|
54 S TW
<br />C DCO#12 53 4 BW 7.4
<br />`V %% S�E 1'=20-
<br />SEE POND DETAIL ON SHEET C7
<br />BD70M AREA-2 195 BE
<br />TOP OF POND-545.17
<br />MAX W.S.-544.67
<br />STATIC W S -538 92
<br />B070M OF POND-538 42
<br />RISER HEIGHT-5.75-
<br />REQUIRED VOLUME-24,900 OF
<br />VOLUME PROVIDED-26.211 CF
<br />+5�18� INLET PIPE
<br />W/TRASH RACK PER
<br />COE ETD DETAIL 435
<br />SEE STEEL clo
<br />549,03
<br />�57
<br />66
<br />41
<br />LOT LIGHT
<br />GATE
<br />N6TWR59wE
<br />BD
<br />(4 7)
<br />QrS
<br />KEYSTONE BLOC
<br />RETAINING WALL
<br />(OR APPROVED
<br />EQUAL)
<br />MAILBOX
<br />6 PERFORATED
<br />PIPE WALL DRAIN
<br />GRADING AND DRAINAGE PLAN =RECORI
<br />10 FOR
<br />GREENWOOD HEATING AND AIR
<br />Know whafs!)GIOW. PTN OF THE NE1/4 OF THE SW1/4 OF SEC. 23,
<br />Callb9hn you dig.
<br />TWP. 28 NORTH, RGE. 4 EAST, W. M.
<br />CITY OF EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON
<br />CORO PR WA
<br />Y 7
<br />JP� \WIC\H, NFL FLELNOE OWNER GOLDFINCH PROPERTIES,
<br />PARCEL In 00537900000602
<br />12" OUTLET PIPE
<br />WXYDEASH BACK PER
<br />COE SLID DETAIL 435
<br />SEE SHEET cia
<br />L
<br />IE�. 539.09
<br />0 EP A * ` 0Wx
<br />W 0 �L STRUI
<br />:1 NDA URGI
<br />C�GE �5 13 F 2
<br />434 54 80 �W
<br />FLO S LON 'jo
<br />E D 'a"'
<br />P 1 1 37
<br />33 LF 12 ' C ED SD
<br />Woo A RE PC E
<br />3 LF
<br />I
<br />12
<br />CPEP
<br />� -
<br />AD
<br />500770
<br />T�TT -
<br />In
<br />)P� LINE
<br />WO VAULT
<br />SEE DETAIL ON SI
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regardingthe drawing's accuracy.
<br />Jim Knappert 11/18/2024
<br />Permit Inspector
<br />1 0,60%
<br />LF 12" GPEP SD 0 0,50%
<br />OWNER MONOPOLY PROPERTY IV
<br />PARCEL In 00537900000601
<br />WOOD FENCE
<br />1.7% 1
<br />1 GAS
<br />LF 12 CPEP CA 0 A,'
<br />0.
<br />87 IF 1 S' CRIER SD 0 HEC,
<br />HYDRANT (TYP.)
<br />WATER MARKER POST
<br />R LEP
<br />WATER METE
<br />IRRIGATION BOX
<br />CB SOLID LID
<br />RIMI;V5C38IE'N'W
<br />6 535.37
<br />3
<br />99
<br />IF DI IF 'I
<br />12" CUP IF BE - 535 09-
<br />12" CMP IF SW-53494'
<br />ROCKERY �
<br />MAILBOX
<br />COORDINATE WITH CDJ
<br />UTILITY FOR GUY
<br />193.0, ANCHOR RELOCATION GO Y
<br />I I -18F b4/.
<br />_3 uu r ;D60#10
<br />PROPOSED BUILDING
<br />AM FF-547 0j/
<br />17,305 SF
<br />FF=547.00 AM RE LF 6' CHIEF AD A 1,00%-
<br />DC0#1 8 -YX - - - - - - - - -
<br />A
<br />- - - - - - - - - - - - - - - - - L - - - - - 28 LF 6" CHER SD 4) 0.99%
<br />FIDOELINE CPT)
<br />J56% 6 LF 6' CHIEF AD 0 0.501 20 LF 6 CRT SD @ 1.00%
<br />5 90 \546 40
<br />0/ FF 547 00 i7o 54
<br />36 LF 6 SDC
<br />CHER BID 0 1 T-54
<br />546,90 0#17
<br />RAISED SIDEWALK- FF-5�7 00
<br />1 586% IFT
<br />WITH 6- CURB (TYR 71
<br />8#5 SEE SHEET C11 S I DC0#11 I
<br />- - - - - - - - - \ I I �SDKQO� FIN I
<br />FFF 23 LF 81
<br />46.90 546.90
<br />5 LF 6" CPEP OR a 1.0= L CB*
<br />CB#6
<br />z 143 JF 12" CPEP SD 0 0. Ga,. SDCO#9
<br />3A
<br />F
<br />MENT FIF F FIT IFF lis, 1 3 545��92
<br />FOR 546, 546,15 1 L�� - - / 0 AD _rVAN
<br />6" CURB (TYP.) 54628
<br />4-
<br />SEE SHEET C11 91 LF 12" CHEF AD 0 A, 4 Do
<br />1,67
<br />�1 Y � YLL ITT
<br />Z I .�L � F1 `9 \ I T_
<br />54881 JBW 1 11 1:� - I I -L"I ll// I LI� I I I / I I N11 L/ IT, I l�� i ;I i I I I'l 1� I I
<br />M59
<br />DAB--
<br />D G51NO1 V 4241 '01
<br />5 1 00 TW
<br />5 N24 A� 42.18,
<br />50 30 AW
<br />S-W
<br />%%WW
<br />< FIT, GUY ANCHOR
<br />NM510�_w 5 ADDITIONAL RIGHT OF
<br />2J� WFF�
<br />SNOHOMISH COUNTY
<br />P I Val POP - AID PRH) N - AFN. 9B05220497
<br />POWER �GLE 55 -P ------------------------ A� INH _P 120BUR
<br />I. �_s
<br />W/TRANSFOURMII S) A
<br />1� W-1 �_W_ -W W_W_
<br />W 9
<br />SORT TYPE 11 48" ------
<br />��j��L�USORIM-545.86` \ --u-
<br />POWER POLE _E1 GGG 0-1-C A C
<br />B" PVC IF 'I RE DROP POWER POLE
<br />NEW STOP FIT, B" PVC IF SE-53326' `E FW/JG WI
<br />IT, \ PWOWER W�RGELE (STEEL) F
<br />COE KID /UG
<br />SEE SHEET C9 FFT DROP 5" PVC A NE-533.46 FF V
<br />0GANLL FE2`6
<br />COE SLID DETAIL 315 LIT
<br />N EN DRIVEWAY PER FIT Aft OUH
<br />ITT, S1 'T, GRATE ON OLD GRATE\ -------- F`F, �\
<br />E SHEET C9 RIM-549 19' -- - - - RIM-544 86' ROAD - - - - - FIT - - - -
<br />12" CDC A NW-546.24'
<br />-546,19' 12' CDC IF SW-542,06' F,
<br />12" CDC A OF 12' CDC IF NW-542,16
<br />POWER
<br />0
<br />OR 0 309% IL
<br />I I � ��.* . I
<br />9 - � - b �� �� I
<br />011 �K
<br />POLE VAULTS\
<br />WIRE DROP IF,
<br />GAS VALV E
<br />AM OFF GRATE
<br />RIM-539 51'
<br />12" CDC A NW-536,86'
<br />12" CNC A SE-536.81'
<br />A I I � I I .
<br />DRAWING
<br />FEE �CB D,,GRATTE
<br />12M3 5
<br />1 S.- 52 DNA
<br />12 DI A NE-53395
<br />A CB ST) GRATE TYPE I
<br />RIM-536B3
<br />A 12 AMID IF II
<br />12 CMP IF NE-533.97
<br />R� CB SOLID LID TYPE I
<br />RIM-537,45'
<br />12' DI A NW-534.65 S
<br />12 DI A SW-534.61
<br />A 12 GIRD IF SE-534 51
<br />I WATER METER (TYP
<br />C B OLD GRATE
<br />RIM-537,64'
<br />12m CMUP A 'I
<br />GO SLID GRATE
<br />RIM-537.18
<br />12' DI IF NE-534.48'
<br />SSMH TYPE 11 48"
<br />A RM-537JBV
<br />-52676
<br />8 PRO IF RE
<br />;I �
<br />9 NEW DRIVEWAY PER
<br />COE SLID DETAIL 315
<br />SEE SHEETTY C9
<br />W
<br />CB 1:��
<br />11 , ;904 _j
<br />i ME
<br />NEW STOP SIGN PER
<br />COE OLD DETAIL 726
<br />SEE SHEET C9
<br />RATE
<br />RIM-537.41
<br />CB D
<br />8' DI IF SW-535.4s
<br />TO) OF SLOPE
<br />TOE OF SLOPE
<br />10' ADDITIONAL
<br />RIGHT OF WAY
<br />CONVEYED TO
<br />SNOHOMISH COUNTY
<br />i BOX (TER') AFN. 9805220497
<br />CONTE CHOIR TO POTHOLE EX
<br />WATER AND GAS MAIN PRIOR
<br />f TO CONSTRUCTION AND VERIFY
<br />CB SLID GRATE
<br />RIM-537.61'
<br />8 B E RE 531U91
<br />8 B E S 531.76
<br />STORM STRUCTURES
<br />SDCO#13, 6' CLEANOUT
<br />RIM-546.59
<br />IE-537.75 (6 E)
<br />IE-537.75 (6- NW)
<br />CB#1, TYPE 1 W/STANDARD GRATE
<br />RIM-516.00 546�34
<br />S05#41 6m CLEANOUT
<br />E-s4LIA (12-
<br />SW)541.29
<br />R 64,
<br />E-511,10 (6'
<br />NW) 541 64�
<br />.21
<br />IE-538.72 (6' N)
<br />IE-511,10 (12-
<br />BE) 541�24�
<br />IE-538.72 (6' W)
<br />CB#2, TYPE 1
<br />W/STANDARD
<br />GRATE
<br />SDCO#15, 6' CLEANOUT
<br />RIM 51A 70 546.76
<br />RIM-550.2B
<br />IE-511,30 (12
<br />5W) 541,41
<br />IE-548,00 (6' SW)
<br />z
<br />IE-5 19 38 (12
<br />NW) 5+1,41
<br />BRAD #16, 3' CLEANOUT
<br />0
<br /><
<br />CBI TYPE 1 W/STANDARD GRATE
<br />RIM 51691 546,41
<br />RIM-551,56
<br />IE-54450 (6- ME)
<br />z
<br />IE-'qYA? (12::SE)
<br />541,56
<br />IE-54450 (6' SW)
<br />IE-591,12 (12
<br />NE) 5+1,56
<br />IE-544.50 (6' BE)
<br />0
<br /><
<br />U-1
<br />CB#4, TYPE 1
<br />`4'
<br />W/S7ANDARD
<br />GRATE
<br />SDCO#17 ' 6' CLEANDUT
<br />UL
<br />T
<br />RIM &A 545.82
<br />RIM-551
<br />IE-511,96 (12
<br />NI
<br />�23
<br />IE-550.00 (6 ME)
<br />z
<br />0
<br />CB#5, TYPE 1
<br />W/STANDARD
<br />GRATE
<br />SDCO#18, A CLEANOUT
<br />0
<br />RIM-515.76 545�78
<br />RIM-546.94
<br />(12-
<br />S)
<br />IF 544.66 (6- SE)
<br />0
<br />IE-512,28 (6'
<br />ME) BAD 55
<br />IE-544.66 (6' NW)
<br />Z
<br />z
<br />IE-511,78 (12-
<br />N) 541�78
<br />IE-544.66 (6' SW)
<br />LU
<br />DE
<br />M
<br />LU
<br />CB#B TYPE 1
<br />W/STANDARD
<br />GRATE
<br />SDMH#1 TYPE 2 - 48�
<br />RIM-515.89 545,92
<br />RIM Sli.19 541.46
<br />IE-5 12,36 (12C
<br />BE) 542,37
<br />IE� (18' NE)534.99
<br />IE-512.36 (12C
<br />N) 5+2 37
<br />IE-531,95 (12C SU 534,97
<br />0
<br />SDMH#2, TYPE 2 - 48"
<br />CB#7� TYPE 1 W/STANDARD GRATE
<br />RIM-515,61 5A5�80
<br />RIM-511,17 544�55
<br />E-'q�GS D3'
<br />ME) 5A3G5
<br />IE� (18' NW)535.43
<br />IE-'qP,7A (12'
<br />NW)542.77
<br />E-535,29 (18' SW)535.43
<br />F-
<br />EMERGENCY OVERFLOW, BIRDCAGE - RS
<br />SDMHI TYPE 2 - 48"
<br />RIM-515.6e 5A6AD
<br />RIM-516dHS 546.90 z
<br />E-WOAA (12-
<br />SW)5AGG3
<br />A 535.77 (18' NE)535.70
<br />IE-535.77 (18 SE)535,62
<br />FLOW CONTROL STRUCTURE, TYPE 2 54
<br />RIM-516.50 5A6�66
<br />SDMHI TYPE 2 - 48C
<br />E-9RS.99 (12-
<br />NE)538A1
<br />RIM�. 545.42
<br />IE-538,92 (12-
<br />SW)538.86
<br />IE�. (18 SE)536.02
<br />IE-536.1 9 (12- NE)536.12
<br />DECO #19 6� CLEANOUT
<br />RIM-545.99
<br />IE�. (8" SEA 536.17
<br />z
<br />-ct
<br />IE-542,74 (6'
<br />ME)
<br />IE-535.91 (12' SWN5,62
<br /><
<br />W
<br />SDMH#5, TYPE 2 - 48"
<br />Ir
<br />0
<br />0 N
<br />SDC0#1 6- CLEANOUT
<br />RIM-547.00
<br />RIM-515,89 546GB
<br />0
<br />GO
<br />IE-544,46 (6'
<br />BE)
<br />�RPYBWI (12m NW)540.25
<br />z
<br />IE-516,33 (12"SE) 540.54
<br />SDCO#2 6- CLEANOUT
<br />A w R,'A (8- W) 540.44
<br />_j
<br />RIM-547.00
<br />IE-539.75 (18 NE)539.94
<br />W
<br />W
<br />0 >,
<br />E-544,26 (6'
<br />IE-544,26 N6'
<br />NW)
<br />SW)
<br />SDMHI TYPE 2 - ABC
<br /><
<br />(L
<br />RIM 516.69 546.89
<br />T_
<br />(E
<br />SDCO#3 6" CLEANOUT
<br />IE 511.15 (12- S) 541.51
<br />< W
<br />RIM-546.99
<br />IE-511.15 (12- NE)541,46
<br />0
<br />IE-545,00 (6'
<br />NW)
<br />W
<br />WQ VAULT 4 X 6 BIOPOD
<br />RIM-546.38
<br />0
<br />OD >
<br />SDCO#4 6" CLEANOUT
<br />IE-538.55 (12- ME)
<br />Z
<br />0 W
<br />RIM-546J35
<br />IE-545,00 (6
<br />BE)
<br />IE-536.25 (12C NW)
<br />W
<br />W
<br />SDCO#5 6" CLEANOUT
<br />RIM-545.94
<br />CITY OF EV
<br />STANnARD=D
<br />IE-544.00 (6 BE)
<br />SDCO#6 6- CLEANOUT
<br />1. NO PART OF THE DRAINAGE SYSTEM
<br />RIM-546.95
<br />SHALL BE COVERED CONCEALED, OR
<br />IE-542.67 (6'
<br />NW)
<br />PUT INTO USE UNTIL IT HAD BEEN
<br />0
<br />LL
<br />IE-542,50 (S'
<br />BE)
<br />INSPECTED, TESTED, AND ACCEPTED
<br />IE-542,50 (6' E)
<br />BY THE CITY OF EVDRETT.
<br />2, ALL WORK AND MATERIAL SHALL
<br />SDCO#7 6- CLEANOUT
<br />CONFORM TO THE CITY OF EVERETT
<br />RIM-546.93
<br />DESIGN AND CONSTRUCTION
<br />IE-542,70 (8'
<br />BE)
<br />IE-542 70 (B -
<br />NW)
<br />STANDARDS AND SPECIFICATIONS AND
<br />THE WSDOT/APWA STANDARD
<br />SPECIFICATIONS FOR ROAD. BRIDGE
<br />AND MUNICIPAL CONSTRUCTION
<br />SDCO#S 6- CLEANOUT
<br />RIM-546.82
<br />EDITION)
<br />IE-543,83 (8'
<br />NW)
<br />(CURRENT
<br />3. APPROXIMATE LOCATIONS OF EXISTING
<br />SDCO#9 6" CLEANOUT
<br />UTILTIES HAVE BEEN OBTAINED FROM
<br />F
<br />RIM-546.94
<br />AVAILABLE RECORDS AND ARE SHOW
<br />IE-544,21 V3
<br />NE)
<br />FOR CONVENIENCE THE CONTRACTOR
<br />IE-544,21 (6
<br />SE)
<br />SHALL BE RESPONSIBLE FOR
<br />VERIFICATION OF LOCATIONS AND TO
<br />SDCO#1O, 6' CLEANOUT
<br />AVOID DAMAGE TO ANY ADDITIONAL
<br />N
<br />z
<br />RIM-546.56
<br />UTILTIES SHOWN. IF CONFLICTS WITH
<br />>
<br />IE-544.54 (6
<br />SWR
<br />EXISTING UTILITIES ARISE DURING
<br />CONSTRUCTION, THE CONTRACTOR
<br />SDCO#11, 6' CLEANOUT
<br />SHALL HOLEY THE PUBLIC WORKS
<br />RIM-546.81
<br />INSPECTOR AND ANY CHANGES
<br />IE-543 93 (6'
<br />ME)
<br />REQUIRED SHALL BE APPROVED BY
<br />IE-543,93 (6'
<br />NW)
<br />THE CITY ENGINEER PRIOR TO
<br />IE-543,76 (8'
<br />SW)
<br />COMMENCEMENT OF RELATED
<br />16
<br />CONSTRUCTION ON THE PROJECT.
<br />5DCO#12. 6' CLEANOUT
<br />4 ALL STORM SYSTEMS WITHIN THE
<br />RIM-546.08
<br />PUBLIC RIGHI DR IN
<br />E
<br />IE-541 86 (6-
<br />SW)
<br />CASEMENTS MUST BE STAKED BY
<br />IE-541,86 (6'
<br />S)
<br />SURVEY FOR LINE AND GRADE PRIOR
<br />2
<br />TO STARTING CONSTRUCTION
<br />1
<br />5. ALL CATCH BASIN GRATES MUST BE
<br />41
<br />2
<br />STENCILED OR STAMPED 'DUMP NO
<br />41
<br />111
<br />WASTE, DRAINS TO STREAM, LANE,
<br />r
<br />X
<br />RIVER, PUGET SOUND, OR WETI-AND.-
<br />0
<br />0
<br />CHOOSE APPROPRIATE FEATURE FOR
<br />111
<br />0
<br />z
<br />THE PROJECT
<br />r.
<br />r LU
<br /><
<br />EXISTING CATCH
<br />BASIN
<br />TO REMAIN
<br />EVERETT MUNICIPAL CODE (EMCC CITY
<br /><
<br />ADOPTED STORMWATER MANAGEMENT
<br />V ON
<br />MANUAL, POLICIES AND CRITERIA SET
<br />M -5
<br />a
<br />FORTH IN THE CITY OF DERE7S
<br />DESIGN AND CONSTRUCTION
<br />r
<br />DO a
<br />CO.
<br />01
<br />STANDARDS & SPECIFICATIONS.
<br />10 0
<br />Al
<br />"'PS- AS
<br />IM U
<br />CONNECT TO EX CATCH BASIN
<br />LEGEND
<br />SPOT ELEVATOR
<br />�9225
<br />MATCH EXISTING ELEVATOR
<br />�9247± ME
<br />NEW ASPHALT PAVEMENT
<br />TW-PROPOSED GRADE AT THE
<br />TOP OF WALL
<br />_S225�
<br />BW-PROPOSED GRADE AT THE
<br />B070M OF WALL
<br />�9225BW
<br />CONCRETE PAVEMENT
<br />WALL HEIGHT AT POINT
<br />C
<br />PROPOSED CONTOUR
<br />-15
<br />STORM DRAINAGE
<br />MANHOLE
<br />CCCIO444
<br />EXISTING CONTOUR
<br />2E00%
<br />STORM DRAINAGE
<br />CATCH BAR N TYPE 1
<br />CID
<br />PROPOSED GRADING SLOPE
<br />WE STANDARD GRATE
<br />(.)
<br />
|