7100 HARDESON RD 2021 Plans 2025-03-27

MATCHLINE SEE SHEET C3.01 Otak L=15.7 O r L=5.5' L=5.5' 4 • �I, R=25.0' P4 R=3.5' 0 (TYP) R=3.60 A=36.0° P5 A=90.0° \ Q © e=90.0• _ r pg 04 co I1R3 / 0 Otak Architects,Inc. L=9.5' 1 / 0 Q CONSTRUCTION NOTES 808 SW Third Avenue, OR 97204 R=72.0' P11 �Pi Qi, 02 Rt I-II.R2 ---- - -- -- -- main 503.287.6825 ji A�5.5' - - r I ,•,i _h sway otak corn P13 -, , of HMA PAVEMENT RESTORATION PER DETAILS ON SHEET �I 3.9' 4.OI C7.01. 0 O 'i I p CONSTRUCT CEMENT CONC.PAVEMENT RESTORATION b D c �7 L=2.6 , P9:_,;.;-P10 I PER DETAILS ON SHEET C7.01. Q• ♦o• '/ s �y1B2• P14A. I py� { I ao - r- -i " O CONSTRUCT CEMENT CONC.SIDEWALK PER DETAILS 9 4� PB e • A ON SHEET C7.01. ''a L=7.6 I r -/:_,.:::. I Q I i - 29w:♦° N6 NS R0.0' p6 P7 ••• j • • 4(4 CONSTRUCT CEMENT CONC.EXTRUDED CURB PER vs. '�Z2 e�7.5' II P26 I - DETAILS ON SHEET C7.01. N4 L=2.4'L T 1T' ' J SEE SHEET C3.03 AND C3.04 FOR 0 4.' : l a l 1 I°I I ... R=t.5 •24 L=7.9' PLAZA AND SIDEWALK GRADING -"- , „ EVERETT STANDARD DETAIL 309(TYPE E-1). J N3 A J0.0' R t2.0 R=5.0' SO CONSTRUCT CEMENT CONC.CURB PER-i). OF A03.7° a=90.0` Ni N2 R=507.3' ® I .y O CONSTRUCT CEMENT CONC.RAMP PER GRADING DETAIL sTnlla R=5.0' SEE SHEET 0 I___ _.- . ON SHEET C3.03•C3.04. A 84.1° L1.03 FOR DU FORTER O INSTALL DETECTABLE WARNING SURFACE,PER WSDOT 5. 0 111 STD PLAN F.45.10-03. ENCLOSURE O 11 OINSTALL REMOVABLE BOLLARD PER DETAIL ON SHEET WALL LAYOUT O °i C7.01. 00 Q 0 - 0 y `� 1 ;, O CONSTRUCT MONOLITHIC CEMENT CONCRETE CURB f AND SIDEWALK PER CITY OF EVERETT STANDARD EXISTING BUILDING DETAIL312' CONSULT „ 1/1 U6 V1 V6 Wt WB - - L=0.8' 70 INSTALL CONCRETE FILLED STEEL PIPE BOLLARD PER Cl)U2, U5 L0.8' V2,-'VS L-0 8' W2'_'W5 Q DETAIL ON SHEET C7.01. V`// L=0.8' U3 U4. L�.B' L=0.8' a o - • r R=0.5' ) R=05' a=90.1° I: : IV4 A=89.9° a t 11_ :;0 IICONSTRUCTCONCRETECONTROLJOINTPERDETAILON _ �• SHEET C7.01.-QI _= STAIRWAY PER DETAILAesse-so1 / AND SIDEWALK, 1 -, ON SHEET C3.03 AND C7.01. e=90.0• : 13 PLANE EXIST.ASPHALT PAVEMENT TO 2°DEPTH.HMA W Q. GRADING PLAN, OVERLAY TO THE FINISHED GRADE PER GRADING DETAIL /\ © L - ® SHEET C3.03 ON SHEET C3.03 AND C3.04. CO riCL M O a � '� . � .1V' 1 tzu a'°a,�I . Z O p 0 L B.3' O � � = = = = = fin LEGEND -1 R0.0' �y�M'� 01 \02 A=94.r Q CONCRETE PAVEMENT(PARKING) W 1 03 Z • AMA PAVEMENT RESTORATION(FULL DEPTH) 104 L ... .' _1 HMA PAVEMENT OVERLAY M CI Q n - ° CONCRETE SIDEWALK Y 0 __ W Z z MERRILL AND RING CREEK GENERAL NOTES Q CL mCo ' 1. ALL DIMENSIONS AND NORTHING AND EASTING U ce N o SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS REFERENCES ARE TO FACE OF CURB,UNLESS Z CO Z o NOTED OTHERWISE. , 1Q POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING FASTING ELEVATION DESCRIPTION POINT NORTHING FASTING ELEVATION DESCRIPTION POINT NORTHING FASTING ELEVATION DESCRIPTION ....I cn Q 2. ALL ELEVATIONS ARE TOP OF FLOWLINE PAVEMENT W> E P1 343584.40 1292809.18 438.97 BEGIN,MATCH EXIST. Q1 343E68.67 1292789.52 437.68 AP Ut 343560.77 1292918.13 438.57 BEGIN X1 343565.70 1292930.15 438.45 BEGIN OR FINISHED GRADE,UNLESS NOTED OTHERWISE. r R Z P2 343543.36 1292817.79 439.16 AP Q2 3431365.25 1292768.83 437.58 AP U2 343561.33 1292 dy 919.51 438.55 PC X2 343565.13 1292928.76 438.47 PC I.f Q I j Q Q 3 P3 343538.09 1292804.92 439.52 PC 03 343859.95 1292753.87 437.81 PC U3 343561.98 1292919.79 438.54 PT 23 343565.40 1292928.11 438.48 PT W CS' ;D' 1 P4 343529.19 12921304.22 439.61 FT 04 343653.36 1292756.57 437.91 PT U4 343569.42 12921316.75 438.48 PC X4 343572.86 1292925.06 438.40 PC r LLt 0 c HA RDESO P5 343525.67 1292810.01 439.61 PC U5 343569.69 1292916.09 438.46 PT X5 343573.52 1292925.33 436.39 PT V SITE LAYOUT POINTS N RD P6 343556.43 1292846.17 438.83 PT U6 343569.12 1292914.70 438.47 END X6 343574.09 1292926.73 438.38 END TITLE 8 P7 343564.58 129284286 438.61 pC POINT NORTHING EASTING ELEVATION DESCRIPTION a DATE DESCRIPTION a P8 343567.33 1292836.35 438.61 PT Rt 343787.99 1292724ae 436.01 AP SITE LAYOUT POINTS SITE LAYOUT POINTS 623rz021 PERMIT 1212022 BID ISSUE Fs P9 343562.44 129282428 438.61 AP R2 343774.58 1292722.09 435.91 AP POINT NORTHING FASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION SITE LAYOUT POINTS R3 343769.29 1292709.12 436.07 PC V1 343823.93 1292891.75 438.04 BEGIN Y1 343628.85 1292903.79 437.90 BEGIN 0 P10 343570.78 1292820.90 438.46 END,MATCH EXIST. °a POINT NORTHING EASTING ELEVATION DESCRIPTION R4 343762.68 1292711.82 436.17 PT V2 343624/19 /292893.81 438.02 PC Y2 343628.47 1292902.88 437.91 PC O P11 u' 2.12 1292125.07 439.57 PCC ro N1 343462.97 1292901.62 440.19 BEGIN P13 343526.40 129283329 439.42 PCC V3 343625.34 1292893.88 437.99 PT Y3 343628.75 129290221 437.90 PT N V N2 34347554 1292896.53 439.85 PC V4 343631.47 1292891.37 437.77 PC Y4 343634.86 1292899.71 437.66 PC c P14 343528.63 1292832.93 439.43 PT N3 343478.47 1292890.50 439.86 PT V5 343831.75 1292890.72 437.76 PT Y5 343635.51 1292899.99 437.64 PT REVISIONS 1 _ P17 343529.89 1292830.89 439.46 AP N4 34347829 1292869.87 439.87 PC P22 343546.07 1292840.84 439.19 AP 96 343630.99 1292888.87 437.78 END Y6 343635.89 1292900.91 437.62 END MS.85,AI_EH MDC DRAWN BY CHECK BY a N5 34347230 1292886A1 439.96 PT P24 343544.77 1292842.97 439.15 PC Y SITE LAYOUT POINTS SITE LAYOUT POINTS BID ISSUE NB 343459.39 1292889.55 440.07 END P26 343545.64 1292845.27 439.11 PCC STATUS tPOINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION 1212022 E SITE LAYOUT POINTS W1 343688.70 12928135.27 436.84 BEGIN Z1 343693.62 1292877.30 436.72 BEGIN DATE " POINT NORTHING EASTING ELEVATION DESCRIPTION w2 343689.46 1292867.12 436.82 PC zz 343&93.24 129287838 436.73 PC 32880J PROJECT NUMBER • 01 343520.65 1293643.27 438.88 BEGIN W3 343690.11 1292867.39 436.79 PT Z3 343693.52 1292875.72 436.71 PT /\�\,"_/•ll '//�J oN *,8411 ® 02 343536.70 1293036.76 438.50 PC W4 3436138.38 1292864.83 436.39 PC Z4 343699.75 1292873.17 436.31 PCVV=O!� tp" W5 343696.65 1292864.18 436.37 PT 25 343700.40 1292873.45 436.28 PT 03 343543.35 1293039.91 43829 PT Know What's below. 04 343547.59 1293053.45 438.44 END W6 343695.89 129286233 436.38 END Z6 343703.78 1292874.37 43627 END _ 20 20- --0 If thisa1ow p.INC Call before you dig. HORZ not 2a'•36.n has been a SCALE IN FEET reduced/enlarged.Scale according,/