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HomeMy WebLinkAboutT-297702A PORTION OF THE NW 1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. 1 NO EXISTING STRUCTURES ON -SITE , FLOW LINE TO BE DIRECTED AS SHOWN 1 R NOTE. FILL °AND COMPACT THE ROAD NOTE. ALL TRENCH RESTORATION 'SHALL BE PER ON PLAN 'PRISM : TO FINISH. GRADE PRIOR TO "L 1 F Z w RATION CITY OF' RENTOTRENCH RESTn EXCAVATION FOR THE INSTALLATION wIN� D P G QN J�- 7 9 w 26' IPRIV ROAD AND PUBLIC z OF THE WATER MAIN AND FIRE HYDRANT. UTILITY EASEME NT S T R E E T O _ L Y STANDARDS. S: (V' ANb (20 ®QRIVEWAY ) a 12 EL n [� (0' 0 DRIVEWAY) 'a 120 � 5' w r TF�TIQf�,/� IN BEYOND 1• A.G PAVEMENT %, - 2n �9 FENCEI IA'E s Q NO GRADING BE 0 D 18" P H T �(C' 0 DRIVEWAY) ]]]�., �. -1.0 S. (lr- f POp 1; � v01, SHORT PLAT BOUNDARY AS A L 9 ,,) % w WEDGE CURB! I _ k` GOF rC i' - - - - -- - -- ji 2s. A2.1 MAX__ 133 -v == _ 3'' - - -- -- - - -- C [� X x -- - - -- - - - - SLOPE r - _ y nra7 w - -- - < 30.' �AN� - _ -7-•X X_- .�"r'�.p�•!. - -X �� 75.585 - - �5 ses - 4- 4 x 7s.sa2x l I. . H ,EXIST. GROUND - -- ¢ ;I, i O Q+ \ \ �L2 "' COMPACTED DEPTH LOTS #3 AND #4 WILL REQUIRE - -� CV O CLASS B" ASPHALT / FIRE SPRINKLER SYSTEMS. - - _ -. � - -.. _- ._- - ---�' r�. - -_ -__ _ MIN .FEE: 422:0 �...\ X A c L 2" COMPACTED DEPTH - - -- - - - -- --- mw... 'ASPHALT TREATED ,BASE (ATB) - -_. ��.` LOT 5- - - --- SOT -F) - -- -- \ I a \ TFIEBE PLANS ARE "AS- BUI�7' � ° AND THE INFORMATION ®° \ \ 2 MIN. COMPACTED DEPTH ACCURATELY REFLECTS �TM a MIN FFE 422:0' f1'y iO \ FIELD CONDITIONS AS O THIS v I f - r1 \ CRUSHED'.SURFACING TOP COURSE c�..,� LO.T ;3 c� L�T 4 -.__._ I �i 4" CAP (MJ) - -- 4.��.!----- } - -..._ \� 1\ DATE 1�p /�(,u�Al2 2 i I J 2 o I - -FRO CURB`L�D 10' \ \ 4" MIN. COMPACTED DEPTH Mme_"" j N „/n MIN FF�: 422.0' `� - - ....a1 2" BLO oFF AsSY. OM EDGE OF c W CR( SHED SURFACING BASE COURSE Qp pLS t MIN FFE x22.0 t \ P :." / 20' WIDE PRIVATE JOINT M \ °j F _95 %:MIN COMPACTED STRUCTURAL FILL Y�.LIA M`" I (4, 1" WATER ETERS ASPHALT \ x DRIVEWAY: ESMT. ,FOR -- DRAiNAGE,STUB FOR S 2,3,4.,& 5 - FIR DEPT. EX] STNG CONTOUR (rvP) T UT FOR LOT EGRESS /INGRESS & UTILI IES ROOF CMAINS O_ ?r NO N W 9LS.(G \ 't - __ E h T.' (, ARKING) r �I E, AROUND � ,' 6.. PVC SDR35 -_� (TURN,'. \.'.. '.': r-. / :. &JOINT 1DRIVE�PAY SECTION \ �, , _ - SA /V s, .vER ,+nH PRIVATE' ROAD ssMl+ r ✓e.'2 (sNattcow_ - ESMT. I / I/ - -- � - -- - EDGE: PVMTI 1 , RIM . 1 - ' x rn r + 1 +1 1 MH 1YaE'$ -CIrY 5T0: BG72) /. , .. 1 o N LS. STA 0 30 TO 0 n )It n EX; N y o r 420.p I ) r*. +�s � � � r I i < I. . " F� P✓ W W 1 Fi_ .. Il 1 1 1 � R /M. ,�____ ,r4z /ai \ o � 235 8 SEJ✓ER ®0.5% 1 N I IL' 4 -lfc•& E 1 ° m i : to o :v)� �' / N F , . d O - I F T' 7 FOR TYP: ROAD 11 1 � /E::a.u? -r,5 E I 20ASPHALTI$uR. � Kto.i� SE� SH (J s a i a Y, y - �r � i` 18 r4 9' -�_ _. � X45.0, 3 2 CTIONS FOR 1, NE 2 Jth RLA x _ U + , SE X X -x - -k - - >;- - 13G: 5' 20 :i0 --- I% Gg�.2S4 r9 %h-4E F�. x 89. G5' 1 21 +00\ 21 +3 :z o 1.. ,. �Fi �c � - c x\ 2S, 22 +0089.G65' RiWI�X41 > -7 Z•, '. a, I I x \ �'tnlrEl.N�: ,_, I,. , _ Jr ''..I 1 �. '':2� o J _.: IAI /I.kD9•'Ib `. hl Z 5:50' S: -/ >F r F'nP x \ FE; ✓ 'E C�:4n., R IS 26' WIDE PRIVATE ROAD p o + ° / I I - ' S.10f PROs' o p + o \. - FLOW /LINE:' I U o f 3G' / r C1)RNE q ACCESS'' ESMT. FOR o a j a E �' 41'T.2 EGRESS INGRESS & x � /, ✓,/ - PRIVATE' DRAINAGE \ m L F ° / INSTALL ' SERVICE CABINET ° UTILTIES ' /I ` r 9c CABINET NUMBERS. SERVICE DRAINAGE' STUB FOR_I� EASEMENT TOP' OF SW LE g k c C ROOF DOW NSPOUTS (I ) E a EXIST. CB (TYPE t) t `' CABLES (_3 -t Zs) AND CONDUIT E T J �� `o Z ~ a 'RIM ELEV: 425.50 1 )' I� 0 6" PVC SDR 35 14bC GDH - L n o N I - 1� L (2" SCH. t'0) SHALL CONNECT -. 20" SIRUR6Ti ll r r } J I.E. WEST: 423.48' (6" CONC.) ^^ L \ (� j FROM SERVICE' CABINET TO �- o FIRE HYDRANTL' I A PH 6.2 }gg -{g�� 1 I- o � / - t,r? : 1 t" NEAREST P'.S.E .POWER, SOURCE. Lrn LOT. 1 ASSEMBLY / 1 / \ MIN FEE: 422.0' ` 1 1 1 w SAWCUT MIN. 12 INTO 1 13' 13 2: o S g ¢ Q v U� I MIN FEE: 422.0' 6." GATEi VALVE FLxMJ �- � _,k; EXISTING ASPHALT 1 / .: ATED \ FlRE D PT.. TURNAROUND- LOT NIA �I 8 "x6" TEE (LVE (I V) w R A OIL BEAD I 61 6' STRIP TO BE DEDIC I \ �NO PARKING) 791n%5K^ WP, caQUA►h] rn ? FIRE HYDRANT ASSY.: 3. Z o / SEAL JOINT W 0 D // I. ( ©. ! �. 1,_ ✓) � TO THE C /TY:OF RENTO /V�,.'. : r OI II II .-- 75RIVATEORAINAGE '1AAIK 19LF6" D.I. ~ P EX. POLE TO BE - - -- R GUTTER \� \ 10• SIDEWALK ESMT.� ry +1' EASEMENT (TOP OF SWALE) ?I 8 "x4" REDUCER (PExFL) Q Q I I 12" THICKENED EDGE- - 1 BEGIN CU D, o W A PHALT CURB , p RELOCATED TO EDGE SIDEWALK & 28''' PVMT.� \ END CURB, GUTTER' 1 n 4" GATE VALVE (FLxMJ)' 1. S ,., J \ I., \ - --- - �. I 1 1 =GONG. BLOCKING LiJ I_ O ( OF NEW R01N. 0 1 a I � I > � b GIIIFWAI K® 079 z i ( M 25' RAD: APRON 30' Row DEEDED ro c;Tr of RENro v 2d, - 1. & _ •\ \ ` 4'2 -12 "' CPEP- V BE SID CURB GUTTER I • -r / ®. �� o' UNDER PLCORDING .A10 2G0107G9CG1634 s REMOTVFENCE\ ASPHALT SIDEWALK o GlrvEwALK ®0 +29 �I - Z �1 \ TRANSITION RAMP \ 6. o O.i:o.92 \ 30" 20" - 1 Q' 7. 26 15 E: 416.7 k A 42" I 30° 12' ASPH TAPER -� TO P.S.E. i W'_END CURB,-- GUTTER _'€ n 7 -nN \ \ TRANSFOR ER, '5• 20' -12" CPEP u' „; - - - _ C - - SIDEWALK & 28 PVMT. N 1 __ C, FENCFL( ^1F 1 ' ®2.00' / t!1• �_ 1 SIDEWALK 1 25 IR " wM �` 5 +27.5 EX. 1 1 + - -- - 91: % FLOW LIN: w ss 47 FH I E _ - -- , _ 1 -_ 1 -- NE - 20 c = -22 WIDE ASPHAL 1 - -- --_ . �C I `POLE -- �- _ -t- -- � / u �` .SIDEWALK --� I 1 I �' I� s OF+{.RAYfL --ROA Z +00 t �� O G inj C m EW ROAD i+ 0 N 3 +J0 EX. POLE CL i ' 12" •b W _i X- -k - 1 1 13 h / I 1 1 1' C.l. :7, UA G W + 6' 1 EP (9 ?�i I' ARRICADE, r. / :� -1-- _FELINE 1 ,EDGE OF GRA R 1 1 Ca ___ J o - - _ - oac W / W { -N -- -L INSTALL B / W - -- -i END OF PVMT: • - - - - -x- - - -- z a - - FENCEL RI�EIYA> X- X X -_ _ - - _ GRAVEL ROA I 5• GRAY nG /c.� X X "� ' _GRAVEL RCAD I " © Fri .532.6 i' N87'25'08 "W 5. L NE. OF .h'. <' .VW _r /a OF Ff .J- 2.? -•, �- 1 / FENCEUNE- -n 'ROW- I.._ o ( ) r / 3 +53.68 f (- 6T y - -- I / Y EXISL E•i. 425.79 / P OP LINE / �� - 12 CflEP C� 1.09; - -- - - - -- cuRR \ RIMr ELCB rr5E 1 4' WIDE ASPHALT DRIVEWAY \ iw01N m .E.; /SOIJTF. 423.27' (t2 PIPE) APRON. TRANSITION TO EXIST. �: V" _ b I DRIVEWAY r/� a'� �Q / / +43.14 (20tH r a 4' WIDEr ASPHA 15' 3" _ ( 0 REPLACE E ST. 12" CONC. LT DRIVEWAY 9i o +oo PRIc STREET NAME SIGN 12 THICKENED EDGE APRON. TRANSITION TO EXIST. EXISTiPJG ) s' I 3G' (SEE DET.:SHT. 5) CATCH BASIN (TYPE 2) NEW CB #2 (TYPE It y % WITH 26' -12' CPEP ®1 �% "NE 20th PL" & ASPHALT CURB DP.IVEWAY 12" THICKENED EDGE ®CPEP STA 1028, 11.25rRT l SAW 4 +92 113.25E'LTSy EX IS TING _ H a 5g SEE SHT. 7 FOR, TYP. ROAD "DUVALL AVE NE" SECTIONS FOR NE 20th PLACE ASPHALT CURB I HO RIM: - rr�vT- 919.151 SEWER M IE. 4;-frv'� 41626 RIM- 419.641413.96 RIM ELEV. 422.01' w NEW CB 4 TYPE 1 IE: X414.9'S S6 ' GP+4) IE' ¢ gq 415.85 E. NORTH: 415:51' {20" PIPE) -, 1 STA 4 +19,' 1. HI INSTALL MO UMENT E N.E.: 414 51' '(8 PIPE) STREET LIGHTING, TYPE II ,JUNCTION EOX RIM: 4-t9:339l5 (PER CITY S D. #14031)' EXISTING CATCH BASIN E. S,E 4t6.a1' (2o PIPE) /E.' f16 X5 yf7•ob TYPE 7 - SULID LID POLE SCHEDULE LUMINAIRE AND I POL RIM ELEV: 449.66 4 -1 POLE POLE POLE POLE MOUNTING ARM CIRCUIT COMMENTS E #1 1.E. NORTH: 415.55' (12" CONC) REMOVE NO. I.D.# 1 LOCATION OFFSET HEIGHT LENGTH NO. 3 TYPE J I.E. SOUTH: 4k�3' (12" CONC.)H1S•65 -� -� W /'PHOTOCELL (SEE 1 2z 5 -B STA 4 +06 20 LT 25 8 A -T NE 20th PL STA 10+ 8, 12. I:E. NORTH: - 4�5.�rr '(12 ",NEw) yrs•'to GRAPHIC SCALE SCHEDULE THIS SHT.) RIM. - r,-r-^4 X41932 10 zo ' 4o eo STA "4- 1-Ofr, �8& LT. /d %3. 24'77a A SCANNED MAR 2 8' 2u03 I WIRING SCHEDULE zo 0 1E• X4l�'4'�' STA 4 +49.1 ( _2X4 yZat � 4 NE 20th & �_- -i yrlt 38' EXIST. WATER MAIN) ��1 mco 8EP 1 8.2002 CHECKED FOR C -,z9' RUN N0. CONDUIT SIZE CONDUCTOR COMMENTS NAME' SIGN T',TAP FL „ _ 1 11 1 STREET 8x8' WE ( ) ' IGHZING I T`A -� 2 SCH. 40 2 #8 AWG (USE XLP) L _ „ OCRY IVDAFDS SEE DET. SHL S 8, GATE 'VALVE FLXMJ 1 1 _ zo ft. I ( .) ( ) CITY OF R�N1T0,�T z 1, ', , I 1 m ch 1 � ' I. ., „ ,,. „. I � � �i. 1 r:. I , _ AW USE XLP PHOTOCELL �T 3 10,. G NE 20th .PL & 1 - ADAPTORS. MJl' �{Ks J # ( ).. � �.� : �. 1 1 � .. 2 8 ,.. (, ).� ��.. � I I ''. ..DEPARTMENT I OFI P.l:)',,�IyIC o, 1 8' BARE' GROUND GROUND LUMINAIRE.► 1 IVATE RD THRUST BLOCKING II _ IN TAL NEW, FLAT LENS BRA HEADI I , 1 1� .•I „ S L 1 CO e 1 1 I 1 I1 1 I I I I I 1 w - X P LIGHTING 1 1 1 I 11 1 1 I I I � SCH. 40 2 #8 AWG (USE L ), 1 , 1' W. HPS' 240 ^V - '1MEDIlJM:''CUITOFF TYPE IIL, I s J.,IA , 1 GE PLAN m oo 1 E e _ ROAD ,,AND, IDRAINA 1 1 I, 11 1: 1 I 1 1 1 ,� _ -.I ,. vw+ G' 1 1L 1 '� 1 L -I AWG USE XLP - PHOTOCELL P a w, F os. ENCit+EER. 1 i 1 3 //10 ( ) TI N, N' S AVIT 1 ,ARM. n � v � I 1 1 1 < 1 I DISTRIBU 0, 0 2 D POLE WITH 8 +t x 1 < 1 ALL COURT SHORT, PLAT I 1 1 1 1 KENO 1 i 11 1 2 SCH: 40 OPEN PULL WIRE SPARE' 1 1 t i _ I I ' I N G �- ( ) ACSO INSTALL WSDOT TYPE.. II JUNCTION BUX '' 1 1 1 J A E G E R, ENGINEER I 1 1 ,I 1 1 I 1 SEE ICITYaSTD. PLAN J 1la AND FOUNDATION ., 1 ( :� # )„ , P ::. ,.DESIGNED. �JJJ : FlLE. NAME: . TESCP2.Dwc Il 1 1 ' 94191 South ',204th,, lace oArE. a 1z o1 i I CONTACTOR CABINET 1 1 �" I I / / PAD. POLE'i SHALL MAINTAIN MIN. '10 CLEARANCE. 98031 DRAwN: NT T R A IN T ® TA 4+ Kenf, WA < 1 CO AC Q C B E_ S 00 L I 1 � i 1 .I 1 1 T01 ANY: :DRIVEWAY: INSTALL'',PHOTOCELL ON JS, I 1 9A'AL E IN : N Opt. AMP li 0 -0934 cNECiEO: scA 1 -2o rxu eoa: rna: I � SERVICE CAB ET LD 0. I 100 UMINAIRE. �I 5, I 1 Phone; No. (206) 85 ' s L '_ . A CIRCUIT A, L 20 A BR NCH BREAKER '' I EXPIRES: 3 i 2004.... 1 , 1 _ ArPROVED: 1 1 sHEEr: oE: 1 ' �- / / 1 or aPP' oalre 1 Fax` No. 253). 850 0155: ., , 4 z 7!O �%® �j! 7 40 A CONTACTOR 1 V RIO „ 1 I 1, 1 1 9 1 !, IJ �,. I. 17 I .:.......ROLL. � 1 � k � I. t. a1 F R 3 0 1 1 I 2 1 1 1 1 I i 1 1 II 1 1 I I 11 I I 1 I I 1 : I I 1