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SW 1/4, NW 1/4, SEC.20, T.28N., R,05E., W.M.
<br /> CITY OF EVERETT, SNOHOMISH COUNTY, WA •
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<br /> 1 17 �.ri, „ ,, •�.. \ l
<br /> LEGEND• z L. II y 01 01
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<br /> � o ci ooi 1 / If �� / i tyx/
<br /> ® FOUND REBAR/CAP AS NOTEDso 9,.... ,,,,,:‘,.,,,I.,..„..,..,., r b
<br /> CENTERLINE v N „� ,�cos +- o ( I s if / I ,'m
<br /> 480 3.w op I cp i f� I :, 9
<br /> EX. STORM DRAIN CATCH BASIN (CB) `I, Q ec N 480 v)o Go I / 5
<br /> r-.N ti N 4o Q `, / r-`J (In I { / �..$ .I.,
<br /> a EX. SANITARY SEWER MANHOLE (SSMH) o , ¢ `� '�' p� / u> 1 ,;sM1
<br /> w o + s" ° �- / I { ASSUMED LOCATION
<br /> FE EX. WATER METER ? .�, '' " 2 p0 a '� °° / I / I / FOR NEW POWER � ) `$ G BLDG #10511 /1
<br /> > � / / / I�� VAULT. /EX. WATER VALVE o \ v' _^ /" I �<yG `VO y j FF=475.23 /{ I
<br /> f�' EX. FIRE HYDRANT o o � z -''� �l pp I I T --� P a e-,y'r° a¢ 31LF }2"0 h\ p0% .01:1<
<br /> 00� av- �-2• _ `_ , /� L1///// _/.Zes 0 / - ; //// // /1/////////////// ///////////////
<br /> 3. 3• 00z 2.0 p� Q0N I _ I / ���EX. GAS VALVE HOPE �.00 ~ 0% 2 2 / I I I �/I �- // /�// s`, �/r�_ I 7 - 45 \R _EX. POWER POLE >> » ! / = - _ 'II I \ ' " �;7 \ , o �__ J -
<br /> -�- 2.00 .,- 10LF 8 - , ' g-
<br /> C EX. UTILITY POLE ANCHOR e� HOPE 0 2.00Z - "•
<br /> -. Q 81E2 00% - 1 - _ s'� '=EG Li~ .19 _ hAmmar-
<br /> / 1 s 476-
<br /> 47D Q- 77L-F- - » I( IT-►4-I 1 W`� _ \ '�t VEG t \ r VEG ' /
<br /> T _ _ HOPE }3L�8" 470 - Q ./i IT-4-4-9
<br /> F7777 ) N HOPE ® 1 HOPE 2.00Z / / ( I - r W -- W ! I Q e \ \ N ' - \
<br /> EX. BUILDINGS ASSUMED DEPTH OF 0O _ ° / / ,o - = - - - -I n V G
<br /> /�L/� EX. SIDE SEWER '�'� ";, 4 - T C',#tA-TYPE 1 P ,,, _
<br /> \fir CB#8-TYPE 1 t� I r N / I z� �', d> /_
<br /> CRQSSJNG. N -- WyTRASH GUARD _ / "s / \ �_,r '`:�3" I /
<br /> STA: 11+10.6 I I n a,.' - _
<br /> °\ I Fr; \ - -.-- --1 \ I I / \
<br /> EX. CONCRETE CONTRACTOR TO _ Y TA: 2+43.?, RT=4.5 CB#d-7YPE I RIM=472.8 �l / / ` / `
<br /> VERIFY PRIOR TO FULL CB#I-TYPE l CB#2-TYPE I 4° ,�:R a 473.2 STA: 10+49.5 IE=470.39 12'0 (S) hir' ° I I / r . „fy'` l
<br /> DRAINAGE ,VSTALL. STA: 0+52.3 - ST: 1+60.3 IE 470,08 '3 0 (W) ( 1 \ \ ( I VEG
<br /> - MAJOR EXISTING CONTOUR - - RIM=470.3 RI -472.5 I LT=11.5 n 1 cB#b l
<br /> 28LF 12"0RIM=472.5 ,•m'�. I \ sr
<br /> - CB#4-TYPE:<iP , I / ( II ,.. \ I t E3 / �j 1
<br /> IE-468.22 12"�0 (E) IE=468.07 12"0 1E=469.28 12"0 S V G ( u, { -
<br /> - IE=468.72 610 (N) y._ (N>W,E) _ / P• F` ° / I I / / \ \ �Q I . r'
<br /> - - - - MINOR EXISTING CONTOUR HOPE 009� W OIL SEPARAT R; ) / n
<br /> - EASEMENT/ BUFFER LINE 6" DEPTH DEAD e ----F 0.50� STA: +33.1, T=4 5 '''' ''''N...
<br /> ' I
<br /> ii 10+00
<br /> RIM= 73.2 / In I I :� \ I N I ''--, 11+00
<br /> STORA E AT 0.50Z I,,-. , s \ CB#8 11-50
<br /> 2 SS - r EXISTING SANITARY SEWER LINE IE=469.88 8 0 (W,E) M a c� I / { I a -IV
<br /> WES END , iC_ I Iy{' I �\ - ,
<br /> Z SD G EXISTING STORM DRAIN LINE 460 -. - r CB#3-TYPE 1 D•S.# f' .: �' N\
<br /> S➢MH#1-TYPE Il 60" 460 : ;t;:.. i 1 a
<br /> SD #4-TYPE II 60" STA: 2+2+a 8 - al / I \ j
<br /> - W EXISTING WATER LINE CONTROL RISER V WATER QUALITY FILTER RIM-472.9' :; . / I ''i I } ° I / In
<br /> WC CB TYPE I W/SOLID LID �W SOLID LID tE=469.29 12 0 N,W "s >r4ir
<br /> G EXISTING GAS LINE o / ( ) �+ S tr as M� rn / �' I / �' \ / I /
<br /> ST?; 0+26.9 STA: 0+52.3, RT-10.0 R'�pSTA: 1+29.5 IE=469.62 8"0 (E �r "' :� ni ,� \ / L I D.S. 4 -
<br /> RIM=470.5 - RIM= 71.9N. rl .,• ms,:� -
<br /> r I \ . / +�, VEG
<br /> UHP EXISTING OVERHEAD POWER LINE L.T=0,6' � � �- `, .d.
<br /> RI,n=469.50 IE=462.50 12 0 (W) `; IE=467.45 12 0 (WE) SDMH#3-TYPE II 60 r
<br /> EXISTING PROPERTY LINE IL=464.25 8"0 W tE=462.50 48"0 (E) 2 .j;� 0 " r- _ ` " °
<br /> ( ) a IE-4 5.12 12 0 C) W/SOLID LID I •.;. 4 I / t ° �' 11 '/'��PVLc�2 ooi 1 I. f / c�,
<br /> - - - RIGHT OF WAY Ic-461,05[12"0 (N) STA: 2+01.3, RT=10. 4 / Ir 11 e a I / /
<br /> SDMPJ TYPE II 60" ` / �,:;;''° N
<br /> "<k 1+00 11+50 - ` -
<br /> LE=460.95 12"� (s) RIM=473.4 10+00 / I w �� I__ I ` -
<br /> - ___ _.
<br /> EXISTING LOT LINES lE=461.10 12"0 (E) S A: 1+ 9.3, RT=10.0' 1E=462.70 48"0 (W) NORTH DRIVE AI L� / T // �1{ ` ` ° / '
<br /> //// //// //// EDGE OF PAVEMENT f r' OFIL ' f 1 / ;<., (o N `\ e 26 F 6 0- ,
<br /> IE=464.92 12 0 (N) :. 0 l Er I
<br /> » i `• I °(_ \ PVC 02.00X \ / \
<br /> " SCALE VERT: 1"=50' " - \ ,
<br /> s IE=4 2.50 48 0 (W,E) , : ,. ,, - n �j VEG
<br /> ® PROPOSED CATCH BASIN (CB) HORZ: 1"=5 : ' :. --- 4 D.S. 3
<br /> PROPOSED STORM DRAIN MANHOLE (SDMH) ;4,K \
<br /> � J PROPOSED DETENTION ACCESS w aoc`l Po ,�In NIn Cy in.
<br /> ° // C' I / .rd ir E \\ I 1 \ I g11AG - - _ CB#7
<br /> ®SOLO PROPOSED STORM CLEANOUT tl-- * N. r v� htl- ro. `r° "' I\ '1Nr '' / ° I 1 D.S.#1 ( p C.
<br /> _ 9
<br /> II D.S.# PROPOSED DOWNSPOUT ' N, < / � �,
<br /> PROPOSED SEWER CLEANOUT ''':‘,:',N... / n \ ' PROPOSED I I 1 I / / { E CB#5 l, to'c0 V)
<br /> n % «s n
<br /> .
<br /> *``;', KN / ,,'. MONUMENT SIGN/ is I f 26LF/6"0 ;,a I '
<br /> 0+00 1+00 2+00 2+75 ' ;^, a II / °; I PVC ®2.00% /
<br /> ® PROPOSED WATER METER v / r -
<br /> x J ( o ir, I
<br /> Al PROPOSED FIRE HYDRANT SOUTH DRIVE AISLE PROFILE � r n r f Q
<br /> EX*S it s ® �,G REQ Tt P IO `REA�� a} .
<br /> SCALE: VERT: 1"-50' 4 ,' ��}
<br /> p. PROPOSED FIRE DEPARTMENT CONNECTION HORZ: 1",,--5'
<br /> RIM=470ti3g'. / r; I T YT`�z l / \
<br /> I i IE IN(N)=449.9f / o `"T� a°
<br /> IE OUT(S)=449.67":, g`°" / / q v
<br /> �I 1� PROPOSED BUILDING WITH OVERHANGS f , _ _
<br /> tE tN(w)=4 / r' iY i , a -, VEG- �. EGA :„) a
<br /> 49.96' 6'0 `�PROPOSED CONCRETE ` ' " :;
<br /> / PVC 02.00� �. ___- 1
<br /> SD PROPOSED STORM DRAIN LINE w 3 c \( N.
<br /> TER QUALITY`"'• '
<br /> / II 0+00 / , TREATMENT FACILITY
<br /> �S - PROPOSED SANITARY "s ° '�� " '� " _.'SDMH#4
<br /> 2+00 TARY SEWER LINE r _ I �► ® , B� _- 2+75
<br /> �cs SS SS , c
<br /> W PROPOSED WATER LINE w a ��, ��Q 11 i, fI S' SDMH#1 SS _p ._ �.
<br /> EX CB .. /1 ° SD�Yitl#2 \ CB#3 .Cl _ VEG i
<br /> d Z �'- CL h �F�'a S� a rr
<br /> .3 RIM=469.96' ''''; 1 I „ t d;, �, \ CB#4 p
<br /> w r\ cr, w a cc o a 68LF 6 0 DETENTION PIPE yt, SDMFI#3 I \
<br /> 480 a - - - �, 480 o IE 8" RCP(E)=465,26',/`•' / cn
<br /> { 4<<, r' ( x� \ 63LF 6 0 DETENTION PIPE \ C6 4A
<br /> zp ® fl ;; ■i Q \14OLF 6'O DETENTION PIPE a
<br /> cc o of to, cc Q Q R z f CONTRACTOR'TQ.VERIFY + o 14-7;
<br /> w z °, 4 to r / ELEVATION OF EX SEWER TUB / � \ \,
<br /> 1
<br /> Q..
<br /> q 0 o,� z a• 69 CB TD FULL DRAINAGE INSTALLATION I / I \
<br /> ¢ = o 140LF 6 0 DETENTION PIPE ; I \
<br /> o x 5• FOR DRAINAGE CROSSING'P(I R z
<br /> `n o o 0 1 RIM 469.50 Q _ VEG
<br /> .F.
<br /> /�~ 2� rr, - IE 8" RCP(W)=464.25' r •�/ CONTACT ENGINEER OF RECORD1 uj I�--.�I_- -
<br /> �, ) IF ISSUES ARISE.
<br /> ® IE OUT S =460.95 ,, 1, \ (�
<br /> �z �. 009, 00% 2 40` ( ) / I ,i IY<" ,'f VEG VEG \
<br /> " 2.00% "2 007 2.00% ` 009,• 2.00 2• 00': 2.00% Z Op.� 2.00 G ,.,• ❑1 N VEG 11t �r� `- / : (J`1),. j 220.19- » ,., HP " .. .. ACCESS RISERS - T �- "^--"
<br /> 55LF 12 0 ,•,*f /$,;¢ MIN. IPE TEES TO N88'32'04 W
<br /> 12 0 55LF 1 t.00% HOPE 1 p0 t' � '_ Q(VNE PIPE ROWS J 2 MIN. SPACING (50 MAX DISTANCE FROM -
<br /> " 7815 " HOPE ' BETWWEN EDGES~ END OF PIPE ROW I 't
<br /> ELF 12 0 HDPE_�-1.00�d 470 � l"� GPS BENCHMARK / ( ) OF PIPES ) o 0
<br /> 470 - HOPE f0®% __-- �- �r ELE,✓ 469.50 NAVD 88/91 O . E DS OF PIPE o
<br /> T tFr A / '/ PLAN VIEW
<br /> T CB#8-TYPE t f { j E r,; SCALE: 1"_20'
<br /> I CB#b-TYPE 1 - STA: 16+59.3 f: I / °
<br /> j QB#S-TYPE I STA 6+7Q,9 CB#7=TYPE t RIM=472.8 .F:; /
<br /> STA: 16+05.0 `" ° I '`''
<br /> TA: 5+93.3 RIM=472. IE=470.39 12 0 (S) ;'a Y / '<=¢
<br /> CB#3-TYPE I RtM=472.8 \ o '
<br /> /M=472.3 IE=469.2812 0 (S) STA: 15+50.0 IE=469.84 12" (N,S) ,,i;/4? I 1 z,,'•
<br /> T CB#2-TYPE I IL=468.50 12"0 (N, ) ,nk, RIM=472.8 Yv' - / ° ' 'Cy
<br /> STA: 5+50.0 I -469.00 6"0 (W tE-469.29 12"0 ( ,W) s ,� / / l II / I ,. {� "
<br /> RIM=472.5 IE=469.62 8"0 (E rx
<br /> IE=468.07 12"0 'N,W,E)
<br /> 'r
<br /> 4 ` ROOF DRAIN -_ ,•zN..
<br /> 6 0 DETENTION PIPES °`'� STRUCTURE TABLE HARDSCAPE AREA TABLE:
<br /> >
<br /> ' PROPOSED COMMERCIAL ROOF = 9,836 SF.
<br /> 460 460 PROPOSED PAVING AND CURBS =22,430 SF 'h':
<br /> ?<� STRUCTURE RIM INVERT ,,•,
<br /> to tO CO m cn o �+ cv tl `nn o cc, o� *iY m SDCO#1 472.1 469.16 *PROPOSED SIDEWALKS AND STAIRS = 624 SF. ,,
<br /> t i Mi (NI ujtNi ui r.j ,ri -4: ,ri g" TOTAL =32 890 SF.
<br /> * 1.6
<br /> r' ram. * rr`, N..ti w",'' r D.S.#1 472.3 469.6$ "tip..
<br /> * ity *PORTIONS OF SIDEWALK/STAIRS COVERED BY /;1
<br /> 2' D.S.#2 472.6 470.80 (.
<br /> %',ff ROOF OVERHANGS ARE NOT CALCULATED :,: " u q
<br /> D.S•#3 474.0 469.86 1.k BENCH-MARK
<br /> 5+00 6+00 7+00 15+00 16+00 s 'Y 17+00 ©•S.#4 474.0 470.38 TOTAL NEW/REPLACE IMPERVIOUS - 32,890 SE , ,,; „� , E EV 469 50'
<br /> t4 4��Y ,., VERTICAL DATUM: Y m- tl
<br /> WEST DRIVE AISLE PROFILE EAST DRIVE AISLE PROFILE E \.}k NAVD88
<br /> SCALE: VERT: 1"=50' "
<br /> SCALE VERT. 1 =50' SET MAG NAIL ON WEST SIDE OF 19TH AVE SE IN SIDEWALK
<br /> HORZ: 1"=5' HORZ: 1"=5' `,
<br /> EXPANSION JOINT 0.50' WEST OF EAST EDGE OF CURB
<br /> 4 '`� - RAPID STATIC GPS COLLECTION UTILIZING THE LEICA TCRP
<br /> ��
<br /> it
<br /> '',:y, 1205 TOTAL STATION WITH POST PROCESSING BY OPUS.GOV.
<br /> �. '` \; SCALE: 1" = 20'
<br /> : :; O 20 40
<br /> f e4 =
<br /> .f=f, v.��,t
<br /> ° ar, t _TAX ACCOUNTN©.(S): SITE.ADDRESS:
<br /> s. ;, 28052000203000 10521 19TH AVE SE
<br /> A `' EVERETT, WA 98208
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<br /> r UTILITY I�'rON�'LICTNOT :• i ` :':. ,ROAD, DRAINAGE r UTILITI'PLAN cf PROFILESFOR:
<br /> CAUTION. Western - -_
<br /> o ��s •
<br /> 't THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND / ' d r , Engineers,
<br /> (425) � ��/ PLAZA ��{ d �j ,PT OFFICE
<br /> j �j
<br /> DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY � +� or4 Inc,® 5 ®'+�7t.OV SW�1�/4 NWT/I IA 11�E�[.2�L 1T1.2L�1N�X R.�I�El, LW.LM,
<br /> POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR 4 , ,r46 '¢
<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 4 •g - CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES 9"�4, 45844 �, SURVEYORS e PLANNERS a ENGINEERS
<br /> AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND +1'S4 STt.T.P.krs' LAND USE CONSULTANTS JAJDWN BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL LAND
<br /> 05/04/16 02 TAS 01/25/17 J. JARRELL 1" = 20'
<br /> CONSULT WLsitNN ENGINEERS, INC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CIVIL ENGINEERS e LAND SURVEYORS DWG. FILENAME CHK. BY F.B. NO. JOB NO. SHE NO.
<br /> WITH CONSTRUCTION.
<br /> 0 -- 02,-1-; *** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** 151415ABASE.DWG JAJ N/A 15-1415-A 5 OF 7
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