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STA 107+33 25.0 RT TO EX CUR JOIT ............::..................................... I �® ... •. ♦...00 ... .................. . ••♦oee.... .o.....• ............ e•o♦♦o•♦♦.•♦♦.•♦e •.e •ees• •oe. e• •• • ............... ,♦••. eeo♦♦••e e• •• 0000seees •eee •• • P •••♦oe♦♦ee♦eoe.eo •o♦ee.ee♦♦ee • • • ose♦.e , o 0 LLI . •♦•ee.•oee♦•ee .... ••..: .... .e .e000......... L tlI � � ................ .vY sTi'aT . m..,. •..w. ..... w... — — Q> ................ ............... ........ ... .... ............. P.. z ............... ::::.:... • • ' �i :�-:�• :::}$s ::�k�� .....:::.... .. STA 107+25 25.0' RTI ...... ......... .... . ••e eee•.• eee•♦. •♦♦ee♦•ee•eeee••e.•ee•e•• •• •♦•• • e • • • •.lee • l W - ...........:: ' .... ...LT ................ • . • ................ ........... 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LT ... ........ ... .. ♦yam ........................:...... - w• ee .•• • • • .o e.♦ oos •• .e000• • oe •• ♦ : `.�•� s • ....... •♦♦♦♦♦♦♦• LU S A 6+69 43.5' LT -STA 7 1, 43:5' LT - '• •• •• • e D D =D— Pi D 7.5' — — - U .................. ITY EASEME w 11 1 — — LV ..e.............. TO EX CURB JOINT — W .... .... 88• 03' 06" 7+00 .......... ST +889 23.3 ) 7.7 8+0 EDGE OF, CONC - 0 9 _ 0 S88' 0406-E .... ... 1 10 PROTECT EXISTING TREE TO REMAIN. SEE SHEEP LS4. 11 REMOVE DRAINAGE STRUCTURE 12 REMOVE DECOMISSIONED PUBLIC UTILITIES METER CABINET, JUNCTION BOX AND WIRING. ABANDON CONDUIT. 13 REMOVE BOLLARD 14 REMOVE IRRIGATION CONTROL BOX 15 TEMPORARY SECURITY FENCE 16 TEMPORARY CONSTRUCTION FENCE L ► k I STA 26+85, 00.0' LT FOUND K.C. 3" BRASS DISK IN CONC. MONUMENT IN CASE, MONUMENT STAMP 1 /4 CORNER FOR SECTIONS 10 AND 15, T.23N., R.5E., WM., VISITED NOV. 2010 PMX #9001 REMOVE SHRUBS ONLY I 10 A// D STA 1 a+82, 2 .0' — — o �TA_1-05+50 o _ 8 12 6.0 RT 9 ................. �'— — — — — STA + 12 42. G RT o DG OF CON 0 0 0 0 0 0 w ;;;; ••••.• 2..58:0• RT 1rt L STA 8 1, 53. RT 1 C o _ IJ! w...:.:........:.............:::........::::::::... ...... ...................... EX JOINT END Q S A 10+ 1, 32.8 RT _ STA 7+04, 45.0 T ♦. r..m ..... .................. .. .................... EX7 DINT — — — z 16 .L'�`�..A;:'?.•?::' ..............'....... Via,,,:.. ...:.:::::::::........................................................ ,-- — o .. ... .... .........................'.................. fir: ...............................♦..................... .................. 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VACANT STA 7+32, 67.5' RT Cn_ STA 104+66, 21.0' LT � ': 0 TO EX JOINT STA 104+52, 21.0' LT STA 8+43, 74. ' 14T MATCH LINE STA 104+50 SEE SHEET SP3 STA 7+72, 74.0' RT � ?,LES SC, of WAS,9,. �0 I .A �3 0�11' CALL 48 HOURS 33242 ' BEFORE YOU DIG USTEg ' )NAL�1,Z� 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEI 1/3/14 BYI ECS TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com 1 RECORD DRAWINGS NO. sm 11 1 F0—- LEGEND: SAWCUT LINE SILT FENCE TEMPORARY SECURITY FENCE x x TEMPORARY CONSTRUCTION FENCE REMOVE STORM SEWER PIPE 0 0 0 0 0 o ABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDF 13 STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-OC REMOVE CEMENT CONIC CURB/CURB AND GUTTER • • • • • • • • • • • • • LICENSE TO CONSTRUCT EASEMENT - - - - - - - - - PERMANENT EASEMENT - - TEMPORARY CONSTRUCTION EASEMENT REMOVE CEMENT CONCRETE SIDEWALK / PAVEMENT CLEARING AND GRUBBING .. ♦ . e ................... e """"""°°°""""" ee..oe oo•e •ooe•e•e••se •e• REMOVE ASPHALT ee"e........•....•...... ......................... ......................... ............. ... CONCRETE PAVEMENT GENERAL NOTES: 1. SEE CHANNELIZATION & SIGNAGE PLANS FOR SIGN REMOVAL/RELOCATION AND PAVEMENT MARKING REMOVALS. 2. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES 3. SEE ILLUMINATION PLAN FOR ILLUMINATION EQUIPMENT REMOVAL AND RELOCATION 4. SILT FENCE AND TEMPORARY CONSTRUCTION FENCE SHALL BE 0.5' INSIDE THE LIMITS OF R/W OR TEMPORARY CONSTRUCTION EASEMENT/LICENSE TO CONSTRUCT EXCEPT AS SHOWN ON THE PLAN. 5. CLEARING AND GRUBBING TO LIMITS OF R/W OR SILT FENCE/TEMPORARY CONSTRUCTION FENCE EXCEPT AS SHOWN ON PLAN. CONTRACTOR SHALL NEATLY CUT AND CAP h;EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. STA 9+080 58.0' RT ................ • ee �eeoo eooe •.e �e••♦ooc eooe oe e000. •o ..................................... STA 10+59, 55.2' T .eoee•♦♦•es oeeo •e •e se eeeeeo eooe eoeeee .......................... STA 10+61, 80.0' RT Go I STA 8+41, 73.0' RT 16 o- 7' CHAIN a __i,,�' I� STA 10+71, 87.0' RT US POST OFFICE 1-3' STA 9+22, 80.8' RT STA 10+08, 79.4' RT STA 9+25, 87.0' RT STA 10+17, 78.7' RT STA 10+36, 78.5' RT PLAN THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN SCALE IN FEET N ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT 0 2O 4O APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: VERTICAL- NAVD 19M NE 3rd / 4th CORRIDOR IMPROVEMENTS D: DESIGNEAS SHOWN HORIZONTAL: NAD 1983/199t CITY OF 8 8 12 C. SCHOTT PHASE 1 INTERSECTION IMPROVEMENTS AEW130OK: DRAWN: RENTON J. BETZVOG ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING No: ECS 11/3/141 CHECKED: AT FULL SCALE Approved For Construction RIGHT-OF-WAY, ALIGNMENT AND SP2 IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SITE PREPARATION - SHEET 2 SHEET: OF: Robert M. Hanson P.E. Date 07 43 mommmmmm