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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 343572.88 1292647.54 439.77 BEGIN K1 343856.46 1292518.90 439.27 BEGIN Li 343719.11 1292515.43 437.91 PC M1 343756.59 1292425.58 438.45 BEGIN <br /> 12 34358526 1292655.19 439.52 PC K2 343867.98 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 /> uite <br /> 13 343588.90 129264921 439.49 PT K3 34367288 1292527.77 438.77 PT L3 343717.74 129252225 437.88 PC M3 343768.83 1292442.30 437.82 PT CONSTRUCTION NOTES 808 SW Third Avenue R9204 <br /> Portland,808 OR 97204 <br /> main 503.287.6825 <br /> 1 343576.31 1292641.56 439.76 END 64 343673.37 1292527.18 438.76 PC L4 343721.19 1292524.09 437.78 PT M4 343785.03 1292435.67 437.55 AP www otak.cam <br /> O HMA PAVEMENT RESTORATION PER DETAILS ON SHEET <br /> K5 343672.93 129252227 438.79 PT L5 343736.00 1292518.03 437.52 AP M5 343775.73 1292412.96 438.15 END C7.01. <br /> SITE LAYOUT POINTS K6 343861.58 1292512.71 439.08 END L6 343793.57 1292658.72 435.89 AP O CONSTRUCT CEMENT CONC.PAVEMENT RESTORATION D <br /> L7 343800.05 1292656.07 435.80 AP MS PER <br /> PER DETAILS ON SHEET C7.01. e b o ` ; ' ' <br /> POINT NORTHING EASTING ELEVATION DESCRIPTION � <br /> L8 343739.82 1292508.90 437.53 AP M1 CONSTRUCT CEMENT CONC.SIDEWALK PER DETAILS A1';Y / <br /> Jt 343667.10 12925'78.85 438.49 PC ON SHEET C7.01. �jJ <br /> L9 343754.63 1292502.84 437.2E PC • 29307 <br /> J2 343886.88 129258227 438.48 PT 4O CONSTRUCT CEMENT CONC.EXTRUDED CURB PER <br /> ,,°O+1ej°�fy,'i22 <br /> J3 343666.77 1292582.53 438.48 PC 510 343755.81 1292499.11 437.30 PT DETAILS ON SHEET C7.01. • <br /> �y <br /> J4 343670.03 1292583.89 438.42 PT L11 343755.77 1292499.01 437.31 PC 0 M2 1 <br /> O CONSTRUCT CEMENT CURB PER CITY OF <br /> 112 343739.75 1292496.08 437.69 Pf L=7 9' M3 M4 EVERETT STANDARD DETAILETAIL 309(TYPE E-1). STAMP <br /> J5 343691.31 1292575.16 438.07 AP R=5.0' O CONSTRUCT CEMENT CONC.RAMP PER GRADING DETAIL <br /> A3431387.91 1292588.85 438.16 AP A=90•0' ON SHEET p,03-q.04. <br /> J7 343702.71 1292560.79 437.91 PC L=19,4' 0 <br /> O R=to.0' 0 INSTALL DETECTABLE WARNING SURFACE,PER WSDOT <br /> KB 4=110.8' STD PLAN F 45.10-03. <br /> JB 343704.08 1292557.53 43790 PT K1 8O INSTALL REMOVABLE BOLLARD PER DETAIL ON SHEET <br /> J9 343703.34 1292555.71 437.92 PC <br /> C7.01. <br /> J10 343686.08 1292553.51 438.33 PT K5 1=5.5' L12 <br /> R=3.5' L=7.2' -\ O CONSTRUCT MONOLITHIC CEMENT CONCRETE CURB <br /> K2 jt4 A=89.5° R=6.0• AND SIDEWALK PER CITY OF EVERETT STANDARD <br /> 4 69.1° Ll / L11 DETAIL 312. CONSULTANT <br /> L I 0 <br /> R J.S L-21 1' ` L9 `R==3.9' 70 DETAIL ON S EET C7.O1.LLED STEEL PIPE BOLLARD PER <br /> 4=89.5° 4.120.9° L4 L5 A=90.0° 11 CONSTRUCT CONCRETE CONTROL JOINT PER DETAIL ON I� <br /> L 39 R=25' SHEET C7.01. Z <br /> O J10 4=90.0' W <br /> / 12 ON SHE UCT CEMENT CONCRETE STAIRWAY PER DETAIL <br /> L=3 8' ON SHEET p.03 AND C7.01. <br /> J8 13 PLANE EXIST.ASPHALT PAVEMENT TO 2'DEPTH,HMA W <br /> R=3Ji' J9 <br /> A=�'1° J1 J6 J7 L=g 9' OVERLAY TO THE FINISHED GRADE PER GRADING DETAIL <br /> J2` R=2.5' ON SHEET C3.03 AND C3.04. CD <br /> L=18.8' L=3.9' <br /> u J5 4=90.0° I.L <br /> CL <br /> 14 4=126.4' a=sD.O° <br /> 4(TYP.) <br /> 11\\ 13 \ / D6 Ht I H4 <br /> L=7.0' Z <br /> D3 D4jD5 L=3.9' R=3.5' H2 H3 Q <br /> R=7.5' R=2.5' f 4=90.0° <br /> .6' J <br /> A=53 A=90.0° <br /> L=7.8' D,( fi LEGEND <br /> R=3.5 D10 <br /> A=127.2• �y� <br /> Q 4 R==2.S D11 D12 CONCRETE PAVEMENT(PARKING) W <br /> 4420.0° <br /> HMA PAVEMENT RESTORATION(FULL DEPTH) <br /> L=22.1' 0 2 Z <br /> L=1B.T \\ A=126.4* fi f HMA PAVEMENT OVERLAY en J <br /> R=20.T / 1 Q <br /> /: B2 CONCRETE SIDEWALK Y Z <br /> A4 R=2.5' 4 W <br /> A 90.0° <br /> AlII <br /> \\Ag 86 L .S L�.S' GENERAL NOTES Q a <br /> B7 R=3.S L=5.5 ' L=3.5'5.5'3.5' '° R-3 5' r'A2 B11 B10 Cl Dt_.02 C4 R=&5 E1 /R3.5 <br /> Fl L6 I- L7 F4 / 4=90.0° G1 G4 1. ALL DIMENSIONS AND NORTHING AND FASTING �+ N <br /> L=9.1' / 4 W0' / REFERENCES ARE TO FACE OF CURB,UNLESS Z Z <br /> c R=3.5' L�3.5 _ _ /\ __ _ _ _ 1 NOTED OTHERWISE. Q <br /> 4=148.7° R=15.5 - Q <br /> U B8 B9 L=5.5' / C2 C3 L=5.5'A E3 L=5.5 F2� F3 L=5.5' / G2 G3 �_ > <br /> A 90.0° R=3.5' R=3.5' R=3.5 R=3.5' 2. ALL ELEVATIONS ARE TOP OF FLOWLINE PAVEMENT LLl> 0 <br /> 4=90.0' A=90.0° A=90.0* A=90.0• ar OR FINISHED GRADE,UNLESS NOTED OTHERWISE. ce E <br /> z • O ITYP l I.L =I 1 a <br /> 3 MATCHLINE SEE SHEET C3.02 W 8 L.J CC <br /> SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS TITLE <br /> U <br /> o POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION'DESCRIPTION # DATE DESCRIPTION <br /> 8 Al 343503.58 1292761.18 440.25 BEGIN Bt 343594.37 1292712.50 439.07 AP Cl 343850.94 1292718.10 438.17 PC El 343715.27 1292691.79 437.18 PC HI 343814.30 128255623 435.76 PC 6232021 PERMIT <br /> 92 343518.1E 1292766.84 440.09 PC 82 343609.71 1292705.79 438.84 PC C2 343653.59 1292724.58 438.13 PT E2 343717.92 1292698.27 437.06 PT H2 343616.95 1292562.71 435.74 PT 121rz022 BID ISSUE <br /> Q <br /> 3 A3 343519.81 1292782.86 440.09 PT B3 343611.07 1292702.53 438.84 PCC C3 343687.84 1292710.58 437.57 PC E3 343752.17 1292684.26 436.49 PC H3 343830.83 1292557.03 435.43 AP <br /> A4 343507.23 1292755.21 44023 END B4 343594.15 1292899.73 439.19 PT C4 143815.19 1292704.06 437.63 PT E4 343749.52 1292677.78 436.58 PT H4 343828.18 1292550.55 435.48 AP <br /> 9 <br /> B5 343583.38 1292716.96 439.24 PC <br /> m' <br /> Pi es 343582.28 1282733.81 439.21 PT SITE LAYOUT POINTS SITE LAYOUT POINTS <br /> FA 343583.40 1292736.53 439.18 PC POINT NORTHING FASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION REVISIONS <br /> g B8 343601.54 1292745.85 438.89 PT <br /> DI 34388198 1292711.68 438.01 AP F1 343780.07 1292665.33 436.09 PC Ms,BS,AL,EH MDC <br /> a B9 343620.02 1292738.30 438.61 PC DRAWN BY CHECK BY <br /> Y D2 343670.46 1292709.03 437.93 AP F2 343782.72 1292671.80 436.01 PT <br /> 810 343818.48 1292731.81 438.85 PT BID ISSUE <br /> D3 343640.16 1292834.99 438.67 AP F3 343816.96 1292657.79 435.50 PC STATUS <br /> 811 343605.13 1292736.84 438.85 AP <br /> ° D4 343654.97 1292628.93 438.44 PC F4 343814.31 129265131 435.57 PT 121rz022 <br /> D5 343656.14 129262521 438.44 PT DATE <br /> (�� DB 343655.45 1292623.51 438.45 PC 32880J <br /> SITE LAYOUT POINTS PROJECT NUMBER 1 <br /> N D7 343622.5195 1292651.7762 438.719 PT !� .0 1 <br /> POINT NORTHING EASTING ELEVATION DESCRIPTION <br /> 181 DB 343622.95 7792651.82 438.91 PC <br /> G1 343849.33 1292636.98 434.93 PC <br /> `m D9 343622.08 1292658.13 438.89 PT <br /> Know what's below. Gz 3/3852.07 1292643.42 434.86 PT 20 0 20 40 <br /> 62021 OTAK.INC <br /> $ Call before you dig. D10 34362224 1292658.53 438.88 PC <br /> G3 343864.08 1292638.51 434.64 AP HORZ ���� Ht.drawing Kca za.36 a <br /> been <br /> a D11 343625.69 12921360.36 438.82 PT SCALE IN FEET rceuceaeNerueaswie accordingly <br /> G4 343861.42 1292632.03 434.69 AP <br /> D12 343640.50 1292654.30 438.58 AP <br />