|
SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M.
<br /> DETENTION PIPE COVER NOTE: D0S71NG GRADE EXISTING GRADE CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> PLAN APPROVED
<br /> COVER ABOVE DETENTION PIPE AT CENTERUNE to AT CENTERLINE t,j
<br /> -% S ES
<br /> VARIES 2.0' TO 4.0' (MINIMUM z z,..,
<br /> 2' INCLUDING BASE COURSE PROPOSED GRADE c) PROPOSED GRADE '
<br /> AND PAVEMENT SECTION). AT CENTERLINE- L4 AT CENTERLINE 1') ,,,,,...•(9.
<br /> i. r„.sEt-DlfR 3N4F ,
<br /> ‘,411:25-Osillt.(5)ig
<br /> ,PUBLIC., WORKS
<br /> -4E N N co' N tra to
<br /> 480 1 480 •-",;1 0-• 1-
<br /> (4 tt c•i R N L C)N
<br /> I 4-42' LARGE LINEAR SAND ,,r`c co ,Q 1- Q••a •-..,c r> + ct f.r.5 D , AG
<br /> N h.,v) 5 N 0
<br /> FILTER, SEE DETAIL, SHEET 6 c%! .‹
<br /> '' a g DEPARTMENT
<br /> / 1 ,' . I / . \* I WATER
<br /> 4
<br /> Lu 1+4
<br /> Z I-.'•-• i Nc
<br /> 'E. 2 0°% z 1...•-- ?.‹.. 2 00% ' / M\
<br /> 4,_ A PUBLIC WORKS PERMIT IS
<br /> qoPC1 0
<br /> ------------ 14')
<br /> C2'
<br /> CS
<br /> _X /----- • I II 1" • \
<br /> 4 1 \ „ ,7 I , I lei lei SLWER REQUIREL+ PRIOR TO STARTING
<br /> ..4 X
<br /> 1.. .'I N.1-
<br /> 414 • it /11 ANY CONSTRUCTION ON THIS
<br /> a. + it ,-- 11 PROJECT. APPROVAL FOR THIS
<br /> ...A Efl /7 PROJECT IS CONOTTIONAL PER
<br /> 0 0 0 0 / :: i r` Tjd ../i,
<br /> sc 4t. Et _.2' MIN. zl--
<br /> COVER I
<br /> 1 ""2.00z 00%2•000
<br /> 2.00500200°
<br /> --'"?' at • ° ' a.a • 0 it 1 , a i I „.... ,..--• _,,_
<br /> G \'‘j CURRENT CITY STANDARDS AND
<br /> I--c•r) I--C•f) tt it ,/ 1 -- EXPIRES q-zs-zoicium.Ess
<br /> • cn to 5.00Z 2 ----- 5.00X it PERMIT FOR CONSTRUCTION HAS
<br /> I • ti EtZWEER BEEN ISSUED.
<br /> 1000% MAX tO7' 10.00Z MAX 4. % -
<br /> HARDSCAPE AREA TABLE .
<br /> 1 ti\ I : I ii 00 .. . .\: .t. . .-..--1.
<br /> 1
<br /> 470 ---------, _, 470 ----------, \ , 0
<br /> i, •
<br /> * TOP LIVE = 469 91 TOP LIVE = 469.91 PROPOSED COMMERCIAL ROOF = 9,300 SF. 1 0 lit r
<br /> It I ASSUMED LOCATION /. . .„........mairzim7z/zz/zottzzz2BL z/DG z/#105/1 zzl Dzzzzzz4zzzzzzzzzzzz/ .../1 41,
<br /> ASSUMED DEPTH OF 0 TCB#6-1YPE 1P PROPOSED PAVING AND CURBS =22,430 SF. a
<br /> ,
<br /> *PROP9SED SIDEWALKS AND STAIRS = 572 SF. • - ii ii
<br /> L
<br /> 0 ii i le
<br /> 4 . \I\ VFAOURIINEW POWER ril ,
<br /> I/ izi
<br /> EX. SIDE SEWER , .. .. .. - W/TRASH CARD TOTAL =32,302 SF. II II FF=475.23
<br /> CROSSING.
<br /> CONTRACTOR TO 55Lir 1216 6'0 PIPE MANIF.L.D *... ''''''''''''''•-•-•„,.. STA: 2+43.1, RT=4.5' o 0 11
<br /> 0
<br /> 0 I 0 PFN
<br /> - VERIFY PRIOR TO FULL RIV=473.2 *PORTIONS OF SIDEWALK/STAIRS COVERED BY . ii
<br /> . 0
<br /> II u i
<br /> CPEP 0 0.60X DETENTION SYS 1E-470.08 00 (w) ROOF OVERHANGS ARE NOT CALCULATED • _Z Z./
<br /> DRAINAGE t STALL 11
<br /> • SAND MR? CBE-TYPE I
<br /> ST RA:m.0+44720:20 •W uf FOI WA MAIN:: _ _..1
<br /> - --- "7 <------
<br /> 55LF 1 2'0 I3AFFLE=464.16 BOTTOM LIVE = 4 SI BOTTOM LIVE = 464-.41 (SIDE SEWER CONNECTION)
<br /> - TOTAL NEW/REPLACE IMPERVIOUS ---- 32,302 SF. INSTALL REPLACE ASPHALT-II - ii I
<br /> 1 r I 104 • a , -- 1
<br /> CPEP 0 .60X ° -4.747-e--VF:gry•-7-,•,,-' 3°TT°M DEAD ''''' 4'191 6D DEAD lE=457.56 12°0 (E) BITTOM DEAD = 463 91 AND SUBGRADE TO EX.0 ii 0 IV 4" . - ---- ±- 476- - ----- -J
<br /> (I r(,••••••••• •V-..•••ti•f';414. _ CO 1DITIONS.I;,
<br /> -•••=1.g6,'0 '1'.4>14'4 STORAGE IE=468.06 6"0 (N) ROOF DRAIN ,,, I ii "
<br /> II p,
<br /> AM/
<br /> 1 eiik:fiff.V."111, - - 1 zy 1 2'0 -- 0 ,
<br /> . / 0. 1 11 ., S/W- '.• ..° , • 4. --
<br /> ` ------ "o'' 1, • CPEP 0 2000. STRUCTURE TABLE ,,,0 NUM - ___--j,_ Minn 01-----:-.. .• . V\G . -
<br /> HO DM=461.40 SDMH#3-TYPE II 72" SDMIP/4-TYPE II 72" SIMMS-TYPE II 72r 4 • •/, • 11 ... A . .... ,/
<br /> 460 - 460 . • o Ii:Pli j 1' i 'II
<br /> IF'44.:1.3:71P c'11°4 11 19 Eici:#3 I) /
<br /> 5t.i.e_ \I 1:1 VE G
<br /> • - SDMH#2-TYPE II 72 STA 0+89.2, RT=1.5' STk 1+60.3, RT=1.5' STA: 2+20 8, RT=1.6' STRUCTURE GRADE INVERT d / lin it
<br /> 3LF 1 2"0 CONTROL RISER' CPEP470IF5.1020"X0
<br /> RIM=471.7 RIM=472.5 RIM=472.9 --- • 0 0
<br /> D.S.11 471.8 468.54 . 4 it „ 1 4,,,
<br /> /
<br /> 11 ±.; i/4-00 445 1 l 1 50
<br /> EX CB-TYPE I CP P 0 0.60Z W/SOUD LID lE=465.21 12'0 (W) 1E=468.05 12'0 (N) IE=468.05 12'0 (N) 0
<br /> , D.S.12 472.3 469.00 N'11.• . 41 ' ' :1 it NEW GAS LIJE III
<br /> STA: 0+26.9 VA: 1+43.3, RT=2 i 5' IE=463.91 48"0 (E) IE=463.91 48'0 (W,E) IE=463.91 48"0 (W; \ . '\I 11111111111111111 1 8 4 .H• 6.0‘
<br /> LT=0.6' SIMH111-TYPE II 48" Rift 4=473.3 D.S.13 472.6 469.74 • . r II II LOCATION < \
<br /> RIM=469.50 W/SOLJD LID 1E6464.41 12"0 (W) . • : II I A • I D.S.#4 Ilk 4.I : P.
<br /> D.S.14 472.8 470.34 ' " II I III 0 ' 1 1 4 \ ..t. =
<br /> IE=464.25 no (W) STA: 0+76.6, RT=27.5' 1B463.91 48"0 (E)
<br /> - D.S. 474.0 469.78 0 ' ii (i I \ 10+00 : 1 . \ _
<br /> • Art- \
<br /> lE=461.05 12-0 (N) RIM=472.0 1 0 0 . . I
<br /> \
<br /> . lE=460.95 12"0 (S) IE=461.38 1 2"0 (W.E) D.S.I6 474.0 470.54
<br /> Ni ii 11
<br /> c-9 1 :: I: '
<br /> • •-1 W ZI
<br /> . I • 111,prr -
<br /> lE=461.05 12"0 (E) lE=463.55 6"0 (NE) (VAULT FOOTIIVG DRAIN) . D.S.#7 474.0 470.96
<br /> • EB ti \ . .
<br /> IE=464.31 12'10 (E) D.S.#8 474.0 470.52 0 - \ cr..,,
<br /> 1 " [1._ - 1 1:47 1,;. \ a
<br /> 4
<br /> I /
<br /> 3OLF 6-0 \
<br /> lei 1>1 EEi 1 il: 11 ., . 6 .:101 /
<br /> II II PVC 0 2.00Z \
<br /> ) .
<br /> /
<br /> 450 • 450 lel , a. \ I I . X / ,
<br /> . • II
<br /> 1 :Ili ' 111:111: 0 i
<br /> II \ D.S.17 ' . 1 / DAYLIGHT ALL WALL" i.
<br /> si 41 . I /101113101111111
<br /> to t., a N, t•••, lo .. it 11.1
<br /> \ 1r 1111111111111i. 41A /
<br /> N. `4•• wl Ni i::, to Cc. N t,., tO NI tn * 'tl•• Icy Ni 2 N, c.... N, u .. FOOTING DRAINS TO SHEET
<br /> 6 t"' 0 Pl. tci rri tcl r`:: ki 0 i3 0 0 r' . 0 Pi. in 2 I.. nr•-•
<br /> iii11111111110; .. /
<br /> ..4- ..,. "4- -4. 't- -4- '4- el- el- "I- et- et- eh v. et• et. et. ..i.. et- el. et . lb
<br /> t bi I z 0 •.
<br /> 0
<br /> 1, 1
<br /> I 44 II i 0 = 41 I iF 311, '.74 I i N.,
<br /> I .. , :: 1 /0 i 0 111 ..'
<br /> - t a l,--14- li I i zi
<br /> • niu \ i PVC21O2.060.Z° "I IN-.\ 1: • II rtzi PA',
<br /> 0+00 i+00 2+00 2+75 0+00 1+00 2+00 2+75 101 L II 111 "Ii- (° 0, ( is wf-A".±t- _OR vEG
<br /> STRUCTURE LID NOTE: r • NI
<br /> . , , ..,.. ,,,,,,, .
<br /> 0 It )1 - Ul"'1 37LF 6'0
<br /> Z \ D.S.#0 • \
<br /> \ .k'.:4I. 1 8() - - --- r-- -
<br /> SOUTTI DRIVE AISLE SOUTH DRIVE AISIT ii PVC 0 2.0QZ \ 1I.
<br /> UNLESS OTHERWISE NOTED ALL A 11:: n tt \ '1 \ i •
<br /> DE1 ENTTON OUTLET PROPILE DETENTION INLET PROFILE DRAINAGE STRUCTURE LIDS ARE TO \.. . N I is 1,
<br /> L.-., II It / \ \ Fr '1 '
<br /> BE HERRINGBONE GRATE. REFER TO a N I• i" i •is a. \ '
<br /> • li 7 l ' - •
<br /> SCALE: VERT: 1"=50' SCALE: VERT: 1"••=50' STRUCTURE INFORMATION IN DRAINAGE . I /
<br /> 6 IP.542
<br /> ) II " / 0 '1.\. CB#4
<br /> HORZ: 1"=5' HORZ: 1”--,-.5' PROFILES FOR OTHER LID TYPES. \c:1 :: t; •A\ ----_ _.- -_ 1
<br /> -•-•._ * --- --,,S
<br /> I nr•N' ' 38LF 6.0
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<br /> co
<br /> 4 14:1 MONUMENT --) PVC 0200% ) W 1.
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<br /> L. cn a (A SIGN , .
<br /> zt Li (In \"' - 0 i r lb i „n% E,3 CB#2
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<br /> li al • 25LF/6-0 ...- .I •cp - 0
<br /> CS C°11 .
<br /> a to
<br /> a :: Il I ..4 fC;>< ' Mr at 2.00%
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<br /> Fet,44 "1 Y LI N C 1 R•O's , s 1 • - - 1 • \ i
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<br /> -, W-n ---=°4 480 - cp' c>gs •.-- EX SSA/1H 4 • it it
<br /> -----, 6t•44 • 4 t• 4$44**444
<br /> v)*-• 0 + to Et tV)
<br /> EXISTING GRADE c)tr) to '• '7) EXISTING G''DE RIM=470.39'
<br /> >, .., • + 1 : I :: , d a I. ., kila:Nritil FPArixo '°RR ..!ii,o,'AV .g.:As..#4.. 6, S . ..:. i ..,.. ..,.... .0.2,..
<br /> • o ti 2 :a b.,cz) 4 , • 1 0 H . . k .. ,
<br /> AT CENTRUNE (0 IE IN(N)=449.91 ‘
<br /> INSTALL ASPHALT 1 0 11117 '- illni • I ' .-- • '''' '
<br /> fop,, 1.:.1.• CC 0 f:15 zo- Q. i: x to AT CENTERL NE t. ecl \ ,
<br /> 3 i-- q tO 01:t a 8.C.'. 0...2"2 ,,,,05 L!.5 PROPOSED G".0 E IE OUT(S)=449.67' .. BERM TO DIRECT tow mik.w
<br /> a. (n ce cs , + PROPOSED GRADE 0 -I-
<br /> P a -(/) AT CENTER E 5.11 IE IN(E).450.03' ill 1 ' . ---""41111111.111.1111111..mminm...__
<br /> 4) RUNOFF TO CB/1 1 -110744 1.11141111111111211'`-- ., i
<br /> c'• -7- m It) AT CENTERUNE ,>c I:( 0 .,....x 1
<br /> -- -- ET,N EffilSS 0,ss.Nvi-p'177:11.....ardlimenr_4:mirislis;el... 1 _ `1111111111Mili
<br /> c:) IE IN(W).449.96' 1,
<br /> r i it 51911111 ss 1111111111111mt
<br /> , .....----- EXIST7NG GRADE 20% 1"(;3 x _____ • v) ii ii I '
<br /> 51:6 0 DETENTIO2N+P°./:\E rSSIallet."..
<br /> dip, it S5 1.1
<br /> -200x 2.00% -2•09Z'ZOO P' ,..re. i .3411111,2p,/?/20.00z mi 7
<br /> ,... 4.1. -'"Rill11111112LF 6vE7GDETENTION PIPE ° 11111111111111111=1
<br /> ...2.,„,...i.-0-0,,,, _20.„,,,. 2.00% --zoar zoo •00.1' 2•00% -2.00 2.00% -2.0ux 2.00x-,.
<br /> ss Al .
<br /> ' 411 - „ s „ .oh.s. , .... , SDMII#3 6.1 ammummummumeniimmor+00
<br /> -2.00X -2.00X EX CB . •4'. • If :I, VE'
<br /> PROPOSED GRADE N WI I \ MI
<br /> pg.F- 12°0 55LF 12.0 RIM=469.96' . a \ - \
<br /> AT CENTET?LINE 12°0 ,, 1.00% 5LF 12.0 , ,, 6, top IE 8' RCP(E)=465.26' •4 '• Pv II: 1111 II 1110111:111. --- S '% -'' ' \_ \CB#6
<br /> 122 F 6'0 DETENTIoN PIPE Adell111.111111.11111
<br /> 470 :
<br /> ( 470
<br /> - 0011111111 1111111111111 . ,
<br /> .- CONTkACTOR TO VERIFY 0 im ‘
<br /> :;1111111111111:1111:1:1111:11:161. \
<br /> i •,..ANNIMAINAMII
<br /> 1II
<br /> CB#5-TYPE 1 ' • ' ELEVATION OF EX. SEWER STUB } A ,
<br /> i 031/3-TYFE I EX CB •
<br /> /-' FOR DRAINAGE CROSSING PRIOR I r . I., ----- 41110.11111111111111MInillillillialfri 4•11.11111110miummimmumnawismr4wtAllitigiriallii."11.1111.1111111111111111111111111111airallall.11111111111111.11"1.1 ''' G
<br /> CB#3-TYPE I 1 C73#5-TYPE I 1_01112-TYPE I STA: 6+7 .9 03#4-TYPE I STk. 16+59.3
<br /> RIM=472.8 RIM=469.50' .
<br /> TO FULL DRAIN:GE INSTALLliATION. I , IIMMIRMII ,
<br /> IrA
<br /> 5DMH#1 ' ''''' IIINIIIIIKIILIIIMMIIIIMIIIIMIIIII.jjlkIIIIO'4a •69LF 6'0 DETENTTON PIPE1 I i k. \
<br /> STA: 10+49.5 STA: 11+10.6 'Tk. 5+93.3 RIM=472. STA: 16+05.0 IE 8" RCP(W)=464.25' 4,-. _...." CONTACT ENGINEER OF RECORD 1 ri. , 1 1
<br /> . 7 ,
<br /> LT=11.5' RIM=472.8 RIM=472.3 IE=469.28 1 2"0 (S) RIM-472.8 4.,,.,------
<br /> 1 IE IN (N)=461.05' IF ISSUES ARISE. 1
<br /> • RIM=472.5 IE=469.15 12"0 (S) Iff=468.50 12.0 (N,S) IE=469.78 6.0 (W) IE-468.60 12", (N,S)
<br /> • VEG //.
<br /> IE OUT (S)=460.95 , ..
<br /> IE=469.28 12.0 (S) 1 I ik‘ IE--469.00 6.0 (W) I J iiii ti n
<br /> 1 121 '• (10' MIN.)
<br /> ..1, a . . i „ 0....ip
<br /> . 220.19'
<br /> • lE=469.78 6°0 (W) \ ....t.,N HP wil °
<br /> I 6'0 DETENTION PIPES h 6'0 DETENTIO PIPES . II d it t,
<br /> li * ".••
<br /> li • 1 N88'32.04 1 2' MIN. SPACING
<br /> DMFI#4-TYPE II 72. SDMH#5-TYPE II r2" -, II 0 ... I INSTALL 6.0 FOOTING DRAIN
<br /> . ii ii 48"0 MIN. PIPE TEES TO
<br /> 6.0 FOOTING DRAIN STA: 5+48.5 6.0 FO•i NG DRAIN STA: 2+20.8, RT 1.5' 1 d,
<br /> Ails* GPS BENCHMARK a II H
<br /> 1 11 ' I 45'aU14EAR SAND FUER AROUND DETENTION SYSTER c, OF PIPES u c.) czi CONNECT PIPE ROWS
<br /> ii SEE DEM., SHEET 6 CONNECT TO SDMH/1 czi
<br /> 460 460 RIM--472.5
<br /> IE=468.05 12-0 (N) 460 RIM=472.9 -*All ELEV 469.50 NAVD 88/91 ' • s, is ±
<br /> .pr nin + (EACH END OF PIPE)
<br /> IE=468.05 128'0 ). " i . in
<br /> III
<br /> IE=463.91 48.0 (14,E) lE=463.91 48"0 W) / T . 11 ii
<br /> I • CONTINUE DETENTION PIPE CSBC ACCESS RISERS, SEE
<br /> COMPACTION TO EDGE OF LINEAR PLAN VIEW ACCESS DETAIL, SHEET 6
<br /> NI 8 -4- 11 N 0) u) 0)
<br /> tO to 43 C:/ eV
<br /> tr) 0 et• (-4 to to c)
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<br /> -ir •ci- * .1- -4- .4. ...4- V- ‘1- •et• 'N• .1. .4- el- '4- NF• 1•4• •.1- •.:1- l'''
<br /> .4. ••t• et• •••1- \ • ti it SCALE 1 =20'
<br /> UFTS TO 90% MAX. DENSITY. ' A
<br /> 0 0 ,t•i•
<br /> \I
<br /> ii II /'1 D 114 4
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<br /> I . r--/, ii i: / 1
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<br /> / ' : ..<,'*/ / ----1 II ll / ,
<br /> 104'00 1/÷00 1 1+50 5+00 6+00 7+00 15+00 16+00 17+00
<br /> NORTH DRIVE AISLE PROFILE WEST DRIVE AISLE PROFILE EAST DRIVE AISLE PROFILE tif Oil
<br /> SCALE: VERT: 1"=50' SCALE: VEf?T: 1"=50' SCALE: VERT: 1"=50' I'LPE SPECOCATIONS: STRUCTURE SPECIFICATIONS: lily
<br /> 1. PIPE MATERIAL, JOINTS, AND PROTECTIVE TREATMENT SHALL CONFORM TO THE 1. MANHOLES, CATCH BASINS, AND INLETS SHALL BE CONSTRUCTED OF PRE-CAST
<br /> REQUIREMENTS SET FORTH IN SECTION 9-05 OF THE WSDOT/APWA STANDARD UNITS IN ACCORDANCE WITH THE FOLLOWING STANDARD DRAWINGS:
<br /> STREETS AND RELATED GENERAL DRAINAGE NOTES: SPECIFICATIONS. THE FOLLOWING PIPE MATERIALS ARE ALLOWED FOR USE IN ITEM SECTION
<br /> WORK .NOTES PIPE SYSTEMS IN THE CITY OF EVERETT; OTHER PIPE MATERIALS MAY BE MANHOLES 605 THROUGH 607
<br /> LEGEND 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE APPROVED ON A CASE-BY-CASE BASIS: CATCH BASINS 402 THROUGH 405
<br /> UNTIL. IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. A) PLAIN CONCRETE PIPE (12 INCHES IN DIAMETER, USED ONLY FOR • INLETS • 401
<br /> . 1. THE WSDOT/APWA STANDARD SPECIFICATIONS SHALL APPLY UNLESS • 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND • DRIVEWAY CULVERT) • Si LP'S AND LADDER. • 608, 609
<br /> '
<br /> , e FOUND REBAR/CAP AS NOTED EXISTING PROPERTY UNE' OTHERWISE STATED BELOW. CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD 8) REINFORCED CONCRETE PIPE FRAMES AND GRATES 406 THROUGH 412
<br /> T• • CENTER UNE - -•- --- -- .- RIGHT OF WAY 2. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE OPEN CUT SHALL BE
<br /> A NEAT UNE MADE BY EITHER SAW CUTTING OR JACKHAMMERING A • SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). C) DUCTILE IRON PIPE
<br /> •3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE 0) GALVANIZED OR ALUMWIZED CORRUGATED IRON OR STEEL PIPE, CLEAN-OUT • 421
<br /> 2. CATCH BASIN (OR MANHOLE) DIAMETER SHALL BE DETERMINED BY PIPE SIZE AND
<br /> INN*lc IIIIIIIIIIIIIIII...,,&Alm IIIIIIIIIIIIIIIIII
<br /> C:
<br /> EXISTING LOT UNES CONTINUOUS LINE SAW CUTTING WILL BE REQUIRED UNLESS THE CUT IS RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE TREATMENT 1 THROUGH 6 (NOT TO BE USED IN CITY MAINTAINED ORIENTATION AT THE JUNCTION STRUCTURE A PLAN VIEW OF THE JUNCTION ,0-it-•;0111SIk fit " 2f
<br /> C7 (C
<br /> t,-.;11.11111111 = .tor,of
<br /> EX. STORM DRAIN CATCH BASIN B) MADE PRIOR TO RECONSTRUCTION OR AN OVERIAy. FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILMES SYSTEMS UNLESS APPROVED W ADVANCE BY THE CITY ENGINEER) STRUCTURE, DRAWN 7'0 SCALE, WILL BE REQUIRED WHEN MORE THAN FOUR
<br /> SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE • E) ALUMINUM STORM SEWER PIPE (NOT TO BE USED IN CITY MAINTAINED • PIPES ENTER THE STRUCTURE ON THE SAME PLANE, OR IF ANGLES OF 0 20 40
<br /> • 0 EX. SANITARY SEWER MANHOLE (SSMH) //// //// //// • EDGE OF PAVEMENT
<br /> 3. TEMPORARY PAVEMENT PATCH SHALL BE ACCOMPLISHED BY USING COLD MIX CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SYSTEMS UNLESS APPROVED IN ADVANCE BY THE CITY ENGINEER) APPROACH AND CLEARANCE BETWEEN PIPES IS OF CONCERN. THE PLAN VIEW
<br /> EX. WATER METER CI PROPOSED CATCH BASIN (CB) (MC 259), ATB OR STEEL PIATES. SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED F) PVC PIPE (SDR35, ASTM D3034 WITH 3 FEET OF COVER, MINIMUM) (AND SECTIONS IF NECESSARY) MUST ENSURE A MINIMUM SOLID CONCRETE WAll.
<br /> XI ft'-,
<br /> •
<br /> • EX. WATER VALVE 4.,,,, • • PROPOSED STORM DRAIN MANHOLE (SOlvfH) 4. PERMANENT PA/EVENT PATCH SHALL BE AS SPECIFIED ON STANDARD
<br /> •DRAWING Na 316. EXTRUDED CURB SHALL BE CONCRETE PER STD 305 E. CONSTRUCTION ON THE PROJECT. • G) CORRUGATED POLYETHYLENE STORM SEWER PIPE, WITH SMOOTH INTERIOR • DISTANCE BETWEEN POPE.OPENINGS OF 8 INCHES FOR 48 INCH AND 54 INCH
<br /> POLYETHYLENE THE
<br /> AS THE PIPE. ,
<br /> CATCH BASINS AND 12 INCHES FOR 72 INCH AND 96 INCH CATCH BASINS. -..*
<br /> ..
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE • 2. COUPLINGH HIGH-DENS At-. BENCIIIVARK
<br /> STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION3. CATCH BASIN EVALUATION OF STRUCTURAL INTEGRITY FOR H-20 LOADING MAY BE 1%," ELEV=469.5'0'
<br /> RUBBER GASKETS, METAL CASTINGS, REINFORCING REQUIRED FOR MULTIPLE JUNCTION CATCH BASINS AND OTHER STRUCTURES. •
<br /> O
<br /> te, EX. FIRE HYDRANT 0 PROPOSED DE7ENTION ACCESS 5. WHERE TRENCH EXCAVATION EQUALS OR EXCEEDS A DEPTH OF 4 FEET, THE 5. ALL CATCH DASIN GRATES MUST BE STENCILED OR STAMPED 'DUMP NO WASTE, DRAINS 3. TAATERIALS FOR BANDSSiIPEOLLLY:1BE
<br /> "7TC) PROPOSED STORPA CLEANOUT DEVELOPER/CONTRACTOR SHALL PROWDE, CONSTRUCT, MAINTAIN AND REMOVE, TO STREAM, LAKE, RIVER, PUGL7 SOUND, OR WETLAND.'CHOOSE APPROPRIATE FEATURE STEEL, AND MASONRY UNITS SHALL MEET ME REQUIREMENTS OF THE 4. CATCH BASINS SHALL BE PROVIDED WITHIN 50 FEET OF THE ENTRANCE TO A VERTICAL DATUM:
<br /> EX GAS VALVE to SDC01 • AS REQUIRED, SAFETY SYSTEMS THAT MEET THE REQUIREMENTS OF THE FOR THE PROJECT. APPROPRIATE SECTIONS OF THE WSDOT/APWA STANDARD SPECIFICATIONS. PIPE SYSTEM TO PROVIDE FOR SILT AND DEBRIS REMOVAL. NAVD88
<br /> -0,- EX. POWER POLE .D.S.# PROPOSED DOWNSPOUT WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, RCW 49.17, INCLUDING WAG • 4. GALVANIZED OR ALUMINIZED PIPE ARE NOT PERMITTED IN MARINE • 5. THE MAXIMUM SLOPE OF THE GROUND SURFACE FOR A RADIUS OF 5 FEET
<br /> • • sEr MAG NAIL ON WEST SIDE OF 19TH AVE SE IN SIDEWAU<
<br /> 296-155. THE TRENCH SAi•hi Y SYSTEMS SHALL BE DESIGNED BY A QUALIFIED • ENVIRONMENTS OR WHERE SALT WATER MAY OCCUR, EVEN INFREQUENTLY AROUND A CATCH BASIN GRATE SHALL BE 3:1.
<br /> EXPANSION JOINT 0.50' WEST OF EAST EDGE OF CURB
<br /> . 0 PROPOSET) SEWE7? CLEANOUT THROUGH BACKWATER EVENTS. 6. A TYPE II CATCH BASIN OR A MANHOLE SHALL BE REQUIRED WHEN THE DEPTH
<br /> E--- EX. UTILITY POLE ANCHOR PERSON, AND MEET ACCEPTED ENGINEERING REQUIREMENTS (SEE WAC • • 5. CPEP PIPE SYSTEMS LONGER THAN 100 FEET MUST BE SECURED AT THE TO THE LOWEST PIPE INVERT EXCEEDS 5.5 FEET, REGARDLESS OF THE PIPE SIZE. •
<br /> Si PROPOSED WATER METER 296-155-660). UPSTREAM END AND THE DOWNSTREAM END MUST BE PLACED IN A 4 FOOT 7. ALL TYPE II CATCH BASINS AND ALL MANHOLES SHALL BE EQUIPPEO WITH RAPID STATIC GPS COU-ECTION UTIUZING THE LEICA TCRP
<br /> •
<br /> r77777) 1205 TOTAL STATION WITH POST PROCESSING BY OPUS.GOV.
<br /> 6. THE DEVELOPER/CONTRACTOR SHALL FURNISH, WSTALL, AND OPERA7E ALL SECTION OF THE NEXT LARGER PIPE SIZE. THE SUDING SLEEVE CONNECTION LADDERS PER STANDARD DRAWWGS 608 OR 609.
<br /> V
<br /> LZZLZ.Z/_2i DC BUILDINGS fit PROPOSED FIRE HYDRANT NECESSARY EQUIPMENT TO KEEP EXCAVATIONS ABOVE THE FOUNDATION LEVEL • ACCOUNTS FOR THE HIGH THERMAL EXPANSION/CONTRACTION COEFFICIENT OF • 8. A TYPE II CATCH BASIN SHALL BE INSTALLED AS THE LAST COLLECTOR IN THE
<br /> FREE FROM WATER DURING CONSTRUCTION, AND SHALL DEWATER AND DISPOSE. THIS PIPE MATERIAL. PUBLIC RIGHT-OF-WAY PRIOR TO DISCHARGE TO THE COMBINED SANITARY SEWER. • TAX ACCOU1VT NO.(S).. SITE ADDRESS:
<br /> Al PROPOSED FIRE DEPARTMENT CONNECTION
<br /> ' • • - ' EX. CONCRETE • , ....-.... • OF THE WATER SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY • 6. STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH 9. CONCRETE INLETS SHALL NOT BE USED WHERE THE DISCHARGE GOES DIRECTLY 10521 19TH AVE SE
<br /> . '',.''. •.;• • i.. i • OR NUISANCE TO THE PUBLIC. SUFFICIENT PUMPING EQUIPMENT IN GOOD STANDARD DRAWING 614 AND 615. INTO THE MAIN STORM DRAIN SYSTEM. 28052000203000
<br /> EVERETT, WA 98208
<br /> I i PROPOSED BUILDING WITH OVERHANGS WORKING CONDITION SHALL BE AVAILABLE.AT ALL TIMES FOR ALL EMERGENCIES,
<br /> - - - MAJOR EXISTING CONTOUR • 4_-I ...1 • INCLUDING POWER OUTAGE, AND SHALL HAVE AVAILABLE AT ALL TIMES
<br /> .• COMPETENT WORKMEN FOR THE OPERATION OF THE PUMPING EQUIPMENT. •
<br /> MINOR EXISTING CONTOUR PROPOSED CONCRETE
<br /> Western ROAD DRAINAGE& UTILITY PLAN&PROFILES FOR:
<br /> 7. COMPACTION TESTS WILL BE REQUIRED TO ENSURE ADEQUATE COMPACTION U27LITY CONFLICT NOTE: f
<br /> EASEMENT/ BUFFER UNE • •.:4: • .•• .:;.....
<br /> ON ALL LIFTS. ALL COMPACTION TESTS SHALL BE CONDUCTED BY A LICENSED CAUTION. ''it' .'" ." , :::
<br /> V
<br /> ' V 1' 4911:1 • .i.M'*1 (425) SILVEI? PLAZA RETAIL & OFFICE
<br /> SD---10"-- PROPOSED STORM DRAIN UNE TESTING LABORATORY A7' IHE' EXPENSE OF THE DEVELOPER/ CONTRACTOR. -;•' Co, • t„ . v• /OA
<br /> Z SS E> EXISING SANITARY SEWER LINE Z SEE SECTION 3-9.4 OF THESE SPECIFTCATIONS. -'4 Engineers 18e
<br /> 17-1E' CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYWG THE LOCATION, DIMENSION, ANO
<br /> . Z SS-10------ PROPOSED SANITARY SEWER LINE •Z SD C> EXISTING STORM DRAIN UNE • 8. REFERENCE TO THE CITY ENGINEER BELOW MEANS THE CITY'S DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY 356-2700
<br /> \`, 1..4 \, .*) * '''t f'''' a,.'V Surveyors SW 1/4, NW 1/41 SEC.20, T.28N., R.05E., W.M.
<br /> „, w PROPOSED WATER LINE REPRESENTATIVE ON SITE'. ....,4.'
<br /> W EXISTING WATER UNE POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR 47 I it-).-
<br /> ,,
<br /> TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 8-1-1 AND -, -4'" --- CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> ,01-51( -- FINISH GRADE CONTOUR LINE 9. WATER SETTING OF BACKFILL IN TRENCHES IS NOT PERMITTED. THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW 1117LITY CROSSINGS . 4,"--r • '" 4) cr./ t„
<br /> G EXISTING GAS LINE ' GI, .4) 45844- „I, , SUR'VEYORS 0 PLANNERS 67 ENGINEERS
<br /> 10. DRIVEWAY APPROACH SHALL BE CEMENT CONCRETE PER CITY STD. 309. TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES '4 74' Qi STS,,,A'e -4 DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> OHP EXISTING OVERHEAD POWER UNE 11. HANDICAP RAMPS SHALL BE TYPE A CURB RAMP PER STD. 310 A. AS SHOWN ON 'THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND , Ails,,
<br /> LAND USE CONSULTANTS JAJ 05/04/16 04 JAJ 04/12/18 J. JARRELL 1" = 20'
<br /> 12. ROCKERIES SHALL BE PER EVERETT STANDARD 324 B. • ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
<br /> CONSULT WESTERN ENGINEERS & SURVEYORS. WO. TO RESOLVE ALL PROBLEMS PRIOR TO •.:.°, - ' L CIVIL ENGINEERS • 0 • LAND SURVEYORS DWG. FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO.
<br /> PROCEEDING WITH CONSTRUCTION. 0 4 -R,- 1 g *** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** 1 51 41 5ABASEDWG JAJ N/A 15-1415-A 5 OF 7
<br /> REVIEWEDCITYOF FOREV ERETTPERMIT
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