. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES WITH THE PERTINENT UTILITY COMPANIES TO ENSURE WATER METERS, TELEPHONE VAULTS, ETC. ARE BROUGHT TO GRADE PRIOR TO CONSTRUCTION OF CURB AND SIDEWALK. 2. THE CONTRACTOR;WILL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WILL NEED FIELD VERIFICATION FOR EXACT ALIGNMENT AND DEPTH. THERE MAY BE EXISTING UTILITIES NOT SHOWN ON THE PLANS. CONTRACTOR SHALL CONTACT ONE CALL LOCATING CENTER, 1- 800. 4245555. PRIOR TO CONSTRUCTION. 3. ALL EXCAVATION METHODS AND SHORING TECHNIQUES SHALL BE IN ACCORDANCE TO WAC 296 TRENCH EXCAVATION SAFETY SYSTEMS. 4. ANY DEVIATIONS REGARDING THE WATER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO THE CITY OF RENTON UTILITY DIVISION ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION IN THE FIELD, 5. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATION AND DETAILS OF THE CITY OF RENTON. WADER AND SEWER SPECIFICATIONS AND DETAILS SHALL BE THE SPECIFICATIONS AND DETAILS IN EFFECT ON THE DATE OF THE APPROVAL OF THESE CONSTRUCTION DRAWINGS. 6. NO WORK SHALL COMMENCE PRIOR TO A PRE - CONSTRUCTION CONFERENCE AT THE CITY OF RENTON. 7. AT ALL TIMES DURING CONSTRUCTION, THE APPROVED CONSTRUCTION DRAWINGS AND THE CITY OF RENTON STANDARD SPECIFICATION AND DESIGN DETAILS SHALL BE ON -SITE. 8. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY IF ANY UNIDENTIFIED OBJECTS AFFECTING CONSTRUCTION ARE ENCOUNTERED. L I� E - 5cp BP �w .E E D. DECIDUOUS TREE CONIFEROUS TREE POWER POLE GUY ANCHOR MAIL BOX WATER METER WATER VALVE SLAB ON GRADE EXISTING CATCH BASIN EXISTING RIGHT OF WAY (R.O.W.) BURIED POWER LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY FILE NO; NOTE: ammummt 02 -05 -08 FIELDBOOK: PAGE: SHEET: 3 OF: 4 A�-JNJN�N \ A�4. EXIST SSMH o STA: 10 +05 RIM = 100.30 IE = 90.51 (1) IE = 90.41 (0) 1 0 30.00 90.00 F-his T7Nc c 0 ® 1�0kk z r w w 11954 Union Ave NE, Renton, WA 98059 Phum (206) 799-1379 faxm. S. AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 1 REVISION PER CITY OF RENTON COMMENTS RAF 02.06 -08 SURVEYED: SCALE: ce MRK ENGINEERING VERTICAL: NAVD 1988 191 _ 209 HORIZONTAL: NAD 1953/1991 1 4 Cl T Y OF a).�+ 36034 9 �Q, DESIGNED: RAFIQUE RENTON 0 (� �p�CISTV, CSC DRAWN: s'ONAL RAFIQUE LONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. EXPIRES 5/27!08 Mazen Haldar IF NOT ONE INCH ! STAMP IS NOT VALID NQ, REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY UNLESS SIGNED AND DATED GENERAL UTILITY NOTES 1. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES WITH THE PERTINENT UTILITY COMPANIES TO ENSURE WATER METERS, TELEPHONE VAULTS, ETC. ARE BROUGHT TO GRADE PRIOR TO CONSTRUCTION OF CURB AND SIDEWALK. 2. THE CONTRACTOR;WILL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WILL NEED FIELD VERIFICATION FOR EXACT ALIGNMENT AND DEPTH. THERE MAY BE EXISTING UTILITIES NOT SHOWN ON THE PLANS. CONTRACTOR SHALL CONTACT ONE CALL LOCATING CENTER, 1- 800. 4245555. PRIOR TO CONSTRUCTION. 3. ALL EXCAVATION METHODS AND SHORING TECHNIQUES SHALL BE IN ACCORDANCE TO WAC 296 TRENCH EXCAVATION SAFETY SYSTEMS. 4. ANY DEVIATIONS REGARDING THE WATER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO THE CITY OF RENTON UTILITY DIVISION ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION IN THE FIELD, 5. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATION AND DETAILS OF THE CITY OF RENTON. WADER AND SEWER SPECIFICATIONS AND DETAILS SHALL BE THE SPECIFICATIONS AND DETAILS IN EFFECT ON THE DATE OF THE APPROVAL OF THESE CONSTRUCTION DRAWINGS. 6. NO WORK SHALL COMMENCE PRIOR TO A PRE - CONSTRUCTION CONFERENCE AT THE CITY OF RENTON. 7. AT ALL TIMES DURING CONSTRUCTION, THE APPROVED CONSTRUCTION DRAWINGS AND THE CITY OF RENTON STANDARD SPECIFICATION AND DESIGN DETAILS SHALL BE ON -SITE. 8. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY IF ANY UNIDENTIFIED OBJECTS AFFECTING CONSTRUCTION ARE ENCOUNTERED. L I� E - 5cp BP �w .E E D. DECIDUOUS TREE CONIFEROUS TREE POWER POLE GUY ANCHOR MAIL BOX WATER METER WATER VALVE SLAB ON GRADE EXISTING CATCH BASIN EXISTING RIGHT OF WAY (R.O.W.) BURIED POWER LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY FILE NO; NOTE: ammummt 02 -05 -08 FIELDBOOK: PAGE: SHEET: 3 OF: 4 A�-JNJN�N \ A�4. LLJ z I_ C) Li O CL MIRK EMMINEEERING, PLLC 1954 Unimon Ave NE, Renton, WA 9805Z;, AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. . . . . . . . . . . iyp Icft0jAqn=va.vimLaw.rwr#A mrsdraii V9HICLET"E. 4A K. =T" M SEFt"CC VuCK; OF K LENOT" 6,(FOET) AREA- SM NOTE 6 1 250 (DRY PAVEMENTASSUMED) . ......... . ......... 150 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ........ .... .... .. 150 . . . . . . . Ui CL. 0 _j C, . . . 145 . . . . . 0 145 . . . . . . . . . . . . . . . . . . . . . . .. (n . . . . . . 3: . . . . . . 140 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . 140 . . . . . . . . . . . . . . . . . . . . . . . . LL 0 . . . . . . . . . . . . . . • . . G, L F" 6" P, VC . . . . . . . . @ 20.0% . . . . . . 135 . . . . . w w 2. tu . . . . . SLOPE*TO":;SCO#1 . . . 135 . . . . . . $5 00 . . . . $000 . . . . . w . . . . . . . U. 130 . . . Q M.3 0 130 . . . . . . . . . . Z . . . . 125 . . . . . . 2 z . . . . / 1019 w 125 05 Z 7 -7-- -2 100% 0-• 0 120 . . . . . . . . . . . . . . . . w 120 1+0 . . F�- . L EX. WATER MAIN . . . . . . . . . . 0 '7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 0. C61 . . . . 115 . . . . . . . . . . . L30'LF.12!'DIA- SSMH'#2 . . . . . . . . . . . . . . . . . 60" 0 0140(l MANHOI.E . . . . . . EXIST SS MH STEEL CASING* . . . . . . . . STA: 1.2+56 . . . . 110 . . . STA: '10 +05 110 RIM = 100.30 . IE =90.51 (1). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fs S.SMH,#I, — 531F — 6'� PVC SS . . . . . . . R.1M. 14.7.00 . IE 141.50,(1). . . . . . . . . IE = 90.41 - 7 . . . . . . . . . . . . . . . o/o . . . 12-01, . . . . . . . . . 48" 0 MANHOLE 8 = 11.75% - , * . . . . . . IE 122.0&(0) . . . . . . . 105 ,(0) . . . . . . . . . . . . .90 . . . . . I I . I STA: 12+03 . . . . . . . . . . . . . . . . . . . SAFETY'CLIMB OR APPROVED ' 1 1 1051, RIK = 123J 6. . . . . . . . . . . . . . . EQUAL RETAINING SYSTEM SHALL . . . . . . . . . . . . . . . . IE =• 115.77 (1) . . . . . . . . . . . . . . . . . BE PROVIDED FOR THE MANHOLE I E = ;115.60 (9) . . . . . . . . . . . . . . . . . . 100 100 $EA4 END CAP . . . . . . . . . . (TYP) BOTH ENDS - . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 OF THE CASING' . . . . . . . . . . . * . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 95 L30 LF 48!'DIA- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STEEL CASING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 90 . . . . . . . . . . . . 85 85 a ow K co Z PO co 0 6 8 8 c1q OR m cli 4 �_ 0 0 WT< n 0 — — 00- R 2 wo w 0- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 MIRK EMMINEEERING, PLLC 1954 Unimon Ave NE, Renton, WA 9805Z;, AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. . . . . . . . . . . 1. A Phaedive . Yoh r'ded mgardollls if s Trull k-0iin w A- tIonu . a t (TMA -is. s%i8%66; a voii 'VoWemayba used + When no'TMA is, us ed, tho P 't6d fviVetfti shall tw.$VSt9glcaW locited.10 vWe1d46om , with no mv�-Amwd distance,,. . . . .. . . .. .. . . . . . Night ;work "Ldres a"tionat voe& sw#64; ftes, vfto"tand rd , Spaaigfte . WrIt" , or a" deft Exboirid'.ChavirplizitV. Dovkk toot. jimsij Adulder. o.- *darnmanded, 4.. 819.0 sequence Is.", Sam for both4k.wilaris of. travel an th excad", taper Option -shall bo 27"0 6. For ft► 40:1011$00T Sign faftetidn. Rtnugl 1415646. MAY BE ACIMTED TO ACOOMMODAIV IWTEPCf4AN(36. RAMPS, r (2 0-78.- OPMON& IFIDOSTED goADWA . . •. A To P.# . lErzo 40 MPH AR LESS . lt A i A W115MA 11,111010"Irm, 00 v=16. =M&f ADSTED 00- OR RSW ONNE Wj6j$ 1 REVISION PER CITY OF RENTON COMMENTS RAF 02-06-08 SURVEYED: SCALE: MRK ENGINEERING DESIGNED: 1 99 = 20$ RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: Iazen Haidar AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY m. mc 1 Nlffi=14:80 L A f CHECKED FOR COMPLIANCE • CITY STANDARDS DATE: DATE: DATE: iyp Icft0jAqn=va.vimLaw.rwr#A mrsdraii V9HICLET"E. 4A K. =T" M SEFt"CC VuCK; OF K LENOT" 6,(FOET) AREA- SM NOTE 6 1 250 (DRY PAVEMENTASSUMED) 1. A Phaedive . Yoh r'ded mgardollls if s Trull k-0iin w A- tIonu . a t (TMA -is. s%i8%66; a voii 'VoWemayba used + When no'TMA is, us ed, tho P 't6d fviVetfti shall tw.$VSt9glcaW locited.10 vWe1d46om , with no mv�-Amwd distance,,. . . . .. . . .. .. . . . . . Night ;work "Ldres a"tionat voe& sw#64; ftes, vfto"tand rd , Spaaigfte . WrIt" , or a" deft Exboirid'.ChavirplizitV. Dovkk toot. jimsij Adulder. o.- *darnmanded, 4.. 819.0 sequence Is.", Sam for both4k.wilaris of. travel an th excad", taper Option -shall bo 27"0 6. For ft► 40:1011$00T Sign faftetidn. Rtnugl 1415646. MAY BE ACIMTED TO ACOOMMODAIV IWTEPCf4AN(36. RAMPS, r (2 0-78.- OPMON& IFIDOSTED goADWA . . •. A To P.# . lErzo 40 MPH AR LESS . lt A i A W115MA 11,111010"Irm, 00 v=16. =M&f ADSTED 00- OR RSW ONNE Wj6j$ 1 REVISION PER CITY OF RENTON COMMENTS RAF 02-06-08 SURVEYED: SCALE: MRK ENGINEERING DESIGNED: 1 99 = 20$ RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: Iazen Haidar AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY m. mc 1 Nlffi=14:80 L A f CHECKED FOR COMPLIANCE • CITY STANDARDS DATE: DATE: DATE: iyp Icft0jAqn=va.vimLaw.rwr#A mrsdraii V9HICLET"E. 0APIRO WEIGHT K. SEFt"CC VuCK; (MAXIML" MIGHT SMLIL HE LENOT" 6,(FOET) 1,156 110 1 250 (DRY PAVEMENTASSUMED) 1. A Phaedive . Yoh r'ded mgardollls if s Trull k-0iin w A- tIonu . a t (TMA -is. s%i8%66; a voii 'VoWemayba used + When no'TMA is, us ed, tho P 't6d fviVetfti shall tw.$VSt9glcaW locited.10 vWe1d46om , with no mv�-Amwd distance,,. . . . .. . . .. .. . . . . . Night ;work "Ldres a"tionat voe& sw#64; ftes, vfto"tand rd , Spaaigfte . WrIt" , or a" deft Exboirid'.ChavirplizitV. Dovkk toot. jimsij Adulder. o.- *darnmanded, 4.. 819.0 sequence Is.", Sam for both4k.wilaris of. travel an th excad", taper Option -shall bo 27"0 6. For ft► 40:1011$00T Sign faftetidn. Rtnugl 1415646. MAY BE ACIMTED TO ACOOMMODAIV IWTEPCf4AN(36. RAMPS, r (2 0-78.- OPMON& IFIDOSTED goADWA . . •. A To P.# . lErzo 40 MPH AR LESS . lt A i A W115MA 11,111010"Irm, 00 v=16. =M&f ADSTED 00- OR RSW ONNE Wj6j$ 1 REVISION PER CITY OF RENTON COMMENTS RAF 02-06-08 SURVEYED: SCALE: MRK ENGINEERING DESIGNED: 1 99 = 20$ RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: Iazen Haidar AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY m. mc 1 Nlffi=14:80 L A f CHECKED FOR COMPLIANCE • CITY STANDARDS DATE: DATE: DATE: iyp Icft0jAqn=va.vimLaw.rwr#A mrsdraii V9HICLET"E. 0APIRO WEIGHT K. SEFt"CC VuCK; (MAXIML" MIGHT SMLIL HE FLAT'BM ETC. 7" *A Uij. r4 tl FAMUMER OA tlo L 0= fWLLA . NEAD ST00151 N-O OWANCE.- W.F.KiEf MN. , (DRY PAVEMENTASSUMED) 1. A Phaedive . Yoh r'ded mgardollls if s Trull k-0iin w A- tIonu . a t (TMA -is. s%i8%66; a voii 'VoWemayba used + When no'TMA is, us ed, tho P 't6d fviVetfti shall tw.$VSt9glcaW locited.10 vWe1d46om , with no mv�-Amwd distance,,. . . . .. . . .. .. . . . . . Night ;work "Ldres a"tionat voe& sw#64; ftes, vfto"tand rd , Spaaigfte . WrIt" , or a" deft Exboirid'.ChavirplizitV. Dovkk toot. jimsij Adulder. o.- *darnmanded, 4.. 819.0 sequence Is.", Sam for both4k.wilaris of. travel an th excad", taper Option -shall bo 27"0 6. For ft► 40:1011$00T Sign faftetidn. Rtnugl 1415646. MAY BE ACIMTED TO ACOOMMODAIV IWTEPCf4AN(36. RAMPS, r (2 0-78.- OPMON& IFIDOSTED goADWA . . •. A To P.# . lErzo 40 MPH AR LESS . lt A i A W115MA 11,111010"Irm, 00 v=16. =M&f ADSTED 00- OR RSW ONNE Wj6j$ 1 REVISION PER CITY OF RENTON COMMENTS RAF 02-06-08 SURVEYED: SCALE: MRK ENGINEERING DESIGNED: 1 99 = 20$ RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: Iazen Haidar AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY m. mc 1 Nlffi=14:80 L A f CHECKED FOR COMPLIANCE • CITY STANDARDS DATE: DATE: DATE: