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HomeMy WebLinkAbout93D1493RIVERSIDE VILLAGE KIMLM C. ,,MTY 5o 47H Avg. LTEORrUE M� GILV2A.Y -' Kc. AOM.N 6iola,. I • • • • •� • •� • • PD. BOX Ili 2 L a so=•• SCALE: 1- AUBURn1. WA, 9eoo2 - 40' 5EATr�. WA. 10104- KING COUNTY WASHINGTON - - -- 19 z I 4i_FREC� lalLOr•Jcw1/.IKE� I 0 30 60 90 120 IlSE. " lll 4-TH f N. TRACT •A• SCo 4TH AJE K.G. Ate,I Bt.oH'ts�'A AUVuUF nM WA., '3bOOZ w S EdTrE WA.�/8(D9 IJ M J OLD ROAD -NOT VACATED � _ -_-- --- -------- UTM GRID AND 1949 ULD LOLATGN oG __ -�-� MAGNETIC NORTH _ LP}, H7U... 2��� Et.lt� 00' L -- I ---_ / �------_— Izp — I'RoPERTY LINE I \ \ \\ —3O�__nro 0 �2 \ ----- JET 130,6K �\ ISS-- 7- C �.F =-{ ✓O r _/ I 3 O PP ppw[:.? pOL� A PORTION OF THE S W 1/A OF SEC 8 TWP 21 N RGE b E W M QO 'FIB QJ �r �' c.l \ VICINITY MAP I 'G7c 14u I h /i15 •Uv GAS VALVE �ks�V —�� / z.00 To 0e ° A ❑ Tx. TELE. -rEftiWAL EoX N.T.S. a n t �O. -�5 - %ANIfARY SEWER I N F O R M A T I O I� \ THE CITY OF AUBURN ENpNEER NG DIVISION'S 4 - /,a WATER MAI J THESE PUNS ARE APPROVED" FOR CONFORMANCE PATH J y— -/ / _� C. WkATY Po VACATED COUNTY ROAD U 12.O9 TO BE.DEDICATED Ap�ITI IJ.'rC. y?—� o --C7-- �aAS M&Ihl ` \ REWIREMENTS (FAC NO 0013-93) los y �� APPROVED, BY: - o WA / / 2 /70 \ ` y�-� / / X' COPY \ DATE APPROVED: to z 20 JP o Ids _1 � \ ✓ / � —' � � � �- � \ � � go 20 J 3e, Te 53. eD w NOT VACATED p y o Wz 15� —� 16 GROWTH ROTECTION \ \/ BZo.?4. 7S \ \ I p�v LOL4TOIJ I \ \ O U1-J 90 _�0 \ I 30' i 30' tFk m EASEMENT moo¢ �Ea H'u \ y IT I D � � BLOCK 7 /� =�� \ �_ Roao �I I N O _ T Ali �66 ��� 70 .Y 10 V1 Z �o-501=i8-61 KI (s_SL' � .i —ZSZ. ��C ♦` i I��i.TbE of Sl.oaE —\ \ \ _ \ \ \ y \i\� I W I 9' S2�'�ZZ' o2•N! \ \ 72 \ . O t U) � Z \ \ \ a A�� U 21 \20 F�'. B PING SET B K 41NE . \ \ I I M h s4��X�SSMH 8I-I W IE. - 69.00' �y�,8• \\ y — — _ PERMANENT EASEMEN � ? ti \ P• SEE AS-BUILTS AT THEn 22 \ ER GEE ERUXL_N0 Ecb -Ua_-- v� 1 1 62' \� 1 EXS1 T• IL FT STEXIS'(. M T C9NCj�W ••" t sow EXIST. i � E8\ 0 T 3Sep Btu A( gUR� aF AVE WA y� S,E/ p 3 I3•g3.00 w /p2 `N 133'0 p TFI. °I'. p. � /�� -Din• F'M' V L 1 \ E IS IN�a AI(1 T- �1Y 40.00' - 66 EL• EXVSTING CENTER LINE OF e>usT. RIGHT-OF-WAY I I \ I -\ _ 43'00• .. \_ i — + — - � / . 5 I I ' 'iNO�SIIY�' q�po21 (I 1 I I / 22 d�C'yA2l> BLOCK 8 �3S /OcFSEti EXISTING FkIST. STRU A71/ vgUR� Al �80pz 1 TEC. `\``•_ �'�-` CT40.00'U e RIGHT-OF-WAY R 10 1ci TO BE DEDICATED � •\`� TU Kir�ll� GvunfrY >=orz pUl),IL-+ EXPGNS/O.t7 of Raab- 900 5'E' Ri L.►/-/T- of -W4Y 3F�35 IDA}�CNgboo"-I NpP C.D, HILLMAN'S AUBURNDALE ADDITION DIVISION I VOL. 13-62 ` �p�v"1 WA' �EORL�E No 5•E' � i � 1Si2 (°2 98po21 LEGAL DESCRIPTION D��DTµ 5 �Z1AUgJR1! 0A+ LOTS 21 AND 22 AND THAT PORTION OF LOTS 16 AND 17 LYING �1e3 WA' 98p° 1 WESTERLY OF LEA HILL ROAD. ALL IN BLOCK 7 OF C.D. HILLMAN$ 12 `AU&R0II 1 AUBURNDALE ADDITION TO THE CITY OF SEATTLE. DIVISION No. I. AS PER PLAT REORDED IN VOLUME 13 OF PLATS. ON PAGE 62. RECORDS OF KING COUNTY. WASHINGTON: TOGETHER WITH THAT PORTION OF VACATED ROAD ADJOINING. SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON. CURVE TABLE BENCH MARK: R.R. SPIKE IN P.P. No. 31835 WEST SIDE OF 104TH AVE. S.E. IST. POLE NORTH OF 8TH ST. N.E. ELEV.- 67.80' l TBM 25-B CITY OF AUBURN I A - 26 -C—n T - 90.66• 06l �� �� E A�KIN�EA.1G 5.t✓ Qt,IG Io2 ND ygon2 3A�R� wp., �A - 41 50 00- R - 410.00' L - 192.49• C - 190.73' 8 GFDRE 2 � yVA•I 398Dp22 NO Avg 1 No. BEARING CHORD DELTA RADIUS LENGTH TAN CI S 06 59' 00' E 95.75' 25 01' 26' 220.99' 96.52' 49.04' C2 S 29 30' 27• W 37.89' 13 34' 55• 160.22' 37.98' 19.08' C3 S 25 23' 26' W 10.22' 05 20' 52• 109.52' 10.22' 5.11' 7 SURF,4GE EXISTING,EDGE OF ASPH A.I..T T�N,T 1/.V[�7gaiil:A: No. BEARING DISTANCE TI S 06 59' 00' E 14.96' T2 S 06 59' 00• E 45.61' T3 S 22 42' 59' W 1.80' /TA. a • I& O• lT. 1 A13 A 'A P' 3 oP •P • Tu e ` n A G Ni N 10.00' TO BE DEDICATED To KI1JG C. 07Y Fop a C: E XPA nl5ionl oF: KvnD A rn S a 4 RicH-r-OF-wAY ` WALE( A�SJREI :r✓ PA.TF-! ID2NU A�ES.E m 3U��TN p,JE•' jqq wc'� SY11QN. q�Z , \ 3y 2. D�ejRa VJA• \ GENERAL NOTES AND INFORMATION 1. PROJECT AREA IS EQUAL TO 286,484 SOFT. OR 5.58 AC AV'TF-1z DE.DiCATI 30 f, 865 (1•93blr. BEFORE 2. EXISTING UTILITY INFORMATION IN THE GENERAL AREA OF THE EXISTING LIFT STATION WAS TAKEN FROM AS -BUILT DRAWINGS OBTAINED FROM THE CITY OF AUBURN ( LID 315 CONTRACT 80-II ) 9 APJ.6,_-EArr O OITE BaXaS ARE S/IJtb LE. STORY WOOD FRAME SIFIbLE 30 30 I SURVEYOR'S CERTIFICATE To all parties interested in title to premises: II 8 17 i I hereby certify that this survey was made on T the ground as per record description under my personal supervision and is correct and that 7 18 there are no encroachments either way across property lines except as shown. Signed:L SEE SHEET Registration: /Z87o C2 FOR I Date: /_1—/7-9z LEGAL DESC. REV. No.1 DATE I DESCRIPTION MADE B CHECKE SCALE: H. I'- 40' DESIGNED BY: V. I-- NONE STT Bennett PAE INC. RIVERSIDE VILLAGE SHEET No. 0 �. CHECKED BY: DATE OS-27-92 SURVEYORS AND ENGINEERS �OF Q A 7/16/93 REV. H STT/R� TOPOGRAPHY SURVEY srT srr APPROVED BY: � P.O. BOX 1031 PUYALLUP WA., 98371 � g DRAWN (H. U. D) JOB NUMBER 0 //s/9z c Er/o air H.up �eG�u,r�� nevr �s ivAff D.L.S. ArAS [ ,. _.�" \ PUYALLUP 845-8833 SEATTLE 838-3474 =i 87-2811 - -72-,?z h Z; V 1-}'/.7 80 75 70 65 60 69, 50 45 16" CAP W/ CONIC BLKG 16"IG'✓- N N N I� TOE OF SLOPE (TYR.) w N rn C� m , N h 20 i BSBL 'RED PI ARE As -du NFORHArION SHDIAN ACC LLI P_EpIEGT5 FI L LEGAL DESCRIPTIONI GREEN \, RIVERSIDE VILLAGE AS of LOTS 21 AND 22 AND THAT PORTION OF LOTS 16 RIVER A PORTION OF THE S.W. 1/4 OF SEC. 8, TWP. 21 N., RGE. 5 E., W.M. AND 17 LYING WESTERLY OF LEA HILL ROAD. ALL p/ IN BLOCK 7 OF C.D. HILLMANS AUBURNDALE ADDITION ICING COUNTY, TO THE CITY OF SEATTLE, DIVISION NO. 1, AS PER 1 WASHINGTON PLAT RECORDED IN VOLUME 13 OF PLATS, ON PAGE 62, RECORDS OF KING COUNTY, WASHINGTON'. ROPD \ TOGETHER WITH THAT PORTION OF VACATED ROAD < ti9 �P ADJOINING. SITUATED IN THE COUNTY OF KING, STATE s PL OF WASHINGTON. �90 8tn ST.SITE, \ \ DATUM BENCH MARK: J S.E. R.R_ SPIKE IN P.P. N0. 31835 WEST SIDE OF 104TH AVE S.E 1ST POLE NORTH OF 8TH ST. N.E. t� V 0 10 20 40 �_� ROAD NOT VACATED ELEV = 67.8' (TBM 25-8 CITY OF AUBURN) w N SCALE i" = 40' \ \ LEGEND � -� 25' SETBACK FROM, '; `;, SANITARY SEWER VICINITY MAP TOE of SLOPE DOMESTIC WATER N.T.S. - - - --- h{ - STORM DRAINAGE _ DRAINAGE SCALE T. ------------- I \ FF=66.0 — — _ — — FF=66.5 \\ \ \ 1— FF=65.0 FF=65 y .5 �0 v, O IE 2"0(STORM) = 6 .0 _ FF=64.0 (( ( IE 6-0(SEWER) = 5_52- -� FF=66.0 �- -. - N 13'a3, , _ ` FF=64.0 J 1 c 1 90.51 �_� `. l I ` -J y FF=65.0 -- fi,: c.o. �` c .E• _ _ FF-64.5 J�1 _-E- - D -i, 1 C „ 10 C.O. L=178 A1' oRmm�ce�s%"�c C I b GV ��' _ 1 < INSTALL BOLLARDS PER CITY OF AUBURN'S STDS 0 8' WIDE PAVED BIKE 7+0� CAP PATH (TYPICAL) ' N R 1 IS 12"0 E'- 62.5 CHARD BENBC A1{R% 7r►V 0 IS 8 0 (SEWER) 49.75 1 sNT� �b'GV ALIGE SKINNER `EO DONDEINGER ` I ( AF/ SKINNER GE)RGE p,CICE 1 DEINGER KNNDA GE KA"DA 111111111111!IIIIIIIIIIIIIiIII!IIIIIIII111 UED DDN GE°R 11111111!IIII!�IVI!1111111! THE THESE PLANS ARE 'APPROVED' FOR CONFORMANCE NTH �m e < n n n -Y THE CITY OF AUBURN ENGINEERING DIVISION'S ' m �rF1oIHs REQUIREMENTS. (FAC NO 0013-93) - f 1 APPROVED BY:�Q�yNwb000 DATE APPROVED: x x x d w V lire T Z Z Z Z N OI J � � w \ \ p a z z z z z w w p m � � w g z z z E,3 EE o ¢ ¢ r I p HILL RD F pm 3 3 ¢ \ V a a p p N p \ w o o a a J a F Itw w f.. w a Z U U ,: W j E VI 0 N EX PAINTED > a a „p, w w LL ISLAND 4\ 7 x p p p a a w a p SU v� 0 ✓I O O O s , <= wwwwoww �\ \ Q� ¢ C C a w z WET TAP 16' 0 ,, \ 20" W/ 1GV AAA1 EXIST 1'2" GV 1� 0 14 E%1ST i 1+00 EXIST 12" A VE BE ,. — _ N __•20"0 D.I. 4t% PROPOSED GUARDRAIL EX. LIGHT a :h GAP EXIST 12"o D.I. TO BE STANDARD Q n REMOVED & REPLACED W/ 16"0 D.I. I C ILL . ETA 2+65.00. 104TH AVE BE EX. ROCKERY = sTA 0+00,00 I EXIST. FIRE HYDRANT 1 TO BE RELOCATED ORD II IIIII�IIIIlillllt I cRAwF l�{Illllllltl!IIIIII1111, w THOMAs TH01'1'AS ` GEORGE liill!i!11111111111111111i1 1. SITE AREA: 6.95 ACRES 302,742 SO. FT. `2. PARKING: 150 SPACES 75 COMPACT 75 FULL SIZE oN I I I I I I I N< �o w N x O Q I I I I I I I I I oI I I I I I I I I I ;Ip z x N PROPOSED FIN SH CL ELEV.,EXISTING ROAD / I GRADE ALONG I SEWER AucNMENT I I I I —f / I Fd RE DD W�T16 0 �IMATEI BE LA & D �pGATION EpHNAPPR N FN — I I Ell 16"0 D.I. PIPE ICI II II hI I I I I SCALE: I I I I I I v�Rr. 1' s4P I I I I I I I I I I I I I I I I I I 11 +50 ',I o I ti 0 N fr�I\ m zo a F : E M ¢ 0 U o w w� E z p � _ N z C G z F .� w 80 z z � qqq p N O O Ja II¢ 75 75� 0 0 55 50 45 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 Z } Q Z Lo (L Z= } Lj CD W J �¢ (IS OD J Z i OD Q i W H oJ-31 V W W A N .M I-3zOS v) w .% w W LiWUJQ"o H CD Q W',D _ (`') Q v of 1=E DATE 04/14/93 ,JOB NEL 927-001 DRAVING 1�4 927-C8 SHEET C _ 8 IF 17 93D1493 THESE PLANS ARE 'APPROVED' FOR CONFORMANCE IMTH THE CITY OF AUBURN ENGINEERING DIVISION'S N n o o n GREEN\ RIVERSIDE VILLAGE o ion =/L�/ e REQUIREMENTS (FCN00013-93) N N LEGAL DESCRIPTIONI RNER a o 0 0 0_ o 0 LOTS 2, A"° 22 A"° THAT PORTION OF LOTS ,6 = A PORTION OF THE S.W. 1/4 OF SEC. 8 TWP. 21 N. RGE. 5 E. W.M.�1 APPROVED BY: G AND O LYING WESTERLY OF LEA HILL ROAD. ALL o II/ p SCALE 1" = 40' �i�1r1� .gyp �/�• 1', DATE APPROVED: 7I2S I7� m m N m IN BLOCK 7 OF C.D. TILE, ANSDIM ION NO D, A ADDITION OP DING COUNTY WASHINGTON TO THE CITY OF SEATTLE, DIVISION NO I, AS PER D PLAT RECORDED IN VOLUME 13 OF PLATS, ON PAGE r \LL R 6Q RECORDS OF KING COUNTY, WASHINGTON: 3 LEPN TOGETHER WITH THAT PORTION OF VACATED ROAD x 99� \ s y o ADJOINING. SITUATED IN THE COUNTY OF KING, STATE 2 oya } SITE z z z z z nI OF WASHINGTON. $}h ST.. \ S.E� OLD ROAD NOT VACATED — DATUM BENCH MARK: w \ R.R. SPIKE IN P.P. NO. 31835 WEST SIDE OF 104TH N N \ AVE S.E. 1ST POLE NORTH OF 8TH ST. WE. ELEV = 67.8' (TBM 25-B CITY OF AUBURN) OVA --- �N I a 25' SETBACK FROM, �g33, r r �n TOE OF SLOPE - 5g ��0.. E ILL RD VICINITY MAP �8.� LEE TOE OF SLOPE (TYP.) N.T.S. --- —� - - - -�— _-__- DRAINAGE S - WALE C DRAINAG SCALE ( ( - - _ < _ _ __ 1 f T MFI *IA, TYPE � '< ¢ ¢ o � z 8 47, 4(. CN ISLAND a o 0 0 0� a T t-Ir-��i� . - ( \ Jr. s 47.81 5) _ _ y �\ X PAINTED us =66. =66. I �i \ PERMANENT EASEM ` < W 0 0 o o < 0 1 _ --- - ---_ r T- SEE AS -BUILT AT EN '�, N w , 0 w 20 / =65• I� =65. r-_-- - -- -- o m CITY OF AUBURN, NOTE',,#2 z w w w w w w i -' __ - !' l - - - - _ _ N m - x 4 K K R --- ---_ - E C-1 �`` sH ET � m F=67. C EXISTING LIFT STAAON \T ^ e N M N 1 L ` A SSMH 3, TYPE I-48"0 STA 11+40. 30' RT. RIM = AFL=(cL.o3t IE _ (N)61,60 IE _ -5 # (S) 51,49 IE � 51.h� N 10" CAP1 0 it & PLUG / N 13'43, v- S _ "i @ 5= ¢ S { 80 7 7 65 60 55 50 45 oo' 11+00 2g05j a'�°` lF IO' ` _FF PROPOSED PVC PIKE -C.O. jl - y FF= i- i° o- SAWCUT GUARDRAIL o ®S;p 289, FF .5 ' C.O. (r - 1 EXISTING SSMH to+00- 3-a 273 LF 10" a+pp O A .7 I �, i m D,1, PIPE l+vE• TA + 0 5' T. (� N ' ' o S 2 2 R o. 4 I. 58.0 RIM = '6§t 7o•BZr E 36 OS' --�--- �...__y% i- ( 1 1 Al >4 lr 1 IE _ 4T73(IN)4Z47I- ` C.D. ( < 1 INT'X. TA 2+65,00, IE = 47.66 (OUT) I i rn _ - C.O. 5+00 104TH VE SE +0p n ( 0, a La 1� _� '� = STA 0+00.00 I i f� o yAj — EX. ROCKERY LY.1 � 0 ( y � SEE B/CS10.1 FOR 6+pD f SAWCUT OUTSIDE DROP MH 11 r n y e+o0 CAP & PLUG TO WEST ONLY 1 NOTE: SEE DJj AIL SHEET CS-10.1 w m U 7+00 r b FOR SlddddddE SEWER DETAILS, I a B' WIDE PAVED BIKE ' 0 z / RICHgRD BE O PATH (TYPICAL) 1 1 RGE W TNOMP � z I. 4.0 (TYPICA) 5 a F NB SSMH 1, TYPE 1-748"o NER TNOM`PS CRPWFORD GEO I LEO DONDL NGER SAWCUT E KPNDP 1 RIM 8@* 63.64 PUCE SKIN 1 1 46.77 NFo MR oN 5 oWN hJl[uIRAiELY O GG R E C$@G-Bc GEORG PLICE SKINNER IE _ �4*49-(Q})1 W7_ a RafL6LTS eX15TIN(a FIFIp C,ONPIiIONi a LEA DD NDLINGER 1KPNOP 1 SSMH 2, TYPE -48" 0 IE = 19.P@ (S)4f0.o7 AS OF THIS pArE: w GI IE _ W 1 1 w m 1 STA 7+40, 30 RT ` ( );'07 z o RIM = lo2.70t z ti IE = 4�P (N)50.lo IF = (E)�so.zo 104TH AVE. S.E. IE = L�5S S 4A,96 z 5 0 9 IrzSo,Io l I I I I I I I I I I I I I I + N N I I I I I Na �I x �o Ll x ELEV., I EXISTING ROAD a — & PLUG II it LF 10's PV PIPE ®5=0.2 2y�i 1-028%72 --- .. ELF liTO D.I. PIPE ® II 0 .. PIPE (�D =0.28% 7(aLF lo" I p,lSSMH I I I I I I I I I 71-4j'o 3 T PE 1-48"0 SSM 2, TYP S MH 1, TYPE 48"0 fiMHlEIA-48'¢ EXISTING S MH STA 11+40, 30' RT. STA +40, 30 RT S A 4+67, 30 R RIM+(c7.10t STA 1+20, 5' RT. RIM = fi�i Ilo Z.o3i I 1 I I RIM >� I I SCALE: IE _ �m maw HORIZ. 1" = 4p' I RIM = (oBAi I IE= 47.gv(N I RIM = 8 17o.gzr_ I (N)5I,tIb IE _ (N) IE S- VERT. 1" = 5' IE = 4 (N)46.77 115 47,461, IE _ 1 (IN)47-+7 _ 51,48 IE = 49�bi (E)(W) IR = 91,5$ W IE _ *ft5* (S) IE _ E ( ) 12 IE = 47.66 (OUT) (TO EXISTING LIFT STATION) IE _ &Qad-(S) 07 - W o I I I I I I I I I I I I I I I I I I 11+50 11+00 10+50 10 00 i I 80 DATUM •� w F r Iltt 75 W J 70 Z �- C3 0� Q 0- 3 65 Lo z ' S z Q Vl jo W L'7 0- 60 w J OD J W wQONOD 3 z> a)> W a�QOD W 55 U (11 Ld M } �3z� cn a rr � �Ma D Ld MLa 25 > z 50 W \O (u .. Q 45 LL) La La � H DATE 04/14/93 £L£/ 40,00 .JOB NIl 927-001 DRAvm Pn927-CSIO CS-10.0 + +50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 17 93D/493 ,j'A5PHALT CONCRETE CL.9 191" CRUSHED 5URF4C/NG TOP CW'f5E 2 Vt"CRUSHED SU9F4C/N4 8A561_011R5E C[. B qE5 -5 50 L5E RPORT OTD JULEB, ly,98. SECT/0 -B Ez RIVERSIDE VILLAGE A PORTION OF THE S.W. 1/4 OF SEC. 8, TWP. 21 N., RGE. 5 E., W.M. ICING COUNTY, WASHINGTON NEW SHOULDER - (PAVED BIKE PATH) A-o-II 7 PAVING SEG A-%J 1 NOTE: NEW PAVING TO SLOPE AT ?''. TO EDGE OF NEW SHSULDER IF POSSIBLE. STA. 0+G3 TO 5TA, 11+45.24 TYPICAL X-SEC. N T.S. NEW DITCH SS MH BIKE PATH DRAINAGE SWALE DETAIL @ BIKE PATH N.T.S. SANITARY SEWER CONSTRUCTION NOTES 1. REFER TO CITY OF AUBURN GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. 2. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS, AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 3. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (S). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (I') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 4. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 5 CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION, 6. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE . RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 7, ALL MANHOLES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE WITH CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. it 1.2' w IN. L-L- ASPHALT CONIC_ CL. B — 14/2" CRUSHED SURFACING TOP COURSE 2Y2' CR05HED SURFACING BASE COURSE SEC'[ -ION A -A N.T.5. T •• 50 THESE PLANS AI=6 AS$UILf AND THE IHFOR.IMTIoh4 SHoww AtGUKATELY KEFLEG7s �ISTINy FIE/I�ZD. G[/7NpITIONS AS oG 'rF}f"�pgFE 3 S!-qb �i/L.i/�/�C THESE PLANS ARE 'APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS FAC NO 0013-93 ( \ ) A� APPROVED BY: /�/44r SaJW 90 rn I� m \ n m \ �n n n m \ C DATE APPROVED: ����G f N vi v~i OUT j 70 FINISHED GRADE S=2.0% 60 IIE6 TO BUILDI G 1=6 ITARY SIDE SEWER DETAIL BUILDINGS A & B SCALE: HORIZ. 1" = 20' VERT. 1" = 5' SANITARY SIDE SEWER DETAIL BUILDINGS D, C & E SCALE: HORIZ. 1" = 20' VERT. 1" = 5' TIZIzlz zlz H z Z Z w w � m 0 0 � U U Q w z z 0 F > m m > > Z w U Q Q � r o Q w U a F Z V > a a J w ��000 z JX w w 55 G�01J r 50 - o Cp'Z,.ts p44' a LS Q� x 0 N ON Y w > o a � N O m }WTI V Z r� � a 3 � O � } u J PI 2 _s m 2 5 v m tp� � F Z =' W o F w 7 F w � � z M � W w Wy Gi 01) W Z F- 0 Z Q 3 x N L7 z= o w LLJ Ga U J CD Q ¢()s00 Go JF- ~ 3 Z> a) > vW) OH¢00 UW3 j a WLn�� W o-~r J Q W%0Dcu m cy) < of N DATE 06/03/93 ,J® ►E, 927-001 DRAWIM NO.927CS10B SHM CS-10.1 OF 17 9 3 D /493 1- 8" X 8" L MJ X MJ W/ CONIC BLKG F ON SLOPE MOVE BLKG AS DIRECTED BY ENGINEER UTILITY EASEMENT-\ 1-FIRE HYDRANT ASSY 1-6" GATE VALVE 1-CONC. BLOCKING PER AUBURN STD DETAIL WAFH-1 -rampa to 2" B0� 16" CAP W/ CONC BLKG '6' GATE VALVE / MJ X MJ 1-16"x16'x8" TEE MJ X MJ X FL 1-8" GATE VALVE FL X MJ 1-CONC. BLOCKING 80 75 70 RR 1Y0 55 1.Y9 Li RIVERS(®E VILLAGE LEGAL DESCRIPTIONI GREEN w LOTS 21 AND 22 AND THAT PORTION OF LOTS 16 RIVER ¢ A PORTION OF THE S.W. 1/4 OF SEC. 8, TWP. 21 N. RGE. S E. W.M. o to zo w AND 17 LYING WESTERLY OF LEA HILL ROAD. ALL , , � IN BLOCK 7 OF C.D. HILLMANS AUBURNDALE ADDITION ,I KING COUNTY WASHINGTON TO THE CITY OF SEATTLE, DIVISION N0. 1. AS PER o 1 SCALE 1" = 40' PLAT RECORDED IN VOLUME 13 OF PLATS, ON PAGE 62, RECORDS OF KING COUNTY, WASHINGTON: R�P� NI�'�" WITH THAT ON OF VACATED ROAD Q ti9 I �P N TH ADJOINING. SITUATED IN THE COUNTY OF KING, STATE ADJOINING OF WASHINGTON. = �POP�'f}. 90 SITE 8th ST.i DATUM BENCH MARK: s.E.',', \ R.R. SPIKE IN P.P. N0. 31835 WEST SIDE OF 104TH \ \ AVE S.E. 1ST POLE NORTH OF STH ST. N.E.' ELEV = 67.8' (TBM 25-B CITY OF AUBURN) OLD ROAD NOT VACATED N N N IM TOE OF SLOPE (TYP.) w m m /c r -- 20' - BSBL,_-- POW R VA LT / l lI r l N VICINITY MAP 25' SETBACK `FROM. Al,9.53'pp- TOE OF SLOPE 59B 8 F N.T.S. -SEE SHEET CW-11.1 FOR INTERIOR DOMESTIC & FIRE -------- -- - -- - -y_ -1—=< WATER PROFILE T —{ _ - YDRANT -s� S _-__ \ 1 FIRE H C - DRAIN�G SWAGE T T 1 - _ DRAINAGE S — W - ---.� _ r_ BLOCKING _ 1 � r rT l � T c _ �--R---1 -_ r J �----� E 11.1 6" GATE VALVE �— — SHEET 1, "' r- r 1 � -�� 1 CON � SHE DETAIL .-- - .�--'l 2" WATER M�TER l ,-�.`'' - -1-n- �.--- I' TO BE NST LLED © 4r F� J . �' BY CIT' OF kUBURN J 1 7� �� c O 2" WATER ETER D FF=66.0 - J �- -__- FF 66.5 / ` r POWER - - VAULT _ - -o- '- -.r- _ _ / ®=65.0 BY BFF�� YNOOTI AU D J _ - s �- - J m - �f FTAUBURNPF 65.5 --- �. - _. ,L\ LF g•-0i - Dc_ _ FDc FDc---- 226 LF ^•------ - 2" WATER METER E 6ZD I 8 � 1 FDc Z /' _ _ POWER _ _ - - - "8 X 8' L 1 '0+I �• TO BE INSTALLED -- z - --------vnu�T--- 26O LF ^• .m 1-FjBE_HY W v AAI ( 01 ��_/ BY CITY OF AUBURN - - - VALVE W/ CONC BLKG _ - - IRE 4YETRANT- ASSY- ------------ - 1-CONC. BLOCKING. �pwER -_ i �s N 1-6 GATE_ ALVE _ FCC I eh 1 YRuLT - - -� r W / 1-CONC. BLOCKING— - - �' Foc / 1• O _`_, 2" WATER METES o /` �fv€=64. , `.� BY CET( O MAUEBURN`...-. �_ _ '�._. - ' /' 1 FF-O66.0 BCAEIT -� 0 DO / i - _ `` WBtvL-2 5 `` THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WTH m mm m rn m m m m m THE CITY OF AUBURN ENGINEERING DIVISION'S a M m REQUIREMENTS (FAG NO 0013-93) APPROVED BY: DATE APPROVED: ?�2�9L NN N N N N N 2 2 22 S Z N J J ` w zz z H H U ZWWW � a \ mm m Q J 2 W m U J N '¢ 0 00uu 2 a z zz z W w w»> w r 5 ¢ 0 LEE mm m z D a HILL RD a< a w ow IC w Z LL a 1000 U N 4' u N ,,((�� F> as a w in w w w c EX PAINTED)ya o0 o ¢ o i 3 a a ISLAND 1V oo m 0 w IN ` 'D z'www w w w a w w w d r a rK ¢ rc¢ a CE x¢ I WET TAP 16" OW 20W/ 16" GV SAWCUT - EXIST 12" GV NNE SE 7J'4`p•• E =-ff _ -=64.0 I (I O 2" W•AQTER yVETER ., `�D '+ GUARDRAIL \ 290.57, TO 86 INSTALLED FF=65 0 V-- � "� EX. LIGHT- �r-. y .,5-=- �i �1 EXIST D.I. TO BE BY CIIiY OFAUBURN _ STANDARD J L - FF-64 5 4+0o A�G REMOVEDED &REPLACED G. JI .L1... 1... 1.. L_L.. _ J � y W/ 16"0 D.I. ` 36.05, _ _ _ _ _ _ _1_ _ i. - �� 16" G.V. INT'X. TA 2+65.00, 5+Do �� MJ X M 104TH ME SE EX. ROCKE {. i 900 0 R=380.D0' L=1�8.4ti_= STA 0+00.00 c ' .�� � EXIST. FIRE HYDRANT o � _ � iy � 1-16"xt6"x8" TE _ MJ X MJ X FL wT'x.loarH AVE sE b e+oo 41 LF _ 8' MJ VALV 1-16"xt6"x6" TEE o FL - RI CHPATHD(TYPICAD)BIKE - 7+0= 1-GONG. BLOCKING TNOMP'S CR AWFORO ` EORGE W TNOM AS ARD 6 NBO LEO OONOLINOER / 22- iM X MJW/ NC BLOCKING IF REQ'D OR ALIGNMENT. D.I, PIPE SHALL BE DEFLECTED IN ACCORDANCE W/ MFRG RECOMMENDATIONS & CITY OF AUBURN'S STANDARDS 4' MAX. DEFLECTION `-22'< MJ X MJ A`10E SKINNER W/ CONC BLOCKING V IF REQ'D FOR ALIGNMENT. J D.I. PIPE SHALL BE DEFLECTED IN MI'f1iEORGE KANOA ACCORDANCE W/ MFRG RECOMMENDATIONS & CITY OF AUBURN'S STANDARDS 4- MAX. DEFLECTION 104TH AVE. S.E. AL10E SKINNER 1 1 THESE PIXYS, ARE A`S-OUIW INFORMATION 9HOWN ACLU R6PI-EG115 II MOLP A9 of MIS 7 t'. WIT: SeJE 1514 T 42 %0 1 \ . 1 FbAi 1 lk3_MIt01t b*AAinme fFlt� WATliI PRoFIy[ W Q � > V O 2 w ~ / I I I I I I I I I +� <I JII—III— z PRO D FINISH E v., Exlsnrlc ROAD i II - GRADE VER I a i-P TEKFLY VALX04 I WATER �wE I I I I I I II��m J I aL X MJ X MJ �_ o diL L— EXISTIN i�j" H�APPR XIMATE RE LACED _ — _ z = TO BE P I LOCATION & IED IN FIEL ) N �F } v FL 6 X MJ X MJ _ `.F 16"0 D.I. PIPE ft{. _ftVApOItI►� BLOW-OFFASSEMBLY I I I I I I I I I I I I Ib°IDUTTL�rLY VALVE. 16" � VA VE 0I1 P6R ►uau STD. WA I I I I I I I I I I SC LE: HORIZ. 1" = 40' VERT. 1" 5' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ll 11+50 11+00 10+50 10+00 9+50 Y+00 8.15u is+uu i+SU i+UU o+ou o*uu 5*ou otou -rtoU v+vv JTJV JTVV LTJV LTVV TJV TVV TJ IM, N Q W 110 75 Z r Z3 3 °' ca 70 / / Lo Z= i Q jo W l7 VI 65 J CID J Q 0%00 J W > Z < OOD 3 W 60 UW3 A L) F-3z0% 0 F- [e 0 ., O 55 W t0 N 2 (`') Q v 50 IA DATE 04 1`.'- turret aca'cr 45.00 JOB NIL - DRAWING NM - -' I sNEEr C W-11.0 0+00 OF 17 1-) - �r el gso149s EXIST INSTALLED NEW 1 SAWCUT EXIST 12" 1 � �nEn Ave sE i 80 75 70 65 55 50 EXIST E.P. WET TAP 16" ON 20" W/ 16" GV RIVERSIDE VILLAGE A PORTION OF THE S.W. 1/4 OF SEC. 8, TWP. 21 N., RGE. 5 E., W.M. KING COUNTY, WASHINGTON NOTES FOR CONSTRUCTION: REPLACEMENT OF EXISTING 12" WATER LINE WITH NEW 16" WATER LINE, INCLUDING TIE-IN TO EXISTING 20" 1, COORDINATE OATH CITY CONSTRUCTION MANAGER, LARRY DML(804-5082) AND CITY WATER SUPERVISOR, BILL SCHEDER (931-3066). E.P. 2. PROVIDE TEMPORARY WATER SERVICE AS DIRECTED BY CITY. 3. INSTALL WET TAP 16" ON 20" AND APPROXIMATELY 80 LF3 OF 16" D.I. 4. PRESSURE TEST AND PURITY TEST THAT PORTION AS REQUIRED BY CITY. 5. REMOVE EXISTING 12" AND REPLACE WITH 16". PRESSURE TEST AND PURITY TEST AS REQUIRED BY CITY. 6. RECONNECT WATER SERVICE. 7. REMOVE 12' TO THE TEE CONNECTION ON LEA HILL ROAD, COORDINATE SHUT DOWN AND INSTALL BLIND FLANGE ON 12" TEE NEW 16" D.I. WATERLINE AS DIRECTED BY THE CITY. CONNECTION TO EXISTING 2095 D.I. N.T.S. BLOCK i 0 0 1 EXIST 12"0 D.I. TO BE 1 , EXIST REMOVED & REPLACED W/ 16"0 D.I. 12' 0 D.I. EXIST 1 20"0 D.I. 1 1 1 I m W GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS, 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 1 A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON -SITE DURING CONSTRUCTION. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6, DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SUITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES, ALL VISIBLE ITEMS SHALL BE THE ENGINEER'S RESPONSIBILITY. 8, EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT UNIFORM EDGES 12 INCHES 12" OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. 10. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 12. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTVITY. 13. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 14. ALL REQUIRED LANDSCAPING SHALL CONFORM NTH CITY OF AUBURN ZONING ORDINANCE, SECTION NO. 18.50. 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 16, ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. 17. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USINGA.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL, 18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 35 PIPE, 19. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-1, GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURE. 22. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 23, PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 24. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE 'NTH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CITY OF AUBURN. THII F`LO i5 ARE AS-61111.T AND THE THESE PLANS ARE "APPROVED' FOR CONFORMANCE WITH IJ`A5"ATI0N y*AuWN ACCIIRAT 1.Y THE CITY OF AUBURN ENGINEERING DIVISION'S �,e&"- ,y� RPFLEC7S 15irIN61 FIELNGo�/p 111ONg P REQUIREMENTS (FAC NO 0013-93) AS of T IS /I G'� .Yrrr.� -- - - - = PJE /.d APPROVED BY: S414 DATE APPROVED WATER LINE CONSTRUCTION NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21-4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42"). 3. ALL VALVES FOR WATER LINES SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH (12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCHES 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 5. PIPE FITTING SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ASNI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES AND THE LATEST PROVISIONS OF AWWA C 800, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER PRESSURE TEST SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7_ DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINES AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. SERVICES SHALL BE A MINIMUM OF 3/4 INCH TYPE K COPPER TUBING OR GALVANIZED PIPE. THE CITY OF AUBURN WILL INSTALL THE METERS, THE CITY OF AUBURN WILL INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET. 10. ALL WATER MAIN VERTICAL BENDS SHALL USE MEGA LUGS EXCEPT AT TEES AND 90' BENDS AND BLOCKING FOR TEES AND 90' BENDS WHERE CONCRETE BLOCKING PER CITY STANDARDS SHALL BE USED. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. 12, THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL FH-1 AND E L WA S SHALL STAND PLUMB, SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES. THE PUMPER PART SHALL FACE STREET OR FIRE ACCESS, 11 ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAILS NO. STFG-1. 14. BACKFLOW DEVICES REQUIRED NTH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. r I1-01l�I���� Ii =IZIZIZIZIz 0 z z a O m Q z w � o z w � 0 w O y U w a m > Q Q K m > Q 0 N w :2 a O Z z 0 �> Z > U w a U w a z a m m a z a m a w w O = < Z 5; 5; m r U U w a 0 N • o C1 a o �\ o V/ L Y t- o m > z E J z_ x � 3 � O + O o v a � o w W F z o N U E z F • W m r z 2 H d � Z 0 Z Q = rn Z 2 Q C7 W F_ Ld L7 U J CD¢ Ld '°D F_ a°0 o > co > a Z < OD W 3 U V) W .M 03�� A 0 ►Ur WVJ:3"o WIt W PO . m C ] f W �0 Z) N 2 (`') < v ►-� C7 =1 06/03/93 (Q, 927-001 FM NO, 927CW11B SHIIXT C W-11.1 ff 17 9 3 D 1493