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NW 114, SEC. 11 T.28 N., R.4 E., W.M.
<br />CITY OFEVERETT, WASHINGTON
<br />SEAHURST MANOR P3 \\ 23// \\\ PROPOSE 29043600306600\\ \\\ \\ \\ \\\\\\\\\\\\\ \\\ \\ \\\\ \\
<br />VOL. 25, PG. 101 - _ �� �,�' _ _ /SHE / O.Y \ r / / \ \ \ \ \ \ \ \ \\ \ \ \ \ 1\
<br />/ BLOCK
<br />/ / / \\\� ��LB@55'17" E 211.86' \ \ \ \
<br />\ CHAIN LINK FENCE W LL i / I
<br />--1-------- ----- / /
<br />8'53'15" E 197.83' \_ �\77/
<br />/ /
<br />I I I I ,1A \ - I SG-3p4
<br />/ PROP
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<br />WA _ ,
<br />'
<br />'/ / / /
<br />CBj4
<br />TYPE- COE STD D402-
<br />SP #36-95 LOT
<br />\ \\ \\
<br />A.F#9608055003 - - / / / \\\\ \ \ \ \ \\\ \\ \ \ 1 \ \ \ \ \\
<br />SSG=334 - �� / \ \ \ \ \ \ \
<br />SUG=324
<br />PROPOSED i N / / / / / s
<br />5 WALL
<br />I
<br />CCONTROL STRUCTURE
<br />C0/6 -i' 54' TYPE-2 CO COE -�i' /ii // / /-1
<br />Af I SEMEN STD DING 415
<br />,l PROPOSED
<br />l- )
<br />- J I I I I p l l SLG= 38 � I �
<br />BLOCK
<br />_ WALL
<br />-----\ a
<br />--CO�i
<br />IS6348
<br />SLG=338 \
<br />o0 %
<br />o I I IIII III �
<br />II o.
<br />SP #36-95 VAULT
<br />A.F. 9608055003 _ - -
<br />jjl�/ �� IS�A/ (124 x 19 x 13.25) \
<br />15LF 12' SD O 4.82% (AB) / % /' \ \ \ \ \ 399LF 12' HDPE (SDR 24) , � '
<br />004 000 800 / \
<br />PEDESTRIAN \ \ OVERLAND PIPE W/PIPE
<br />/ \ CB12A, 00436 OOOUa 0 \ 1 ANCHORS EVERY 0 /
<br />/ (�' QAQ 2 0 / 3
<br />1 / t% 7`C V 28040 0010 400 TRI� 1 / IIII / i / / / �i 1 \ \ \ \
<br />' VARIES
<br />SCALE: 1" = 30' ftl
<br />13'
<br />30 15 0 30 60
<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 />regarding the drawing's accuracy.
<br />Jim Knappert 02/23/2024
<br />Permit Inspector
<br />' / / / / /
<br />C402 107LF 12' SD O 12.66% (A8 \ 1 i ' z i i TYPE- 1 COE SID DWG 402 III I / � \ \
<br />i' i j
<br />' 6A \ I I
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<br />/ I \
<br />C01 6 \I \\ \\ \\ \ \ \
<br />I f I I I l / �� •I .° ° \ \ \ \ \\ \ 1\ \ \ I � 111 IIII \ I \ \ \ \ \ BUFFER RES7�RATIOIyAREA� \
<br />5' PEDESTRIAN IIIIII �\ \\ \ \ \ 7 \
<br />EASEMENT
<br />\ \ \\\ \ \ l Oo \ \
<br />\ \ \ pT V
<br />-i 3 I I I I / // / SG348
<br />I I II I SLG=338 \ \ \\ l u l l a \ \ \ \ 1
<br />2 i�l I - - \\ �\ �%
<br />S.R#1202-53-97 T I
<br />PROPOSEb
<br />A6#9812145002
<br />LOT
<br />ROCKERY (TYP
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<br />j5 v 1v .)
<br />I I \ I \ -SG=348
<br />I N 8 9.81 0" E I I I \ • I A SLG=338 A� •o
<br />I I I •' ° J -� � � '/i
<br />- - - - - - - - - - - - \ -\ y/ z zSx00 ROCK PAD
<br />(8x7x2)
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<br />•I N 1°° I SG-348 Q I / I
<br />00436800003703 o I I I SLG=338 // ' / - - - - i I Ii4 I I ' I I / l 136LF 1210 HOPE
<br />o I I `/ / - DIFFUSER TEE
<br />1 HOUSE ///i o
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<br />PTJ 23+48.36 ITI I
<br />4'14'06" 1 #603
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<br />PC: 2 +41.63 L=10.33
<br />R=139.T4/ / / -- i1X �771 I I IIII IIII IIII /
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<br />--r FA // M I \ ° . • l z SG=354,.' / N ,--��-
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<br />'S4THST. S4� / - -;� `_ L �_-�__� I / ,) / , 11
<br />y J(/ / o I
<br />( �'
<br />TYPE-1 COE STD DWG
<br />SUG=364 \ /
<br />15' SEWER \ \
<br />EASEMENT TO �-4
<br />CITY OF EVERETT
<br />RECORDED
<br />J202009230693
<br />FLOW ARROWS -
<br />(TIP.)
<br />N \ 3LOT] ���
<br />SG=354
<br />BLOCK
<br />WALL
<br />0%
<br />1
<br />-2.0%
<br />18'
<br />HMA CLASS 1/2"
<br />3" COMP. DEPTH ATB
<br />6" COMP. DEPTH CRUSHED SURFACING BASE COURSE
<br />�1�DRIVE AISLE SECTION A-A(AB)
<br />C3.0 NOT TO SCALE DESIGN SPEED = 25 MPH
<br />5'
<br />-2.0%
<br />REQUIRED NOTES FOR STORM DRAINAGE PLANS
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED,
<br />TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND
<br />SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
<br />(CURRENT EDITION).
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL
<br />NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
<br />COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND
<br />GRADE PRIOR TO STARTING CONSTRUCTION.
<br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET
<br />SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT.
<br />6. THE DOWNSPOUTS SHALL DIRECT ALL ROOF RUNOFF TO THE WETVAULT PER APPROVED CITY PLANS.
<br />LOT IMPERVIOUS TABLE
<br />LOT P
<br />ROOFAREA (SF)
<br />DRIVEWAY AREA (SF)
<br />1
<br />2,500
<br />500
<br />2
<br />2,500
<br />500
<br />3
<br />2,500
<br />500
<br />4
<br />2,500
<br />500
<br />5
<br />2,500
<br />500
<br />6
<br />2,500
<br />500
<br />6A
<br />2,500
<br />500
<br />7
<br />2,500
<br />500
<br />8
<br />2,500
<br />500
<br />9
<br />2,500
<br />500
<br />10
<br />2,500
<br />500
<br />YARD DRAIN NOTES:
<br />:4 : i� :V �0 I2�1
<br />1. NEW POLLUTION GENERATING IMPERVIOUS SURFACE:
<br />20,671 SF
<br />2. NEW NON POLLUTION GENERATING IMPERVIOUS SURFACE.,
<br />27,531 SF
<br />3. TOTAL NEW HARD SURFACES:
<br />48,202 SF
<br />4. EXISTING ROAD:
<br />919 SF
<br />5. TOTAL IMPERVIOUS SURFACES:
<br />49,121 SF
<br />YARD DRAIN TABLE
<br />YD #
<br />RIM
<br />LE.
<br />AS -BUILT
<br />RIM
<br />AS -BUILT
<br />LE.
<br />1
<br />355.0
<br />353.0
<br />354 06
<br />349.96
<br />2
<br />350.5
<br />348.50
<br />352.23
<br />3a44
<br />3
<br />350.0
<br />348.0
<br />351.10
<br />347.96
<br />4
<br />338.0
<br />336.0
<br />339.44
<br />335.02
<br />5
<br />338.0
<br />336.0
<br />3X IO
<br />M135
<br />6
<br />337.5
<br />335.5
<br />33&06
<br />334.94
<br />6A
<br />337.5
<br />335.0
<br />334.64
<br />XXX
<br />7
<br />337.0
<br />335.0
<br />338.95
<br />333.92
<br />8
<br />337.5
<br />334.50
<br />336.64
<br />333.39
<br />9
<br />333.0
<br />331.0
<br />337.60
<br />MOB
<br />10
<br />348.0
<br />346.0
<br />3M.71
<br />3"
<br />1. THE DRAINAGE FROM DRIVEWAY AND THE YARD SHALL BE DIRECTED TOWARDS THE YARD DRAINS TO DRAIN TO THE WETVAULT.
<br />2. YARD DRAIN LOCATION SHALL BE APPROVED BY THE CONSTRUCTION INSPECTOR AND SHALL BE RECORDED IN THE ASBUILTS.
<br />00436800004000 o SUG=364
<br />/ Know whars below.
<br />Cal before you dig.
<br />' UTILITY CONFLICT NOTE.
<br />CAIUTION.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
<br />INCLUDE CALLING UTILITY LOCATE ®1-800-424-5555 POTHOLING ALL OF THE
<br />EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
<br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
<br />SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
<br />INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
<br />THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
<br />RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />
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