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•
<br /> CEMENT CONCRETE
<br /> NOTES SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M.
<br /> apt% • `SIDEWALK PER STANDARD DRAWING 312 0 1: 1EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> 2. 3J8"WIDE FULL DEPTH EXPANSION JOINT. •
<br /> • • . • • •
<br /> keg • • ` " • 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT IF NOTE
<br /> R • ` ` 1 ABOVE IS 15'OR GREATER.
<br /> illio
<br /> •••+••• • 4 0 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY 2.5' BUMPER 2.5' BUMPER
<br /> r OVERHANG
<br /> . • ...... . • d SHALL BE SURFACED WITH ASPHALT OR CONCRETE. 2.5' BUMPER 1
<br /> OVERHANG
<br /> • ' S. THE DRIVEWAY RAMP INCLUDING WING RAMPS OVERHANG `� Z
<br /> D.5' CONCRETE W PUBLI RKS DEPA TM T•• • • 000e. 400. SHALL BE CONCRETECOMMERCIALMIXASCAVED 9.25' i - APPROVED
<br /> dUTINWSDOTSTANDARDs:pR ,CATIONS AMIN VERTICAL CURB z WALKWAY 16' STALL 25' DRIVE AISLE 18.5' STALL 16' STALL 25' DRIVE AISLE 16' STALL 10' lwmot�t' t� A
<br /> • ` " 6' WIDE PLANTER 1 ► . . ► .. ►.. ►-. JJ
<br /> V'N Of5 THICKANDPLACEDONA MINIMUMOF2" w cp WALKWAY �VARIES.2 [ 26' DRIVE AISLE 16' STALL 10' 1oo o o�, (COMPACT) -I BY :,
<br /> 14% © . . CRUSHED SURFACING BASE COURSE COMPACTED v z .. _ z _0.5' MONOLITHIC 13' 13' -13' -� 13'-�0:5' CONCRETE,• • • • T095%MAXIMUMbENSITY. �� _ -13' 13'-►0.5' CONCRETE,, MPX m o� - CONCRETE CURB LANE LANE LANE LANE VERTICAL CURB 1 SPX• DATE
<br /> • • • • • 2 09 LANE 1 LANE g,1 2.0� 3•
<br /> 2.0�-5.0� CITY OF EVERETT'REV WED FOR PERMIT
<br /> 141111011
<br /> ` 6. MAINTAIN iJ2"UP AT GUTTER. ° `n .•, I 2.0� VERTICAL CURB m .,_,.1. 1.5� 5.0� 1.59-5.0q 2.0� 2.0%-5.0� 2.0�-5.0� 2.Oq 2.0% I I-
<br /> ,,,.,, Vil 1.-_:__-1,
<br /> 00• : :.• • T Il ll l I IIIII 1:.*:I 1.7..TI I I I_I -I I II __ 0 or �I l l i i l lgFmistt-Nrs 70 . .
<br /> '�' 1 II iil ii-III III=1 �111=fl�llr=III-III=111�� I ��r- -II�I�I�I- II_ - I-I _ -,,_� -1 1- �i 1 .-,1 III-11- ii- ter- ;� , ;i ; 1 II I '�
<br /> M • 4" THICK CONC.
<br /> o \� SIDEWALK 3" COMP. DEPTH HMA CL 1/2, PG 64-22 4" THICK 3 COMP. DEPTH HMA CL 1/2, PG 64 22 ���� U`�' / " a � l
<br /> ` tiNilliiii:
<br /> 4" COMP. DEPTH CRUSHED SURFACING BASE CONC. 4" COMP. DEPTH CRUSHED SURFACING BASE
<br /> N.` �. 3" COMP. DEPTH CLASS B ASPHALT COURSE. 2" MIN DEPTH UNDER CURB AND GUTTER. SIDEWALK COURSE. 2" MIN DEPTH UNDER CURB AND GUTTER.
<br /> O "w
<br /> 3" COMP, DEPTH ATB
<br /> ....
<br /> � • +�••. GRAVEL BORROW OR SUITABLE BASE AS GRAVEL BORROW OR SUITABLE BASE AS
<br /> Q 1 • • * * "' • 6" COMP. DEPTH GRAVEL BORROW APPROVED BY CITY ENGINEER. APPROVED BY CITY ENGINEER. •
<br /> . . • . . 1 PARKING/DRIVE AISLE SECTION (2- PARKING/DRIVE AISLE SECTION
<br /> .7,- 0 2)
<br /> • • • •• NOT TO SCALE NOT TO SCALE
<br /> 4
<br /> 296 2% C •
<br /> PARKWAY SIDEWALK M PARKWAY SIDEWALK / \ i' r�
<br /> (VARIES) 2y, Age © (VARIES) ' 2% 0 I \\ ;i /"f /v ° 0 •
<br /> . . . .. •.. ...�..� - 2"MIN CRUSHED SURFACING Ape:,--'y•"' " 2"MIN „ i, Q/ I �/
<br /> BASE COURSE CRUSHED „ I
<br /> SURFACING ,. ,
<br /> BASE COME CITY OF EVERETT g SCALE: 1" = 20'
<br /> 1M 4 AIL :, .
<br /> . ..
<br /> • -*Wm'iPVIBLiiC WORKS DEPARTMENT " ,,
<br /> SECTION A-A SECTION B-B I11 0 20 40
<br /> Is& USING TYPE A-1 CURB USING MONOLITHIC CURB&SW ;Muss Ixo+�o o n v"w ,rcere I°""ir<s 4 /Zp 7 a u u I I ASSUMED LOCATION r
<br /> gg= CEMENT CONCRETE , / FOR NEW POWER �/ BLOG #f051 i /i
<br /> F 317
<br /> II A VAULT. \C\0 �Ot 1.5' WALL FF=475.23 / I BENCHMARK
<br /> L.HMAR
<br /> J
<br /> I.. DRIVEWAY RAMP TYPE-3 e DETENTION BY ASS TOP=474.75' 2.0' WALL 2.0' WALL /' 2.5' WALL
<br /> r a P TOP=475,00' TOP=476,00' TOP=476,75' I , ELEV 469 50-� ,,, / TOE=473.25' TOE=473.00 TOE=474.00 A TOE=474.25 ■
<br /> w I :1 If'_ _ �// / //// 1,922 S>� ° 11/1L1//1/1/ /%/111, _Z/1/1//L/, ///1/1L1//1/1/_/G VERTICAL DATUM:
<br /> EXISTING GRADE z •W La FOl? WADER MAIN;; /2
<br /> AT CENTERLINE 4i ¢ -�d• „ -1, T o \ NAVD88 •
<br /> z �n rn INSTALL. REPLACE ASPHALT- II I 0 A 1 \ 0 475 Q- _
<br /> o w o v� AND SUBGRADE TO EX.1, ,, I / \/ ��, (s- N88'2.30 W �+ o SET MAG NAIL ON WEST SIDE OF 19TH AVE SE IN SIDEWALK
<br /> PROPOSED GRADE -'N ?r, n o;d .I' �I/�ii�.. +- 4 76- -
<br /> EXPANSION JOINT 0.50' WEST OF EAST EDGE OF CURB
<br /> c_ N O N 0 + w + CO DITIONS.„ ,� �i��I�.•.►..rii�/Js - �^
<br /> AT CENTERLINE ¢ -, ¢o a / �� �., •,�/ 220.19 - /
<br /> N '.+-;
<br /> o 1--.- ow / " �I-..
<br /> 41 o W m,Ni cn a II „ �' � ��i/.����i���'// //////////// , - VEG 476/ VEG
<br /> + 480 + a¢ „ ' ° - ►xr ����������������������� -- - RAPID STATIC GPS COLLECTION UTILIZING THE LEICA TCRP 480 WALL
<br /> v N N o+ i ,-i / /��; 1 0 TOTAL STATION WITH POST PROCESS Y OPUS
<br /> W N o N a i- ? `n ° „ �> \ ��// ,I�� ��,����� I �� .��� ° ,��o \ - TOP=476.00
<br /> .� - _ _ _ �� `//._�. _ _ �' 2 5 T TI T PROCESSING B GOV.
<br /> N o cn z / �; v I-- �- v.. _ o�>,� r/ �� �. TOE=474.00'�� �� v, �� 3¢ / I „� I \ 11.4
<br /> � 0�1 ° y0 y �R9 10STD PACES - '11w o + cn a X cn 0 o• �'
<br /> z W- z 2- a I „ _ °\ ELE�. RISER h 0 , . 7 2.5 WALL
<br /> 5 r, �'1 ,� 8.5x 8.5) 0
<br /> 2 3 „ I �� \ g 0 C. ( 1 TC, ' G TOE=475.00'
<br /> 0'1 NEW GAS LINE i��% , <0 \\ r�r'nl�i a I 4G (r \ 4T� .2 ' C l I "I'7 TOP=477,50' LEGEND
<br /> (��. - _
<br /> W o �� ,/ EXISTING G D ;; LOCATION Q 7400• / I :C'`� I > B - 33g, 2.75' WALL 0 FOUND REBAR/CAP AS NOTED
<br /> 0 o Z �'`2009, AT CENTERLIN ,� �, II I ° \ SALON \ • &, 47
<br /> a ti 00% -2.009,3.p4%2 00 -2.00g 2.00% ?Op9, 2,00%�° 0 a / 1,644 SF. 10+00 ° I I r� ,6CENTERLINE
<br /> 0 / u \F-"' 2' 0 ° / „ r• \ 1 ¢ rk1tx" /TOP=477.50'
<br /> TOE=474,75I i1+DO / 1" \ f �- �+ I \ ►� �0 0�� EX. STORM DRAIN CATCH BASIN (CB)
<br /> 10.00% MAX. dr. 0 PROPOSED GRAD ® I, boo, �, :.; ° '
<br /> 2::0 EX. SANITARY SEWER MANHOLE (SSMH)
<br /> 2,00 q AT CENTERLINE <1 „ I I \ ry I -��`*• \ i
<br /> 470 - I- 470 ! m`® � I :: 4 \ °' II', / \ �111 � Q EX. WATER METER
<br /> I OFFICE 1 ° A 3 .. = NI' , - PROPOSED KEYSTONE WALL
<br /> SLOPE 4.5 LONG ADA 4T - W HEIGHT AS SHOWN XI EX. WATER VALVE
<br /> _ -I 1) :� aiir 1,081 SF. RAMPS AT 7.5% 3`3 �, �!�/ 1 r e... a \\ V�
<br /> - •
<br /> I I „ ' I TOWARDS PARKING AREA I 4 _• 3, - � �1///�0'r rp1 \ C :..
<br /> GRADE BREAK TABLE „ 47 . . • / /VEG 00 C) \ 3.0 WALL EX. FIRE HYDRANT
<br /> ( ( TOP=478.00
<br /> �, o L ELEV. 0`L 0 EX. GAS VALVE
<br /> STATION ELEVATION I / 0 i� cn I E7ESTROOMS ELEV. MECH I I .1• • mi 473 5y%� k1p. . I \ TOE=475.00
<br /> --- 10+50.00 472.83 � I ,i „ / � 1 . , /J . /.�0 0,tx � (C) T � � �, �
<br /> EX. POWER POLE
<br /> o 10+82,30 473.48 a / I W :, I I " ' 0 \. o. c' x>
<br /> � � E- EX. UTILITY POLE ANCHOR�' �I�N r� '1I CIRCULATION 470.�0' I N n� n> R>X'tc9o-
<br /> 11+10.55 472.91 \ / I I I ° / _'P ocis 0.hogi 1 w ,t �. •
<br /> 11+23.55 473.17 •�n4,1
<br /> •��o rr VEG EX. BUILDINGS
<br /> �, z \ \ a 26..0' s VEG • \ �LLL/�
<br /> 1, I co . 3.0 WALL
<br /> 460 460 J h / ;; 1, �f ° \\ BUILDING FF=474.00 \ 26.0' ... , (C) 7615, TOP=477.50'
<br /> N I �' ci ,�, �5 I , EX. CONCRETE
<br /> ° \ „ / �,r ¢ 1 TOE=474.50'GRADE BREAK TABLE c� I/ [. / n `\ RESTURANT - -. \,.�� ''- • k1C _ 4EX CB-TYPE i' STATION ELEVATION N o v K, rn 1\ vi
<br /> / / 2,584 SF. n '• o O -_3.0' WALL - - MAJOR EXISTING CONTOUR
<br /> STA. 0+26.9 • d "� ° n b� ° / I 0 t• o cn co - -tA-
<br /> 0+39.50 470.13 r. r. �+ I) I / / TAPER DEPTH OF CURB FROM FULLp1 • + cwi ` - J b TOP=477.00'
<br /> LT=0.6'
<br /> `� `� el- `� * el- S' \ t' /r MONUMENT -' SIZE CURB TO NO CURB IN ADA AREA. ' \ ,,(,/0r' tO �0 a C c+o\ o TOE=474.00' - MINOR EXISTING CONTOUR
<br /> 0+74.38 471.52 a II ,1 SIGN 0 c ) CO 0
<br /> R/M=469.50 / \„� :, - / / SIDEWALK DOWN TO STREET LEVEL TO / ti '� EASEMENT BUFFER LINE
<br /> 1+44.12 472.91 , 00 /
<br /> IE=464.25 8"0 (W) / „ / iv- `r'I 4 I BE ADA COMPLIANT MAX 2% CROSS N 2. BUM Q x w : .- o0
<br /> IE-461.05 12"0 (N) 1+60.30 472.59 / " p I / `aI. r SLOPE AND 12:1 LONGITUDINAL SLOPE. / 0 'HANG - 0 . (:° (C) \ z 2 SS > EXISTING SANITARY SEWER LINE
<br /> 10+00 11+00 11+50 ° I o / ( - \\ 2 SD L> EXISTING STORM DRAIN LINE IE=460.95 12"0 (S) 1+99.62 473.38 " " w `� �0' •
<br /> IE=461.05 1216 (E) 2+20.82 472.95 i, ii -. iG, / Y/ I M' 'MEMO I�I�AR �► rn o
<br /> IE=464,31 12 0 (E) NORTH DRIVE AISLE PROFILE EX SSMH ° 1, „ I .- .1 I �.`� ... ►
<br /> 2+36.10 473.41 a „ 0• ` #.1 OUTDOOR lAS0,50',, ti 3•1T 6� 1 k �C) '. 0 \ r., 2.5 BUMPER W EXISTING WATER LINE
<br /> SCALE: VERT: 1"=50' RIM=470.39' / ,: I „ I /�����>s PATIO AR III 47 ��gIg�i 4� . 1� �� • 1 >k 1y°' 0 \ OVERHANG
<br /> Id , ix y '1 tx y G EXISTING GAS LINE
<br /> �. 0 L,��1.50%a 1 '61' 6a S W. ° 0 r' •�0� ;1 �G tx '5; •
<br /> �0r , (C) �0rr \
<br /> HORZ 1"-5' IE INN -449.91' .i, !� • i 1 ' r h�
<br /> 2+43.10 473.27 _ w - s•• ► . 15
<br /> 450 IE OUT(S)=449.67 / „ I ,I 1 og o'- ��s; -. ° 00 00 : 00 00 00 \ 2.0' WALL ❑HP EXISTING OVERHEAD POWER LINE
<br /> IE IN(E)=450.03' 4 �r _, -- ,
<br /> ►NSTALL 26' WIDE TYPE 3 VEG J TOP=476.00
<br /> u-) o r N IE IN W =449.96` DRIVEWAY RAMP PER C.O.E. �. ,'r> - - __ / )�( \ I , EXISTING PROPERTY LINE
<br /> I m I c TOE=474.00
<br /> o^ . �• ^ M Qs DETAIL 317, THIS SHEET I. I '6>• 'mc)ci N- CP \� c�� ` • \ . �� �C�� �.>� - - RIGHT OF WAY
<br /> `al- v- v e- ^v Vr d- d- ^er <r d• et- ° I II 04100 " I/ \ . �4. it >�? �'�� �> c-',+ I �� S , 1.0 WALL - -
<br /> „ Y ° s��, N A>�?' \ \ rn. �o`� TOP=475.50� EXISTING LOT LINES
<br /> 1r-S ,�j o 26.0\ 1+DO sr' `�<p. rn• �'
<br /> ° c V ii „ s _ o_ - �. - •- : �,., 15, 26.0' 2.+00 . TOE=474,50
<br /> it \- o �� \ /� I // //// //// // EDGE OF PAVEMENT
<br /> SS SS a „ I.S �.. - �1 N • - 41 2+75
<br /> 0+00 1+00 2+00 2+75 g Ii .• SS 1����� �� � \. ��,\ \ VEG -� 473.53'• FINISHED GRADE SPOT ELEVATION
<br /> EX CB „ .
<br /> RIM=469.96' „ I .9•> II • /Ix k1N �� I c\\ rr>
<br /> SOUTH DRIVE AISLE, PROFILE ° I I . �0 ,, N. >r,•'�, �>Lt� .. TC=473.95 FINISHED GRADE ELEVATION AT TOP OF CURB
<br /> IE 8" RCP E =465.26' „ I o
<br /> w O „ 0 �.. BC=473,45 FINISHED GRADE ELEVATION AT BOTTOM OF CURB
<br /> I �
<br /> SCALE: VERT. 1 =50 -- „ o >o To d'. \
<br /> ¢ w I ii / :� \\ l 1 • .. 1 r \. ENCLOSED GARBAGE
<br /> HORZ: 1"=5' II tea'• �' >� •0.2 ' I I "' FACILITY
<br /> Luz �,� o o� • \ 1 1� , ( PROPOSED ADA PARKING STALL
<br /> "� ,�, j I II I I cr. >o pro, 1rl. �0 6 STD SPACES �� c) � h 1N. 66 \ (13x19
<br /> 4, w (°; ,9 c� �> •TD CES o '\ 6 TD SPACES ,r 1�
<br /> ti` . 8.5 X1 ' �� c�
<br /> sr 1 TRASH ENCLOSURE 1 1
<br /> ° 4, n `� + ct EX CB ° c� „ I o. 0� rk1 ( ) �> $.5'X1.i') �� > k' 6� �G h1 1
<br /> 1 ,k A ( •5X16.) ,c,%. EG i I PROPOSED BUILDING WITH OVERHANGS
<br /> •?- z Q o z(0- o RiM=469.50, o I ( I / I �.00r • \) `'.-' s� Yld.%s• •'t0 #t" 0 \ WALL. SEE ARCH 1L JI
<br /> �u^ rn =+� o p tr^ IE 8 RCP(W)=464.25 .� / „ a x� _ s. 00 PLANS,
<br /> 480 w ¢ � •1 480 o EXISTING GRADE ` a_w O= �' �;� I \ '. PROPOSED CONCRETE
<br /> l •k IE IN N 46i,05' I z w o EXISTING GRADE o+ a w i AT CENTERLNE ?< 1 ."' IE OUT (S)=460.95 I \ 4€1D
<br /> - VEG \ 1 °
<br /> o AT CENTERLINE z co o cL + z.- I „
<br /> 1- cr o F z_ o / „ VEG k
<br /> , ct o ¢ a o^ o¢ z U [Hp 220.19' 1 •'_--.
<br /> PROPOSED GRADE z I• HP Gii q� PROPOSED PAVEMENT
<br /> o'n o i - ,, ci o PROPOSED GRADE \/ �- Cl) a VEG �� -
<br /> a u' AT CENTERLINE >< ,< AT CENTERLINE 5 - „ N88'32'04'W V
<br /> "' o¢ ,- o o z �_- a I 2.5' BUMPER 0
<br /> a-, v' _ Z o , CPS BENCHMARK „ ;i oo _ o j�/� NO PARKING/LOADING ZONE
<br /> v, ,< � \ ° OVERHANG V
<br /> z / = % ,, ELEV 469.50 NAVD 88/91 ;; 1, a I ,i o+ -
<br /> cn ° Ln
<br /> '200, 2.00% -2,009,' 2,00% -2.009, 00%5�0 „
<br /> -Z , 00., -20pz 2,00% �-200z 2.00% 2• �' ,, I 1, a 50 ROAD RESERVATION- (C) COMPACT PARKING STALL
<br /> / , PLAN VIEW PER TITLE REPORT.
<br /> -2.00%
<br /> /^ ° I PROPOSED SURFACE FLOW DIRECTION
<br /> \ / II ii
<br /> // o ---- SCALE: 1"=20'
<br /> 470 470 I „ °I XXX FINISH GRADE CONTOUR LINE
<br /> a '1 --- / 4 / % \ il I; ;: / ! / \ ! FIRE MARSHAL NOTE:
<br /> � ALL EDGES OF DRIVE AISLE TO BE INSTALLED
<br /> WITH "NO PARKING - FIRE LANE" STRIPING.
<br /> - GRADE BREAK TABLE
<br /> GRADE BR AK TABLE STATION ELEVATION
<br /> _ STATION ELEVATION 15+50.00 472.95
<br /> UiJJTJJJ .:. .
<br /> 5+50.00 472.59 15+77.50 473.50 1-- '
<br /> TAX SITEADDRESS.
<br /> 5+66.00 472.91 I 16+05.00 472.95 28052000203000 10521 19TH AVE SE 2
<br /> 5+93.33 472.36 16+31.19 473.47
<br /> 6+38.20 473.26 16+59.33 472.91 EVEREII, WA 98208 Li
<br /> 6+70.90 472.61 16+72.33 473.17
<br /> 460 460 UTILITY CONFLICT NOTE: ROAD &PROFILES FOR: 11.1 CC
<br /> �, o N CAUTION. sir•�� .f Western ,y �-
<br /> vi N E N N N QS NZ Engineers & (425) SILVER PLAZA RETAIL OFFICE
<br /> ,� ,� ^ ,� •^ ,� ,, ^ ,� ^ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND . ` f` A
<br /> V a• d• v d- `1' et V- vet- `- •4-4 -'- d• DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY
<br /> POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR i y/� % x '° Surveyors ���-2700 SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M.
<br /> TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 8-1-1 AND ' • z4' +
<br /> THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS rQ ;f5gg 4," CITY OF EVERETT, SNOHOMISH COUNTY, WA 0'
<br /> 5+00 6+00 7+00 15+00 16+00 17+00 TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES 3 • C,1 +�4 OS" SURVEYORS suRVEroRs•PLANNERS a ENGINEERS owN. BY DATE REV. BY DATE PROJECT MANAGER SCALE al
<br /> AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND SIpNAT,
<br /> WEST DRIVE AISLE PROFILE EAST DRIVE AISLE PROFILE ARE SUBJECT To VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL LAND USE CONSULTANTS JAJ 05/04/16 05 JAJ 08/03/18 J. JARRELL 1" = 20'
<br /> CONSULT WESTERN ENGINEERS & SURVEYORS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO " . CIVIL ENGINEERS 'a LAND SURVEYORS
<br /> SCALE VERT: 1"=50' SCALE: VERT: 1"=50' PROCEEDING WITH CONSTRUCTION. 08_OS_�/8 DWG. FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO.
<br /> HORZ: 1"=5' HORZ: 1"=5' *** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** , 151415ABASE.DWG JAJ N/A I5-1415-A 4 OF 7 •
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