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i!Y rr _. <br /> ^ UTILITIES EASEMENT TO BE RECORDED AT PROJECT COMPLETION ci- p <br /> sere <br /> }( EXIST. . . P 30' S11-ID LSD N �j- <br /> N ! t7ATr-R ° ° DDLT DOV)1 24• X 36' -SOLID BEAT WIN LID STORM <br /> q .T 'I'crico :cih:An easement s hereby reserved for dnd conveyed to the �, //t1 • �� J. L )J L'ORM DRAIN NOTES : <br /> CITY OF ANACORTES, PUGET SOUND ENERGY, w <br /> GTE TELEPHONE COMPANY, CASCADE NATURAL. GAS COMPANY, \ �. ` LINE TAP 8Y SPEARS TAP FLAT 7U' I = _ <br /> • <br /> AND TCI CABLE. TELEVISION COMPANY and their respective / N^ Z� • f2' FORCE MAIN FLAT WI CLEAN mtr 1. Downspout drainage systems, storm 'dr'oin pipe, detention pipe P Q q F.X.) <br /> P / Z �' f2 a2 STA[NLESS STEEL - and easements will remain private with 011 operation oral maintenance <br /> successors and assigns under and upon the. short plat /'r • <br /> 4� SERVICE SADDLE I being the responsibility, of. the homeowners. • <br /> as shown on the attached drawing e• / P AND 2' GATE VALVE <br /> `Z- / / ,. 1R°� + WITH 2' OPERATING I i ; I�� 3• <br /> in which t0, construct, operate, maintain, repair, replace and 5 / h u�51LE• ',,� NUT AND VALVE BOX PER aaa���''''�''�� �-� �� /'�'[� 1 I enlarge underground pipes, Conduits cables and wires oil necessary F- / / GrV VY . C. <br /> r.. •ANACORTES STANDARD DETAIL �4- t y%M rl ' !1/'1 s_ <br /> . or convenient underground or ground mounted appurtenances. �` \ t2 ±. / {{�' y L <br /> Z / Il F •cy" - 4' PVC SLEEVE FILLED f2 FL) <br /> thereto for the purpose of serving this subdivision and other i , O EXIST. -• E <br /> with electric a / ,� AND MORE THAN 2' SEPARATION <br /> property gas, telephone and other utility service; 4. 2'DOUBLE <br /> EC EQUAL ' � 'ra( GAS LB, <br /> together with the right to enter upon the streets, lots, tracts O` // // �4� DOUBLE CHEC C 'VALVE !T S:VACE 1N &Le IeWi> O <br /> and spaces of oil Limes. for the purposes herein stated. Vcv A, / / sv 2' GALV, PIPE 1 SEE ATTACHED VENDGR , • <br /> q 0a ! . Q / PRESSURE LINE Ih' CRAVINGS <br /> d PVC SS S # <br /> /OC) // q ♦ 2' rLY6T C EJMIAt) 4' Pvc SLEEVE • 0--i C') L • <br /> 0/ / / ,% a� . / , O O \ DOUBLE UM VALVE FILLED n t� .ar �r�® p a <br /> / / / �¢ O� - \/ .48' MAIL VAULTS _ _ UNIDN CONTROL FLATS •7�� ■ r� MT�V�•�L�t♦J>/�+ �e _Imo-. F a -_'. <br /> j7 <br /> / 4/ / V hbb / c7YP) 111 a- _ r' y �" n <br /> f h f - <br /> /` +�P rtQC%�%1 /� �1 . , ry SUNS VET 'VELL EN � 48' DIAN VAN TS � v�, o a U -¢ <br /> / Ri% / j 4,, + !' 2' CALM, MP) <br /> / -QA' /: / l/ ryr0 t TAP \--7 vat VALVE RA7LS.FOR _ „ . 24" N-12 - d <br /> +�' // / „/b/ C PIMPS PROVIDED BOLT d SEAL 4 ELBOWS U <br /> ^, n 3Y SUPPLIER ,� <br /> /// ry // <br /> a KNOCY,.OU I BAFFLE TO'R,.I..R /� y�,�1� .y+ <br /> flU <br /> / , 9 4' PVCs • airs ' el '" C/ SD CB OR GRAVITY LffiE 1/ / ; J/ / r� ii / OPP • u/ EACHSJDrOFJOAD <br /> RIVATE DRIVE' & <br /> LADDER Os <br /> • /j 'STO SIGN 'rl j <br /> // ` y / '/ ¢ ' ' ` 4' PVC SS ' C 7�� DETAIL <br /> \ SELFPtTxLFtODR COUPLE WITH J2" rY� lie aA `� 1 [�� <br /> SS BASIN & PUMP •ASA}4ILT �a PRIVATE SYSTEM SS PUMP BASIN DETAIL CPeP 11� i5 (^,'�,r�l O <br /> • ilk . / . • <br /> _ SCALE: NONE 4' ELBOWS 30' DIA ~'t ^�•1 raj SEE DETAILS / / L i S 88•39'2T E 342A5' SDLID LID C'i`°I } p <br /> ARE /` i / �ltt7 \\rS 88'39'27' E 203.5T P�� �j .y' <br /> ISYORAv'!i / / � :/ ;FOURO t . _ ;NN\C-. <br /> - r . � . E + Cl2 CO <br /> b / ;' WATER ! r {,;(\\ ��Q LOB #2 TERDIINAT EASEMENT SOLID COVER 1.44,l Tr <br /> f ` f L i SOOT Of PROP % I •-+ '� <br /> METERS Cy�j FIL( I —3+00 H LINE 30 OPENING PROVIDE CHAIN FOR <br /> // / / \-j \ AR A �, 329 SO FT TO PREVENT ACCESS ! I RN £7E ..= 250' ADJUSTMENT 'OF SHEAR x Z <br /> /. `4 / OTC SEWE.. PIMP, 7 1 ! TO A�.IACENT PROPERTY ry GATE �`S W <br /> / @ CONTROL Sii \ \e ` Qy \ Q >�je / rn j 1 •����������� �� TOP Of SURFA • <br /> CING <br /> / 0' // �'/• % c\ ROVER ../ <br /> ; / 1\ r \\\ / /' 1' / SEWERRY / / ) ~' ( eel 1 �. <br /> % i '! % . 7.1:s• \ H0�5� i HARK L6r 4 18' JIAM BAFFLE 18' a <br /> C3 / \ \ p �1 W <br /> / / a'^ 1 \ \ k+/4VANED GRATA ? i /' I ABOVE SCREEN -�- { 6 'Y 4" LL80W I%ITN 2 11/16' ,-.4 c '� <br /> \ � / Ei' / i / SS O / � , , , 2+75.00 2 / 16, 489 Sn �7 04fRFOlY fCfY- 24310' - 12� f PROVIDE �C O <br /> A - Pr ' RIM Ey�tEV.=244. I r HOOK OR1T,C£ p c D <br /> /` / '�/ CS8 TYPE 1 l '� INY�IN/OUT = 41.12' t GA ' AGE I: , SSCO 0 STRAP TO CB1 ' <br /> / �� / } r W// VANED GRATE/ i 4 0i1 WITH <br /> / /\/ 1 / / f9IM ELEV 244,5E \ ' \ • `' \ _ _ _ 86 39'2T E 80.00' J�u •••• - 2 1/2� O�IA. OR! Cf <br /> / / 0 ! (NV. IN/OUT =,. 24104' / �' AV / ORfTC£ 3 £LEV=242.10' _ <br /> / / \' / ` { \ ��� �� I i m ORACE /2 ELE =241.40', <br /> / / / ` % x� r - \ ♦ i� % j''I r f °OTRANSFORMER SEWER <br /> ! Q P f 24' N-12 S=OX .,..I <br /> / / iEXIST. _ t . . • . Cr a/ ' , = GTE \ Y �o /' oI COUPLE 1 <br /> / i' �� _ 2� E I b0 / ROOF DRAINS TERMINATE AT \ , ' i r) <br /> / j s?• /' WATER / / 24' TEE / /� , �-. - �� 2fSQv+ i ICI SPLASH BLOCKS AT/HOUSE m <br /> Sj / j4_TER i / 24/ 45• ANGLE ///\\ i <br /> / / / 4t ( 2 PL> /// ) \ - r 1 / / ANU CROlNO MUST BE GRADED \ z !NV OUT = 240.60'� T �.1NV IN = 240.601 Crz <br /> % / / // 4 i' .`° / / e�%//// \ / TO SLOPE AWAYROt4 HOUSE. <br /> / / :' / ! '�/ /// t�o' ; I / • 4' PVC SS FOOTING DRAINS BY 4' CPEP r , 12" CMP 2 CLEANGUT ACCESS 'W/ <br /> / CJ / / yJ`` / ,� / ! `3, /// ` �,_ / PRIVATE SY ' IEM TO DAYLIGHT AT PRIVATE ACCESS j "rD SIPRQP TO CB <br /> ROAD FOR SURFACE DRAINAGE TO \� a SHEAR GATE AND HANDLE <br /> / / _ `/` �O :i` \%/!/// l �SSCO / z ;� // LINE SEE _ T C2 DETENTION FACILITY see mOto I �� 1 <br /> / list c:Iii <br /> j ,ti . 2a// � � --. �.. n ' - 1 TYPICAL EACH NEW LOT �` r <br /> // /�/ / ��� j 20/Wo� Jr q0%%// / J' � T . : Z • `, M .� SSCO LOT_#J _ \p+Ip. I >Th..... <br /> Es' <br /> // �<vI /// - -� - , / ����1L� - ORIFIGEaf=NI1� IN r4 CD tzp as <br /> / / / / / /// � co <br /> � �"` '' 10 b47 SO f \ 1 �1 ao <br /> f ri / , //. kxlS] /' / ; 3. BOTTor40c ,z c. P <br /> //Q�P// r / ji / -' //L// / HOUSG I . • �/ G• [n ^�� `• <br /> ORIFtGE = 1 3/I6°.DIAN. P � � OD/i •(FILL <br /> AREA I ///// �' GARAGE °' (0 At". °° A \ .� .d = <br /> • / o : i / s // GARAGE LOr i1 SIN i \ co. in <br /> / �, / s Q�p -- 13 830 SO FT ' / bF it. 5 \ \ I PROFILE E-+ -� .N 0 .:a <br /> :- /OqV, J g�fF 11' . i 80 LF 24' SD � / - - 69.53' 40.00 PC/ <br /> P — _/ TANK - - o <br /> .CONCRETE JUTFAL}/ t o P ,.�• . - - t ^ co C� <br /> AT SD OUTLET r �"_ / L I - - Y - 2�Q,32' {n S 88'392T E 109.53' �, _. w cj Al <br /> LINE DITCH / �r ' --- - - _ _ - - _ _ S 88 392, E 95,55 CONTROL CB DETAIL TYPE II 48 DIAN: a; <br /> /�' /' - CIMM1 TYPE 2 CONTROL MH SEE DETAIL " - - - - SCALE: 1"=1.0' <br /> • RIM ELEV,=250' S 88. 39 27• E 315.87' <br /> / INV. IN/OUT = 240.60' w <br /> / t . PROPOSED SITE PLAN AND LOT BOUNDARIES • <br /> // EXSITTNG SD CULVERT <br /> r O <br /> / • <br /> EXTEND EXISTING ROAD iltSCALE,• 1 "=20 ' I TYPE 2 CB TYPE 1-L CB <br /> •70 CONTROL STRUCTURE ALIGNMENT: SD STORM DRAIN RIM ELEV. ._ 245.5' RIM ELEV,= 244.54' d <br /> GRAPHIC SCALEROAD SURFACE w <br /> ix Hip s ti mi <br /> EROSI❑N CONTROL AND FOR NEIGHBOR ACCESS Elevation displayed at IX scale. _ - my. OUT 240,60' INV OUT = 241,04' q <br /> TO ADJACENT PROPERTY 20 0 10 20 40 50 25o TT"- - 'T - BURLINGTON TYPE CB W <br /> PROVIDE HAY BAILS FOR SEDIMENT • s - .- �'^ RIM244.54' K‘0•01 Pi <br /> CONTROL TN DITCH AS NEEDED. _ Ili .4 <br /> E�c� dND -- — �� � INV. OUT = 241.i2' <br /> T• ELEV.=. <br /> iiii" <br /> ( 1ir FEET ) 240 --- <br /> ,S �' 24/STORMf DETENTION PtaE ° Co <br /> ALIGNMENT: C ACCESS ROAD o 1 loch = 20 et. a / - --_ — �— _ -_ — SL SD PIPE <br /> SEtTPE 5 <br /> N - ----- - _. ---'- ..._-- SLOPE _ ,OS! • <br /> Elevation displayed at 1X scale. o Q) • <br /> in c i 7o F s' SD PIPE O wr a <br /> 2•J - - i • • <br /> o c ro + con SLO E APPRDX =10'/. r o o <br /> NN > ,rip -� • ao <br /> N c� „o r� INV OUT (�T DITCH LINE � 'd' <br /> I N V LLyy APPROX,= r34' <br /> j I N N �J <br /> + CD 2.00 /O to i� .• CLO <br /> O __N N OJ +O O W t0 c0 n t` W r` to c i In oft-o .-I o rJ n[V g p +G 6 tp 6 c01 co •D U ) <br /> 12, 30. �• NN N!N *In O NN NN NN NIN F cV NfVN <br /> 0o h, NEW ROAD 'GRADE • > <br /> to o <br /> • <br /> to <br /> o PI <br /> i PROFILE OF PROPOSED STORM DRAIN <br /> > SCALE::cz 1 "=20 'HORIZONTAL/ 1 "=20' VERTICAL �` 1,....; <br /> 225. 1 -- _ i___ <br /> cp1 • 6 ING1 ES OF 2 U2 INCH MINUS BALLAST MEETING__ DO <br /> • N o O to ui ID ., co N O c sh r7 J 2" GLASS B A5°HAI T TO t E7 hSOOT SECTION 5. COMPACTED TO 15%OF THE hIAJCI ISh4 DETl51T ( AND apsaea0d� r:LI CD 1 <br /> • Y� 0 (D to - O coG) r+') <br /> N'�N rn N r-. r7 to to O co MffiTIt{{i rJ51lOT STANDARD t 0 3-03P1(I). <br /> 'n r, N N rFV N N eV N eV N N N N N N t� R IDVDISTIJRSED EARTH GR SLE6RA7E St1PJ1 L'E PREPARED �V �� <br /> �j 1�- Piscto•�5 OF GF461414ED rJ?' FAGLVS NEETIN6 7 ' p1 E , <br /> a ¢ O U F- a� U In U F- n F- rn F- VL5D07 SiAYpArZD V0.,4-03,4(31. A5 PER iFE CA>7RRsR4T H,SA.O;T- SPF.GIFlGA710N, THE 5T;8GP.ADE. ',� 'i'c„ r- <br /> L J n D a co 0. uo CL a7 d CL O C ,- CL SHALL BE GONPAGTE0-TO 45% OF TFE MAXIKIM DENSITY. tir m . coil <br /> r <br /> l }.�. Lc; N ! Lo ago o 2' HORIZONTAL �5� • // '7�6` ! C" r� r�. , <br /> co o L� o + + + +to EACH SIDE 3� © i • " s ` 'J 1,---4 per+-+°q C-- <br /> N iV - ills.- i)� ° <br /> /, 27:07 <br /> 10 -D" _ . + — T 01_0 �Sae��510, �G\C� �t��'t p <br /> o VAL SH&R1 NO. <br /> I _0„ 1 '-0" °..I'Wea0444.- <br /> '`) r` L.-- 'f rn CO + rn rn !` * 0 0) CDtrn d• c0 CD CD N rn t o' Jam• ASPHALT CURB °SC 'IEXPIRES 6/02/99j C i i <br /> - <br /> N C0 to 0 r� 'd' +n I� N Ln 0 rn r` r-•n o .•- - <br /> d N co n N ca 1 \ <br /> �Jr' ri o e; rr oo NI a ui d ao; <br /> N O. cD re; 06 N +A N -d- M O „) 6 (TYP) <br /> M r7 r� -tiro d v NI- ri rn�� n o c0 co o I CD w co cA c0 O CO �It CD F\� \ "'— � fit <br /> NIO N N NIN N N N N N�N NI(V N N N N NON N N N N N N OIN Z \ - / .' .-..l . � i- �I I I;EV;: C <br /> 4 O O 0 O coj O Op O O O O - O .c0111 .. I I — ,t -, ,.;u ,, ., � . + . <br /> Ci In O In O O In O uj O Lfi po up• <br /> I i 'I I I__ i ' t ` ) II .. i y1-. > r--+> ' _ - „ ' �r• `' - C` ) '� 1.,_ II i I ' I I- 1tt8 IV)U: �81 <br /> O N Tn r-- 0 N O7 t� O N to t` O :-- _ I l I I I I ' .._. I I fi' I -. I I i ._ , <br /> + - + + + + + I + + 1 I ---I — 1— I ^ • I I • <br /> SCALE: 1•-$0'O o 0 o r _ DATli: : Feb. 11 1998 <br /> N N N N C^, r7 I^i t o — I I I I - , , I I I L..:..�' I_ ! I — I I I <br /> I I— I L � III —: •—L -DRAWN: D, BERRIGSTAD <br /> PROFILE OF PROPOSED PRIVATE DRIVEWAY _ AS -BUILT 1 - 11 - 99 CHECK: - <br /> SCALE• 1 "=20'HORIZONTAL . 1 "=20' VERTICALPRIVATE , 11 <br /> TYP ROAD X— SECTION c ` ; SHEET 1 DF_;1 <br /> IXem <br />