7100 HARDESON RD 2021 Plans 2025-03-27

Otak MATCHLINE SEE SHEET C3.01 L=15.T O _. h5.6 t L=5.5' ._.. •,i"I • //,, P4 R5 (TYP) © R-3-5'� •i� • /' /9 d=36.0° P5, _ -fff _. __ _.... 9=90.0°R4 R3 _..__. _.. aso.o° /� P3 /- Q4 03 --- - _- _-{ �Ik Architects,Inc. 0 in 808 SW Third Avenue,Suite 300 L=9.5• r _ 1 _ . \I Il CONSTRUCTION NOTES Portlnd,OR 97204 / 4 ' P11P1 jO2 R1 1 R2 main 503.287.6825 d=12.0' \� Air_ _ - ��- ._ _ -.-- - www.otak.com (, r _� - I4•� d 3 41............. Q HMA PAVEMENT RESTORATION PER DETAILS ON SHEET 0 I P13 7 ��' ��' 4J 4, 11 \,L I �39• �_4.0' ....,� ...._ `.. I 1_.. ,�°i o N. Q C7.01. / O L=2.6' •, . P9 ;P10 I I - -z_a 1--,- --,... `�/C� � � �/ 2 PER DETAILS ON SH ET C70PAVEMENT RESTORATION 4•AOT: c, R=1.5' v t • d° - -° --I TCONC SIDEWALK PER DETAILS 4 i' `!` O CONSTRUCT CEMEN Y I d=98.2' P14 P2211111rI a��P8 I a • c 'a ON SHEET C701. 93, • N6 N5 R=5.0' I i.- P6 P7 - I 0 n I • • o jr�. • t` l ° `�'= --------_- �- STATION O CONSTRUCT CEMENT CONC.EXTRUDED CURB PER • K_ ° °T 3i2z L J O DETAILS ON SHEET C7.01. �y�� d=87.5' L-2 4• SEE SHEET C3.03 AND C3.04 FOR 4A - ` 1 l_t-(-f--(- R=1.5' •24 T1Tg L=7.9' PLAZA ANDSIDEWALKGRADING 4 ►-.- O CONSTRUCT CEMENT CONC.CURB PER CITY OF d=90.0' R=12 0' R=5.0' mm I J N3 i y t: "7a I EVERETT STANDARD DETAIL 309(TYPE E-1). -- Ni N2 L=7.3' d=53.7° d=yg.0. o ® STAMP I O CONSTRUCT CEMENT CONC.RAMP PER GRADING DETAIL R=84. SEE SHEET o / __ ---� , I ON SHEET C3.03-C3.04. d-841° L1.03 FOR- ,., 0 O Q �'x n 7 INSTALL DETECTABLE WARNING SURFACE,PER WSDOT y O � DUMPSTER a� C OB �� p \ / Q STD PLANF-45.1003. ENCLOSURE o 0 l d � O INSTALL REMOVABLE BOLLARD PER DETAIL ON SHEET WALL LAYOUT 0 0 O C7.01. o 0 o O p 0 ffi\ © 9Q CONSTRUCT MONOLITHIC CEMENT CONCRETE CURB q\ AND SIDEWALK PER CITY OF EVERETT STANDARD 1$ ��t EXISTING BUILDINGDETAIL 312. CONSULTANT 0 0 1, Ut • U6 •Vt V6 Wi WB _ STEEL PIPE BOLLARD PER U2 US L=08' V2° V5 L=0.8' L=0.8' � W5 Leg• - DETAIL ON SHEET C7.01. L=0.8' t U3lM L=0.8' R=0 5• R-0.5' m �_.:: --P- c _ Ro0.5' I R4.5' V3�; V4 A=89 9, o R�.S W3 .1 W4 R�_S 4 °` --- CONCRETE CONTROL JOINT PER DETAIL ON l I`` 0 10 I Cl)d=90.0° d=90.1° Y3.�'.�Y4 d=90.0° Z3 i. 24 d=90.0° ° lJ r-*I ...�d d d VZ/ 11 CONSTRUCT d=90.0° X2I X3 X41 X5 L�.B' Y5 --. Z5 . .• 1 ,° _ °IF a 1 SHEET C7.01. L�.B Xt o UJ X6 L�.B R4.5' t -�F I Yg R�.5'-d -d� S' 1 -3`Zg 0 l I ,1 a SEE LAZA 12 CONSTRUCT CEMENT CONCRETE STAIRWAY PER DETAIL R�.S' ROD S' R=0.5' rn d=90.0° A�J0.0° d=89.9° d=90.1° d--69.8" L�.B' o -- ° Q 1 ON SHEET C3.03 AND C7.01. R4.5' AND IDEWALK d=90.0' • _ y © 13 PLANE EXIST.ASPHALT PAVEMENT TO 2'DEPTH.HMA W u' a ., GRADING PLAN, OVERLAY TO THE FINISHED GRADE PER GRADING DETAIL > °O 0 o 0 aV o ON SHEET C3.03 AND C3.04. O • : L S SHEET G3:03 o V�OI Cad ®��_.--ram _ /1 i\,,,,„___,O *^R0 o r _ Z ` e�; n!_fi . I P P _-^ 0� CI. SD SD in _ / "- J ' 0 = a . oo LEGEND / R=5.0' C o O Q ll 0 � 03CONCRETE PAVEMENT(PARKING)d=94.T , // 103 g Z I 0 SD SO SD SD- m SD 0 '0 HMA PAVEMENT RESTORATION(FULL DEPTH) C SFU TH ----- I 8 N C Z - X \\ I --- _-------- OL 0,1 -_-_--- � ____ d-_----- J HMA PAVEMENT OVERLAY -�_'- --�_d=----'-'i(- / -- 0 -SD SD -ram „�I-____ SD QSD ae SD- v ° ____`---�-- -'- d�-- d' - -"-' d d - CONCRETE SIDEWALK C 7 cr X X---- -x��__ LLJ LL MERRILL AND RING CREEK X 1� ) '� X X X X X---- ,� X_ - z_-\ ' - GENERAL NOTES Ce Q 0_ 0 co _. \_ - - -- -- 1. ALL DIMENSIONS AND NORTHING AND EASTING CV 0 ¢ SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS SITE LAYOUT POINTS REFERENCES ARE TO FACE OF CURB,UNLESS Z CO Z w IX - - -- -1 NOTED OTHERWISE. 0 Q Q o IX ad I- POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION J_ - 2. ALL ELEVATIONS ARE TOP OF FLOWLINE PAVEMENT 0> CD P1 343564.40 1292809.18 438.97 BEGIN,MATCH EXIST. Q1 343658.67 1292769.52 437.68 AP U1 343560.77 1292918.13 438.57 BEGIN X1 343565.70 1292930.15 438.45 BEGIN OR FINISHED GRADE,UNLESS NOTED OTHERWISE. ce (Y 1= Z �.�/ ? Ldi P2 343543.36 1292817.79 439.16 AP 02 343665.25 1292766.83 437.58 AP U2 343561.33 1292919.51 438.55 PC X2 343565.13 1292928.76 438.47 PC 2 LLELLJ Ll.l cL Q P3 343538.09 1292804.92 439.52 PC 03 343659.95 1292753.87 437.81 PC U3 343561.99 1292919.79 438.54 PT X3 343565.40 1292928.11 438.46 PT C LLI P4 343529.19 1292804.22 439.61 PT 04 343653.36 1292756.57 437.91 PT U4 343569.42 1292916.75 438.46 PC X4 343572.86 1292925.06 438.40 PC G r--W El HARD P5 343525.67 1292810.01 439.61 PC U5 343569.69 1292916.09 438.46 PT X5 343573.52 1292925.33 438.39 PT RD SITE LAYOUT POINTS TITLE SONTITLEL? P6 343556.43 1292846.17 438.83 PT __ U6 343569.12 1292914.70 438.47 END X6 343574.09 1292926.73 438.38 END EllPOINT NORTHING EASTING ELEVATION DESCRIPTION DATE DESCRIPTION U P7 343564.58 1292842.88 438.61 PC -__ --- _- - o P8 343567.33 1292836.35 438.61 PT Rt 343767.99 1292724.78 436.01 AP SITE LAYOUT POINTS SITE LAYOUT POINTS 6/23/2021 PERMIT 1/21/2022 BID ISSUE ti P9 343562.44 1292824.28 438.61 AP R2 343774.58 1292722.09 435.91 AP POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION o SITE LAYOUT POINTS R3 343769.29 1292709.12 436.07 PC V1 343623.93 1292891.75 438.04 BEGIN Yt 343628.85 1292903.79 437.90 BEGIN 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 343624.69 1292893.61 438.02 PC Y2 343628.47 1292902.86 437.91 PC p P11 343522.12 1292825.07 439.57 PCC - mNI 343462.97 1292901.62 440.19 BEGIN P13 343526.40 1292833.29 439.42 PCC V3 343625.34 1292893.88 437.99 PT Y3 343628.75 1292902.21 437.90 PT N2 343475.54 1292896.53 439.85 PC V4 343631.47 1292891.37 437.77 PC Y4 343634.86 1292899.71 437.66 PC P14Po 343528.63 1292832.93 439.43 PT . _ N 1292830.89 439.46 AP N3 343478.47 1292890.50 439.86 PT P17 343529.89 V5 343631.75 1292890.72 437.76 PT Y5 343635.51 1292899.99 437.64 PT REVISIONS y N4 343478.29 1292889.87 439.87 PC V6 343630.99 1292888.87 437.78 END Y6 343635.89 1292900.91 437.62 END MS,05,AL,EH MDC P22 343546.07 1292840.84 439.19 AP DRAWN BY CHECK BY Y N5 343472.30 1292886.41 439.96 PT P24 343544.77 1292842.97 439.15 PC SITE LAYOUT POINTS SITE LAYOUT POINTS BID ISSUE t NB 343459.39 1292889.55 440.07 END P26 343545.64 1292845.27 439.11 PCC STATUS POINT NORTHING EASTING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION 1/21/2022 • SITE LAYOUT POINTS W1 343688.70 129286527 436.84 BEGIN Zt 343693.62 1292877.30 436.72 BEGIN DATE E M 80, POINT NORTHING EASTING ELEVATION DESCRIPTIONwz 34366s.as 1292867.12 a36.82Pc z2 343693.za 1292876.38 436.73 PC 32680J PROJECT NUMBER01 343520.65 1293043.27 438.88 BEGIN W3 343690.11 1292B67.39 436.79 PT Z3 343693.52 1292875.72 436.71 PT • C3.02 N ® 02 343536.70 1293036.76 436.50 PC W4 343696.38 1292864.83 436.39 PC Z4 343699.75 1292873.17 436.31 PC N 03 343543.35 1293039.91 43829 PT W5 343696.65 1292864.18 436.37 -_ PT ZS 343700.40 1292873.45 436.28 PT Know what's below. 04 343547.59 1293053.45 438.44 END W6 343695.89 1292862.33 436.38 END 26 343700.78 1292874.37 436.27 END 20 0 20 40 020210TAK,INC . Call before you dig. HQRz I If du emenla ed.Scale acaardin I this drawing is not 20'0 36",It has been g.. SCALE IN FEET re � 9r