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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 />551- -1.2\ / ��9- -• \\ 0. 6'
<br />P��fF \\ j LOT 1
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<br />I .-K LOT 5
<br />FOUND REBAR, NO CAP
<br />1.1'S & 0.6 W OF 1 j� - REMAN) / LOT /y ("('.• ' % -\ \oo \\ / \\ \
<br />CORNER. FENCE 0.2'(N) / / J�4, I \ i `', 0, ,N �1 FOUND REBAR W/CAP STAMPED \ \\
<br />AT CORNER '( �/)�/ �� .'..:. ORS t } 28067 METRON" AT CORNER. \
<br />END FENCE 0.2'(S) I I ' R 15 ��� ��S / HOUSE��1 RAVE o o \ -532- FENCE INT 1.6'(N) & 1.0'(E) \ \ \
<br />OF PROPERTY LINE \ ,� F,�'� pp��"" J{10532 (TO \ ��m'� . OF CORNER \\ \\
<br />FOUND REBAR W/CAP STAMPED r^.,. "° l i10 ) /� 16' \\ \
<br />uu DECK yW / \ \ \
<br />28067 METRON" AT CORNER. \ \ `�S`sA6 �1471 0 / / \ \ \
<br />FENCE INT. 0.1'(N) & 0.1'(E) \\ \, j As o- C? \ 0 REA"7F a ((UI / / I 0 \ \
<br />OF CORNERS \1 \ '.000 ? (TO REMAIN) REIWN)J, I 55ti�o0 \ \
<br />LOT 6 \\
<br />ASPHALT LOT 2 \ BLOCK 3 \
<br />g\ i- \ PLAT OF \
<br />SOT % \ � s1vo. co. \ RANCHO INTERCITY \
<br />F0=N8.5D SHORT PLAT VOL. 12, PC. 46
<br />G=4 NGSP 255(8-84) /
<br />A.F#850540152 \\
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<br />15,00,
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<br />/ / / / \ o `� \ i / / /i' \ STAMPED "28067 / l
<br />s- // • ° zo 8" PVC / /
<br />FG=548 - \ \ .� a ii ° . ram. 1 CIESSA �TYi SEMEN-
<br />IA:F. 4921 0 41 iLOT O \ \+� END WOOD FENCE 1.9'(E) /
<br />Wv \h1 j FG=541i� \ \ OF PROPERTY LINE /
<br />I % / / / - / \ / l j a 4 / \ _'SEND WOOD FENCE /
<br />2.1'(E) OF PROPERTY BM
<br />LINE
<br />�\ /\ FOUND REBAR W/CAP FOUND CASED CONC. MON. o. /
<br />101
<br />�• a° =s ,s / / _ ? / STAMPED "28067 W/2" BRASS DISK &PUNCH. /
<br />LOT 4 TOP: 546.75 \ +� ' a , �. . r� '' s \ / /opo METRON" LOT .3 DOWN 0.6'. VISITED 7-16-21
<br />BOT: 540.00 "r\ ' ' \ x �' CB#6 .� i� , \ . <°\ / %5 / \ �
<br />END WALL 0.2'(E) CB RIM=548.39 \\ // 0 •� /
<br />OF PROPERTY LINE W," CPP(N-545.99
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<br />\\ \\ ' a •`��.. / IE 12"
<br />// �� \ �L\� �' CPP(E�=545.99
<br />7 LOT 9 \ \ /EK 5 i . 1\ \ \ \/ 'Z - • \. `�� ' �� \ / / l / FG=548 \ CB RIM=548.54 F.FL / /\/
<br />005523004i
<br />IE 12" CPP(W)-545.44
<br />IE 12" CPP(S)=545.54 \
<br />PROPOSE II \�- ° \ J / \ ° (� / /
<br />WALL
<br />I° . ' .�` � / / \ 00 � FOUND REBAR W/CAP
<br />STAMPED "28067 \
<br />�Jp
<br />pF� / / / TYPE '3 DRIVEWAY\ l / \ � COE DETAIL
<br />PR NSF !1• ti0 \ \ y�\ \\ MoNE' TRyry5,N�o00° 0(/NW )0LINE s. 5xoo /S r
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<br />\\ FG=547.50 P) \ �7 7
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<br />\S°y ,.;\1 42LF 12� SDR 35.0 a59XAB ' °\r A ° IMAGE EASE \\ FG=548
<br />\ VA i O IE 12" PVC W =536.82 \
<br />LOT 3 \ \ - ��' o° / �' TE O� \ / /
<br />0-0
<br />SNO. CO. \ \ `�"� YD%3i' P`: ti / l \ / cC \
<br />SHORT PLAT \ \\ o 1001
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<br />- CB RIM=547.32
<br />A.F. 9807085002 \\ \� O �a �� / 5' MIN. (TYP.) ,°G� \\p �y ' `_- ( \
<br /># �. `� ` 5 \ �54- IE 12" DI W)=544.42 \
<br />MANHOLE rn _ •,�^ \ IE 12" DI(E)=544.52
<br />�0 6 RISER WITH CB#4 '
<br />CB#7 o CRATED LID -,� TYPE 2-48"0
<br />CONTROL STRUCTURE TYPE 2-54 p0 \ (PER COE STD DWG 405) aa w A ° \ / 9 o p r / / \ \
<br />\ �1. I ,° / ,,y�s_$`l \ 5 y\ x CB RIM=545.97 \
<br />TYPE 2 54 0 \ \ \ 3q / / / �\ - / h� b _ E 12 CPP N =542.97
<br />(PER COE STD DWG 415) �sA \ / A I I� ` • / / - - \
<br />,\ o � a. � {' � s 8\ ° \�/� 7 / IE 12" DI(S)=543.07 \\
<br />II. I o ° \\ / \ \ /CB RIM=545.99 \ \
<br />OFV PROPER-" ' I"IE- 00 \ �° "; ° CB#3 1 _° - /J O �\ \ IE 12 DIN=543.29
<br />ZOP' 5Q 9 \\ IO/ CB#I �`' /y / IE 12" DI(E)=543.39
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<br />\,Wl'fHRU CURB INLET
<br />`BRIM=546.53
<br />o' E 12" CPP 6.-542.33 00552M0400702
<br />i1LF 12' a0 35 O (E)\Soo \� r _
<br />a00S(AB) Q: gh�000 \ �� LOT 2 ""- o \ 1 / IE 12� CPP(E)=542.43
<br />'COp'C'• \ .F �482 ` 0 E .WM IE 12" �RP(S)=542.33
<br />YARD DRAIN (TYR) /� ' R' l _544_ - EX.WM (1BR) \
<br />��'S. OO c'. L �� f �'y�x FOUND REBAR W/CAP STAMPED \
<br />LOT 2 �Oe. yn0'rjr �\ \ 5 / // \ a ° films I / 28067 METRON" AT CORNER \\
<br />_ B00552300400800 \
<br />CB112 / / IE 12- \
<br />4.3' \ / j /i / 1< IE 12" CPP(E)=538.89
<br />W/THRU CURB INLET � D REBAR / \
<br />152LF 12- SDR 35 O 0.51%(AB) \ / o ^ \ / I STA ED " 06 / IE 12" CPP(S)=538.69
<br />1. \\° - AT %ER(- CB RIA)L542.93
<br />1.5' \�� !f / / IE 12" CP$(N)=540.63
<br />�i G, 643 /� �'\ s. " "� c / /EX. SSMH RIM=541.21\
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<br />/ i �0 �j• \ \ / // $\ / , 1 / IE 12 PVC W=529.41
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<br />IE 12" PVC(E)=529.51 \
<br />LOT 1 •Coe 0r;S9 \\ / \ - EX. RAMP IE 8" PVC(S)=530.00 \
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<br />D7925FN �\A p� J+ : SJ` CB RIM=541.02 \\
<br />FOUND REBAR AP
<br />y��� �\ / IE 12" RCP(W)=537.92 \\
<br />STAMPED "10424"
<br />Q'. 1 IE 12" RCP(S)=538.02
<br />2.6'(N) . �O p'�� � ` �� �
<br />& 0.9'(E) OF CORNER 4 ,d I / CB RIM=540.52
<br />77 EX.WM I IE 12" RCP(NW)=538.42
<br />/ (TER) - \ X.so IE 8" RCP(SW)=538.82
<br />CB RIM=540.27
<br />RCP(NE)=538.77
<br />IIILF RELAY PFE 12- SOR 35 O a529(AB) y '
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<br />6' FOODNG DRAIN O�Y� / IE 12" CPP(Nj-,,,,. , \
<br />TO DC CB
<br />'� � �� I TO CB RIM=539.53 \\
<br />CB RIM=534.86 IE 12 CPP
<br />�' `� 1 / 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 CB RIM=538.01 \
<br />IE 12" RCP(SW)=531.16 pR \\ 12 RCP NE=535.61 00552300401000
<br />CB118 1 RIM=537.67 \ IE 12" RCP(SW)=535.61
<br />TYPE 2-4810 W/SOLID LOCKING LID PVC NE=526.52 \
<br />CB RIM=534.39 pkpp (PER COE STD DWG 405) ' PVC(SE)=526.52 \\
<br />IE 12" CPP(NW)=5: \_ B" PVC(SW)=426.42 \
<br />\
<br />00552300401101 \
<br />CB RIM=535.13 \\
<br />/ \ IE 12" RCP(NE)-532.43 \
<br />ep IE 12" RCP(SE)-532.43 \
<br />\ IE 12- RCP(SW)-532.43
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<br />14
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<br />546.02
<br />SCALE: I" = 30'
<br />30 60 0 30 60 1�
<br />12+49.93, 14.21'L(AB
<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 />Know what's below.
<br />Cali before you dig.
<br />UTILITY CONFLICT NOTE.'
<br />CAUTION.'
<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 />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 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 />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 />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, 39.221
<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
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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 />
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