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SW 114, NE 114, SEC. 23, T.28 N., R.4 E., W.M.
<br />CITY OFEVERETT, WASHINGTON
<br />/
<br />FENCE 0.1'(E) \\ \ \
<br />AT CORNER \ \ \ \ \
<br />LOT 1
<br />\ \ LOT 5
<br />/ \�\ \ \ \
<br />FOUND REBAR, NO CAP 1 I �l�.vSH E' / \ \
<br />1.1'(S) & 0.6'(W) OF ' 1 j iTQ. REMAN) L�T
<br />CORNER. FENCE 0.2'(N) /�i, !. 4, 1 �4`g :/ � tg1 � a / \
<br />FOUND REBAR W CAP STAMPED \\
<br />AT CORNER /�� c��JR �m71 �' rpm ��A'\ } 28067 METRON" AT CORNER. \
<br />END FENCE 0.2'(S) I I ' R N5 P' F,�'( / HOUSE��1 RAVE�� o o �532' FENCE INT. 1.6'(N) & 1.0'(E) \ \ \
<br />OF PROPERTY LINE \ ,� F, c p�" 110532 (TO , �� m'� . OF CORNER \\ \\
<br />FOUND REBAR W/CAP STAMPED \ BTO,�\/ F "° /mil i10 ) /�/I 0� 1/ i 6' \\ \
<br />\ l °T. \ \ ° uU DECK
<br />28067 METRON" AT CORNER. \ \ 3,SRG \ 5 uUI4QI 0 7
<br />FENCE INT. 0.1'(N) & 0.1 '(E) \ \ , j- - - ASo - \ ° •CDNCR@7F \
<br />\ T (f0 REMAIN) u[ I REIWN)G do°o \ \
<br />OF CORNER\ \\ o \ , 'I l g5 0 \ \
<br />\ \ \ LOT 6
<br />ASPHALT i' / } \ LOT 2 \ BLOCK 3 \
<br />°oS° \ \ _S g 9a / T7\ i- \ PLAT OF \\
<br />Ap / / / / -I S \ \� \ \, 1/ off@- 3 / -LOT / \ \ .\ / SNo. Co. \ RANCHO INTERCITY \
<br />\ �\ c„G=b48.5Q \ 2 SHORT PLAT %`\ VOL. 12, PG. 46 \
<br />`J�i / I FG=54 `9 \ o N / I j ° \\ `�,p. SP 255(8-84)
<br />/ \ \ -.. 0�1 /G \ \ \ cy. A.F.#850540152
<br />//' ,\vlal` a / a� \\ , . \ \ \ ////N // \y\/ FOUND REBAR IV/CAP
<br />// / , \ STAMPED "28067 / l
<br />6" PVC ROOF DRAIN / , \ \ METRON"
<br />N.
<br />�=548 �� \ \ .1 a ri �i \ 1 ® 61ESSI116K
<br />\\ / ' / \ \ �� \• X.F. 21 0 41 /L�T O \ \ � . � � �jr4QJ END WOOD FENCE 1.9'(E) /
<br />Nh1 j FG=54d OF PROPERTY LINE /
<br />o �) 7 \ _'SEND WOOD FENCE /
<br />R35 \ / / / 2.1'(E) OF PROPERTY BM
<br />OF LINE °
<br />FOUND REBAR W/CAP FOUND CASEDGONG. MON. o. /
<br />\\ \^ �• a° / _ • ? / STAMPED 28067 W/2" BRASS DISK &PUNCH. /
<br />LOT 4 TOP: 546.75 \ .\ \� ' .1 `° •� �- \ // / \ o METRON" DOWN 0.6'. VISITED 7-16-21
<br />s_ i \ / / \ oo LOT 3 \ /
<br />BOT: 540.00 \ . CB#6'�. .°\ /f5 \ �� O
<br />END WALL 0.2'(E) L\\ \ \ L .' ° I --h. /" " / / \ 2 CB RIM=548.39
<br />OF PROPERTY LINE \ \ \ \ \ j } I 4A - /6,,p. CB#S ° \�\• \ / / � / i �\ \ so of IE 12" CPP(N)-545.99
<br />IE 12"CPP(E)=545.99
<br />�cp ° '\ es LOT 9 \ /EX 5 /
<br />�`�° r �� \ / / / FG=548 \ \ CB RIM=548.54 F.FL / �\ 005523004i
<br />JAI,,/ °•' ° s • . \ . -s. / \ IE 12" CPP(W)-545.44 / C/ / \
<br />i I •' �. . \ ,, Op IE 12" CPP(S)=545.54
<br />PROPOSED
<br />WALL
<br />FOUND REBAR W/CAP
<br />\ / STAMPED "28067 \
<br />pF� / / / TYPE-3 DRIVEWAY\ l / \
<br />� o ER COE DETAIL /�� \ .� 'C METRON"pOFFSET 4.0'(NW) r
<br />�' ��\ o •'317 (IYP.) / j i \ \ �'• 'ON 5'b. 0- TY LINE / y0 O
<br />\\ \ sue. \ / \ \oP. y5o / �/ �xo /S /� 00552JO0400604
<br />�\ FG=547.50 / \ \ \ \ 'a " N , P) \ Ot' I \ i / 'h Fi/
<br />\ // / \ 42LF 12' SDR 35.0 0.59XAB 1\ 1E EASEMENT (N \ LOT IQ \\ 000. 6 \ /���� SS RIM=54 .87 l
<br />\ _ 'S� '1N �� - A DRAINAG \ FG=548 l l i i yai / 11E 12" PVC(E)=536.92 \
<br />LOT 3 \ \ - �6. oo / TE \ / /
<br />VA / i O IE 12" PVC W-536.82 \
<br />SNO. CO. \ \ `�c� YD13
<br />SHORT PLAT \ \\ o ✓ O �' 4 \�i �. , \ \ / .� / \
<br />��_ � O `� 1` � Q' $ � � \ \ � CB RIM=547.32
<br />AF.#9801085002 00 5$� - - - �' ,•" �" "�� ° \ ? \ ( \ � ' / - - IE 12" DI W=544.42 \ \
<br />/ o� 5 MIN. (TYP.) G r\G /
<br />q0�.�, A41N rn _ - \ / / IE 12" DI(E)=544.52
<br />�0 6 RISER WITH CB114 \' / \ \ \ . ° $ / Jr\F
<br />CB#7 o GRATED LID - \ -
<br />TYPE 2-48 0
<br />CONTROL STRUCTURE TYPE 2-54 p0 \ (PER COE STD DWG 405) a w A ° ` ° ° \ / 9 o o
<br />TYPE 2-54 0 \ \ - 3q / \ 1 ° / pE(ti�ti \ 5 y\ x \ CB RIM=545.97 \
<br />\ \ N / _ ,� ��"- I\. \ _-- //h�% \ _-- IE 12 CPPN=542.97
<br />(PER COE STD DWG 415) �sA \ / A / / / \
<br />01l . {' \ ,\\ ° \\ 7 IE 12" DI(S)=543.07 \\
<br />1.0'(E,) . / / • ' 'h \ , o II. oe 1 8 \ �\/ % \ . \ / / /CB RIM =545.99 \ \
<br />OF✓PROPERTY "" 0° \ "; ° CB#3 1 - ' O �\ \ IE 12 DIN=543.29
<br />ZOP' 5Q 9 \ / \ i YD 10' ' CB#I /`' /y / IE 12" DI(E)=543.39
<br />eot• \ YD
<br />W HRU CURB INLET I 5
<br />\� BRIM=546.53
<br />o` 54 IE /•2" CPP W =542.33 00552300400702 TILE 12' SOR 35 O E 00 r _
<br />a000(AB) IQ)5hp0� \ \\ LOT 2 0 \ i l IE 12\ CPP(E)=542.43
<br />'\°O°C'• \ F _�48 ` p' E .WM IE 12" � P(S)=542.33
<br />YARD DRAIN (TYR) /� \ \ /� � ' R' \56 ' ) l -544_ _ EX.WM (16R) \
<br />��'S. OO \ �� c'• L �� f � \'y�x FOUND REBAR W/CAP STAMPED \
<br />LOT 2 �OQ. y�o'r>), �\ \ 5 / // \ a ° films I / 28067 METRON" AT CORNER
<br />�\\
<br />' 30 _ - 00552300400800 \
<br />/y'• \\ 1 / / •� � CB RIM=543.49 \
<br />Y / CB112 " / / IE 12" CPP(W)=538.59
<br />4.3' / % // �`� W/THRU CURB INLET �" ` D REBAR / / 1< IE 12" CPP(E)=538.89
<br />152LF 12' SDR 35 O 0.51%(AB) \ / `� I TA ED " 06 / \ E 12" CPP(S)=538.69
<br />AT fjAER(-
<br />1.5' \� !� c� 543 / / IE 12" CPR(N)=540.63
<br />G=� � I
<br />i YD/1 `\ 6)/EX. SSMH RIM=541.21\
<br />IE 12 PVC W=529.41 \
<br />yp$\ IE 12" PVC(E)=529.51 \ \
<br />LOT 1°Q' g'S°' \ l /� / f v \'- EX. RAMP IE 8" PVC(S)=530.00 \
<br />\
<br />D792ASFN �\A p� J+ : SJ` CB RIM=541.02 \\
<br />FOUND RTO
<br />EBAR CAP y��� \ / IE 12" RCP(W)=537.92 \\
<br />Q'. 1 IE 12" RCP(S)=538.02
<br />STAMPED "10424" 2.6'(N) . �O p'�
<br />& 0.9'(E) OF CORNER 4 ,d I / CB RIM=540
<br />- EX.WM I � IE 12" RCP(NWNW)=538.42
<br />IE 8" RCP(SW)=538.82
<br />CB RIM=540.27
<br />FY RAMP \ RCP(NE)=538.77
<br />111 LF RELAY PEE 12' SDR 35 O a520(AB) EX.FH
<br />QQQ\b 38 �� / (TO BE REL001TO 7D 00552300400900
<br />k S `y P / INCK OF MENW.K)
<br />(�, N \ 7 / CB RIM=538
<br />6' FOOTING DRAIN ' O�Y / IE 12" CPP(Nj-,,,,. , \
<br />TO DL CB
<br />NiO CB RIM-539.53 \
<br />i I / IE 12 CPP
<br />CB RIM=534.86 �' `� I / 5`' 7 /
<br />IE 12" CPP(E)=534.83 \
<br />IE 12" RCP(NE-531.16 \ /` / \ �' IE 12" CPP(S)=534.73 \ •
<br />IE 12" RCP(SE)=531.16
<br />IE 12" RCP(SW)=531.16 O� R \ CB RIM=538.01
<br />IE 12 RCP NE=535.61 00552300401000
<br />CB118 I RIM=537.67 \\ IE 12" RCP(SW)=535.61
<br />TYPE 2-4810 W/SOLID LOCKING LID PVC NE=526.52 \ Know what's below.
<br />p PVC(SE)-526.52 \ Cal before you dig.
<br />CB RIM=534.39 ,�pk\ (PER COE STD DWG 405) _ o" PVC(SW)=426.42 \
<br />IE 12" CPP(NW)=51 A\ UTILITYCONTLICTNOTE
<br />/ 00552300401101 \\ CAUTION.'
<br />CB RIM=535.13 \\ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />/ \ IE 12" RCP(NE)-532.43 \ DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br />ep IE 12" RCP(SE)-532.43 \ PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />\ E 12" RCP(SW)-532.43 AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br />\ CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br />\ UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br />SCALE: I" = 30'
<br />30 60 0 30 60
<br />°
<br />s \\
<br />o 61
<br />a \\
<br />47(A81 /
<br />,B
<br />/ STA 12+49.93
<br />CUL-DE-SAC DETAIL
<br />SCALE: 1 =20
<br />REQUIRED NOTES FOR STORM DRAINAGE PLANS
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO
<br />USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND
<br />CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD
<br />SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION).
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br />RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISDNG UTILITIES ARISE DURING
<br />CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND
<br />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
<br />STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE,
<br />DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE
<br />FEATURE FOR THE PROJECT.
<br />6. THE DOWNSPOUTS SHALL DIRECT ALL ROOF RUNOFF TO THE WETVAULT PER APPROVED
<br />CITY PLANS.
<br />7 DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE (EMC), CITY ADOPTED
<br />STORMWATER MANAGEMENT MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY
<br />OF EVERETT'S DESIGN AND CONSTRUCTION STANDARDS & SPECIFICATIONS.
<br />LOT IMPERVIOUS TABLE
<br />LOT #
<br />ROOFAREA (SF)
<br />DRIVEWAY AREA (SF)
<br />1
<br />1,690
<br />535
<br />2
<br />3,120
<br />1,400
<br />3
<br />3,120
<br />1,455
<br />4
<br />3,120
<br />Z262
<br />5
<br />3,120
<br />1,445
<br />6
<br />1,920
<br />3,665
<br />7
<br />3,120
<br />1,255
<br />8
<br />3,120
<br />1,360
<br />9
<br />3,120
<br />1,495
<br />10
<br />3,120
<br />Z226
<br />LOT #
<br />DRIVEWAY
<br />WIDTH
<br />DRIVEWAY
<br />CENTERLINE
<br />STATION
<br />1
<br />24'
<br />11 + 19.57, 24.51
<br />2
<br />30'
<br />12+06.33, 24.551
<br />3
<br />N/A
<br />12+76.33, 34.011
<br />4
<br />N/A
<br />13+08.47, 39.22'L
<br />5
<br />N/A
<br />13+33.66, 19.771
<br />6
<br />N/A
<br />13+37.00, 11.98'R
<br />7
<br />N/A
<br />13+04.95, 39.95R
<br />8
<br />30'
<br />12+29.05, 24.42R
<br />9
<br />30'
<br />11 +63.58, 25.4'R
<br />10
<br />30'
<br />10+96.45, 24.5'R
<br />NOTE DEPRESS CURB AROUND CUL-DE-SAC
<br />1. NEW POLLUTION GENERATING IMPERVIOUS SURFACE:
<br />30,515 SF
<br />2. NEW NON POLLUTION GENERATING IMPERVIOUS SURFACE:
<br />28,315 SF
<br />3. TOTAL NEW HARD SURFACES:
<br />58,830 SF
<br />4. EXISTING IMPERVIOUS:
<br />5,585 SF
<br />5. TOTAL IMPERVIOUS SURFACES:
<br />64,415 SF
<br />YARD DRA17VTABLE
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<br />YARD DRAINNOTES:
<br />1. THE DRAINAGE FROM THE YARD SHALL BE DIRECTED TOWARDS THE
<br />YARD DRAINS TO DRAIN TO THE WETVAULT.
<br />2. YARD DRAIN LOCATION SHALL BE APPROVED BY THE CONSTRUCTION
<br />INSPECTOR AND SHALL BE RECORDED IN THE ASBUILTS.
<br />NOTE.,
<br />ALL CATCH BASINS ARE TYPE-1 PER COE STD
<br />DWG 402 UNLESS OTHERWISE SPECIFIED.
<br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />
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