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SW 1 /4, SW 1 /4 SECTION 8; NW 1 /4, NW 1 /4 SECTION 17; NE 1 /4, NE 1 /4 SECTION 18; ALL IN TOWNSHIP 28 N, RANGE 5 E, W.M.
<br /> LEGEND CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> • BOL BOLLARD TM TEB TELEPHONE BOX
<br /> LEGEND
<br /> ❑ CB A CATCH BASIN TYPE A (1) TER TELEPHONE RISER
<br /> STORM DRAINAGE NOTES CLF CHAINLINK FENCE [5 TSB TRAFFIC SIGNAL BOX ❑ CB A CATCH BASIN TYPE A(PER COE STD.DWG.402)
<br /> GONG CONCRETE TSF TRANSFORMER 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE CB 2 CATCH BASIN TYPE 2(PER COE STD.DWG.404)
<br /> CDR CORNER ®TSR TRAFFIC SIGNAL RISER UNTIL IT HAS BEEN INSPECTED,TESTED,AND ACCEPTED BY THE CITY OF EVERETT. 0 10 20 40 60 SMH SANITARY SEWER MANHOLE
<br /> Q CB 2 CATCH BASIN TYPE 2 QC TVR CABLE TV RISER 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND DIRECTION OF FLOW
<br /> AS-BUILT CERTIFICATION: a"+
<br /> E❑ EB ELECTRIC BOX -O-UP UTILITY POLE STANDARD SPECIFICATIONS OF WSDOT/APWA. SCALE: 1"=20'
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE I HEREBY DECLARE N THE BESTEF MY KNOWLEDGE THAT THE -SD NEW STORM LINE
<br /> INFORMATION SHOWN HEREON REFLECTS THE ON CONSTRUCTED N -SS NEW SIDE SEWER LINE
<br /> Q EL CDT ELECTRIC CONDUIT © VLP POWER VAULT RECORDS AND ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE CONDITIONS:'THIS CERTIFICATION IS BASED UPON WORK ,•o�R .
<br /> EP EDGE OF PAVEMENT ® WM WATER METER FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED :•A4 -W NEW WATER MAIN
<br /> PROFESSIONAL ENGINF[,N D OR SURVEYING PRACTICE. `
<br /> -b- FH FIRE HYDRANT Q WSP WATER SPIGOT SHOWN.If CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE me 1 ® ULTRABLOCK WALL
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED EARTHWORK QUANTITIES: FIRE DEPARTMENT CONNECTION(FDC)
<br /> FNC FENCE WTF- GOLDSMITH SURVEY CONTROL POINT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR COMMENCEMENT OF RELATED °'• ° Q
<br /> POST INDICATOR VALVE(PIV)
<br /> FND FOUND DQ WV WATER VALVE CONSTRUCTION ON THE PROJECT. DA .LOY 070 � t •'•� -.'••-+���--.���_ FLOW PATH W/DIRECTION
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUCH BE 5��/G °"�i is' CUT: 499 CY
<br /> © GM GAS METER ® YD YARD DRAIN DATE:, , , ,
<br /> STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> tD GV GAS VALVE -E UNDERGROUND POWER LINE 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO 0 SDCO STORM DRAIN CLEANOUT
<br /> IBX IRRIGATION BOX -G GAS LINE STREAM,LAKE,RIVER,PUGET SOUND,OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR FILL: 5,685 CY -RD ROOF DRAIN(6"0)
<br /> J��(��' LP LIGHT POLE -OHU- OVERHEAD POWER LINE THE PROJECT. NOTE. CONTOUR INFORMATION SHOWN HEREON IS NET: 5,186 CY (FILL) --FD---FOOTING DRAIN(6"0)
<br /> MB MAILBOX -SO- STORM LINE PER DESIGN AND WAS NOT FIELD "AS-BUILT"AS A
<br /> MON MONUMENT -SS- SANITARY SEWER LINE
<br /> PART OF THIS SURVEY,
<br /> PLA PLANTER -T TELEPHONE LINE
<br /> o RCF REBAR&CAP FOUND -X FENCE LINE
<br /> El SGN SIGN
<br /> OSMH SANITARY SEWER MANHOLE ;r; •''I RECORD D RAW I N G
<br /> This Record Drawing has been prepared,in part,based
<br /> on"As-Built"information provided by others.Though
<br /> the as-built information and this drawing are based on
<br /> - the best available information,no presumption should
<br /> .. be made ra ardl the drawing's accuracy.
<br /> Sign e By _ Date
<br /> CONTRACTOR SHALL ASSUME B ROA DWAY �ti{ll h��(�� C1- Permit Ins actor
<br /> FOR FRONTAGE IMPROVEMENTS BURIED CONCRETE ROADWAY 8" BH/CRO ACCESS FROM Print Name&Tit a RIGHT IN/ OUT
<br /> INCLUDING UTILITY RELOCATIONS, THICK WITHIN THE VACATED BROADWAY TO PROP. ONLY ENTRANCE
<br /> SEE SHEET C-9 PAVING PLAN , BUILDING
<br /> EASEMENT FOR REMOVAL PURPOSES.
<br /> ....._.. M1.._.... ..
<br /> LANDING
<br /> -FG 444.1(EX.)
<br /> ."ekJID 9_3 -- 1mC69 41®@ ®IDAD'@dP� :�pj'A9 F G 442.2 FG"443.6 _ .
<br /> � Y I
<br /> ' 435.__6
<br /> (EXJ(
<br /> .__ FG 443.5
<br /> �- 434 _-
<br /> a ,
<br /> 443.6 j 1442.4 443.S(EX.) PG a42.1 ; /
<br /> 442.5'
<br /> 443.1(EX.)
<br /> / 3 TRASH ENCLOSURE 4A2 q4L c 3 FG 440.0
<br /> x G
<br /> �.
<br /> a CB#5,TYPE 248"
<br /> TYPE 2-48" / 1
<br /> / A3
<br /> < `3 RIM 437.13
<br /> o CB#3,TYPE 2-48" i` RIM 438.67 _ w / i
<br /> �s/ � IE 8"428.5(N&S) 2
<br /> RIM 440.87 IE 12"432.02(N)\ C8#2,TYPE A ro IE 8"434.00(E&S) / IE 8"432.17(S) CB#6,TYPE A
<br /> _`�
<br /> RIM 443.63 IE 8"433.87(N) / % FC 457 a ! / a��" 1EI 12"42 8 %
<br /> ®`.. O / / 83.3LF8"SD ADS N-12@S=2.04/0 Wit•• 2(S)
<br /> IE 8"440.14(N) y 7.52
<br /> \ ° So IE 12 4 STORM IE=426,2_
<br /> aAA oS i gp ADS N.12 @ S_ sD so -sD sb--�l _an 27 74(E)
<br /> y< 81.7 LF 8" � i 75.2 LF 12"SD ADS SD SO SD
<br /> i
<br /> / FG a38.a % _' 89.9 LF 12"SO ADS N-12 @ S=0.76% 15"EX.STORM TOP=425.5
<br /> S �
<br /> 438 TW 428.7
<br /> 10.0%
<br /> S=4.68 7-0 VERT.CLEARANCE=0.5'± / BW 427.7
<br /> N 12
<br /> y AA2 to o RDCO(COULD
<br /> C� NOT OPEN) f } I ` f o ae N I CB#8,TYPE 2-48"
<br /> / N N N m n rn RIM 429.06
<br /> 2 D S D o o a lE 18"425.41(N)
<br /> IE 12"425.81 S
<br /> / pt C ---------- ---- =--- ---- I+r;- .w. --- _T - --- p�V "�+ O RI 4 T76 2-48" RI #28.56 2-48"
<br /> `' ----- ---- ---- RIM 428 76 RIM 4
<br /> / y ;- a3a.a ° IE 18"423.66(N&S) ►E 18"421.52(S)
<br /> to rn / FG 438.4 RDCO(COULD a
<br /> vj ) / \/ IE 18"421.42(E)
<br /> - � � Fc 43e.s � NOT OPEN -
<br /> °
<br /> ULTRA BLOCK
<br /> EXTRUDED / m FG 438.5 FINISHED PAVEMENT % 69.1 LF 18"SD ADS N-12 S=2.53% s
<br /> CURB(TYP.) /w FG 438.5 GRADE TO FLUSH WITH FG 438.5 �y gp 70.5 LF 18"SD ADS N-12 @ S=3.04% - WALL(TYP.)
<br /> I v . - ..- 3 SD g - -
<br /> x F.F.ELEVATION CB#7,TYPE -38.5 LF 12"SD ADS - D
<br /> RDCO COULD °
<br /> / p " IM431.18 N-12@ 6"FOOTING DRAIN W/ �B
<br /> O^ CB#1,TYPE A �, NOT OPEN) E 12"428 80 \ - CB#12,TYPE 2-48"W/SOLID LID
<br /> ^ R/M437.84 o r/ �' I RIM430.12 -___� - 0.5%MIN.SLOPE(TYP.)
<br /> 1
<br /> \ ►E 6"434.78(VV) I� (N,W&E) IE 12"419.82(N) 6
<br /> IE 15"419.80(FJC) SOLID LID
<br /> y COULD NOT
<br /> / 2.0%± I PROPOSED BUILDING __. %' o 'CB#11,TYPEA y �" 429.6 RIM OBSERVE Tw429.6
<br /> A RIM 430.34 �'" a - -OPEN GRATE VAULT BOTTOM 414-8- --_------ -- BW 423.0
<br /> F F = 438.5 /E 6"428.24(S - - BOTTOM VAULT 414 9_FD ---------SOLID LID------
<br /> '" IE12"428.24 \ / J'
<br /> M4i " y V u I 12.7 LF 12"SD.ADS _ 1 DRAIN GRATE
<br /> _-
<br /> b N-12 @ S=1.10% RIM 429.83 I RIM 429.64
<br /> Fc438.s ( I FLOW CONTROL STRUCTURE WET/DETENTION VAULT
<br /> VAULT BOTTOM 414 4 - I I`\ \ TOP OF VAULT FLUSH FINISHED GRADE -
<br /> / 77.3 LF B"SD ADS N-12 @ S=2.32% � I -'TYPE 2-54"D/A W/SOLID LID 429.6
<br /> " SIR SID i " RIM 430 00 SEE SHEET C-6A FOR DETAILS
<br /> a i ! RDCO % SOLID LID SOLID LID I
<br /> Fc a3ss / - I ►E 12"419.96(N&S) /
<br /> RDCO COULD RIM 432.98 I _ RIM 430.01 RIM 429 99
<br /> ( , ''' 432.6: I 13.3 LF 12"SD ADS N-12 � VAULT BOTTOM 419.1 VAULT BOTTOM 419.4
<br /> TW 438.5- ? NOT OPEN) lE AT VAULT=420.14 - / f DRAIN GRATE
<br /> BW 438.0 \ -----------,-- --- - ' _- --- -- - �, I --430.0 ------------ 430.0 - RlM430.03
<br /> -RD
<br /> \ TW 432.6 ~ -
<br /> - ="
<br /> +�-awv ama f,'_ - ..- 2 H:1 V MAX SLOPE
<br /> \ _
<br /> BW 429.9 OPEN GRATE --
<br /> TW 438.5 .c---- _ a.r.-®•..� �" B07T A "
<br /> RDCO(CO
<br /> -- f 418 9 a ..
<br /> �,.,� -.... ._ar®®w�
<br /> • BW 435 7 ._ \\- _��__t•�
<br /> • i \".i. �" '�'�- NOT OPEN) TW 430.OM' S WALL OF THE PROPOSED B .
<br /> -"` CONNECT FOOTING DRAIN _ - EA T
<br /> BLOCK - is _"--- 8W 421 0 : ',_� ___-__._-------
<br /> VAULT WILL BE-EXPOSED
<br /> WALL(TYP.) FROM RETAINING WALL TO
<br /> CONNECT
<br /> Know what's beIOW. EXISTING CB C EX.CB AT TO 1-5
<br /> _5
<br /> Call before you dig. SEE SHEET C-6A IE 6"419.3± i SEE SHEET
<br /> FOR SECTIONN B-
<br /> B-B
<br /> FOR SECTION C-C
<br /> REV NO. - DATE DESCRIPTION MADEBY CHECKED PLOTTED: 2016/OS/11 13:33 EMALM KEVIN&RENE MULVANEY JOB NO, 14114
<br /> 2-12-15 PERMITSUBMITTAL EM SK DRAWN: EMALM R /�c
<br /> 1 3-2-15 BID SET BE SK APPROVED: LNYQUIST G �1 AS-BUILT SHEET
<br /> 2 6-19-15 RE49 VISEDCONSTRucnONPLANS MB SK FIELD BOOK: 197e/38 GRADING AND DRAINAGE PLAN
<br /> GOLDSMITH q x
<br /> 3 7-23-15 REVISED PER CITY'S COMMENTS,DATED 7/8/15 MB SK •._ FOR G`_5
<br /> 4 8-4-15 REVISED PER CITY'S COMMENTS,DATED 8/3/15 MB SK +P° Ol ,� EVERETT STORAGE PROJECT
<br /> LAND DEVELOPMENT SERVICES °NAL�G ��
<br /> 12151 I4th Ave SE,BelleF 42 4697719 I POBox3565,Bellevungxom 009 • M:\ACAD\SURVEY\14\14114\AS-BUILT\14114PO2.DWG Gl 8407 BROADWAY,CITY OF EVERETT SNOHOMISH COUNTY,WASHINGTON
<br /> T 425 462 1080 F 425 462 7719 www.goldsmithengineenng.com '•t
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