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SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS Otak <br /> POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION //„ <br /> 11 343572.68 1292647.54 439.77 BEGIN Kt 343656.46 1292518.90 439.27 BEGIN Lt 343719.11 1292515.43 437.91 PC Mt 343756.59 1292425.58 438.45 BEGIN <br /> 12 343585.26 1292655.19 439.52 PC K2 343667.98 1292528.26 438.87 PC L2 343717.47 1292521.61 437.89 PT M2 343762.31 1292439.56 438.00 PC Otak Architects,Inc. <br /> 808 SW Third Avenue,Suite 300 <br /> 13 343588.90 1292649.21 439.49 PT K3 343672.88 1292527.77 438.77 PT L3 343717.74 1292522.25 437.88 PC M3 343768.83 1292442.30 437.82 PT CONSTRUCTION NOTES Portland,OR 97204 <br /> main 503.287.6825 <br /> 14 343576.31 1292641.56 439.76 END K4 343673.37 1292527.18 438.76 PC L4 343721.19 1292524.09 437.78 PT M4 343785.03 1292435.67 437.55 AP www.olak.com <br /> -�� i) HMA PAVEMENT RESTORATION PER DETAILS ON SHEET <br /> KS 343672.93 1292522.27 438.79 PT L5 343736.00 1292518.03 437.52 AP M5 343775.73 1292412.96 438.15 END _ C7.01. <br /> K6 343661.56 1292512.71 439.08 END L6 34379357 1292658.72 435.89 AP � -� O CONSTRUCT CEMENT CONC.PAVEMENT RESTORATIOND <br /> SITE LAYOUT POINTS /" !r-�__ .. <br /> �� PER DETAILS ON SHEET C7.01. 4 4 01 0 <br /> POINT NORTHING EASTING ELEVATION DESCRIPTION L7 343e00.05 1292656.90 435.80 AP ;i M7 �� 1 , R4. 4";to <br /> L8 343739.82 1292508.90 437.53 AP O CONSTRUCT CEMENT CONC.SIDEWALK PER DETAILS ]I i <br /> J1 343667.10 1292578.85 438.49 PC - i�� . ON SHEET C7.01. +7 <br /> L9 343754.63 1292502.84 437.28 PC r 29303 <br /> J2 343666 66 1292582 27 438.48 PT / j�� 4) CONSTRUCT CEMENT CONC.EXTRUDED CURB PER t�Q+s*•it 4.t. <br /> 22 <br /> L10 343755.81 1292499.1 1 437.30 PT DETAILS ON SHEET C7.01. ICNAL ' <br /> J3 343666.77 1292582.53 438.48 PC -- - M2 <br /> Lt 1 343755.77 1292499.01 437.31 PC Q 5 CONSTRUCT CEMENT CONC.CURB PER CITY OF <br /> J4 343670.03 1292583.89 438.42 PT - - ��i' - O <br /> L12 343739.75 1292496.08 437.69 PT �i L=7 c' M3 M4 EVERETT STANDARD DETAIL 309(TYPE E-1). STAMP <br /> J5 343691.31 1292575.18 438.07 AP ,,_ R-5.p <br /> - ---�- O CONSTRUCT CEMENT CONC.RAMP PER GRADING DETAIL <br /> %� A=90.0' 11 ON SHEET C3.03-C3.04. <br /> J6 343687.91 1292566.85 438.18 AP / L=19.4' 0 7 INSTALL DETECTABLE WARNING SURFACE,PER WSDOT <br /> J7 343702.71 1292560.79 437.91 PC �� STD PLAN Fd5.10-03. <br /> 0 R=10.0' 11 O <br /> /K6 e=T70.9- <br /> J8 343704.08 1292557.53 437.90 PT / i <br /> %� %K1 li 8 INSTALL REMOVABLE BOLLARD PER DETAIL ON SHEET <br /> / /,�; <br /> J9 343703.34 1292555.71 437.92 PC / % /. C7.01. <br /> J10 343686.08 1292553.51 438.33 PT % ///� K5 L=56' L12 <br /> / j� ij- R=J15 'T 9O CONSTRUCT MONOLITHIC CEMENT CONCRETE CURB <br /> //_;i K2�- AND SIDEWALK PER CITY OF EVERETT STANDARD <br /> 8445° R4.O' <br /> Z�7-,- K3 K4 4 p=69.1° L1 L11L10II <br /> O DETAIL 312. CONSULTANT <br /> ' /� L=5.5 L=21 1' L8 L9 - � 10 INSTALL CONCRETE FILLED STEEL PIPE BOLLARD PER CO <br /> /i/ R=3.5 R=10.0' L=3.9' DETAIL ON SHEET C7.01. V <br /> A49.5° L4 L5 R=2.5 <br /> " p=120.9° L=3.9' p=90.0• 11 CONSTRUCT CONCRETE CONTROL JOINT PER DETAIL ON <br /> j R=2 5 SHEET C7.01. <br /> // 0 ,/', J10 A=90.0° W <br /> • �� M <br /> /' / 12 CONSTRUCT CEMENT CONCRETE STAIRWAY PER DETAIL <br /> / <br /> ON SHEET C3.03 AND C7.01. <br /> z L=3.5 <br /> i -- P-'+5:. _ - -_-_--- J8 - 13 PLANE EXIST.ASPHALT PAVEMENT TO 2°DEPTH.HMA W` <br /> 1---------- --- JB / <br /> p=59.1° OVERLAY TO THE FINISHED GRADE PER GRADING DETAIL <br /> i j J1 =J6 J7 �L=3.9' <br /> / i J2 R=2.5 ON SHEET C3.03 AND C3.04.11 O <br /> J3 A=90.8° <br /> i __ J4 11 II J5 II 0 Ce <br /> L=3 <br /> ' 1.48.8' .9' <br /> {� <br /> , ' R=8.5' <br /> R=25 <br /> i ; <br /> , 11 (TYP.) H1 I H4 v <br /> / // 13 - ---- D7 R=3.5 <br /> /� �� L 7.0 D3 D4 L�.9' H3 Q <br /> // / i R=T.5' / R-2.5' A=90.0° <br /> /% .=53.6 A-30.0 <br /> j j/ L=7..51 ,.70B LEGEND <br /> /' - DIO <br /> CD <br /> /' �." L=3.9' D11 D1211 CONCRETE PAVEMENT(PARKING) W <br /> R=2.5 <br /> %' .. HMA PAVEMENT RESTORATION(FULL DEPTH) CC <br /> / <br /> / ,5v ; _ - R=10.0' 0 _ __ <br /> /% v/ /: • p=126.4° 0 HMA PAVEMENT OVERLAY J <br /> / - R=20.0' <br /> A=53.6° • /' B3 <br /> ° 82 J p_ p� • CONCRETE SIDEWALK z <br /> �/ R=2.5' <br /> j//A1 p=90.0° 11 [1 II LLJ A/ a Q <br /> / / A3 e' L=5.5 _ L=5.5' GENERAL NOTES ce Q <br /> K=3.0 L-S.E Q c i <br /> / B7 p=90.0° ";I R 35' Ir r 11S4C.0° R=3.5 p Q <br /> / A2 = gtp Cl Dt D2 C4 E/1 L I 5// 0) L6�L7 F4 d=900 GtG41/ REFERENCES ARE CO <br /> / R=35' L' .6'A=148.7° R715.088 B9 L5.5' C2 ' C3 =5.5 /E2 E3 L=5.5 F3 L5 ' G2 G3 _.0° R=3. 2. ALL ELEVATIONS ARE TOP OF FLOWLINE PAVEMENT > <br /> /, ''%iJ,,�'` p=90.0° 5 90.0° p90. p=90.t ra`,� OR FINISHED GRADE,UNLESS NOTED OTHERWISE. Z <br /> // -- ( ) , W <br /> MATCHLINE SEE SHEET C3.02 C o w r <br /> 3 G 1-w CD <br /> a <br /> 24 SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS TITLE <br /> cri <br /> 9 <br /> o POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING FASTING ELEVATION DESCRIPTION A DATE DESCRIPTION <br /> o, Al 343503.58 1292761.18 440.25 BEGIN 81 343594.37 1292712.50 439.07 AP Cl 343650.94 1292718.10 438.17 PC El 343715.27 1292691.79 437.18 PC HI 343814.30 1292556.23 435.76 PC 8/23/2021 PERMIT <br /> o A2 343516.18 1292768.84 440.09 PC 82 343609.71 1292705.79 438.84 PC C2 343653.59 1292724.58 438.13 PT E2 343717.92 1292698.27 437.08 PT H2 343816.95 1292562.71 435.74 PT 1/21/2022 BID ISSUE <br /> 3 A3 343519.81 1292762.86 440.09 PT 83 343611.07 1292702.53 438.84 PCC C3 343687.84 1292710.56 437.57 PC E3 343752.17 1292684.26 436.49 PC H3 343830.83 1292557.03 435.43 AP <br /> A4 343507.23 1292755.21 440.23 END 84 343594.15 1292699.73 439.19 PT C4 343685.19 1292704.08 437.63 PT E4 343749.52 1292677.78 436.58 PT H4 343828.18 1292550.55 435.48 AP <br /> U <br /> p B5 343583.38 1292716.96 439.24 PC <br /> E. B6 343582.28 1292733.81 439.21 - PT SITE LAYOUT POINTS SITE LAYOUT POINTS <br /> m B7 343583.40 1292736.53 439.19 PC -- ----- - REVISIONS <br /> - POINT NORTHING FASTING ELEVATION DESCRIPTION POINT NORTHING FASTING ELEVATION DESCRIPTION <br /> B8 343601.54 1292745.85 ' 438.89 PT MS,BS,AL,EH MDC <br /> Dt 343663.98 1292711.68 438.01 AP Ft 343780.07 1292665.33 436.09 PC DRAWN BY CHECK BY <br /> P. B9 343620.02 1292738.30 438.61 PC <br /> Y - - D2 343670.46 1292709.03 437.93 PP F2 343782.72 1292671.80 436.01 PT BID ISSUE <br /> 610 343618.48 1292731.81 ' 438.65 PT <br /> 2 D3 343640.16 1292634.99 438.67 PP F3 343816.96 1292657.79 435.50 PC STATUS <br /> 811 343605.13 1292736.84 438.85 AP 112112022 <br /> at at - 04 343654.97 1292628.93 438.44 PC F4 343814.31 1292651.31 435.57 PT <br /> DATE <br /> m ��.� 05 343656.14 1292625.21 438.44 PT 32880J <br /> ' 18� D6 343655.45 1292623.51 438.45 PC SITE LAYOUT POINTS PROJECT/ JE NUMBER <br /> N 07 343640.51 1292622.77 438.71 PT -_ I� V .0 1 <br /> POINT NORTHING FASTING ELEVATION DESCRIPTION <br /> \ , j DB 343622.95 1292651.62 438.91 PC <br /> G1 343849.33 1292636.98 434.93 PC <br /> 2 D9 343622.08 1292658.13 438.89 PT -- <br /> Know what's below. G2 343852.07 1292643.42 434.88 PT 20 0 20 40 020210TAK.INC. <br /> D10 343622.24 1292658.53 438.88 PC - HORZ If drawing <br /> Call before you dig. G3 343864.08 1292638.51 434.64 AP reduced/enlarged.ed.Scale accordingly <br /> a 011 343625.69 1292660.36 438.82 PT . is�01 za•.as•,d has been <br /> SCALE IN FEET � n9 <br /> G4 343861.42 1292632.03 434.69 AP <br /> D12 343640.50 1292654.30 438.58 AP <br />