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HomeMy WebLinkAbout02D1711 JEFF MOORE LOTS II-. __________ ______,__________ „,. r, SW 1 /4, SECTION 19, TOWNSHIP 21N . , RANGE 5E. , W. M . 0 7th ST SE I CD 1-, Lu V1 8th ST SE 8th ST SE v, W W 00 u- 9th ST SE / CC W i • T E 00 ' 10th ST SE \ U 0 X 109.70 X 109.85 -9G Z X 109.84 X 109.20 <9 11 th ST SE 'p� I R3ZDNE EXISTING CONDITIONS NLLj 11th ST SE W 589'44'23•W �0,.01 6000 � 12th ST SE �� ~ � CD g ^ 3 Q U Q 2 o �N m W n 192105-9340 n o W U W W 0 :::: :::- 192105GAS LINE 1 0 -9022 R2 ZONE _ 30 30 j r P0LWE 17th St. E.'s.Do • WATER SOURCE R3ZONE FlRE I I p CITY OF AUBURN +-' (n 6• WATER MAIN c W MIDDLE STORM DRAIN CB T M', �� ~ W N RIM EL-V.=108.83• Q Vl SCHOOL N W I� E-5• PIPE 10e.11' l� 19th St. SE _ 0 z 3 EASEMENT LINES N W = 20th St. SE Y = CI_ i 1 9 21 05-9 341 ''•••• �1.. IS ., _ GARAGE HWSE •. g' 0 1.i IIII O �, [' -!..n• -,• +` ,•• 4% T ON PI ZE 21 st St. SE SITE STORAGE � ' z m 16' EASEMENT FOR INGRESS, EGRESS & UTILITIES Cedar Dr 13+00 12+00 11+00 -..1��. 139.01• • a .r► . " 22nd.St. SE I < tat m' - .Y OOTi'OI/WDOD 1� .. r >. .. •� A� - GAS UNE I1 :. POWER LNE _ _.:� VICINITY M A PLIL \TELEPHONE UNE WATER UNE. / • I (NO SCALE) R2 ZONE . . ' - FUTURE HOUSE SITE E121 HOUSE EXISTING HOUSE 192105-9320 905 - • CONSTRUCTION SEQUENCE 192105-9321 .. 4. ..':.. 1 PRE-CONSTRUCTION MEETING W/ CITY OF AUBURN. g SITE SURVEY LLJ 2. INSTALL 3 WATER METERS AND SUPPLY LINES. w 3. INSTALL SANITARY SEWER MANHOLES AND PIPE. f ` • 07 4. THE TIME LIMIT FOR WORK WITHIN "H" STREET S.E. IS 2 WEEKS. SURVEY NOTE ) . ,: THE BOUNDARY INFORMATION SHOWN IS PER CITY OF ES„NG AUBURN SHORT PLAT 19-81 BY ROBERT P. McKIDDY. DRIVEWAYS e RacN DRAIN CB TYPE OTHER NOTES MPE0oW-5• 7 ' 1. THERE WILL BE LIMITED SITE GRADING FOR THE INSTALLATION OF UTLITY LINES. 2. THE 20 FOOT ROADWAY & EASEMENT SOUTH OF THE PROPERTY WILL BE USED " FOR ACCESS. 3. SEE CITY ENGINEER LETTER DATED 20 OCTOBER 2000. EXISTING HOUSE GRAPHIC SCALE 192105-9024 r . 4. PROPERTY IS ZONED R2. MAIN CB 40 0 40 80 ElD=110.06' 1''E 105.69' 5. SITE STORM DRAINAGE WILL BE PROVIDED WITH EACH HOUSE SITE. SITE PLANS PPE 105.90' SHOWING PAVING, UTILITIES & STORM DRAINAGE WILL BE SUBMITTED WITH EACH HOUSE AT BUILDING PERMIT APPLICATION. (IN FEET) 6 CONSTRUCTION SHALL BE LIMITED TO H STREET EASEMENTS & LOTS & 3 1 inch = 40 ft. . sTpRN.oRAxr:ce 1,2, SEWER MANHOLE TYPE .' :•'.•.:•: ..•:• • RIM ELEV.-107.31' ::.,'211$t...:'1.STREET•...SE : -.....E:8' qPE aoa,p•., ' • • 7. LOCATE ALL COMMUNICATION & UTLITY LINES BEFORE CONSTRUCTION STARTS IN ALL E-10• PIPE 97.96' '. '• . W-10• PIPE 97.96' 10• 10. $$ AREAS. O e • .�► . 1. 3` eat MA1aao►+E IaM.azv.-nio:el' . '':. .:•':._'.'....._:•'•:•'.. •.. .. '.7-1PPIPEtO1.OM.. .•'-. . •:::'•" ,.:.:,: .E_, .101.•0t- 8. ALL DISTURBED AREAS SHALL BE PATCHED, REPLACED & RESTORED TO EXISTING srrt' PIPE ,ot.o9 .,7 . CONDITION. OWNER/DEVELOPER SHEET INDEX JEFFERY MOORE 1. COVER SHEET GENERAL NOTES 18116 17TH STREET E. o SUMNER, WASHINGTON 98390 2. SITE & UTILITY PLAN & PROFILE _ 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN REQUIREMENTS AND SPECIFICATIONS. (253)862-0062 3. "H" STREET UTILITY PLAN & PROFILE cx 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE ENGINEER/ SURVEYOR DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL HEDGES ENGINEERING AND CONSULTING, INC. CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD 913 KINCAID AVENUE Li Lu CONSTRUCTION DETAILS, STANDARD CONSTRUCTION NOTES AND DESIGN & CONSTRUCTION STANDARDS. SUMNER, WASHINGTON 98390 RECORD DRAWING CERTIFICATION Li fY 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND (253)891-9365 These drawings conform to the Contractor's ry CL SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. construction records. m m DATUM (NGVD 29) By cer/ SvRvc;/ cac,w (ZsR) Date 9-02 Q 4. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON-SITE WORK FOR ALL PUBLIC FACILITY EXTENSION CITY OF AUBURN SANITARY SEWER MANHOLE #1009-14, RIM ELEVATION= 107.31' PROJECTS. o 0 PARCEL NUMBERS Title/Position >- 0 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY ►- I-- FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF 192105-9340 a a WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL (1-800-424-5555) FOR UTILITY 192105-9341 ix ct 192105-9022 Confirmed by City Date W W LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). - - o_ a_ 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE LEGAL DESCRIPTION z Z CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN . _ J CITY OF AUBURN SHORT PLAT SP 19 81, RECORDED UNDER KING COUNTY RECORDING NUMBER 8110130505. ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AD REQUIRED BY LAW AND REGULATION. 1 PROJECT REF: FAC# I 00-0044 Q = THE SOUTH 165 FEET OF THE NORTH 396 FEET OF THE WEST 161 FEET OF THE EAST 330 OF THE SOUTHEAST QUARTER OF THE 0 (..) 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE M .M ' /10 NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, ALL IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. these plans are approved for conformance with o 0 SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF s° �oF !Ash, ' TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER UNDER AND UPON THE SOUTH 16 FEET OF LOT 5 OF the City of Auburns Engineering Division N Q THE CITY OF AUBURN, CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND J ' re uirements. o1 0 PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. rd LA VELLE ADDITION, AS PER PLAT RECORDED IN VOLUME 69 OF PLATS ON PAGE 13, RECORDS OF KING COUNTY, WASHINGTON. q CrCP 7- to SITUATE IN KING COUNTY, WASHINGTON. TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE NORTH 20 FEET OF LOTS 2 & 3 OF CITY OF AUBURN SHORT PLAT Approved By. Cia0Q)za.4.- 0 0 �•A�, 1-4 /S g� ���'� 21-77 RECORDED UNDER KING COUNTY RECORDING NUMBER 9811051711. m m CO ENG I NEERS • PLANNERS • SURVEYORS s G Date Approved: god 4HEDGES SfONAL t PP , / I Engineering & Consulting , Inc . , 913 Kincaid Avenue , Sumner , WA 98390 ( 253 ) 89 1 -9365 ( 800 ) 540-9847 EXPIRES 08-05-01 - N o PI= ' o-72. i e F 3 Q 100 f 020 rut BUILDING SET-BACKS (TYP) FRONT -20' BACK - 25' SIDE -5' I w o z ° w r/ z X 2 r. w ////////////7/// LEGEND i' , i 9340 O �� t` POWER LINE / S s \. TELEPHONE LINE + \'` I.E.=106.13 pGAS /• 4) C� o C.O.A. STD. ' _._ ti,., WATER LINE �• OQ��C DET. SSCO-1 .,y SANITARY SEWER LINE 3 STORM WATER SYSTEM EXISTING HYDRANT ,__ .__ / F ON EACH BUILDING SITE Ds ._v STORM DRAIN LINE EASEMENT LINE /r• rrzrz/r/z///// 9022 FENCE LINE AS NOTED t ,,. GRAPHIC SCALE ., ri.m�., � ,y_� . R.O.W. LINE ,r 20 0 20 40 � ,, CONTOUR LINE WATER VALVE I} P--; EXISTING WATER METER I- `- PROPOSED WATER METER z w ' ~< w / EXISTING FIRE HYDRANT w 6" SCHEDULE 40 PVC (IN FEET) i -v EXISTING MAIL BOX ' SIDE SEWER _ _ PRIOPOSED TRAFFIC SIGNSTING TRAFFIC aQ 1 inch = 20 ft. SIGN E. /,/iiiiiir/i7illi HORIZONTAL SCALE }-- EXISTING SEWER MANHOLE a_in3, 3/4" WATER METERS -' • PROPOSED SEWER MANHOLE %,,,,,,,,,,„,.// d // �O O� h FOR METER INSTALLATION p PROPOSED SEWER CLEANOUT 9341 / o• REMOVE EXISTING SEE STANDARD DETAILS 6 f ����p �� SHED 3 PRIVATE SERVICE PIPES WASM-1,3 & 5 EXISTING CATCH BASIN / EXISTING STORMDRAINMANHOLE 34) 0� OJ/i O• / Q p 1-1/2" POLIYETHYLENE SERVIC PIPE. ° e EXISTING TELEPHONE RISER H ' p Fp '` " / F�' LAY PIPES l COMMON TRENCH "° EXISTING POWER TRANSFORMER r— O J• w / F� MINIMUM 24e COVER o f EXISTING UTILITY POLE zr, f 0Q ��i, v� / l oL, ;; EXISTING 6 WATER MAIN �O / Q� !� /iiiiiriJh�iii �� s b VERIFY LOCATION :. EXISTING UTILITY POLE GUY ANCHOR F z 0050 w>- ; F - w 6 I rF--.-+ cnr- i I.E.=104.5 -��a .,, - *; _I !. U ������,,,,,,,,. r�s o , EXISTING DECIDUOUS TREE Q- w ' STATION EQUATION C: A. STD. DET. ._ ._ ��.,,,. w.: wwz I.E.=105.23 N SSCO-1 Mtn =103 81 _� v �� 4 10+00 = 2+64.76 icr C..O�A:' STD./ t - #tag wm DETAIL SSCO-1 � ` Oo S� g i EXISTING ASPHALT SURFACE 4 i • ---4 ACCESS & • ,r E.= 03.55 I 10+00;. �� EXISTING CONCRETE SURFACE I 1 E 103 52 � <i �. 0 1 r +0 215 LF 8" PVC SDR 35 S .5% o UTLITIES EASEMENT € 4' ' 11+00 10' MIN. 13+'a 0.02 cv 13+00 _ 3 � ) 1n3 9� I_ _=10. _fi.3 ,I X.=:; r�.,;�,.,,�,. . _�.., �.�..� - - r-r _�_�n � -,� �=�= �._�� m.. SSM H 1009 52 t , - y - SURFACING A NOTED ,x4 ._ •. . PROPOSED SUR C G S -� - 1:E:=103:72 SEE PROFILE .. - 1pS7 PRt71ty • .... _ n w 6 SCHEDULE 40 PVC y �.__RWQVE''-ANQ---PAT£# _ ------ _. SIDE SEWER I.E.=104.53 SUNKEN PAVEMENT 6" SCHEDULE 40 PVC SEWER EASEMENT °_ c„ ACCESS EASEMENT r I n r, ESEWER 1.-]sv.. _ ., . ,max,. .. ., ry • ,f - _.a�..b �.. �a � - 9320 _ PROTECT 9321 COTTON WOOD.- '' e TO REMAIN = , INSTALL NEW ' ' _ STOP SIGN? III _ . _. _._ _.-____ ,. __._ -- III . .. _ I IO FEATURES SHOWN ON THESE I0 - -- - � ---- -- -- THE EXISTING TOPOGRAPHIC AND PHYSICAL PLANS ARE BASED ON A COMBINATION OF: ENGINEERING & CONSULTING, INC. 109 _____ _ __ ____ __ ... .___ __ .___ ____.__�- FIELD SURVEY DATA BY HEDGES ENGINE _._ _ 109 FRANCHISE UTILITY COMPANY RECORDS 108 ! _ 108 THIS WAS THE KNOWN INFORMATION AVAILABLE AT THE TIME OF PLAN 107 PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RAISE SIGNIFICANT DISCREPANCIES TO THE ENGINEER'S ATTENTION PRIOR TO SUBMITTING A I 106 I06 w-- BID FOR THIS WORK THE CONTRACTOR SHALL ALSO BE RESPONSIBLE STA 11+12. FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 8"X6" TEE & PLUG COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY EXTEND. TO PROPERTYWHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S 05 _____ _.__ _ _ .- _ _ ____ __ _ .__ . ._ .__ .__ __ -�- � 105 AND ALLDAMAGES LINE FOR FUTURE HOUSE 215 v FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND LF 8" PVC SDR 35 5- � ON SOUTH SIDE UTILITIES. I04 104 T 103 SSMH 1009-53 STA. 12+36 3' RT. TYPE 148" RECORD DRAWING CERTIFICATION ;.. IO2 STA T1+73.7 _ I 02 These conform to the Contractor's RIM= 1 $6' 104.2� 8"X6" TEE & PLUG STA 11+17.5 construction drawings conf. I.E.=104-96 to .13 '' '' GRAPHIC SCALE E 8" M EXTEND TO `PROPERTY 8 X6 TEE 10I W 8" i_E.=104._16.(PLUG) __ LINE FOR FUTURE HOUSE EXTEND. TO PROPERTY I 0 1 2 0 2 4 By Ct1 SUM64 CALet4) Date 1'ZoOr'l- N 6 I.E.=40433 too.iq ON SOUTH SIDE LINE FOR HOUSE ON Ili NW 6" I.E.=104.33' NORTH SIDE OF MAIN MIUWiiiiill -Demo 0 100 S_ 6" I.E.=1004.33' _ SSM-H 1009-52 _. . 100 Title/Position �---� STA. 10+02 3' RT. (IN FEET) 0 1 TYPE 148 99 1 inch = 2 ft. '4 — ' Confirmed by City Date 99 RIM= 1.9'9-55' 1DliAS VERTICAL SCALE Y M . S 8" I.E.=1+6?-79' ID1 34 ��` W 8" I E.. .. &2-8.9'101.9 3 DATUM ELEV • *� c�,p� SAS'/,y c> N 8'' KNOCK-OUT 98.00 GRAPHIC SCALE es. z, . t ; 1 20 0 ;°t:fp 20 40 �, PROJECT REF: FAC#00-0044 , % 3 .. .. these plans are approved for conformance with ��s �` ISa7 ti� �~ the City of Auburn's Engineering Division CD cv o a) a) N O o rn d- CO N CO cn r7 00 (IN FEET) s"ONAL l' requirements. OP 7_;"°1 N ao 00 ai ao 0o ao od ai ai ai ai ai ai 6 ai ai o o o o o o o o o o o o o o 0 0 0 1 inch = 20 ft. EXPIRES 08-05-01 HORIZONTAL SCALE Approved By: BURIED UTILITIES IN AREA - //�/ I 3+00 12+00 I I+00 10+00 CALL BEFORE E O E U DIG Date Approved: T/ 0 PROFILE 1 BRS 3/12/01 CHANGES PER CITY OF AUBURN REVIEW DESIGN DRAWN CHECKED DATE 17 01JEFF M OORE LOTS SEWER 8� UTILITY PLAN 8� PROFILE 2 BRS 4/17/01 CHANGES PER CITY OF AUBURN REVIEW --•r- � OL, �-- .�,.J / / ©HEDGES ENGINEERING & CONSULTING, INC . 3 BRS 5/1/01 CHANGES PER CITY OF AUBURN REVIEW I l�v/ [_ r' / 4 BRS 6/8/01 CHANGES PER CITY OF AUBURN REVIEW SCALE PLOTTING CONF I G. FIELD CHECKED JOB PATH NAME 4HEDGES DVG, 2 ENGINEERS •PLANERS•SURVEYORS AS NOTED SANITARY_PP 2000— I8 P : \2000- 18\SHTF I LES Engineering & Consulting, Inc. 913 Kincaid Avenue, Summer, WA 98390 (253)891-9365 1-800-540-9847 OF NO. BY DATE REVISION PF1=4O7z 2. vr- 3 02 O 171 , • NOTES: 1. SAW CUT EXISTING PAVEMENT PATCH & SEAL TO MATCH EXISTING. 2. REINSTALL & RESTORE DISTURBED SIGNS, MAILBOXES ETC. o , . 3. PATCH, REPAIR & MATCH EXISTING FINISH SURFACE IN ALL I • ' DISTURBED AREAS. • ', ri EXISTING 20' DRIVE �: 1. t 15' CITY UTILITY EASEMENT r _ i PARCEL NUMBER 192105-9024 4 4 , i ,x . AT DRIP LINE PAVEMENTtWATER. S'HEET. FOUR ,, ,' METERS ,}. 4 Win". '.: ai^-*&s,.�m53v �w...r..c ,.s...ek..mmo..=..�fi.�...,rm,. m.,vs�... ,.a,r ,.z..,+.cnmz. roxmv.,..ese«�, ...wn-,,�wvn. .m..xs..- dDWUNESA 1 f `` PROPOSED L 1 -•-- SMH 1009 5 , _ SEE OFILE) 1+00 R ,L . o •0; STREET • 8 SANITARY UNE o �._.. C!) EXISTING �........_ _ j SSMH #1009-15 -.k T - - .. _ i STORM WATER!n .e �,. ..,u. �, LINE r „� re..E._9n,_ ,: " WATER MAIN N „ 'Y 4i �� � �I � ,, :, r_ �., �_- PROPOSED VERIFY LOCATION 45) li SSMH 1009-51 ,, r (SEE OFILE) /� STA. 0+32 TO STA. 2+75, SAWCUT ALONG TRENCH STATION EQUATION : Z _ STA. 0+00 TO STA. 0+32, SAWCUT LINES AND PATCH. OVERLAY FULL STREET WIDTH 10+00 = 2+64.76 ALONG TRENCH LINES AND PATCH. WITH 2" ACP CLASS B MODIFIED. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE i1 PLANS ARE BASED ON A COMBINATION OF: FIELD SURVEY DATA BY HEDGES ENGINEERING & CONSULTING, INC. 1 . ' FRANCHISE UTILITY COMPANY RECORDS k THIS WAS THE KNOWN INFORMATION AVAILABLE AT THE TIME OF PLAN li PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RAISE SIGNIFICANT 11 , t. DISCREPANCIES TO THE ENGINEER'S ATTENTION PRIOR TO SUBMITTING A 1 4 i BID FOR THIS WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S GRAPHIC SCALE FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND 20 0 20 40 UTILITIES. (IN FEET) 1 inch = 20 ft. II2 II2 - tI0 Ito as vs ,riLo 0 0 0 I07 '^^__ . ?._ ai• : _ 107 m W + •- N : Q cn Lu c7 m z M:; a I05 STA. -0+0 43 4.18 RT. SSMH 1009-51 RECORD DRAWING CERTIFICATION STA 0+50. 7 4.95' RT. , EXIS-T-._SSM 1D09 1 104 GRAPHIC SCALE 104 STA {3+8fl 2.0 LT. to the Contractor's EXIST CB _. __ _.__ _ ____ _ _. � 20 These drawings conform( RIM=110.81 —TYPE II 48" J 2 4 construction records. S 12" I.E.=' erte+9 111.05 RIM »=110.06' ' c10.31 RIM= 1•��F .._ _ ' „ ... �� F R � Date 9 moz 103 E 12 t.E. 101.f}1 N 8 i.E.;-I.6'F�5 b1•S0 __,. ._.__..,.. �__. , �. "IlmiGWmBy N 8 I.E.=105.69' _ ., - '' - +Y o illi De+N eNJM 6.44$ W 12" I.E.=101.01' S 8 I - .:•awa- _ _ ,> - 01.0 0 ) VI 1 1•3+°I (IN FEET N 8 I.E.-�+U3.3 4 l 5 _. ..__.. . _ r,.. Title/Position _......_. _-_ . .._..._..- 102 'tie/Po . . 1 inch = 2 ft. 81 LF 8" PVC SDR 35 S=0.5� ? SSMH #1009_52 VERTICAL SCALE Confirmed by City Date 01 J,.._ ; ____ _ _ _ _ _ _ STA �+68 3.0 tT. 101 I SEE STANDARD DETAILS TYPE II 48" GRAPHIC SCALE -.-G DATUM ELEV - ;.- _ _ RIM= +89755 10! '9S 20 40 M . B 2a >, _ 100 20 0 �`1 k 100S 8 I.E.- � 1%01.3 'r �' PROJECT REF: FAC#00 0044 SSFC-1 ,> _ o� 11 0 (IN FEET) " !� •r these plans are approved for conformance with 1 inch = 20 ft. ' the City of Auburn's Engineering Division HORIZONTAL SCALE 'ram CI3a1'1; ti - I� r7 N o o N N N N o 0) CO 00 (.0 0' 317'ii requirements. Cl 7-4-of 0 0 0 0 0 0 0 0 0 0 0 � � (3) 0) 0)0 0 0 0 0 SIGNAL �� Approved By. ('- io:iit/Arri'd 0+00 I+00 2+00 3+00 EXPIRES 08-05-01 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG Date Approved: 6 607 1-800-424-5555 1 BRS 3/12/01 CHANGES PER CITY OF AUBURN REVIEW DESIGN DRAWN/ CHECKED DATE JEFF MOORE LOTS H STREET S. E. SANITARY SEWER 2 BRS 4/17/01 CHANGES PER CITY OF AUBURN REVIEW 7 (12Q-. 7- /'� 3/29/01 ©HEDGES ENGINEERING & CONSULTING, INC . 3 BRS 5/1/01 CHANGES PER CITY OF AUBURN REVIEW # ! HEDGES DWG. 4 BRS 6/8/01 CHANGES PER CITY OF AUBURN REVIEW SCALE PLOTTING CONF I G. FIELD CHECKED JOB PATH NAME • Ems •PLAN PLANNERS•SURVEYORS / AS NOTED SANITARY_PP 2000- 18 P : \2000- 18\SHTF I LES Engineering & Consulting, Inc. 913 Kincaid Avenue, Sumner, WA 98390 (253)891-9365 1-800-540-9847 of NO. BY DATE REVISION pFj3v-1L 30P 3 oa D 1711