Loading...
HomeMy WebLinkAboutR-387505w w a z z w U w z a Q a __J I-_ w Cn � h *CONTRACTOR TO COORDINATE O + W LOCATION OF HIGH VISIBILITY ,�x FENCE AND SILT FENCE WITH !� PRIVATE DEVELOPER. �P Q 4 � Ale �� 14 X�4 Y 2 NW 1/ SEC 9, T 23 N, R 5 E, W.M. All o y— SIDEWALK REMOVAL N HATCH DELETED - \ 20 22 20 30 R/W 22 - m SUNSET LANE NE ss , \ 15 20 / -A/ 14 \ + 5 2 15 6 \ \ T + \OP SA, X OO 3 2 15 LEGEND ID INLET INLET PROTECTION HIGH VISIBILTY FENCE (HVF) SILT FENCE ---------------------- SAWCUT PIPE REMOVAL REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER CLEARING AND GRUBBING REMOVALS BY OTHERS PLANING BITUMINOUS PAVEMENT (2„) CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 1 REPLACE ROCKERY IN KIND �g 2 REMOVAL OF \ AND OBSTRUCTION) 1 I I � I ISP6 \ SP4 o \ SP3 20 25 SP7 / ° \ / SP1 \2_ \SS 20 > \ss\ KEY MAP SP5 I O PRO .-- INSTALL STORM - PROTECTION D OT STD PLAN 1-40.20-00. NSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN REMOVE EXISTING CURB AND GUTTER (OR CURB). .-•••1•-♦ 111 •j1 REMOVE -. 1 �,,1•,1.•.��j ♦I �j•1111,:1•1.•1•1,.•j1,:•,11.,-:1`11,.1Ij1••1j,1•••j,1•'1.�••�j��1••1 �♦ ♦11j � j♦11111111 j111` I t�ijij��,j��.�•ijw:1iO��:1iji:.jjij�:In0��:1•i,�i:1::•:'� j1�i'p�•,, p REMOVE EXISTING SIGN AND POST. �I;�j,N1;.jsj,.;.j•�I;.j;;,,aj,!;�jjjsjfj:..;�.•�.,p;-.,j.;..;:,,;.j j.•j.;.,.,, � p REMOVE.��,..'. DIj.:O�,..o•�.j,:•cr��'j11:.��::•A'..-.j�r..1..�.:.a•- jir- j.•jojoi,:•,••;0,� ' . I��.�Ij.•_•.1,.��,.��•�Y�,,.,.j1•��j.•-.•j♦,..1,...�1���. ��♦®..Ijjj.•,.�• .I�.�.,.��.�.jj.•j.•���• p PROVISIONS. 2-01 OF THE SPECIAL , o:,.,IIj1,11j1,.,.,.,.Ij.,,.�j,.,.,:,;:.;.j;:1;.j;,;.,.I;.,:.;:.;.j1:.•.j.1;Vj,�.•,�.,•.,,, •'a1 j••,Ij,.1,Ij j•I,Ij,'1 j••,Ij,��'��j•I,Ij,'1,'•,'• j••,1'''I,Ij,'I,Ij,'• j••,'•,jj,�j,�j,Ij1'I,Ij,'•1' I I IV I, I ,III PROTECT , O,9w��i��� j j!1�:i1�1•ii11•11•j111'�i1j,1•j1111•1•11111•j•1•j111•!•11•j1•Ij1•11.111�111•jj1•••Ih•jj1•j•Ij1•:•Ijj•IIj•111�111•j�10 I •1•1�11111�111�1.1.1.111.11111.1.1.1.1.11111 111 1 1 4 1'♦1 1 1 1 1 1 1 1 III PR. - I 1 jj:�� j1•:• j:.1:.11 j1::j1�•:j•:j•:j111,���1:�j1 j1:�.: j•: j1:•�1�1::••1.1:•1:•1:•1.1:••Ij•Ij•:•1:•1:•11.1:••:•I:�i�1 ` 1 ♦ 1 ♦ 1111111111,I 1 1 1 1 1 1 1 1 1 1 ♦� 1 ♦ 1 ♦ 1 1 1 1 1 1 ♦ 1 1 1 1♦ 1 1 1 1 1 1 1 1 1 • ri 1 1 1 1 1 1 1 1 1 1 1 1111•0.1•111111111.111•♦11111111111.•111♦ 11♦111♦ II ••1�•.j�j,:•1.:1�,.::1•.:1•,Ij♦,..j:11.:•j•�4•.Y:1•.�1•..:,:•1•,jj•��11•�1:::11::,14:,14.:•.jjl,�jj1�:,1�j�:j,1::,j1�1,j1•r1i��i1_I�.1��11�„► I PROTECT AND MAINTAIN EXISTING LUMINAIRE. ♦ ♦ �1,��.•,j,��•,•j.1,��1,��.j1.�Ij1•�.j�:���.������1������.•j♦I��������j�•.�I���j�1•.j1•���j1•���•�j.•���j�•1�♦��Q�1��•jIj♦•���•�•��•', I •, I l� ® PROTECT HYDRANT. 1•�IIO�Ia1�11�1•Ij•�1•�II�Ijjl�Ijj1�11aj•V:IIV:1 L�IjjOjIV:11�11�Ijjjj1�10jIV:o�j1�11�11�Ijjjjl�Ijjjjl�jl♦ PROTECT . . INAGE STRUCTURE. .:•Oj.;•:•.;•j1•Oj.;•Oj.;•.•j.;•j1•.•,.� �•.;•0 .•j0•:••:••:••:••:••:•j.••:••i ••:••:••:••IjjOj.••:••Ij•:••i REMOVE EXISTING DRAINAGE PIPE. •e.•:;•'o°••:•°.•°.•°•'':j;•1'o;1•'0°••:1•'0°••:•°.•;�:j;•1'o;1•�::�° j:•°.j:•1'o�';:;1•'0°••'0°•°.•;:•;G�•o;�j°•'o;?°�j'o;::;'::j;•°.j;•1'o;••'o;••:;:'o•�'s:�:;. j•1••j ® REMOVE DRAINAGE 1•••�•1.11•♦1•.1••1•g1••1••j 1j♦1.11•.1•.1••1••1.11••1.11•♦111•♦1 ',•1,^1.11•.1.11•♦1'•1••1••1.11.11•♦1•.1••1••1•.jj1 �14'1�•:•1:•j1•j1•11�•11•11•:•1:•1:•11•11•11•111•K�41 1 h•11•IIjj1••Ij•IIA:•1:•�I�jjgjl�•Ij•Ijj•1�1:•�j11:•�I�IIjjj11:�•:Ij1.1�1�,11�1 ♦ REMOVE HYDRANT `\ 0��'�,Ij,.1 j j,.1�!�,p,.1,.1,�1,.1,�1 j j,�1,1 j,+'; �I,�I,�I��Ijj,Ij 1�',Ij,�1,p, j, j, j, j, ji11i1i,1i,1i,1i,1i,1i,!,,Ii,1i,1•W �\.,11��:!i11•i!i11•i�11i11i1!i11•i1i111i1i111i1•i!Ii�!i•!i•1�i:i•Ii•I:�j�1i1i•Ii•�ii�li:ijl:jli•Ij••:®•11•DIj::•:Ij::•�:�1:•.1•�:•., GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER. oDESp \ � F o \ 49442 2 RSsisrER�'° �<`' 1 �STNNAL ENG 2112119 No. REVISION R/W 5. SEE ILLUMINATION PLANS FOR ALL LUMINAIRES AND PROTECTION OF EXISTING FACILITIES. 6. SAWCUT LINES FOR UNDER GROUND UTILITIES ARE NOT SHOWN. 7. REMOVE EXISTING IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAP EXISTING IRRIGATION LINES AT RIGHT-OF-WAY LINE. 8. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. 9. EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES. REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTHER BID ITEMS. EXISTING DRAINAGE, WATER, AND SANITARY SEWER PIPES LESS THAN 8-INCHES IN DIAMETER SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ­= 1 "=20 a°M NEOK. BUSBY 31D 7 5 18 DID J. BEAN DATUM A WH TID 1/3/1 7 DID HE_ "mD. DEKOEKKOEK BY DATE APPR PA P DE aoLDr� �maax=r RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. SHOPS. 17 REMOVE EXISTING SEWER PIPE. 18 REMOVE EXISTING SEWER MANHOLE. 19 REMOVE EXISTING WATER MAIN. 20 PLUG AND ABANDON EXISTING PIPE. 21 INSTALL SILT FENCE PER WSDOT STD PLAN 1-30.15-02. ABANDON EXISTING UTILITY STRUCTURE PER CITY OF RENTON 22 STD PLAN 400.5. 23 REMOVE EXISTING ROCKERY. REMOVE AND REINSTALL EXISTING LUMINAIRE POLE PER 24 ILLUMINATION PLANS. USE EXISTING STORMWATER SYSTEM OR CONSTRUCT PROPOSED 25 CONNECTION TO SUNSET BOULEVARD SYSTEM PER DRAINAGE PLANS FOR DISCHARGE OF STORMWATER RUNOFF DURING CONSTRUCTION. 26 PROTECT EXISTING GAS MAIN 27 INSTALL TEMP POLE (BY COMCAST/CLINK) SCALE Q 28 20 0 20 40 29 REMOVE EXISTING MAILBOX CLUSTER FEET 30 REMOVE EXISTING LUMINAIRE CITY OF RENTON �.E 4/2016 CITY OF CI TYOF RENTON SUNSET LANE NE IMPROVEMENTS Planning/Building/Public Works Dept. E� 5 " 5 �9, SITE PREPARATION PLAN