|
SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M.
<br /> CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> i >
<br /> 2.5' BUMPER `,„,,
<br /> 25' BUMPER
<br /> 2 ' BUMPER 1 [ OVERHANG
<br /> OVERHANG .;'x,
<br /> I
<br /> 0.5' CONCRETE OVERHANG , 8' WIDE ` J.'.;: ,.
<br /> -., VERTICAL CURB WALKWAY 16' STALL 25' DRIJ_F AISLE 18.5' STALL 16' STALL 25' D 1 16' STALL I 10' Li o :f,.
<br /> 6' WIDE l(t/LATIARN77:1•Eis:Rizi '
<br /> ��' WALKWAY 26' DRIVE AISLE 16' STALL iQ' i�° o "*-"]v, < ® v,o k.
<br /> u,c� (COMPACT) ja �,', a - Ir t z _0.5' MONOLITHIC ' 13'-•-` i 13'-'- -�-13'- -1-0.5' CONCRETE / t'< d. ), ci 13 - -•-13'- `l CONCRETE CURB LANE LANE LANE E VFR(ICAL CURB c c2.0% LANE LANE0.5' COfCRETE MpX• 5 p,1P p,f,F.?'VERTICAL CURB 3.' R. , •0%,e 2.0Z-5.0% ;.2.0% 2.0% 5.U� r`<.y y :; : I 2.0q ! -1=,1 n :•..•.•.r' t 2_0 2.0/ S.OI 2.0% 5.0% 2.0% o ®0% 5.0% I,'w'r`'
<br /> P-r
<br /> _ I I( ,;'i i t f� ,I�I l i i-1! �" -i I,,III-III =T(>,'5-tn,- - K.T=1 I-III_I i 1=!I i=111=1 I 1=1 11=1 I I- -1 I- , I ,,__ -- - -
<br /> 3 COMP. DEPTH CLASS B ASPHALT 3" COMP. DEPTH CLASS B ASPHALT
<br /> ' s 4" THICK ;`'
<br /> �� CONC. 3" COMP, DEPTH ATB 4„ THICK
<br /> '
<br /> SIDEWALK ADA PARKING AREA -3" COMP. DEPTH ATB
<br /> SIDEWALK RAMPED TO SIDEWALK 6" COMP. DEPTH GRAVEL BORROW 6" COMP. DEPTH GRAVEL_ BORROW '
<br /> ,,� 1 PARKING/DRIVE AISLE SECTION (-2- PAI?KING/DRIVE AISLE SECTION : o:�r
<br /> ''�, ! NOT TO SCALE jY<.�.
<br /> x;$, NOT TO SCALE
<br /> 480 - - �,CN •
<br /> wv� wo o
<br /> -- - -�•o ---% �--- 480 -+ > CZ) d,
<br /> --.111,
<br /> •. �
<br /> a r w Q 7-,. 2400 ?. *' caw': ,,, / '/ 1 ��' <.d' \\\
<br /> ;tz
<br /> II t
<br /> no ;� I C rq.
<br /> 72 0� `'' ( ACC ) %' I
<br /> a sn 00Z 2.0 99 2.00 / ' it
<br /> 2.oak g}. / it 1 / °/ /
<br /> , II 1
<br /> 53; /
<br /> r3 `
<br /> dl°
<br /> 470 ;: � „ =
<br /> GRADE BREAK TABLE / I ASSUMED LOCATION r 0 20 40Q / /
<br /> �.,� / FOR NEW POWER BLDG #10511
<br /> STATION ELEVATION " i VAULT. / /�
<br /> '�' 2.o WALL 2.o WALL i 2.5 WALL I BENCHMARK
<br /> LO 1.5 LL FF=475.23 ,
<br /> 10+50.00 472.83 '_` ; 1 C r/ �R��N / ,,TOE=474.75' TOP=475.00' TOP=476.00' /� TOP=476.75' r
<br /> 10+82.30- 473.48 . I ° P �'T 7'a' �J6�}.�n
<br /> _ �p I LL. �F 7 V
<br /> / _ / / /,.///L///////,, ; /-//_//1// /// -�% , ///E/7//// / / TDE=474.25'
<br /> - 11+10.55 472.9 9 3,., , r ! T OE 473.25' �/ //l VERTICAL DATUM:
<br /> 0
<br /> 11 F 23.55 473.17 I t`a iT
<br /> j I I I //i / n / •'�° \ti Rj$� N88°2 '30"W /.;i 45 0 SET MAGANA��ON WEST SIDE OF 19TH AVE SE IN SIDEWALK/ X QjOs- VEG 220.19 ="•• - �^ EXPANSION JOINT 0.50' WEST OF EAST EDGE OF CURB
<br /> J It 'S,., I I 1 a.9 '''',/'
<br /> '.�. VEG \ _.. \ -
<br /> � \ , VEG ' J
<br /> 460 tc `' - • RAPID STATIC GPS COLLECTION UTILIZING THE LEICA TCRP
<br /> i 460 i / / I o I j ,:!iw o _ \ , . 4 ,, > - 2.0 WALL
<br /> ' ' '' i G tp�a�' . : , I. • , T P=4 1205 TOTAL STATION WITH POST PROCESSING BY OPUS.GOV.
<br /> a I / I o '. - - - -��I a 0 76.00
<br /> EX CV PYRE I GRADE BREAK TABLE ° / / ) " ., , ,/ a \ r "� �� ' I r 1a,�g TOE=474.a0'
<br /> a- a 9 ?
<br /> g Co r Cr) / " ^.:._. - ,1•;, ' 4 o- 9 0I STD SPACES _ k �•
<br /> STA: 0+26.9 STATION ELEVATION <f '� �i " r: ;; `. / al °� ELEC. RISER �1 y r 1 ,
<br /> LT=0.fi a- .s. �r d- d- N. R�. „ / S q qr,
<br /> Rltrt-469.50 1+60.28 472.59 '� r. Z d I ; I, f III Il Up�r�1 4? �� (8.5x' 8.5') C'� � ��` 2.5 WALL
<br /> 11 �N :� , 1 ° r \ �. .� '� i ' TOP-477.5a' LEGEND
<br /> -
<br /> IE=464.25 R" N✓ 1+91.82 473.53 U' C " ;';;A. ° { \ HAIR SAWN \ ¢7,c0 ' I C 47 �2 1 TC�4738g'. EG TOE=475.00'
<br /> 4, of VG W $ STATIONS �r In 2.75 WALL �i FOUND REBAR/CAP AS NOTED
<br /> / I �j8 .� 473�9, '
<br /> IE=461.05 12"b (N) 2+20.82 472.95ni• I ° / I �� •.. ` 2,032 SF. \ ,� , I , TOP=477.50'
<br /> IE=46O.95 12'4 S a , // ' ' I I \ r7 C k �� ti 1�'' ^a`6 TOE=474.75 CENTERLINE
<br /> O 2+36.10 473.41 10+00 11+00 11+50 0 / 10+00 • .
<br /> lE=461.10 12 0 (E) / I4:.f>'; � I •-' 11+po '. ,° 1'�'
<br /> 2+43.10 473.27 NORTH DRIVE AISLE PROFILE m 0 1 / I f I I \\, f;.: a °7- .�1^s '• V''u,4'• �1� - -\C���` • /- o O EX. STORM DRAIN CATCH BASIN (CO
<br /> SCALE: VERT: 1"=50' ° I `: ' ;..; = \`'' �,. , `'�'� 26:0.'' TI EX. SANITARY SEWER MANHOLE (SSMH)
<br /> 450 HORZ: 1"=5' �Q ® / I C G ( ;{'r l :; :i \ !�� p / • \ • • �// EX. WATER METER
<br /> 01 / w ;,4 'IL rj .�� - / �, , PROPOSED KEYSTONE WALL,
<br /> / I / ^\ I ,,..� RAMP.ADA AREA 4 G
<br /> ^'` DIRECTLY;T4 SIDEWALK \
<br /> ' ''' / '' w HEIGHT AS SHOWN EX. WATER VALVE
<br /> N C I /� - O.0 ,�, OFFICE ° / N, �-
<br /> c o M N. a / \ 1,485 SF. -; 1 %%1//r -._ _ f�i%/ %�//�e�1�l \ 1
<br /> m v� vr. yr 'el- { , \ ' •' ,�4 -/l i R•73.8 '4 _ VEG gc/ - \`'io 3.0' WALL EX. FIRE HYDRANT
<br /> d o . I i (C) •' ;4 STOP=478.00' r.
<br /> / c� "' II I ":ti <. , ELEV ELEV i t a . I , ( N.
<br /> `L .. 244vE::
<br /> TOE=475.00'
<br /> II I MECH T / 1 0 - EX. GAS VALVE
<br /> / ( i / I..... 0 i Win. - ���p,/�1�. (C) I : -0- EX. POWER POLE
<br /> 1+ 2+00 2+75 / I ,� I po I a \ •. CIRCULATION49400, ° p1�� . . p1 .. �A�;�'o��\ � 7r� C EX. UTILITY POLE ANCHOR
<br /> 0+00 H DRIVE AI LE PR I \ ` ,' , 7-
<br /> S OFILE \ ' �2 / q o ► 1 , `7 ,: \ -� Q (' • (C} >� �s �o, �J77TTT�C z° \. r ` : > VEG / i•
<br /> SCALE: VERT: 1"=50 4 ' / ' sn s /� EX. BUILDINGS
<br /> HORZ: 1"=5' '� ( a 'n ). 1 - 26,0' \ �.�� /////_/�
<br /> --/ I I /, \ r ( C y (C) . _3.0 WALL
<br /> _ / ✓ \ �� -- 26.p �-• .• c� �`� 2 • TOP=477.50,
<br /> / I R \ I .4, s� a n _ ` Q �ry 2. EX. CONCRETE
<br /> / O E`lC l ° \ ` •',`� �``0�0 -• .- ca,, �1 p11y� TDE=474.50
<br /> I\ �' = i I RESTURANT -,,-...N,,,, �a� I �i p� . x •. • (C)• _ c �0.
<br /> I �1. �'` I I ° r 2,644 SF ` ' b1� o o- r`r J :ca • ., 4) . , „'"+--...3.0' WALL - - MAJOR EXISTING CONTOUR
<br /> { \ �, / \ �`; �C,r' ;1 �+, "- - a TOP=477.00'
<br /> a / 1 _ VEG g;:,- " <>.?', t g� \ (C) o+\:- o MINOR EXISTING CONTOUR
<br /> \ z vs ,r, TOE=474.00
<br /> / i PROPOSED / I I *,, �/ i I � ri , EASEMENT/ BUFFER LINE
<br /> I MONUMENT SIGN �; 1 i / 2.5 BUM)'Ef7 ., k o
<br /> / II °: "6 I -'OVEPHANG.' "
<br /> ° / •
<br /> C ('f. ' / `� l - - __ • o`' (C) \\ o •
<br /> z Z SS EXISTING SANITARY SEWER LINE
<br /> ' S ..l . :: o I -- • \ t" " t SD -- - EXISTING STORM DRAIN LINE
<br /> cn EX SSMH a �' 1 cn I '\ , � � �`�x<xt «.o �, �' �n•
<br /> w CO ER R PA,T b� 1. p, ( ) 4 �-- 2.5 BUMPER W -- EXISTING WATER LINE
<br /> i = RIM=470.39' / I I I _ Qt, �r z � 1 � z< � �'1a�` �1�' ��` '� - 1 1;3gko \. h OVERHANG
<br /> �; us (E NV(rV)=449.91' / {�: A �, s _ a r 1'S 1S. 4) !c h t� ^j
<br /> �', u� "� /' �\ �� A ,' °a G' 1 ri. 1 r 1 - G - EXISTING GAS LINE
<br /> N r+a o -I- cd lE OUT(S)=449.67' ; ; - i,�;. F.• , ' 0., - 16.0% 7.3$2�' `�5�s; a . a'a a �'�� O� 1G �` �� i�. (C} .�G ,`:
<br /> -cc z w ua W al
<br /> t i 4 �_ _ �� �._.._ --` �� .. 0 �C, �r� 0�' -- ❑HP EXISTING OVERHEAD POWER LINE
<br /> W o n + IE IN(E)=450.03' v> ^ �' 2,0 WALL
<br /> 480 - -- "� °' ''�_ Li o o¢ `° 1E !/N(E)=449.96' ,< i , �` j •I.
<br /> TOP=476.00
<br /> Luc, a ai
<br /> 480 in e,= < w ,, ?�V r� VEG VEG , T EXISTING PROPERTY LINE
<br /> �, Q �, c I roE=474.00
<br /> o o z cn ° _ o- ->;' - �: --- -- \\ �� 1.0 WALL
<br /> rr pp rr' I! O+OO o \ `�> �� x j • w •
<br /> - M w ''Cl ''sr RIGHT OF WAY
<br /> CT� } o F` 0. C7 Q Z r d' 26.a\ c3'. .. �_., "..' -' \ -T ' -_w _. - -
<br /> Z v, c3 �, v Sp 1> , �,, 1+00 �,'• a �,, �; d5,,, ,�� OP-475.50 EXISTING LOT ONES
<br /> + a E - • 26.0 +00 TOE=474.54
<br /> o 1y SS SS �� -'' � _' - - / //// //// / EDGE OF PAVEMENT
<br /> CI. (9 -__._ 2.0 II SS ' a ,.` 6 T g • _ ' . �� 2+75
<br /> ___1...., "' ( -� - - ` EX CB a I I ;I t1p 1N ryg' ®�, o� �:14.
<br /> ��t� \ '' I'� ( 473.53 FINISHED GRADE SPOT ELEVATION
<br /> c, o RIM=469.96 ° " ^'. •/� 4 rDc `�' �� a • •
<br /> .. m ��,, VEGo I _z 0 _200 2A0% 00� 00%5 ®° IE 8" RCP(E)=465.26' �`j ( v� C ' 1 G z?v,• �- `, f,, 77�v,t.•,9�,- ( ��32 TC=473.95 FINISHED GRADE ELEVATION AT TOP OF CURB
<br /> o �.00% -200,. 2.00% _ 00Z 2,00% 0 200% 4 2 0 I. :,..I j-'` ( n 'o� 1 I j� .. _ �73.67, BC=473.45 FINISHED GRADE ELEVATION AT BOTTOM OF CURS
<br /> i �,.. ENCLOSEDGARBAGE
<br /> Cj 71,.
<br /> , ,n , ` 260.2 ?•°g \ g' , ( PROPOSED ADA PARKING STALL
<br /> II i I /� g 6 StD SP CE5 6, �� 4 I ? '. • \ l 1 FACILITYEX CB A 0 I .;( C� / 8.5'X1�' \ ��� '�� �. 1y�'\ 5TD�SES 6'e�rox "..{. 6JTDT.
<br /> 1. SPA CES \ 13x19R1M=469.50' ( )• szt?' D � 85X1 '} • �� u �,' k1�'�� J f ��J(k��1�t< \\ TRASH ENCLOSURE 1.,�®.A��
<br /> 470 470 - - o f j'='. '� I / .�y.� �� i tau, rcp, .1 '� . �1 5 X16.' �O • • VEG E �� PROPOSED BUILDING WITH OVERHANGS
<br /> I tE 8" RCP(W)=464.25; -�7� I7 J;` °I\ X� ) . s9 0�+ • . ( 1 1 '�cp- ' '` 'C . ' • I. \ PLAN SEE ARCH ��®.®�.......1
<br /> GRADE BREAK TABLE IE IN (N)=461.05 T „\ t �- I 1 i •• C 1 S
<br /> STATION ELEVATION O I I /,_a_ \ a PROPOSED CONCRETE
<br /> tier
<br /> GRADE BREAK TABLE lE OUT S =460.95 7 ' ' VEG • a
<br /> 15+50.00 472.95 If'< [}LIP (1;1> \ 0.,................ ea,,,,
<br /> STATION ELEVATION ° VEG 220.19 # VEG \ q
<br /> 5+50.00 472.59 15+77.50 473.50 ___0_______--;✓, ' v I %
<br /> _ _ r �;, I ; i I N88'32'04'W `��r
<br /> g PROPOSED PAVEMENT
<br /> 5+66.00 472.91 16+0.5.00 472.95 ° - -
<br /> 2 5 BUMPER $}`5+93.33 472.36 GPS BENCHMARK f' 1 NO PARKIN
<br /> 16+31.19 473.47 /.3 a o OVERHANG `� j G LOADIN
<br /> ELEV 469.50 NAVD 88 91 /., G o •' o j� / G ZONE
<br /> 6+38.20 473.26 16+59.33 472.91 i `' / ; ' / + - o
<br /> 6+70.90 472.61 d '` '.us
<br /> 16+72.33 473.17 +
<br /> C j ° 50' ROAD RESERVATION_,_ "'' , . (C) COMPACT PARKING STALL
<br /> i� ;'2 z�! / / ( PLAN VIEW PER TITLE REPORT, .
<br /> 460 a£, I I /t SCALE: 1„ '`L,
<br /> 460 i 0.. / I I Q '� m =20 '~"€
<br /> / v:
<br /> '� o o tr I / FIRE MARSHAL NOTE: --
<br /> frj .,..
<br /> N N. N, N. A' 11 ALL EDGES OF DRIVE AISLE TO BE INSTALLED
<br /> a
<br /> WITH 'NO PARKING - FIRE LANE" STRIPING. �`�;r 4
<br /> et v v v ei- �t- el- rl
<br /> '% -
<br /> 5+00 6+00 7+0016+00 f, „ AREA TABLE: 1 .,:.
<br /> 15+0017+0o HARDSeAPE
<br /> WEST DRIVE__ A_AISLE E_ PROFILE EAST_ DRIVE AISLE PROFILE
<br /> ;`9'r TAX ACCOUNTNO.(S).• SITE ADDRESS..
<br /> �<<y, PROPOSED COMMERCIAL ROOF = 9,836 SF.
<br /> ..- °` a•t' 28052000203000 10521 19TH AVE SE
<br /> SCALE: VERT: 1"=.50' SCALE: VERT: 1"-5O' ,E ;;> PROPOSED PAVING AND CURBS =22,430 SF. `.x,
<br /> ,•:::° *PROPOSED SIDEWALKS AND STAIRS = 624 SF.
<br /> EVERETT, WA 98208
<br /> HORZ: 1"=5' HORZ: 1"-5' ;;:' TOTAL =32,890 SF. <,...
<br /> T/LITT CONFLICT pp PROFILES �+
<br /> 7 7 *PORTIONS OF SIDEWALK/STAIRS COVERED BY ROAD C� 1`O�
<br /> ROOF OVERHANGS ARE NOT CALCULATED
<br /> /:-: CAUTION.'
<br /> , 0-:.,,:-
<br /> TOTAL NEW/REPLACE IMPERVIOUS = 32,890 SF. ,�� l � .�'I1,�"2Ie�'�"S� SILVER
<br /> PLAZA RET �� OFFICE
<br /> ;/ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND 1 0 t
<br /> DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY T 56-2700 �+ r
<br /> IA
<br /> POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR '. ; �' r �l �lC. �•I / V SW 1/4, NW 1/4, SEC,20 T,ZSN., R.05E., W.M.
<br /> TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND '
<br /> THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS �,�! ` '' � CITY OF EVERETT, SNOHOMISH COUNTY WA
<br /> TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES O�'4'G.45844 ,,,� W SURVEYORS O PLANNERS 0 ENGINEERS '
<br /> AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND `r'S'I'ZONAL T DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL LAND USE CONSULTANTS JAJ 05/04/16 02 TAS 01/25/17 J. JARRELL 1" = 20'
<br /> CONSULT WESTERN ENGINtth'S, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CIVIL ENGINEERS 0 LAND SURVEYORS - -
<br /> WITH CONSTRUCTION. DWG. FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO.
<br /> 0 -3 -07,-t-7 *** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** 151415ABASE.DWG JAJ N/A
<br /> 15-1415-A 4 OF7
<br />
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