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HomeMy WebLinkAbout95D1453 . •omy 6.. 4t" 6 8A ZG2V/A16: C-.9 * • '+.. i `•, 4 5, 0k*CN�_ H RIM ELEV=6T.6T 1 „ pp¢ = S4 lWP 2/ R64 46, IMM .+ UA.IT 'IE'O CTR. OF CHAN.=52.62 1 P� RIM ELEV 63.79 -- .� / i 1 15'(W)d0w) .ri R E F ASPk 1W- OF 4.LDM 8 (NE)✓r($W `�@ ti+:s SSMH !.✓ rI, w.y-,1 I/�. :'y51�j a, G ^- ;CHI _ __ ° v O IE O CTR. OF CHAIN _53.37 . 1rgg I i _ __ ® 85-(NW)w(5) /? N ; ''.. €+. -S- _• I n r 9� / _ --� --- __ __ _ O ) bl '' K / <j •� i 1 _ : n FT //' 1 n / '. s a '•__ !�'• 10 //UTL1T( N 4jA A `. SiD CB TYPE II / '6ty 3n,Q� j HORIZ. SCALE - 1- - 20' - yn r r- a PTM nr la r�- •,• -. ' � - AF 93o$121874 M V m' IRIM EgV 62.75 - ite/W w o MERIDIAN PER *. 1 1E 24 CONC. ((Nj (5)) 55.65 QQ i CONTOUR INTERVAL - 1 FOOT CITY OF AUBURN SHORT PLAT : S N$ •OB'OS"W / 9.1. M �19 5' e!s E 12• PVC (w)- .75 . �', 30• :ti P �iPANGl1T LIMFPb No. SPL0005 92 __ sl W LL I' rE 1 K.C. REC. No. 9302021770 1 .. ~ 2 �� £ I.0 BASIS OF BEARINGS s - vl I I O ACCESS VTILITY EAS `" FlPY. -PFtI Q 'I 1 :1 s-a- tmm", i sm il` �n I'/1•AL) U yr •;II ,y �2A14P,AJ STD II MONUMENTED CENTERLINE a J1r AF 930C121B73 IAP.IN,G= WASLA-2 i OF A' ST. N.W. r ¢z FY zE� lsu tr _ 1 + . . I '.. • .: !,�;. 11t II ittLw CVEIRI R u.n - r<'• b 0"TAPP11.3fa Tm W/ li }- 5l 4. I I .•. 6"FCL SULLY U Y ' . f sE,..o: I 2�WdTEK�✓1G. A RNAU ATER SVC. m' ,n 'CO COP ER OR ` V ` - 1P I V/z• IRR 1i ,,910sI �AP ROVED EQUAL I - �`NA 41 } n rr 4 :.3. tl,ze I �� N. all I G'•FCL^F , • i9.1! G-t2'44' .V I c I PRNAIQ I �.+ R.Z70. U::81 * ELEVATION DATUM r �� t; • - r 27 Ln Go..OG I Nw Cots CA--) A. mrr i� 't b iA3i MiA1 R I i 3 TE=fo2.tG CW/6mo, I6YYUD) CITY OF AUBURN q•..pRry 1r nl s w Si Y•I �j �4 - E • I = �� CITY OF AUBURN BENCH MARK /26-U M1I Co 1 DFA1U i I N ): _ I 1E= 5Z f-7C�" BENCH MARK ELEVATION = 65.89 �^ BENCH MARK DESCRIPTION IE =56.7 CG") MONUMENT OF I Y - V ,BRt BRASS do -D• ST�N.GEN E T ' � .' . ,.- .•. •' � t } .. .., � 64yr4 afl � ARTHWORK: , I x TOE OF 1a-C4 U I t±rr I r - iI - '• f - / CUT = OOCY j � a a � . 6nxE , ". 9b C bm � ���. ' y �V I� Sy� I s rr,' i ' � • I 6 • '€{'k � I._V em I ' b mm '88 mN 3 aR Y ! FILL = 4, 60OCY • �6T „ --- m (S IU'' " ! - t ! NO ONf THESE QUANTITIES ARE APPROXIMATE . CONTRACTOR s _ "•"'_ y h I ... • G a N O "r { I V SHALL PROVIDE ALL EARTHWORK REQUIRED TO BRING ..., AC C633 E EMEMT B .� ' �' _ _ l. Gaa �, R'yaA 2f(alU N �m� t SITE TO INDICATED GRADES . `. / 1 ,+w I r : rlx r 11rx 91 sE E I b : • N _ USE ONLY STRUCTURAL FILL UNDER PARKING AND BUILDING AREAS. a , iJ ..< 62.2� �11 / I j LOCATE 6" D I TO I'GUF�i f:�S1,119.tL r I I E STRUCTURAL FILL SHALL HE REASONABLY FREE OF ORGANIC MATERIAL, HAVE A LIQUID LIMIT LESS THAN 30,A PLASTICITY INDEX LESS THAN 15, ! I AVOID SPREAD `*�.� 62.4 �� 'rY '1, • \ le ly'N ,o �17 100% PASSING THE 6-INCH SIEVE, AT LEAST 75% PASSING THE 3/4-INCH FOOTINGS. n1s I. I elzl I `' RIP- - •p 8xz a•'' SCREEN AND LESS THAN 35%PASSING THE NO. 200 SIEVE. ACT TO r1 TS I CGA� V CI N ITY MAP RAP✓ _ b q 'i1 90•/.RELATIVE DENSITY AT OPTIMUM MOISTURE CONTENT.. _.... . 6�+.1a L P"` � I 4 GAL DESCRIPTION . s 4:13°�� • H,I e>z a-.:n < _ w .• , •, � -.. �Q-�-•I ' I +� E eXsT LOT 2 CITY OF AUBURN SHORT PLAT No. SPL0005V. -92, RECORDED LINDE72 KING COUNTY CB RECORDING o. 9302021770. ^�y\\ RIM ELEV-63.75 SUBJECT TO ANDTOGETHER WITH COVENANTS, RESTRICTIONS, RESERVATIONS AND EASEMENTS, 1 \ \ i I I I O - 13ro �• • `I E 12 PVC (W)=57.15 OF RECORD. \ Ra.1cf' Gi'a 'fYP • - ''. . 11.. - I I I ZONING C 3F HEAVY COMMERCIAL CAST- . q 7/er I I I m-�.CIW :. ' 2 - �? l , • rY - •.•.`_SO CEI RIM ELEV�63170 LEGEND Cou,6 t.r� TOFbcres r-+i�r� J f r1. YrII I I " E�'�r/� j �µ I •" I _ ad-: IE 24• GONE (N)k(S)-56.15 SANITARY SEWER MANHOLE V `` ; cy r / a ;,w IE 1T• PVC (E 8(w -57.20 0 ( /// t.. I I I .. • anox,n C fr)\ /.. w a' f1 -I`(pY. -0,4•) $AN. ., - G� " T LO •• X ( IQ < I I O SANITARY SEWER CLEANOUT / < a;ss i �NQ 1L, ,i: FLOW 14Ghf1WLTC C/0 . / •ems R � a� C TE= f;S.81 r' 1 N I V �- Gz 14 ® STORM DRAIN CATCH BASIN TYPE II DO Q L S 50 C' UC ' W 0.6'/. we ' j I - ❑ STORM DRAIN CATCH BASIN 2�'O TRAFFIC U w.:1 ' I 6" f1;RFOF`O.TED �)' - r / ; �d Gas C SIGN (WOOD POST) C w s6 \ro 6..a LW/ D LCY9CIl!^ UD)-LLI r Um I~ aw ' WC WHEEL CHAIR RAMP rs3 - I u� l6= r2w.17 f m a y . p \^` -__ 4• I I _ m ,T ,. - o C( '` ftYrl'Lzm .---- V '� V� � • "�,� •� I � FIRE HYDRANT �1518T ! �.•6r ? I L" F'Q'IF DfY•4N .ef + . . o su 4W s • GA' IO'L°/. bIn 161 r bN -V ,A ! �° I IQ w a.', D4 WATER VALVE ACCESS LID K>r1AL m ew 1 l 9 - •- ,' ' ' - i CXCL'7 RETAINING WALL (ROCKERY) I''"INS 3" Rr ' , aas°ee '�• c r..:. a, > _ .. } Y ` ,6:.°. aj2 fS6•i b © ELECTRICAL VAULTP>t.0 'e D5 a 8E ', i--+ , �� Q`p U• aw �' p" THESE PLANS ARE 'APPROVED' FOR ...-- QQ • PW11,Ifi6(IfiQH as. , ^-'. ,' , 1O et STREET LIGHT •,.,",i••"""r I NEW ,tea •' � .-._- ,�;g y�. 1"''��y .. O ._�Y�S1 QS.:IN � aw ^ CONFORMANCE WITH THE CITY OF AUBURN (/ FF- F-4.44 'e+s �•„� •WALlh'fO50. i �i.r ENGINEERING DIVISION'S REQUIREMENTS 1 T,6a -�_ TRANSFORMER (ON CONC. PAD) n (p Z / Baer 6lKT1WL 6' YT D TELEPHONE CABLE SPLICE BOX Approved' By: ` I. I / efi n 82. !� • / • FOUND REBAR W PLASTIC I.D. CAP L.S. NO'S 18018 AND 71893 / ... �}y�_.,_• T'195 - �.�. " .p R 916 z AF'oC05210830 / •�, :T h Date Approved: \ I J e2lCwL) - I o. SSNs/CTC�x-as) as I • u.69 EXISTING GRADE SPOT ELEVATION t s CO RCNovc c( cAMJOUT, y -,�-�--"� ;``? � � IN4TALL AAr+. CONK - E - LOCATION OF BURIED POWER CABLE (PER LOCATORS PAINT MARKS) &173r y.01 62 ' ,.i"�•.i'� so9 T �iM15EW FROU i__. I.' t' 1 '-_ 30 STORM DRAIN .� I ..' q•/ iJ. w - T - LOCATION OF BURIED TELEPHONE CABLE (PER LOCATORS PAINT MARKS) _ . . _ 12GTfu1111 G VVOJ L - REMOVE 1 - 65 - EXISTING CONTOUR T •K`„�( 9- + • 621, _ 631•6 • + f ny If v III `\ SSSMMH RIM ELEV-65.00 y� 1 Jl ex9 !y 3.eS'HIG}1,µgT! I • eTe'el ro T y p..:y .-r.., "' "- F+' •+ SITE DEVELOPMENT SERVICES s : ` ` 8 aw •. E O CTR. OF GRAN -53.83 + RMSHED GRADE GUTTER uNE E DE l IE'�.1 Cd�^12°�eL.Cy ,s•((N)) SE CO 1 Z4LF-• 10�fol•24 <, ,_ I 12•(5) BO ELL,208T A 9 IE-f-3.30 I' I e'o° 61°`�L-IOW • �'--� _ -- - Q I 8•(E)h(W)=54.10 - (206) 8 9 98012 .. I ADr ea. 0 - o 'JILF-YL"hD b wq f azG GRAPHIC SCALE c2r,6> aal-96a7 z, �. gcxe ro f c .t Fy I - � �" I e"C& RIM ELEV 64 61 ab o to to w m to IE 8- \ 1 .. :. •., .,•.` ,.. � w• ,a� - 1 < ��- IN FEET ) 7- Iz-9.T Kwrsr� Pam L; C."we.'}a' A. _. ... � i 12 $7� a8 1 - �3`11 1 inch = 20 fl . ;0 q d "TIE = GA.3(.(9oU0 LDCr. Uo� l Rev roe C+ry c Var6 c-�r�5 ms LITIUT(t, - I ,�. N aM O 6,51 ro 129LF-• 6 hD • eLe . 61.w iR-�'G. i o ew IC- `�•r.t4•C'36"3 .sa AFt30$1218T3 C � , TTw gW,N R=T WALL 1_ e n ' SO CS TYPE 11 (EAST) 5*a1rV9!z9 •+••� PRIME SQUARE dr*45 CTY�'i. � - - ' 6232 ~` U + RIM ELEV-64.75 TCA,INC 1526 AST. NE /hOUD LID .,8 � ��( `\,. :a: 1� - 4.0e) 3RD� PU&-V2 WA n$OCZ 64v IY '1 \ '� 1'z }- IE 24- GONG (N)k(S)=56.77 AMV. �CX'K6RY Dr'eA+/.l , szss, a»• - ` ;p. -y I ,. . IE 12• PVC (W)-57.75 KCNT, WA. t80SL :. _ _ DCD ' I .' '� I p • v � 854--2C�3 DATE. DES:1 a;9 - - _. • Mai / � - .. 30.00 hkiN w✓f SCALEI = � DWN� T 0 1" 20' DS ( ' T ,•: 4 f'T"" 6D 20 o' .. r NaE -ra 1cT. G7CN4WA� E SLGRADING P L A N i BIO SWAL .. \ / ...�'• ` NOTE �ifP TD N 16AF �3�r JOnrf MSEP ARM / a � DRAINAGE .. ..._ �rr. 4,0WC. WALK .4 Ca/4cvmf) tx2 , sS a ,f A:" icki4 William Kos 2 1 - 2917 ® W AiOUD LLIGKIU Up Ire 2 PVC- / �` ❑ t " s�+� u R ^. `\•\,\ C,CiJU ROCKFSz( pRARJ , \. OWCIer: V W m 1" 7 '•,;I z 60 76 \ �y1i� r I 16< .s$.36 6 56 15 7t h Ave S.E . '. f 5 A0WNC. WALK ati�ss "6 IE= 61.IZCALL)e. �.. I SD CB TYPE II(EAST) M Rento WA 98058 • ti .5a I ` _..-_....._ " F EXST ROCKERY "-I' 9 c ' I C.� a• •1' . - .,_y x:; RIM ELEV-64.79 �- r O r ro S, ,__ a a E 24- GONG (N)k(S)=S6.B0 .< ed EXISTING BUILDING P ! w•"i9 f I1�. i IE 12• PVC (w):57.69 m / EDGE OF } SLOPE EASEIMDR - !DO[ Q ASPwLT NG - - ASPHALT _ m �L PAV 1 PAVNG a eLcaEMS ap t'1t1Eir SSTTO,ALK ASPHALT - . .. POURABLE POLYURETWYE TOOL JORR W(GIWAXF (JONTRBTt I i I'QE♦!htlEir • M'_0.10•' E — — PAVNG AT JOINT PLAT TOOLED AIKA SOT04 dWAS! ItlA' • 1 .. PLAT TOOLED AIlA cuam ON JONI` Q } HOUSE PANS '� 1 ClflER ON JOINT , DEPTH S " D '1 PSSHAT Pw~ P NlD.OIOOIM PSSI , - i" MS MAIN WALL I R' .. s COMPACTION i1XIOTINGA SIDEWALK 5 I I n x. X •• 06#= COAT- CUT ACCLN fAIInLNT I I CURD AND CA TTM x I�''y"��C4$lp•I{/,1.) DICK NOT AM�►MLT 4 I x 1 a. . , e - "�. .� • 0% IT COMPACTION Q /� 3 I A�ci ,r O o e e $ O OQ° 11 O e O e�e°, o °' _ = AY' rlrals enaa I i 1 `�T lam, I L 24'-O' o0oa • . a ° III—III—III— , ;BP. PAINT alle WITH NOR'WLA DLM MP= SAW c 8 a o �°°� o°o I.-I I I—I I I-I+_ ;a°DEPTH SUE oIe eQ� GETaAO � FINPL. 64.44' � • � I I I � -Yl (YELLOW) ODE Q- _III-1 I I-1 I I- COMPACTED w IMP ! I HYDRANT coNc WALK Ww�96( �'� (%- "" mw w CENTER (INTE RAPT �1' �t � �RiL DEPTH CGMPACT 1 MIN.w I PROVIDE 2• CONDW AT EXPANSION JOINT) 1 ".:. - e - o o e e AND PW.LS"OftCIAL RCIW ,,••:: �_ slaty ELECTRINCAL EXPANSION JOINT (EJ) CONTROL JOINT ASPHALT PAVING " - - p,�, 3' . -0' 9308T01 3' . 1'-0' 9308T02 3' . I'-0' 93MT03 I PII srALLs • •' . M' O a' Recess a TOP OP f!b A• ANroFN Gi•ADE 1 t. `: I } ^ 4 EA MEN 4 i O DIPI!!!ED WINS NOIED104A.04 ALT OVEMN PRIOR TO�TAALLLNNGG EMRDED CUPS •>;•e. / \T�, w n CI#D CUf ON N 001 GRADE I 2 ISOUD TOOLED EDGE EXiRDED COW_ CISO PANE Clam WITH POIFWLA rl _ WD-YI (YELLOW AT MK - •.�: AAPFNLT CONC •DEYL4LK RADWM 00004101115 i TD i 1 A .•'+ 6ONTRANCIII�MDE GP DRIP! 6X6)WIAAWA WIW OONDNG sLYWRT D° ° ASPHALT PAVW PACIM �1 loL e I W CCNTACTRD 1MR N'r fMAX O AGE/ ISOGIC I :.r: NOA CONT. TOP I r , i E+Yt ROCK O ° O , i BE AND DOTTOTM r oO ,{6• T'IW. DEPTH • tt CONCIIIIETE CURD SIEi-0RADE K�'k COMPACTED °J07i MP W ,`•••' i O uv GxM LEG•, WI•ERE , o � TOPSOIL NOTES: sRDEULeL1c sISORADE s�wN ALL mm AV owmm coww � 1 y^; • 6 I pdSTNG wmnuTTee L -PROVIDE EXPANSION JOKM • So'-o' Or-MAX 2.Off C IRIML JOM•AT ALL aTSWV/ PWLAIWN PONIs.cawSM Ri � � � � I AND SIDEWALK 2. EASE OF CURE TO "WI ON COMPACTED MIL ANT NOI to SScYa� ••�'ALwI6•n•►rNr aw RN+. _ *_ G` s. nooL AiN.soslr•NRoona CURWSIDEWALK (SITE ENTRANCE) WALK AT PLANTER EXTRUDED CURB DETAIL I I . W 3 , I1/2 1'-0' 930ET04 I1/2' I'-0' 9309t05 I I/1' 1'-O' 9308T06 I I Z tY OR409 AT DANwERe 3 b 1 (n • R'-r' PM STALL NOT TO Al-I 2' EXCEED 2% SIGN slLLE WACK- r-, WFNTE •YN'�OL GRD PnRW I I >;:� I 3 \ }a6� I I N LETTERING N OT� ONLY I ',' R CN97.,MdIRL i I 1 OE PANTED 10 �wiAr~e1 ~ 20 Ic I 1 ' i - AA-I I I } L I } STD�WOI�NG Q 1 } f I wNOIcAP i 1 I CODE ItOM• 24'-O 24'-O• 16' } I I 21 c"G ALY. STL POST . ` w �J CENTl1lD N COMGIWlTE - ? } 4 PARR /� ` ;, p • -0 } PIPE PLLED I c'w�+cPAR(r YELLOW • 3 / i f 4'-01 • PARKMG DEWALK PANT SYMd01_ UW 4' STRIPE 9 s I 9 • 1 ��GUTTER GE ARLIER 4 WIG e 1 FREE STALL BARRIER FREE PARKING SIGN 9 BARRIER FREE SYMBOL p Q WA �,r I 1 WmT01 S N T S. 9308T08 N TJ3. 9308T09 +:' ry> • �G I I PA (.PILL WITH AT t — . ` Q' O } sB'N-oTT•AENNACCEHs SIDE C DV cCNaEtE vCNE I I 6' DIA, CONTE 10' t f 4 t1 f I 4 gM 1 `' t lPISTM POST, } 4 4 R 6 PAMTED NW ,ROOKOWI 1 R �CLM CUT t a W ems_ SEE CWLlcom w.uieww. I I — L ADJACENT NSOPIRTY SWALE A u -9S O' DLDG. A-SKID 011= 1 NM11011 - SETDAM C D C EON V`� p I v I p 1•' DIA FOOTING SITE EVE S SE DEVELOPMENT SERVICES PRIME SQUARE SITE PLAN O 2 BOTH I• e$0'-�, C� (20806) , WA 98012 - DATE: 6-21 -95 DES: DCD oC• D 481 -9887 SCALE: 1 "=20'—O" OWN: EEK '4 THESE PLANS ARE 'APPROVED FOR - � Jp CONFORMANCE WITH THE CITY OF AUBURN �-.1I Q �.1I a �^ ENGINEERING DIVISION'S REOUIREM/E^NTS HORIZONTAL CONTROL PLAN CURB CUT BOLLARD 7-/z-9S 17,v, rel Per• C:(y Corn."egts, tIQ Jj W Approved By. - �r �elL • OWNER: VICKY At YNWAM KOST (206) 271-2917 F2 10 NTB. SMOTI0 � � 3/4' P 1'-0' 9308T11 Dote Approved: 7�lST RENTON, WA 98058E �� • •O.SS • b4. w - 4n • 0 ol ?^' `"" KA" 4bLF`OF tom Q �safs - ►Lee °iltirt IaLr Et�v-GL62 14-w� ,'t�> u ainurr. III �uurt cm. a aAN -s2.62 I=r15 of c4 cA P•lG e• ,`, f-. % •,' :" SSMH RIM EIFv-aa79 J. Eftabllsh Clearing and grading limits. - v b ; / IE • cm. OF CHAN.-5137 ----------_----_ ------------- - T �- - - o T33.° 15•(Nw�(S) 2. COrdtFUCtownDoneycon6VUCtionentranCeDnNNnMNn90fNtbY20feetwlth --- e•(E)•d ") gLerry ditcl Mw f brIC fences arld 000 6r0sI0n contra ' b;e 3. Construct DerWnletw drAm as area Bros1011 co ltrd Donal•tOgetler Construct fOUrOM"SWMW w w TYP�E2,6r7S ♦ 3Q,00; HOR z. SCALE - r - 20' MERIDIAN PER 4• portion d the nq&*W to train ttw eealrne tOW pond as �• b„ e,•. 24�COIIC (N s)�S;65 $ CONTOUR INTERVAL - I FOOT CITY OF AHBIR6• 94ORT PUT shown. EMITS that POW oerf "WRi not flood luarN tr ewtlrp strUCtlres. N8 "W _`' 3.35 _ ;, 2' PYc (�/- 7s i# 30•� ?s. No 9302021770 5. a101tchec and swalw)6s W W1DonC dwMt7antlgrao[rq cz 1 s t0 the rehntlONdatMutbn I.: BASIS a BEAN61G5 progresses. No uncOntroli d s1/Nce Water Shall be allowed to la w the Site Y011U11ENTED CEN1ERl1NE me CUring the grK*bg Operations. 1 7. CWIplVWlththe M l the . •• -•.._• i'-::r., continuous Operation and Trainteri Of ti faCMCet. 'I Begin _ 8. Place filter fabhWC lender Cl gntas Where R10katad. Seel all bWa CBY- ( , �orr 9. RerrlOW sedafWal*WW control SVstams only W116n s10e k stabNKed antl the f Pb1.JD ♦! I I 1, e- a CItY's Ir1SPeCtor apDr'oVas the Rust be ftilbM126d OCtording to the J. 10. Denuded areas and fOR ftoCllpRK 0 = 12 44Nj5, following schedule, as requaed by tt16 buMdhq Offlcel R = 270 b4' _ , :. From April i to October 31,ON dillinUillsd L = 60.0 moosed arm that are scheduled t0 rernWrt atIxIVVOrltsd for mor finpi grade and e 30 ra ELEVATION DATUM days S(eB (lebWlW2ed wlWn ten olden. CITTYY' OF AUBURN BENCH MARK PG-U From November 1 to NarC! 31, ON omwed soils at f O grade Shag be ! I BENCH MARK ELEVATION - 65.69 BENCH MARK DESCRIPTION Stabllltea IrtMrledleblV 1skW Derrrerlark Of temporary Ihleaslx'as. BRASS DISC SURFACE MONUMENT • INTX OF Exposed sons With an area greater than 5,000 fqulare fW that are .9. IC-GQ10 I hI 15tn. ST. NX k b• ST. N.N. SdWPdLBed to.0,0. Unwonted for mOr•than 24 NOIIS arltl fpcDOied i. - . . .. r r areas of less then 5,000 Square feet that Will renekl UrnrrOr'ked for more j: than 7 days shall be stawlued urrrledutely. ;M b• •� 'J. ^/i• .. • .n.,- :�' it .. • ( k, fX I 'i . --Y tl '.i`F ' •:•O ••, n •....a I \ �_ • 11. The Contractor Shall be rOQU W to VIEW the 111t as nOwC�UMV,td'r�erdl1{X6 the /f ! wu M Of s r tl The Contractor„1--also 12" 0 6 Q dust emkaons Leda 1 ulplic roadsasnecesConstruction m V, t I'M d@PO . 1 •• C:''`'�• I 1 i�I fWe�.eND.,atll .frT�R,yW,V�p�W�IK,,'.yrY�.,M.�at�nleceesarYr td..rN'ertld,NJe1 be Governed asa Ika aM 11' .`' •• ; •f I result VJ DrOlOct CNIS Ice• M w•MR,.I. These at.4drL1 9R,WW be Governed and ` . xra ' �GOLidrRLIGTIOtJ directed bYV*BUBding Offklal. ` � _ 1 �' ;.R '1: t✓y=�✓�/-Irk-L••, rr IJA1 rr OF C60RIU6 �. e i � Cxlr'FALi- , IG-tiled, z'q��a7 . •. j c CG'1.YJr1�UC.T 4aG �!(�lTO.t FV'�+L A]m L>rVNI.Vd9C R.M 1 N r .! 'I I N PqL �16G1 I.__ I � �'l � `-� I � � - Alff#LL_. Lb t.lOf IA1,KU•jy yl-'Or 1.•.tf'1 L. Ij '.:': ',� bz: ttw�' xp �1TAR.a1 L12wG•D LIG►Jr •.. . I a9 • n,a E:4 j9 LEGAL DESCRIPTION 041 LOT 2 CITY OF AUBURN SHORT PLAT No. SPL0005-92, RECORDED UNDER KING COUNTY - - - SD w INC No. 9302021770. RECORD i �t�w._- - ' k I "'•a„ RIM ELEV-6175 SUBJECT TO AND TOGETHERWITH COVENANTS. RESTRICTIONS. RESERVATIONS AND EASEMENTS, �\_� '�'• r , ii.zT °i I IE 12• PVC (1h-57.15 ,. it-ro.o i x" rIACG FlLTw'� pO1r' G OF RECORD. oL of wTTPw lVt/yF ' SO CB TYPE N uUIT of c4rki rlis �' ' rgbp��L- Ps / art 1 w "le ELEV-24" c6a N(-, s)-x.1s LEGEND wa,s-AAAll $ QWr 430 R,o _ ec• j rL1S,A I I eJ SANITARY SEWER MANHOLE 1 - , to I ex It 12• PVC (E)k( -57.20 `D -07 -) /� (_.-_ ' O I 4z LOT 2 / I , I C SANITARY SEWER CLEANOUT C I •V �- 'i" •( . - STORM DRAIN CATCH BASIN TYPE II ❑ STORM DRAIN CATCH BASIN ! ' A J 61 d TRAFFIC SIGN (WOOD POST) ' e96 - - / a ~ cn WC WHEEL CHAIR RAMP ri ry '50'o Q �� ,yl. ,� � ) r •`. '. uaz �"�1 IGi"41.6` - S i p,.e Q RE HYDRANT ".: , . r . • e:az '. I Q e D4 WATER VALVE ACCESS LID IDLF�7• b POND .I\ v:� - TiLA t I p.x C70O RETAINING WALL (ROCKERY) A SEDIMENT i .. ...... � : 14 it 'w ) �;� © ELECTRICAL VAULT r .- } � ...._ _'-•_� as. G0.1C'j t� STREET LIGHT e� b.r v �........- a i a / 'S core ril Z / _.t- - x9 Z ❑o TELEPHONE TRANSFORMER CAB SPLICE BOX) G e0 i \ I / FOUND REBAR /PLASTIC I D CL.S. S 18018 AND 71893 \ ai :b •bt4• tle� 70...._t._..... I .... . .......1 1 0' l-E rl i;• R en' W AP L. . ._... ... Y \ ,. ?. ! _..... - - EA E Ti EXISTING GRADE SPOT ELEVATION �... a E - LOCATION OF BURIED POWER CABLE (PER LOCATORS PAINT MARKS) lj r J r w/ �rTOLA 6l.)S r i ..._ I 4t` • Bs .-. ;i, _- GL.4Y aSD.GO-�-- LOCATION OF BURIED TELEPHONE CABLE (PER LOCATORS PAINT MARKS) ��/ (yl \ 65 EXISTING CONTOUR 1//M.b, t1l / ix• t' _ SSMH RIM ELEV-65.00383 J � � r r ( ' rr771l1 J1 I !IQ IS••NCTR. a cNAN.-5 . SITE DEVELOPMENT SERVICES . ..... .......-�\ ..-. - .� 6-(E1t(W)-54.Io 310 208TH ST SE :N L VA 12 WE-GOAD a GRAPHIC E Hzobi 81-9587�A CA ,n - No �- .. w„ - --..._. __ I \ Aso w P_ �... m a RmP e . = m .^_y' / \ \. ,1... RIM E -64.61 -:. IE 6 O .66 , IN FM 131,AIT OF C1SIRtN6 I / \ .... --. . nar __ .. -- I 1 A 20 rl R FOR 8� W, - .,._ , " i.. H U Gt�W�.CAcv- to cc nc ,Go• iMr Gn' axlvll..Kns cans lD• F I L e'3C / \ib9� • ' F TW.At'DFAR+( 1 U � , \ 7DQo -. >. q. PRIME SQUARE tV _ Ste w TYPE 11 RIM ELEV-64.75 eIE t - IE 12 P (W) 7.75 , b:rr .,.- .�..._--' .� a... DATE: DES: DCD I Aco Gbo3-.9LS 95 _ 4 14 • +;:e ) z ' r .. - 0 00 30 00 THESE PLANS ARE 'APPROVED' FOR 'i .� ,1 - ._ , - \ •- , t II SCALE: 1 " = 2 0' DVN: T CIS M R N89N9 20 .1K 5W 20 CONFORMANCE WITH THE CITY OF AUBURN / " °' _ x HNGINHHRING DIVISION'S S T. E .S PLAN IRHMHNT I ,• ..' - ., ..I 4 Approved By: F_ / C\t�FlLTE>z �® ® IJAAIr it r-gym lc -f[ IE 12' PVC- . ❑ a a /MACT. 'WT Ft3JbL hL�l! 5e.22 Date Approved: 3 Of WAIXSO w TYPE MEXISTING BUILDING '`% =.r I ex .,, RIM ELEV-64.79 1 6 ..�_.. 1'l'1 I ISM I .s e9.1 24• CONC (N)t(S)-56.60 5.3 IE 12• PVC (W)-57.66 �' fE f3LDG SOUTH L Io' WAL 3' I' I' 5' FILL SLOPE END ROCKERY, FINISHED RETAINING _ EXST TO NORTH BEGIN FILL SLOPE GRADE WALL G5.0 I ROCKERY F/N/SHED TOP OF 9LA6 (o¢• '37 ELEV=640 GRADE I Gg37 ROCK= 64.44 I ---- 0.88' I l04. l7 EXST GRADE I - Z /. --y--- -- o DARK/N� 2 LOT _ ° ROCKERY EXST N^I N 3.5'MAX HT GRADE gy;ly ? &IP151VFO.eATED !a" ,KOOFORAIN 7T/P (IAE(03.17-LEVEL) 3/4' I %2" WASHED GRAVEL ROCKERY PROFILE WEST f� (EXTEND 1b SURFACE. WRAP SEE SITRUCTUCAL 3H'/V, MAX,TYP a/09WALE aoTfoM AND S/DES w/NjN- iI " _"_ IIO (, ) WOVEN FILTER. FAB,eIC. ' PLANS. W DEPTH /5 A CONSTANT 0.Z9'NEXT Tb CURB OPEN/NGs. WE5T "A" ST- BIOSWALE BIOSWALE n PERFORATED DRAIN n I IW NTs A NTS = 4 BEGIN F/NISHED END KOCKERY /or Z5' ROC,CE,e'1 GR/iDE WEST l�/W -- ---- -- -- __ -"- ---- --- f� eOC /KEe 5'!I/, MAX EXST GRADE 61126 SLAB G4-44 F/N/SHED GRADE EXST GRADE ROCKERY PRIOR LE SOUTH I " = ZO' CH) &0 \ --- -'- GO B/OS WA L E DETENT/ON tyyu� 12'CKUSAFVOOMIT ZH: IV K SITE SECTION ;L _ r21 12- MIN THICK s-PtAN o0000 2' -4' QUARRY 0000 "= 5' (V) 5 G' ` °D9 L=.H ��, FINISHED 3' MAX �ti o°o°o west y 14 ° GRADE o° ° GRAVEL BACKF 0000 MEETING THE 0000 � ,/• CaM PAGTW FFLL S o°0°p REQUIREMENTS OLOG SLAB &4.44 FIN15/-/ED GRADE EXST GRADE _ ��( �°� _ - . o0oo° SECTION 9-03, o°'O° 1B' THE WSDOT/AP' ° °° SPECIFICATIOI T ° 4"o Pvf R'pe 12' 65 !n5 FIL709 WAserD ACK NON-WOVEN FIL ------------- FABRIC. Note: Construction shall FABRIC ZH : Iv t) Use Tensaz BX-1200 geogrids, length behind rockery equal to the height comply with the Associated -'' of the rockery. Rockery Contractors 6' PERFORATED —__ Standard Rockery PIPE -- - -- - ------------ /00 (00 — ------- - - 21 Construct rockery in accordance with King County and City of Auburn Construction Guidelines. standards. DETENT/ON PIPE 3) Construct rockery concurrent with fill placement. R❑ C K E R Y DETAIL SITE SECTION ROCKERY DETAIL NTS -r 5 (.3' U IJ D E R) SOUTH I" = LO' 04) E (OVER 3" e UNDER B") Ifi I'= 5 ' (V) SDS NORTH SITE DEVELOPMENT EXST 310 208TH ST SE ROCKF RT I A BOTHELL, WA 98012 EXST GRADE FINISHED GRADE s I L_ DOpC .\ l 4 9 ---�, +-65 �• °F WAS 65 / ? .. 7-/Z-9S Rwir�� P.r G,{- C°..n xtrn•rs &W u ---- - -- 60 0 P SQUARE -- ----- - - ---- ---- ---- ----------- -. x „SD -- -- -- 60 A�S ¢ � RIME F/?E SPK/NKLER. 9"%$ s— /¢ 97 lP 115 S G"ROOF DXA/N f' LINE ¢'FOOT/NfoD,CAIN 61115D WATEK SVC OLD 0003-_*AS DATE: 4-14-95 DESK DCD THESE PLANS ARE `APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN '� I SCALE: AS NOTED DWN: VC G SITE S ECT I 0 N / C \ EENGINEERING DIVISION' S REQUIREMENTS / SECTIONS PRIOR LES l = 20'(H) pproved By: i_..._ Date Approved: GENERAL NOTES GDESC NOTES Ma.irk M4e,Y ar w+: 11 h 2 v ur.rw•«.A.Tires r 4eee U rrkr"Irs rbI r by 14 fr.mb U V� a. All workmanship and materials shall conform to the a. Within the City of Auburn, all required fsarlc.4n 3�. City of Auburn's requirements and specifications. retention/detention, sedimentation and erosion V1 control facilities must be constructed and in F/N/SHED G.G4ZW b. Standard Specifications shall be 1994 AMA as operation, prior to land clearing and/or other I modified by the City of Auburn, including Auburn's construction activities, to insure that sediment- b /. 5�M/N CGR, Standard details, specifications, and laden water and storm drainage run-off does not `v requirements. impact the adjacent properties or the natural - Z"VENT Z"VF-NT drainage ways. C. A copy of these approved plans and applicable City "' " amww developer specifications and details shall be on b. The retention/detention, sedimentation arid erosioncar lr own% site during construction. control facilities depicted on these drawings are ,o ----- v----------------------------- --- d. A pre-construction meeting shall be required prior intended ed be minimum ions. Addis onal d to mast i� II to any on-sits work for all Public Facility and eipated site conditions. Additional drainage 6, Mn Extension projects. and erosion control facilities may W required as I R F.bic situations warrant during construction. The L z6�4.,A,eFoa. .lw.,e«b~w wow Srru ^C>5 0.wo w e. Prior to starting construction, the Contractor implementation, maintenance, replacement and -We,s11«rr.a:S"rrrs.psis b (Cwmki ALLAokc, +O FW%) n9 additions to these control systems shall be the rby r by 14 Gs.WM mi �4�-'��To� shall call ONE-CALL (1-000-424-5555) for utility responsibility of the permittes. Fssk«.p,h. locations (water, sanitary sewer, storm sewer, G4"x 43rA,?CH P/PB PGF-3G� CA1P gas, power, telephone and television) . C. For gradinq and filling projects associated with a (K 6#") �, srua, rvP ��,� V�_ building_ f. During construction, the Contractor shall be measures permit, the temporary drainage control required to control on-site storm water :anoff by measures shall remain in place until the permanent D ETENTI ON SYSTEM Z,eJ9r+ c.f using temporary or permanent drainage storm system is in place and operational and a r,wla,w'- 1.s' 'G I" . 10' erosion/siltation control procedures. conversion from the temporary to permanent system seslwA p..W beddl iv s«a.re an boo,sNss can be made. a m«I m ark«, g. Locations of existing utilities are approximate. o., It shall be the Contractor's responsibility to d. All temporary erosion control ls,facilities, s"M�^� 'DRAT SOLID COVER HARKED determine the true elevations and locations of including the perimeter controls, shall remain in 'DRAIN' u/ LOCKING BOLTS. lace until final site construction is completed A&S"o.OFpH ROTATE OFFSET LID OVER FROP hidden utilities. All visible items shall be the and approval has been received from the City. 'u51i1 r"� ELEv = 63.81 Engineer's responsibility. h. Existing pavement surfaces shall be saw cut Lull e. on projects with Fill and Grading Permits only, SILT FENCE depth with straight, uniform edges 12 inches (12") and for which no subsequent Building Permit has out from the edge of excavation. All joints been issued, an as-built of the GDESC plan will be NTS LSYK STORM between the new and original pavement shall be required upon completion of grading activities. OVERFLOW.14 painted with asphalt emulsion (CSS-1) . 14SZ R LEVEL: PIPE SUPPORT. 3• % N .090 GAGE BOLTED 8' i. The Contractor shall install, replace, or relocate all signs, as shown on the plans or as affected by INTO WALL. construction, per the City's Standard detail (No. A.C. E GPK HN TRSP-1) . / ADAPTER 6 lu j . Power, cable and telephone lines shall be in a Biofiltration Seed Mix gi_Gtr 12OU ��- 36 IN trench with a minimum horizontal separation from 20% Perennial RyegrassPIPE other utilities (sewer, water, storm) of five feet 25% Red Fesue SEE PLAN 64•x43• H (5' ) • 35% Redtop ad S m IE 57 5 IE = 37.40 i 20% Tall Fesue �tA� O 12' RUBBER GASKET k. All construction surveying for extensions of �} e•%B'xe• PVC TEE PLUG V/ public facilities &hall be done under the Method MiX/1. 000 ft2 1 11/16'ORIFICE RUBBER GASKET JOINTS direction of a Washington licensed land surveyor 4 6 or a Washington licensed professional Civil Hydroseeding 5 lb. seed mix TYPE 2 CB Engineer. 7 lb. 10-20-20 (N-P-K) fertilizer GALVANIZED CONTROL STRUCTURE 50 lb. wood cellulose fiber mulch 1. During construction, all- public streets adjacent to this project shall be kept clean of all Broadcast seeding 5 lb. seed mix material deposits resulting from on-site 7 lb. 10-20-20 (N-P-K) fertilizer FLOW R E S T R I C T ❑ R C B construction, as directed by the City. 70 lb. wood cellulose fiber mulch 12- min. a. Certified As-built drawings are required prior to Za 4' -8' Qua S all NTS project acceptance. Refer to the City's 17 D s "Certified As-built Requirements" in Appendix "E" herein. n. All required landscaping shall conform with City of Auburn Zoning Ordinance, section No. 18. 50. SANITARY SEWER NOTES GRAVEL CONSTRUCTION ENTRANCE o. For MR I: CB rim adjustment, maximum adjustment with brick of rime and castings shall be 14 inches a. Sewer lines shall be laid to the grades and NTS (14") without adding new sections. elevations shown on the drawings and shall not be changed without City approval. P. All manholes and catch basins in public right-of- way or easements shall be adjusted after asphalt b. Location of side sewers shall only be changed as paving, and conform to the City's Standard required during construction upon authorization of Adjustment Detail (No. STPG-1) City. contractor shall notify Engineer when exact locations are determined. GZ 5 48- MIN. CMP STANDPIPE q. All connections of SDR 35 PVC pipe to manholes OPEN TOP, CLOSED BOTTOM shall be made by using A.C. or GPK manhole C. Contractor shall obtain all necessary side sewer INCASED IN CONCRETE adapters, or approved equal. connection permits from the City of Auburn prior to construction. r. The maximum laying lengths shall not exceed 1216" o.08 for SDR 35 pipe. d. unless otherwise approved, all connections to ' I— L existing sewer main with new tees shall be done by = :/ J ' G/•5 a. Bedding for PVC pipe shall be 5/8 Inch Minus the City of Auburn. The Contractor shall be - ~0 crushed Rock four inches (4") minimum under to six responsible for pipe installation, trench 0 0.5 inches (60) minimum over pipe, as per the City of excavation, backfill and pavement restoration. O O 0 W.S. .�[� Ci703-95 Auburn Standard Detail No. GEPT-3 . 0 0 0 0 0 O O " e. All manholes in public right-of-way or easements WATER TIGHT SEAL 0 O 0 0 0 O O O 0 1 1/2- WASHED ROCK TERSE PLANS ARE `APPROVED' FOR 1 '' t. Bedding for concrete and ductile iron pipe shall shall be adjusted to final grade after final 0 1 0 O 0 O O GRAVEL CONE CONFORMANCE WITH THE CITY OF AUBURN be 5/8 Inch Minus Crushed Rock, six inches (6") paving is complete, in accordance with City of 0 0 110 O O O ENGINEERING DIVISION'S REQUIREMENTS minimum under to six inches (6") minimum over the Auburn's Standard Detail No. STFG-l . O O O O O O 0 / pipe, as per the City of Auburn Standard Detail No. GEPT-2. o g 0 O O O O Approved By: p T S 0.17 cfs PVC 0000000000 6' MIN. o Br U. All imported pipe trench backfill material shall �— 5-8.68 � )OC)OC)'C)OC). . O ODEAp00000000 Date Approved: 7 !B !S SfTE10 20 PH STSERVICES be Class "A" Bank Run Gravel, modified by the City 0 0 0 0 0 0 0 0 0 0 00000 STORAGEJ 310 208TN ST SE Gf Auburn. WATER SYSTEM NOTES _ _ ' WT��1 ��� V. Pipe trench backfill material within the improved BER CASK PVC TEE III- I—I 1 I— lo' a. water lines shall be laid to the grades and RUBBER GASKET JOINT$ m2: 1' DIA. TYP., 40 HOLES MIN. O 10. O.C. right-of-way shall be 5/8 Inch Minus Crushed Rock PERFORATIONS SHALL BE LOCATED WITHIN when connection is perpendicular to the City elevations shown on the drawings and shall not be THE LIMITS OF THE GRAVEL CONE street. changed without City approval . W. Refer to Auburn Sts.dard Trench excavatiOn ! B K4'ill Detail b. Location of water services shall only be changed , IO c-r.- ss ,*n-r..• c �..�e.,ts No.asvr I, Gap-Fe end "r r-s 4or canstruetionFrooeduns.s. G RUBBER GASKET PLUG 6- PAC. BASE as required during construction upon authorization n �' W/ / /SO& OiCIFICE DIA. I I—III—III—III—I I �I — COMPACTED GRAVEL BASE STORM DRAIN NOTES of the City. Contractor shall notify the Engineer —III—III—III—III—III—II r� when exact locations are determined. pp NOTES. I PRIME SQUARE s9 s �• � a. Storm lines shall be laid to the grades and C. Contractor shall obtain all necessary water o elevations shown on the drawings and shall not be service connection permits from the City of Auburn 1. PROVIDE A RIPRAP LINED SPILLWAY, 6- MIN. ABOVE STANDPIPE OPEN TOP Ord. DATE: /2- 22- 94- DES: OCD changed without City approval. prior to construction. 2. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REWIRED scnLe: AS NOTED D.vN: V C G b. Contractor shall obtain any necessary storm line d. All valve boxes in public right-of-way or TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY connection permits from the City of Auburn prior easements shall be adjusted to final grade after 3. POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW. MAX HEAD , 514 NOTES O` DETA I LS to construction. final paving is complete in accordance with the SHALL BE SHOWN ON PLANS. City of Auburn's Standard Detail No. STFG-1. 4. THE OUTLET PIPE SHALL BE G' DIAMETEIC• C. All manholes and catch basins in public right-of- 5. INDICATE HIGH GROUND WATER ELEVATION way or easements shall be adjusted to final grade e. Backflow devices required with fire protection and IRON" r OF after final paving is complete, in accordance with irrigation systems, and to be installed per the GRAVEL CONE RISER the City of Auburn's Standard Detail No. STFG-1. City of Auburn's Details. NTs