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HomeMy WebLinkAbout00D1581CALL BEFORE YOU DIG 1-800-424-555i UTILITY CONFLICT : CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY OF AUBURN GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE PUBLIC TRAVELING ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY IF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. CONTRACTOR IS FULLY RESPONSIBLE FOR THE PROTECTION OF EXISTING UTILITIES. 9. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES TWELVE (12) INCHES OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 10. 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. 11. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE (5) FEET. 12. 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. 13. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 14. CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "CERTIFIED AS -BUILT REQUIREMENTS." 15. WHEN UTILITY EASEMENTS ARE REQUIRED, THE MINIMUM WIDTH SHALL BE 15 FEET, DEPENDING ON DEPTH AND LOCATION, AND NO PERMANENT STRUCTURE SHALL BE CONSTRUCTED WITHIN A DISTANCE OF 10 FEET OF SAID EASEMENT. 16. THE CITY OF AUBURN HAS ESTABLISHED TYPICAL TRENCH EXCAVATION AND BACKFILL DRAWINGS TO BE USED FOR THE INSTALLATION OF UTILITIES. REFER TO THESE DRAWINGS FOR DETAILS BEFORE STARTING CONSTRUCTION. 17. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORDINANCE, SECTION NO. 18.50. 18. FOR MH & CB RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT ADDING NEW SECTIONS. 19. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING. 20. 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). 21. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT LADEN STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO THE CITY OF AUBURN'S STORM DRAINAGE SYSTEM OR ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, *ONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. EMEFiALD CORPORATE PARK A PORTION OF THE S.W. 1/4, SEC. 31, TWP. 22 N., RGE. 5 E., AND THE N.W. 1/4 OF SEC. 6, TWP. 21 N., RGE. 5E., W.M. As BUIL T R=439.02'- L=103.81' D=13'32'51 " -7r"\N Ir_F-\ A A-1 L_\/I NL_V IVI I 115.73"1 N 14'19'23" W L=1 13.76'- R=480.00 D=13'34'45" N 89'15'59" E 440.95 -7/1N Ir-r--\ A A-1 L_\/1 NL_LJ IVI I LEGEND: -7/-NN Ir-ram h All L_\.JI VL_I-) IVI I 10' BUILDING SETBACK 763.43' FOPS WILDING FF = 53.0 :. 0 41, CI N -7r1N IF-r1 "N ti it L_`/1 VL_LJ \�Ni 00 0 -7r1N Ir-r-\ L_\J1 NL_LJ N. r` --10' BUILDING SETBACK W a Lj 3 Z M_.�..: 00 o ........, --- -� .......... _.._. _ I L=65.97 R=42.00 D=89'59'23" - S- 89_ fi1 - 8 30.00 N 89'16p N 0'41'58" W 30.00 (BASIS OF POSITION) N 89'15'59" E 553.95 (BASIS OF BEARING) ------------ ----------- -- -e I -- --- -- --------------- L=102.79' L=96.91' 37TH STREET N.E. (MINOR ARTERIAL) R=967.45 R= 45 1027.1027.56" D= D=05'44'22° -7r\N Ir-A Ar) -7nN Ir-r-\ h A-1 L_\JI NL_LJ IVI, L_\JI NL_L_/ IVI I EXISTING ' PROPOSED GASG __........................ G STORM DRAINAGE _ _ = SD- - _ SD W WATER .._,_--_. w� SS SANITARY SEWER OVERHEAD POWER P(0H) P(OH) UNDERGROUND POWER ................................... P(UG).....:........... -� A _ P(UG) ASPHALT PAVEMENT TYPE I' ASPHALT PAVEMENT TYPE II ASPHALT PAVEMENT TYPE II WITH SEAL COAT CONCRETE SIDEWALK 48.5 GROUND SPOT ELEVATION CONTOURS -----48---"- JUNCTION BOX ® e LU M I NAI RE ¢--- �- FIRE HYDRANT WATER METER Who r V) W 3 U NE 137TH ST I NE W _ z Z � U Z z AUBURN c� MUNICIPAL z AIRPORT J m VICINITY MAP LEGAL DESCRIPTION: PROPOSED LOT 1: A PARCEL OF LAND LYING WITHIN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON, COMPRISING A PORTION OF LOT 1, LOT 9 AND LOT 10 OF THE PLAT OF EMERALD CORPORATE PARK, AS RECORDED IN VOLUME 187 OF PLATS AT PAGES 45 THROUGH 51, RECORDS OF KING COUNTY, WASHINGTON, THE BOUNDARIES OF WHICH ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 OF THE ABOVE -REFERENCED PLAT; THENCE WESTERLY ALONG THE SOUTH LINE WSAID LOT 1, BEING THE SAME AS THE NORTH MARGIN OF 37TH STREET N.E., ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH WHOSE RADIUS POINT BEARS SOUK 00' 44' 32" EAST, 1027.45 FEET DISTANT, THROUGH A CENTRAL ANGLE OF 05' 43' 56" A DISTANCE OF 102.79 FEET TO A POINT OF REVERSE CURVATURE; THENCE CONTINUING WESTERLY ALONG SAID SOUTH LINE OF LOT 1 ALONG SAID CURVE CONCAVE TO THE NORTH WHOSE RADIUS IS 967.45 FEET THROUGH A CENTRAL ANGLE OF 05' 44' 22", A DISTANCE OF 96.91 FEET; THENCE CONTINUING ALONG SAID SOUTH LINE OF LOT 1 AND THE SOUTH LINE OF SAID LOT 10, SOUTH 89' 15' 59" WEST, A DISTANCE OF 481.87 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST WHOSE RADIUS IS 42.00 FEET; THENCE WESTERLY AND NORTHERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 10 ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 59' 23" A DISTANCE OF 65.97 FEET; THENCE NORTH 00' 44'38" WEST ALONG THE WEST LINE OF LOT 10, ALSO BEING THE EASTERLY MARGIN OF "C" STREET N.E., A DISTANCE OF 459.95 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST, WHOSE RADIUS IS 480.00 FEET; THENCE NORTHERLY AND WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL_ ANGLE OF 13' 34' 45" A DISTANCE OF 113.76 FEET; THENCE NORTH 14' 19' 23" WEST, ALONG THE WEST LINE OF SAID LOT 9 IN THE EASTERLY MARGIN OF "C" STREET N.E., 115.73 FEET; THENCE NORTH 89' 13' 28" EAST A DISTANCE OF 763.43 FEET TO A POINT ON THE EAST LINE 0 F LOT 1; THENCE SOUTH 00' 46' 32" EAST ALONG SAID EAST LINE OF LOT 1, A DISTANCE OF 717.68 FEET TO THE POINT OF BEGINNING, INDEX TO SHEETS: C1 of 6 SITE DATA C2 of 6 GRADING AND STORM DRAINAGE PLAN C3 of 6 SANITARY SEWER AND WATERMAIN EXTENSION PLAN C4 of 6 SECTIONS C5 of 6 NOTES AND DETAILS C6 of 6 NOTES AND DETAILS SL1 of 1 STREET LIGHTING AND ELECTRIICAL PLAN L1 of 4 LANDSCAPE -PLANTING PLAN 1-'2 of 4 LANDSCAPE -PLANTING NOTES AND DETAILS L3 of 4 LANDSCAPE -IRRIGATION PLAN L4 of 4 LANDSCAPE -IRRIGATION NOTES AND DETAILS ARTHWORK: f tLa60 000 CY CL#t=97 iD CY SITE DATA: DEVELOPER/OWNER: RIPS INCORPORATED 1000 RPS DRIVE CORAPOLIS, PENNSYLVANIA 15108 CONTACT: MATT ANGLE (412) 859-2646 ZONING: EXISTING ZONING: M-1 PROPOSED ZONING: M-1 DATUM: CITY OF AUBURN B.M. TOP OF MON. IN CASE AT INT'X OF "C" ST. N.E. & 37TH ST. N.E. ELEVATION=48.55 SITE ADDRESS: N.E. CORNER OF INTERSECTION OF 37TH STREET N.E. AND 'C' STREET N.E. PARCEL NO. 232973-0100, 232973-0010 Record Drawing Certification PROJECT REF: FAC // 0028-9.0 / fI 7 These plans are approved for conformance with the City of These drawings conform to the Contractors construction records. Aubum,s Engineering Division requirements. By Date Title/Position Approved By: i,---� Confirmed b CIt : Date 0 y y Date Approved: , A��� P TTU, 513 NW 13TH AVENLOE' `,MO ;g PROJECT PORTL_AND OREGON 19,72 LOCATION TEL 503 827 0505 40TH ST ..._. _ .. FAX 503 827 0506 = En ' 1 C ofQ _ Z An EDT Company D STR BUT ON -AC Ty - AUBURN, WASHINGTON �- PRWECT No.: 99 093 FILE: DRAWN:' DATE: 99 G9 v REVISION: DESCRIPTION: Q 11 /1 /99 REVISED PER CITY REVIEW Q 11/29/99 REVISED PER CITY REVIEW p3 01/03/00 REVISED PER CITY REVIEW NJM Scale: Designed M FB Drawn Horizontal NJM 1 "=100,0 , Checked Approved- DKB Vertical 8/25/99 N/A ❑A Date U G' r N �GMA(i �r IV ' 2 X kilt sG` co TLNO E N G �N� Z s. S 18215 72ND AVENUE SOUTH KENT WA 98032 AS-BUIL ' v . (425)251-6222' (425)251-8782 FAX . CONTACT: ALI SADR ; A CIVIL ENGINEERING, LAND PLANNING, " ~. SURVEYING, ENVIRONMENTAL SERVICES CO 0 G)DUCTION OF THIS DNI IS 'EXPRESSLY FORBIDDEN WITHOUT THE SPECIFIC WFI-T : PERMISSION P.WO 9F MPH ARCFfiTECTURE PC. THIS DRAWING IS ONLY CONDITIONALLY ISSUED, AND NEITHER RECEIPT OR C ('V POSSESSION THEREOF CONFERS OR TRANSFERS ANY RIGHT TO,.OR LICENSE TO, USE THE SUBJECT MATTER OF THIS DRAWING OR ANY TECHNICAL INFORMATION SHOWN THEREON, NOR ANY RIGHT TO REPRODUCE THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN AUTHORIZATION OF WPH ARCHITECTJRE PC. .. v • Q JOB NUMBER: 7249 - O SHEET TITLE: V C'4 ` U SITE DATA" w AS J. � p 25672 /ONA LT EJOW All IL I EXPIRES Ajjbj C1 OF 6 _.00D/$-F/ ENLARGED DETAIL 1 SCALE: 1 "=20' IE=45.28 12 E IE=41.72 24 N F�=48.28 = Rill=49.26 NEW 40' DRIVE ENTERING I IN M( (ER CO i 3E AD A N D STO�._.. .._� ,,��' <n, 3 Ei3� .. ... , S, F .,gym m` I a� : I H� tasc G —.. „. .� r I.... ... IE=42.21 12" W 2" ��.. A. STD IAIL 1 P �P .;. Zi4 ', .-� T n .: w� .+.. ( Irff ♦ ' " .;:/ ` d f� .- #'�'1' i x�.{t :�� i _ i i.a»•a 7 Ri ..•" 11 $__ _r .-_.,a.' •xmmd. C^�,,.a,:..w.�m.^:m+.way.+wz�.......-..... ^.....-...... ww.mn..-avaevn m,ww..ws.•.wrr....i.....++.�..+.n+,...�m•:uvr�_.� _...., ...�.. �.^�,"i•Y^m mm— wma __. -. _.. _.......... ....__. .. {v.- ... .- ^ ..... -_—_......_.. .? m .msdF:. a•.�s.xsKW �ars9."".t—'.,k Lm'� �,,m m,:.m nsx a.xmw$;'. r,�,. r 4 ( �. �.,...m+.+..w..w .... as �' .... T.�mmm ••.•"...^..--"' +� ewe .. m m a. «.•e� m �.. �wwwe�w.Yn. a ..MA M s a ' E �••� n'—": ':.....'—_'-^_-._T __^v--�.-..... __• .. � ... » w c- ' � l,7` w ,s ,w f �' � — i STREET �+ = �_ _ 4` .�� �� ' J I I;E _ '� x CB r ; II _ � ... .. -�:_ ... ......,,.�........ ^_.._..........._.-. .... ry RIM 48. w . -- = -- — MATCH EX.,.. '.��..m<� IE 44.74 12 W, E) + _ — rtAL NON-xRR<tt�NTIAL CIE=44.74 2 W, ;�- a II M=46.37 f---=-------=— ______ _____ t r�'::,'- EX. CB -- kC fax' t[=43.17 (12" E) E3f: CH — �_r_ - �I. CB ${, �` MA Elf: -�, m �� - RIM=48.64 ' / 3• ......1....... I _ ......... -- --- - ---- — / {E=41.44 24" N S ... Rl�rl 46 3Z-_w_ _-_ __..____ _ H� �.___ _ _ _ -RIM --- ------_._-__ - __ _ �� " '�� "J,� , ( ^_ _ ___ _. �. - _x .�R�7...gmw _ � § �. a I --- — ------ yam tf r < I Ifg r -__ __ - _ r. _. ................... b ro, —'�-- ., ...� 12" STORM DRAIN �- _ 8 SAN. SEWER IE=42.20 8 SAN. SEWER IE=41. 12 WA IE=43.33 12 WATER IE=46.5 = MIN.=1.0' MIN.=1.0' MIN.=1.0' PIRE_ 0 VMl11 ARCH iTECfiUFRF 513 NW ,13TH ,AVENUE 300 PORTLAND OREGON 97209 TEL 503 827 0505 FAX 503 827 050Q,,. p atlea f,: F RPS INC. AUBURN DISTRIBUTION ,, FACILITY AUBURN, WA9MINGTON PROJECT NO.: 99 09,3 FILE: DRAWN: DATE.- 99 09 01 REVISION: DESCMPTION: A 11/1/99 REVISED PER CITY REVIEW :L 11/29/99 REVISED PER CITY REVIEW 3Q 01/03/00 REVISED PER CITY REVIEW Designed _ NJM Scale: Drawn MFB Horizontal Checked NJM 1 "=40' Approved DKB Vertical Date 8/25/99 N/A 01 N Ln I �OHq 42 0 p U x �sG co `T/NG • L ENG%XAe� II 18215 72ND AVENUE SOUTH KENT, WA 32 - a (425)251-6222 (425)251-8782MA ' CONTACT: ALI SADR CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORINIODEOi WITHOUT THE SPECFC A€R ISSION OF WPH ARCHITECTURE PC. THIS DRAWING IS ON OR x POSSESSION THEREOF CONFERS OR TRANSFERS AlY MATTER 0 ^°�-" 4,` OF THIS DRAWING OR ANY TECHNICAL INFORMATION Rm AHOY E THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN TON OF WPK PC. N E G? • a o JOB NUMBER: 7249 I `* N SHEET TITLE: GRADING AND STORM DRAINAGE PLAN w Z Z w N t� Y ,Ln Un SHEET NO.: C2 OF 6 E � SSMH 309-04 RIM=48.76 SSMH 309- IE=38.36 RIM=47.68 if? , 1H I � j 1 a: I Ik t 3 iI t I a; I .3; IEE ' :1 ' I 1 , SSMH 309-06 RIM=49.91 IE=38.78 18" E, W) IE=39.71 8 N IE=39.86 8" S 1I i � I i ; Ell t I I° k E� !6 I IF3 r 1 �� II � k•t ,+ REMOVE EXISTING BLOWOFF ASSEMBLY AND CONC.`" I I ' BLOCKING AND CONNECT TO EX. 12" D.I. W. Emil t.: I CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING WATERMAIN AND CONTACT ENGINEER IF ANY DISCREPANCY EXISTS. I 1— 7� SANITARY-, SEWER AND WATERMAIN EXTENSION PLAN f 1 FUTURE Bt EXPANSION �J^ INSTALL: 1-12"x12"x12" TAPPING TEE (MJxMJxFL 14. 05 LF- 12" Da. W 1-12" GATE VALVE (FLxMJ) + ;� 4 LF 12" D.I. W CONC. BLOCKING I + SAW CUT AND REPLACE EXISTING ROAD PER CITY OF AUBURN STDS. ALL STREET U7111I k .II tM PATCHES SHALL SE A MINIMUM OF 6' WIDEI`+ Af E+ Ili i1 SYSTEM EXPANSION RIM=48.95 IE=43.90 �V) o= 0 0 x_ Z a rrsxW I.)a!;3 a;' .. TRENCH DRAIN (BY OTHERS) 4" INTERIOR DRAIN LINE (BY OTHERS) DRAIN 1 OTHERS) ems'' Z. STALL: `. 11 - E 1-2 . x6_ TEE- MJAQxFL) �� 1 II 1 ". GATE... VALVE... LxM g LF. 6"- D.I , EXTENSION , 1- `FIRE HYDRANT'-ASS'Y: if (f'EF C.O.A. STD. DETAIL WAFH-1) -' CON. BLOCKING !` E F E I , ' 1-6" GATE VALVE (FLxMJ) 14 LF 6" D.I.IE EX ENSIONNOT' 1-FIRE HYDRANT ASSEMBLY 1. ALL WATERLINES SHALL HAVE PER C.O.A. STD. DETAIL WAFH-1 ) A MINIMUM OF 42" OF COVER. X CONIC. BLOCKING 2. ALL SAW CUT PATCHES SHALL BE A MIN. OF 6 WIDE. ADJACENT SAW -CUTS SHALL :a BE COMBINED INTO ONE LARGER PATCH. E E k 3. CONTRACTOR TO COORDINATE WITH _ r h G1TY OF AUBURN WATER DEFT. FOR YR e TESTING AND PURIFICATION PROCEDURE J PRIOR`TO CONNECTION` TO PUBLIC MAIN. n e EI M n .. It RES A 1 _ �J ARCH TE_ TUBE 513 NW 13TH AVENUE 300 PORTLAND OREGON , 97+ § TEL 503 827 0505 FAX 503 827 0506 �I�IIIF�II� An FDA' Company RPS INC. AUBURN DISTRIBUTION FACILITY AUBURN, WASHINGTON PROJECT NO.: 99 093 FILE: DRAWN: DATE: 99 09 01. i REVISION: DESCRIPTION- Q 11/1/99 REVISED PER CITY REVIEW A 11/29/99 REVISED PER CITY REVIEW Q3 01/03/00 REVISED PER CITY REVIEW Designed NJM Scale: Drawn MFB - Horizontal NJM 1"=40' Checked Approved _ DKB Vertical 8/25/99 N/A Date I rn T"i IV 0 <r'�G ENG`� O Z ' 0 t 18215 72ND AVENUE -SOUTH KENT, WA 98032 (425)251-6222 �n (425)251-8782 FAX N r� CONTACT: ALI SADR CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES o REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIDDEN WITHOUT THE SPECIFIC WRITTEN PEEN OF WPH ARCHITECTURE IS DRAWING I$ ONLY CONDITIONALLY ISSUED. ANO NEfT1IER RECEIPT DR POSSESSION THEREOF CON Ok TRANSFERS ANY RIGHT TO, OR LICENSE TO, U S6i9I MATTER OF THIS DRAWING OR ANY TECHNICAL INFORMATION SHOWN THEREON. NOR ANY Rtdfi REPRODUCE d THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN AUYHOR12ATION OF WPH ARCIRIECTURE PC. JOB NUMBER: 7249 sV) I SHEET TITLE: z` SANITARY SEWER W AND WATERMAIN W uj EXTENSION PLAN IN i O V) o V) SHEET NO.: U- . 0011, PROPOSED , F04CE (F"M, To Mm. Pum;Ii SECTIONS SCALE: 1 `20' HORIZONTAL 1 "=4' VERTICAL ........................ .................... ................ ......... ..... T__PROPOSEf)- .............. ................. ............... FENCE - ....... * ......... : ......... ........ (RErER TO: ARCH*, :PLANS) ...... ...... Lj 52.0 ....................... PROPOSED: .... ........ :PROPOSE . T .... .... ­52. 0 ......... ......... CONC' CORE La ......... 48.15....... .................. 4 8. 0 ......... .............. ... ...... ........ ..... .. ........ Z�: .................... B. 0 ... SLOPE VARIES, C. I nor "'M MAX. ....... PROPOSED. CONCRETE ... MATCH ''EX ,' OWE 6: PROP. LINE ........ DRIVE ...... .... APP ROXI KATE EX.' -GR6UND SURFACE 4 -4. 0 _"PR "Firr' M.,`, ....... .......... ............ ........ .44.0 ............. ...... ......... .................. f'k.,I6SECTION VIEW ...... *..........,..,...,..,. ......... ......... : � 3:, : L/; . I NEW 88MH -30W-W, - TYPE. HW. Record Drawing Certification � i, �@ .0 ..... ..... ...... Q SD ........................ : ... . ... ............ 40.0 --- . ­ ..... I . . . .11 ...... ...... .......... .............. ..................... ­ .................. ...... ., .:__ .... ........... 47 q U. U ......... .... .... ........ ......... ............... "'a' 7 C} 42.01 .. ..... .... .... . ........ ..... ......... ........ 00 ... S 41.8t ...... ...... These drawings conform to the Contractor's construction records. . . ............ NEW,SSMH pqM- rfm Fw ......... 01_0� rfm. GO u-). NEW SSMH 309-W. ...... ........ SANIT Aff Y SEWER: MAIN B Date 'y 4 36.0: ..... IIE * (8'! E) ....................... ...... �apQ� RIM, ............. ....... . IE=.4.04-64­(8" NE) 41- -04 .... ....... W 11 41: ................. ......... ........ ....... ............... EXTENSION PROFILE ....... ... ...... ..................................................................... ...... 36.0 ritlelPosition IE=39A.8- (8" NW) 39.84 CL!ij IE=.4 �. (8" SW) 0/ Confirmed by C/ty: Date SCALE: 1"=40' HORIZONTAL 1 "=4' VERTICAL SCALE: I"=20' HORIZONTAL 1 "--4' VERTICAL SCALE. I`10' HORIZONTAL i I , =4' VERTICAL ARCH ITE C TU,,Rc E 513 NW 13TH AVENUE 300 PORTLAND OREGON 912U TEL 503 827 0 505 FAX503 827 0506 �al�llli�ll� An TD.Y Company RPS INC. AUBURN DISTRIBUTION FACILITY AUBURN, WAS HINGTON PROJECT NO.: 99 093 FILE: DRAWN DATE: 99 09 01 REVISION: DESCRIPTION., A 11 / 1,fol REVISED P&R CITY REVIEW A 11/29/99 REVISED PER CITY REVIEW A 01/03/00 REVISED PER CITY REVIEW Designed NJM Scale: Drawn MF8 Horizontal NJM AS SHOWN Checked Approved DKB Vertical 8/25/99 AS SHOWN Date n 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 —6222 (425)251 —8782 FAX CONTACT: ALI SADR CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES C:) REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIDDEN WITHOUT THE: SPECIFIC WRITTEN PERMISSION OF WPH ARCHITECTURE PC. THIS DRAWING IS ONLY CONDITIONALLY ISSUED, AND NEITHER RECEIPT OR POSSESSION THEREOF CONFERS OR TRANSFERS ANY RIGHT TO, OR LICENSE TO, USE THE SUBJECT MATTER OF THIS DRAWING OR ANY TECHNICAL INFORMATION SHOWN THEREON, NOR ANY RIGHT To REPRODUCE THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN TTEN AUTHORIZATION OF WEB ARCHITECTURE PC. E JOB NUMI". 72-49 8"1 05 SECTIONS PROUECT REF- FAC 0028-990 o Y'. Li Hof S These plans are approved for conformance with the City of Auburn s Engineering Division requirements. 7 25672,% Approved By. 0.�� =SJ4 1 .. - n 'K S I 1N. C) SMET IV.: C4 OF Date Approved: oa IONA L F EXPIRES 1111:51111110 to /16W. CITY OF AUBURN STANDARD CONSTRUCTION NOTES WATER MAIN CONSTRUCTION NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ' SPECi A-21.51 OF LAB REVISION'S AND SHALL BE THICKNESS CLASS 52. PIPE SHALL � CE'.I`�1€Nl -LINED, IN ACCORDANCE WITH ANSI SPEC -21.4 OF LATEST RN, StON. 2. ALL PUBLIC 4 r. MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES. 3. ALL VALVES FOR WATER SILL BE RESILIENT WEIR GATE VALVES FOR 12 INCH AND SMALLER. BUTTERFLY VALVES SQL 8E USED *C4 OYVt 12 INCHES. 4. E�PTWHERE OTHERWISE REOUIRED OR SHOWN, ON THE DRABS, SHALL BE EI IiER A#.- 90 TY PE, OR P H- ON R W GASKET TYPE, CONFORMING TO AMERtCA+I NATIONAL STANDARD A-21.11. 5. PIPE FITTINGS 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 ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDRIDStAIX [EST 014 TIME NEW PIPE LINE SHALL 8E MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTWO 1ATER MAIMS AND THE LATEST PROVISIONS OF AWWA CCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL H EQUIPMENT NEC TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE WPERVISM OF THE ENGMEM PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTE MES INSTALLED UNM THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAM AT A M UM TEST PRESSURE U OF 200 PSI. 7. DSWCTIM OF THE NEW WATER SYSTEM SHALL BE KOM PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHAH. 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 SERVICE, LINES, AND METERS" SI LL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS,SkSM 1, 2, 3, AND 5. SERVICES SHALL BE A MINIMUM INCH. THE CITY OF AUBURN WILL INSTALL THE METERS. 10. RESTRAINI SHALL BE USED AT ALL BENDS. FOR TEES, 90 DEGREE BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WABL-1. 11. ALL. WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT- AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE "STANDARD DETAILS WAAR-1 AND WABO-1. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND 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 PORT SHALL FACE STREET OR ,FIRE ACCESS: 13. ALL VALVES BOXES IN PUBLIC RIGHTS - WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE �R FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STA D DETAIL NO. STFG-1. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNOEIV10M F "WLER SUM APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SP�LER CONTRACTOR. 16. STREET OR PALING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY OF AUBURN. NOTES AND DETAILS CITY OF AUBURN STANDARD CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURED TREATED 2 X 4, 4 FEET LONG BURIED IN THE GROUND A DISTANCE OF 3, FEET. THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1 FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ONTHE 2X4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEW€I ,I N WITH NEW TEES. wwwaOR SHALL BE RESPONSIBLE FOR TRENCH AND PlI ENT EXCAVATION, PIPE INSTALLATION, AND PAVEMENT RESTORATION. CITY OF AUBURN STANDARD CONSTRUCTION NOTES STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE" - DRAiNS TO "EITHER" STREAMS, "WETLANDS;' OR "GROUNDWATER" AS APPLICABLE. 1 "R 1 /2" R 1/2�"R, d PAVEMENT d d d A TOP OF CURB AT APPROACH 6 v 7 3/4- CAST-IN-PLACE VERTICAL CURB NOT TO SCALE 1" COMPACTED CLASS 'B' A.C. 1" COMPACTED DEPTH - CLASS 'B' A.C. PAVEMENT 1-1/2" ASPHALT TREATED BASE 0 0 000 °° °°0 0go o0Q o000 0 00 00 0 �o 12" SUBGRADE COMPACTED TO 95% PAVEMENT TYPE II' NOT TO SCALE PAVEMENT TYPE I WPM ARCH TECTUR.E 513 NW 13TH AVENUE 300 PORTLAND OREGON.,, a7209 TEL 503 827 0505 FAX 503 827 0506 � I� FIBRE JOINT PACKING--� `-' SUBGRADE CLEANOUT f�l NOTE:THIS n V L TO BE FOLLOWED I FOR ALL CLEANOUTS Aid; FOA Company LOCATED IN FLEXIBLE PAVEMENT AND UNPAVED AREAS. CLEANOUT BLOCKING DETAIL pPS INC.' NOT TO SCALE SEAL COAT FOR DOLLY LADING AREAS 2" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 3" ASPHALT TREATED BASE tJ °C, °oo°©° ® ° � non ooOQ o °� 12* SUBGRADE CONFACTED TO 957 PAVEMENT TYPE I WITH SEAL COAT NOT TO SCALE NOT TO SCALE row 1-1/2' ASPHALT ASPHALT 7'-0" 7'-0" TREATED LASE EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE A A i N 00 I - .t AMERICAN STD. PIPE THREADS W/GALV. CAP I I I I N B -� OIL RETAINER BAFFLE GRIT/SLUDGE RETAINER WEIR FLOW DIFFUSER BAFFLE BASE PLAN OIL/WATER SEPARATOR CHAMBER - OIL RETAINER BAFFLE PLATE ACCESS DOOR INSPECTION TEE OUTLET TO R /7/7/ DIAMOND PLATE COVER (2) PLATE INSPECTION COVERS COVER PLAN NMOND PLATER INSPECTION COVERS OW DIFFUSER 'IT/SLUDGE RETAINER WEIR INLET 3/16" GALV STEEL PLATE-7- BAFFLES AND WIER 4'-8" J 7.0' r SECTION A -A SECTION 8- OIL/WATER SEPARATOR (UTILITY VAT" CO. MODEL NO. 577-SA, 750 GAL. OR APPROVED EQUAL) VDARD D.O.T. SIGNS IN "SCOTCHLITE" ALUMINUM TO BE MOUNTED ON POST IBLE BANDED W/S.S. STRAP & "BAND - BRACKET (I SOLTFLARED). SIGN FACE LL NOT EXTEND BEYOND CURB. SIGN SPECIFICATIONS: 1. "HANDICAP" PER W.S.D.O.T. R7-801 RESERVED PARKING R7-801 12%18" w/4"x 12" sra rr MUM )UNDATION VAN ACCESSIBLEJ WHERE THE SITE PLAN SHOWS 'VAN", THE BARRIER FREE PARKING SIGN SHALL BE A 4%12" 'VAN ACCESSIBLE" SIGN. - DISABLED PARKING SIGN POST AND SIGN 0.5' 6' 1 FLUSH (NOT TO 2% EXCEED 1/2" LIP) %7111. ~- 6 �- oD 3ECTit`7N A -A 6 1 B vi\y/\y \j 5 n. -3/8 MIN. RAMP TEXTURE RAMP TEXTURE 12 2 RAMP TEXTURE 3/8" EXPANSION CURB RAMP DETAIL NOT TO SCALE va D oa a ° D � a a o> D v ° D O D a ° a c o p p p e , a RAMP SHALL 13E TEXTURED BY IMPRINT OF METAL GRID WITH 1/2" SPACING " EXPANSION JOINTS ' 1' NOT TO SCALE Record Drawing Certification D� PROJECT REF. FAC �4q-99/� Y(, �F S These ,Mons are approved for conformance with the City of These drawings conform to the Contractor's construction records. Auburn s Engineering avisr requirements. o By Date TifielPosition Approved 25672 Confirmed by City.• Date Date Approved.• NA L EXPIRES I:����1*��1►1 DISTRIBUTION FACILITY, AUBURN, WASHINGTON PROJECT NO.: 99 093 FILE: DRAWN: r DATE: 99 09 01 REVISION: DESCRIPTION: Q 11 / 1 /99 REVISED PER CITY REVIEW © 11 /29/99 REVISED PER CITY REVIEW A 01 /03/00 REVISEI`i IER CITY REVIEW Designed NJM Scale: Drawn MFB Horizontal Checked NJM AS SHOWN AWo'ved DKB Vertical 8/25/99 AS SHOWN Date CO.- iv I Fr N n w , z 18215 72N© AVE u KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: ALI SADR N . CIVIL ENGINEERING, LAND PLAKWOrloi SU - W EN+�RONME TA& SES 00 REPRODUCTION OF THIS DRAWING IS _ pESKKd OF MPH ARCHITECTURE PC. THIS Mo Mp' LY4SIRECEfPT OR 0 C'V POSSESSION THEREOF CONFERS OR T FERS ANY R*HT t , dIR THE SUBWECT OF THIS DRAWING OR ANY TECHNICK��pp��FFORhM4TK1N Sh+4Mr1 0 TO REPRD THIS DRAWING OR PART THEREOF, Wi'f1 NJT -7#ii Y I`i F'AtfTHORfY .:AKHITECTURE PC. .. JOB NUMBER: 72ACk 0 I SHEET c� z NOTES AND DETAILSUj w z ' z w A r.. 0 o_ Y 0 SHEET No.: C5,OF 6 ci 1z 00 D "V NOTES AND DETAILS EL53. BUMPER 20"xl1"x -7r-ca 00,—r0 4,_fln 17�—f1N 0 ni L.48,9 CROWN POINT EL.49.51 2 3/4 % SLOPE 1 1/2% L.49,39 48,68 5 8% SLOPE e 5'8% SLOPE 16" SLOPE 1 1/2% SLOPE EL.49.0 TRENCH DRAIN, 1 1 /2 % SLOPE SEE CIVIL .. SLOPE AT UNLOAD NOT TO SCALE REFER • ► a •PES I" CHAMFER a :r TOPSOIL L'SLLJ a •,. a LJ ■g1P'�+,*�i it a � 9 w',�re"�� �+��*�i .t yt���•� e,�krr�A►�+/W�!��w �1,���"I«�•w*iiG+�!/�°1►�li���,'/__ � r � i • EL,48,25 �}.ram + • ' 9 �r}w^®. � 4��:+^+ WAFT Util 48.10 NOTE: SIZE TRENCHFOR ADEQUATE FLOW .1'. A o Q cS, FIXED ARM WITH 3 STRANDS BARBED WIRE TOP RAIL W Ln Ix = NOTE: O INTERIOR_ USE 3" POST AT ALL CORNERS, a o OF SITE END POSTS AND GATEWAYS. USE POSTS ALL OTHER ; IONS P) CO o Z POSTS O 10'-0" D.C. MAX. a BOTTOM RAIL OR TENSION WIRE CONCRETE FINISH GRADE f iI I° I I 1-I —i SEE NOTE BELOW FOR - FOOTING SIZES TYP. FOR FENCE AND GATES. FOOTING. SIZES: A. LINE POSTS - 12" DIA. x 36" OP. B. CORNER AND TERMINAL POSTS - 12" DIA. x 42" DP. C. GATE POSTS - 24" DIA. x 48" DP. CONCRETE C + GUTTER TRENCH DRAIN TYPICAL FENCE DETAIL NOT TO SCALE 99093d029 NOT TO SCALE 99093c1008 NOT TO SCALE 99093d004 ASPHALT CONCRETE ff ASPHALT PAVEMENT PAVEMENT PAVEMENT DASHED LINE INDICATES TOP OF ASPHALT BEFORE COMPACTION (INSTALL ADDITIONAL 3/4" X 3" WIDE ALONG PERIMETER) TACK( COAT VERTICAL N SURFACES DRAINAG a (TYPICAL) .. .. .. !•R �►•i ! o#1�+��li !s'! �.�lf �►l�•��lXi$! �1�1 �1!' ��! w! �ll�a® i��t►��=a*'�-e'J�+�w�1••i #+1♦/A4/�i �w1►���./�i � ®s�� � z WELDEDREFER Fl/A902 WIRE FABRI CENTERED ASPHALT AT CONC. SECTION NOT TO SCALE 99093d028 96'-0' 3/4" HOLES FOR 1 /2" DIA. X 24" LG. ANCHOR RODS a In 2 #4 X 5'-8" LG. A. O 10 1/2' 7'-0' I INCHOR RODS LUNG A—� 4" Cu OD B. TRACTOR PC. CONC. PARKING BUMPER NOT TO SCALE 99093DO30 Record Drawing Certification PROJECT REF- FAC 8-99 I�y✓ N \ �C. � 4E A S These plans are approved for conformance with the City of �P These drawings conform to the Cwti-actor's constnictft mcords. Auburns Engineering Division requirements o By Date Title/Position A PP rot 25TT72 �p ' F l S T E Confirmed by Clty. Date Date vea! ss'�aNA L ENG� ' EXPIRES WPM ARCS TECTUrRcE 513 NW 13TH AVENUt 3bO PORTLAND OREGON 97209 TEL 503 827 0505 FAX 503 827 0506 An FPT Company RPS INC. AUBURIN DISTRIB UTION. FAC LITY AUBURN, WA � K TCIN PROJECT NO.: 99 093 FILE: DRAWN: DATE: 99 09 01 REWSION: DE50RIPTION: A 11 / 1 /99 REVISED PER CITY REVIEW A 11 /29/99 REVISED PER CITY REVIEW A 01 /03/00 REVISED PER CITY REVIEW Designed NUM Scaler Drawn MFB Horizontal Checked AS SHOWN Approved DKB Vertical Date 8/25/99 AS SHOWN M n �y 2 �- X <l/AfG o ENGt� z 18215 72NO AVENUE SOUTH KENT, WA 98032 (425)251-6222 `n (425)251-8782 FAX CONTACT: AU SADR r CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORDIODEN WRilAq TK 9 -IIECI C%-. OF WPH ARCHITECTURE PC. THIS DRAWNG IS ONLY C R£CETP1. OR POSSESSION THEREOF CONFERS OR TRANSFERS AY Rt,Y1T FO, L • III SU93ECT MATTER OF THIS DRAWING OR ANY TECHNICAL INFORMATION SHOWN THEREOI, A•Y' E THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN AUTHORIZAT" OF WPM ARCWTCTURE PC. ... E .. CU ii 0 7249 cD ? d� N' SHEET TITLE: 0 NOTES AND DETAILS LLJ LLJ c� z w / 07 fJ r\ / 0 r cri SHEET Na.: C6OF6 / a� OD b rs-18 f „, SEE LANDSCAPE BERM .w Is PLANTING DETAIL TO RIGHT. :, . SOD LAWN AT "C" STREET FRONTAGE I� WC" /ram (ACC 18.50.060.E)UT r �3 NADBOVE FINISH PE �GRADTOPEOFSTREET RM TO BE .� o [ LANDSCAPE ABOVE BERM;—CLASSIFICATION — O GRADEP OF M STREET �-20 TYPE III LANDSCAPE FRONTAGE TYPICAL LIGH' "' REQUIRED— 2 PROVIDED. ¢+� 2 TREES REQUIRED FOR PLANTER AREAS AT SOUTH END OF LOT. 4 .: ..��'• .E f F: 4 B' f d^'K, ' - 1 B t LAWW10' TYPE IV LANDSCAPE WITH SOD SEED 4 LAWN ON G REMAINING N LAWN AREA : , a . f ' �.' •'! " 10' TYPE III BUILDING FACE LANDSCAPE IE _ ..._.�........y.._�-• ;__........._ _.__........__•9IPI6a----- ACC--- I 10' TYPE III L/S WITH FUTURE INCLUDING SOD LAWN. BALANCE WITH SEED 4[ : BUILDING EXPANSION LAWN ON REMAINING LAWN AREA. g W (ACC 18.50.060.E) Z 10' TYPE III LANDSCAPE FRONTAGE (ACC 18.50.050.F.1) , W Z �' IE R W� • �' R Ci i- E a' . 4 a # B 1 aI: d { 'A - �' k :A 3R :I¢ ..a ' � , a. a 4 • w 0 R R rn ±� g I t I •x A' ei ofa' •, j i- 4 A .0 i i. P. M 4' A' S a 4e .�!4 w +. N U (E E A b i a a ° B �a • 1 A .. a a • i+ i A a . e A a a. d P °dt 4 d• Fi , R s j I i• . . e . e' e 'E 'i• 4 A a� 0. � 4 , e •a •l •d , o'• a' k> L R B I i e t w • a B' d R. o- 4- as S` r R R 7- 7 M ,x .' ,• � Ax ,� • A4 •. .Ah ° .a .. .N •A", ° Aa • d _ ., •I E i B • `' CONTRACTtSR .SFiALI; PR�lIt7E FINAL GRADI 3 TO SIDEWALK 'Atfb 1NSTALt SOLD .LAWNd �' . • ' SIDE DOOR LANDSCAPE INCLUDED IN FRONT PLANTER ,,' dA DUE TO RESTRICTED AREA FOR PLANTER ON BUILDING SIDE. r%A ' . .18.50 4 •,af ..` 10°' TYPE: IH BUILDING'�'FACF.d LANDSCAPE, ` 4 " . W 'FUTURE4 iUWNP FAEa (AGCA.18:8C 050.4SY� V V A: • A x •. A,a R AA• . d .4k! dpRPS BUILDING e, a e ' B ' ...:.. f......w........: I^ ' A FF = 53.0 �� dk 4k � A � BUILDING AREA=110,700 S.F. ,kND �PIT raRi 'i �' BUILDING HEIGHT 24' CLEAR TE w m F 10' TYPE I LANDSCAPE a ST u •' All "'"� INCLUDINGVSOD LAWN.BALANCE WITH ED e .I\\\ ASHINGTON LAWN ON REMAINING LAWN AREA '' 1410 REGISTERED <'' ! LANDSCAPE -ARCHITECT Sim, a* fie, is ` ,•(► a ° .,go- �_ }' BRUCE McCRORY s < 4 . ° ¢•'' �- d q,'' j CERTIFICATE NO. 504 m s (VALID ONLY WITH SIGNATURE) a 4- ' •Q a I.Ae i • a: 'pb 6 6 q� l d xa •f A :A. A k d a R:♦ - A { a 4 @ f k d _ ''''111 d•. k i a . .A 1 • } d .4 } ie +. r. " a. d r SUD � �+ R. w WVL✓' I 4 s R i t SOD LAWN SOD L/ SOD LAWN SW LA" .. .i • .. +;..> + + _.. INk Eu 3 I......................_.. NOTES: NOTE: SHRUB SPACING REQUIREMENTS 1. CITY REQUIREMENTS FOR SHRUB SPACING IN FRONTAGES AND BUILDING FACADE EXISTING SITE TOPSOIL SHALL BE USED FOR LANDSCAPING. PROVIDE SOIL AMENDMENTS BASED ON SOIL ANALYSIS RESULTS. SHALL BE A MAXIMUM OF 4' IN ALL DIRECTIONS. PLANT LIST QUANTITIES REFER TO SHEET L2, LANDSCAPE NOTES AND DETAILS. ARE REFERENCE ONLY; SPACING IN FIELD SHALL PREVAIL. * SITE TRASH ENCLOSURES SHALL BE SCREENED FROM VIEW BY ARCHITECTURAL ELEMENT (FENCE) OR BY USE OF PLANT MATERIAL. 2. CITY REQUIREMENTS FOR SHRUB SPACING WITHIN INTERNAL PARKING SHALL PLANT MATERIAL SHALL CONSIST OF EMERALD GREEN ARBORVITAE (THUJA OCCIDENTALIS 'EMERALD GREEN') PLANTED 2' O.C. AND BE A MAXIMUM OF 3' IN ALL DIRECTIONS. PLANT LIST QUANTITIES ARE BE A MINIMUM HEIGHT OF 6'-7' AT TIME OF PLANTING. REFERENCE ONLY; SPACING IN FIELD SHALL PREVAIL. i UN04 IIIIIIIIII[in 19 M1111'0 M n PARKING LOT GRADE PLANT LIST SYMBOL NAME R B n R R O R B PARKING LOT PLANTER TYP. SCALE: 1 "= 10'-00" PARKING LANDSCAPE CALCULATIONS PARKING LANDSCAPE: REQUIRED BASED ON CONFIGURATION — 26 PLANTERS): 2600 SF PROVIDED 26 PLANTERS BASED ON ZONING): 3609.5 SF MAKE—UP AREA (AS NOTED): 0 SF NOTE: CITY PLANNING HAS GIVEN ADMINISTRATIVE APPROVAL OF PARKING LANDSCAPE AREA RELOCATION AS OF 11 /23/99. LANDSCAPE BERM PLANTING DETAIL SCALE: 1/8"= V-0" TREES: QUERCUS RUBRA/ RED OAK CARPINUS BETULUS 'FASTIGIATA'/ EUROPEAN HORNBEAM PSEUDOTSUGA MENZIESII/ DOUGLAS FIR THUJA PLICATA/ WESTERN CEDAR SHRUBS: EUONYMUS ALATA 'COMPACTA'/ DWARF BURNING BUSH ABELIA VAR, 'EDWARD GOUCHER'/ PINK ABELIA PRUNUS LUSITANICA/ PORTUGAL LAUREL PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ OTTO LUYKEN LAUREL BUXUS SEMPERVIRENS 'SUFFRUTICOSA'/ TRUE DWARF BOXWOOD SIZE CONDITION SPACING QUANTITY REMARKS 1.5" CAL. B & B 1.5" CAL. B & B B&B EIGHT 66' HEIGHT 18" — 24" CONTAINER 18" — 24" CONTAINER 18" — 24" B&B/CONT. 18" — 24" B&B ONLY 18" — 24" B&B ONLY AS SHOWN AS SHOWN AS SHOWN AS SHOWN 4' O.C. 4' O.C. 4' O.C. 3' O.C. 3' O.C. 47 65 34 23 12 53 350 206 30 RANT ('YP•) ARCR TECTU E MINIMUM -- 513 NW 13TH AVENUE 300 PORTLAND OREGON 97209 TEL 503 827 0505 FAX 503 827 0506 ' MINIMUM empany RIES MIN. STREET GRADE STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6—FOOT STANDARD STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6—FOOT STANDARD STAKE AND GUY ONE GROWING SEASON STAKE AND GUY ONE GROWING SEASON HOLD 3' FROM BORDERS HOLD 3' FROM BORDERS HOLD 3' FROM BORDERS HOLD 3' FROM BORDERS GROUND COVER: [ IE u ARCTOSTAPHYLOS UVA URSI/ 1 GALLON 30:> AVG. COVER HOLD 2'FROM BORDERS AND OTHER SPECIES R KINNIKINNICK 4 POT 24 AVG. COVER NO GRASS OVERSEED. BARK MULCH ONLY. VINCA MINOR/ ROOTED 12" COVER HOLD 12" TO 15" FROM BORDERS AND 18" FROM ^� DWARF PERIWINKLE CUTTINGS OTHER SHRUBS AND.TREES. :3 0 3 SOD LAWN: LOCAL COMMERCIAL BLEND COVER SEED AT 6 lb. 1000 SF; CELLULOSE MULCH AT / HYDROSEED LAWN: MIX TO MATCH SOD V COER 40 Ib. 1000 SF; LOCATION PER PLAN / ROUGHGRASS— KING COUNTY COVER "UPLANDS" MIX LAWN/PLANTER EDGE— CUT TRANSITION Record Drawing Certification P4WECT REF" FAC // 0028-99 This plan sheet conforms with the City of Auburn's Planning These drawings conform to the Contractor's construction records. Department minimum landscape requirements. By Date 0 20 40 gp Title/Position Approved By S.. kl­ Confirmed by City Date Date Approved.• RPS INC. AUBURN— FAC L1,TY AUBURN, WASk-44GT(N PROJECT NO.: 99 03 FILE: DRA1191': DATE: 99 09 01 REVISION: OESCRWTION: 1 1 /3/99 REVISED BASED ON ClTr QF AUBURN REViEYY_.1Q,�9 11 30 99 REVISED SASED 01'1' OF AUBURN REVIEW 11 /99 12 20 99 REVISED RASCID N 0 CITY OF AUBURN REVIEW 1 1 /29/99 1 /3/00 REVISED BASED ON CITY 0P AUBURN REVIEW 12/29/99 Designed KKC Scale: Drawn KKC Horizontal - Checked HBM 1 "=40' Approved Vertical Date 9/17/99 N/A IVG,HA& 0 U 0 tis ? G� TiAG E N G IX4 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES REPRODUCTION OF THIS DIOt&FING IS EXPRESSLY FORBIDDEN WITHOUT ESIS ONLY CO E WITHOL THE SPECIFIC WRITTEN PERMISSION OF SWPHES ARCHITECTURE PO. THIS DRAWING IS ONLY CONDITIONALLY ISSUED, AND NEITHER RECEIPT OR POSSESSION THEREOF CONFERS OR TECHNICAL MA ANY RIGHT TO, OR LICENSE TO, USE THE SUBJECT MATTER OF THIS DRAWING OR ANY THEREOF, FWI INFORMATION SHOWN THEREON, NOR ANY RIGHT TO REPRODUCE THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN AUTHORIZATION OF WPH ARCHITECTURE PC. JOB NUMBER: SHEET TITLE LANDSCAPE - PLANTING PLAN SHEET NO.. Ll of -4 File: P:\SDSKPROJ\7249\ENGINEERING\7249—L1 •DOC Date/Time: 01 /04/2000 09: 43 Scale: 1=40 Kevin Xrefs; Z7249—S,Z7249—LB, Planting Notes and Materials REVISED 1 1 /98 SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE -MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS - PLANT MATERIALS: PLANT MATERIALS SHALL BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CA" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS SHALL BE REJECTED. PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND LATITUDE (CALIFORNIA/OREGON BORDER). C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR IT, ALSO. TESTS SHALL INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUC- TION MAINTENANCE PROGRAM. TESTS SHALL BE PERFORMED BY AN APPROVED SOIL TESTING LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1, AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 1. ORGANIC COMPOST TOPSOIL FOR PLANTING SHALL CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4% ORGANIC CONTENT. PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST BLEND, AND/OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC REQUIREMENTS. COMPOST SHALL BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. 2. FERTILIZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE "AGRO-DELUXE NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. E) TOPSOIL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER A) AND/OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL SHALL BE WORKED INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED,• 9Y BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION.S BARK MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -INCH (1"� M, "MEDIUM," HEMLOCK/FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES: 1-1/2-INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. GROUND CONTACT WOOD: PRESSURE TREATED HEM/FIR TO SIX -TENTHS OF ONE POUND (0.6 LB.) RETENTION (LP-22). 6" SPECIFIED SIZE WITH 24" #4 REBAR PER DETAIL. LAWN: SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. SOD SHALL NOT HAVE MANMADE BINDER. LAWN EDGING: 5-INCH BLACK POLYETHYLENE EDGING AS DISTRIBUTED BY VALLEY VIEW SPECIALTIES COMPANY, UNDER TRADE NAME OF "DANDY DIAMOND" PHONE NUMBER (800) 323-9369; OR EDGER AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISHED GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES SHALL_ BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR SHALL MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL_ ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE: YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. MULU II LAN I J r EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK Spacing Detail SCALE: NONE NOTE: SEE PLANT LIST FOR PLANT SPACING FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN- 1/2" ABOVE GRADE 1" ABOVE GRADE 2" MULCH (COMPACTED) SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. SPACING DETAIL SUPERSEDES NUMBER SHOWN ON PLAN. PREPARED , IONLY PREPARED PLANTING BED I PPLADNTING REMOVE CONTAINER & SCORE IROOTBALL, SPREAD OUT CIRCLING ROOT° BACKFILL TO BE SETTLED USING WATER LESS THAN 1 CAL 1 GAL CONTAINER and LARGER ( PLANTED AFIIER MULCH) ( PLANTED BEFORE MULCH ) Groundcover Planting Detail SCALE: NONE (2) 2x2 D.F. STAKES; TIE AT APPROX. 1 /3 TO 1 /2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 3" MIN. DEPTH OF MULCH (BARK) REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL EXCAVATE TREE PIT AT A MIN. OF 3 TIMES DIA. OF ROOTBALL; SCORE ROOTBALL AND PIT WALL PIT SPOILS BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. Evergreen Tree Planting (6' To 10' High) SCALE: NONE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE aR, o PROTECT TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY NO MECHANICAL COMPACTION PIPEx2 D.F. STAKES, PLUMBATI STREETS) WITH ELASTICCHAIN-LOCK DIA. SCH 40 GALV. OCK TYPE Ea a�Q OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP MULCH IN WELL. MULCH: 1 /2" - 1 " SIZE HOLD BACK FROM TRUNK 8" TO 10" FINISHED GRADE ° PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. PEEL BACK BURLAP; REMOVI�, CONTAINERS & WIRE BASKETS; SCORE ROOTBALL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL / PENETRATION TO SUBBASE (+) 12" Deciduous Tree Detail (B and B, Less Than 3" Dia.) SCALE: NONE 0 FINISHED GRADE AT 4:1 SLOPE MAX); 2% SLOPE TYP. MIN.) CURB PER CIVIL DRAWINGS (WALK SIMILAR) 1" MAX. TURF CONDITION Planter Section SCALE: NONE 2" COMPACTED DEPTH OF MULCH; 3" LOOSE (MINIMUM) TOPSOIL AS SPECIFIED FINISHED GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. (WITH COMPACTED MULCH) 3"-4" MULCH CONDRION SIDEWALK (CURB SIMILAR) AMENDED PLANTING SOIL PER NOTES (TOPSOIL) 2" MULCH (SETTLED), 3" LOOSE FINISHED GRADE LAWN R -_ AAM 1k M • IN 513 NW 13TH AVEN 300 PORTLAND OREGON 97209 TES 503 827 0505 FAX 503 827 0506 � RPS INC. AUBURN D STRIBUTIGN _ II_I -III-I � I -I � �-I � I- =I • !�-1 I I I 1- -I FAC L T EDGING PER PLAN Planting Bed Adjacent to Lawn SCALE: NONE OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL AGRICULTURAL SOIL DEPTH - OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL BERM HEIGHT 6" TYP, MIN. OR AS NOTED TOPSOIL SETTLED (COMPACTED CONDITION) 1-1/2" DRAIN AT LOW POINTS & 10' MAX. , SPACING CURB SOIL LINE: 3" IN - MULCH, FLUSH IN TURF SUBGRADE REMOVE EXCESS GRAVEL co I PAVING SECTION AND PAVING % i (DEPTH VARIES) 12" MAX. LIP Grading in Parking Lot Planters (Topsoil Prep.) SCALE: NONE 1 " MAX. TOP OF CURB TO TOP OF MULCH CURB BARK MULCH 2" MINIMUM COMPACTED E Mulch at Curb SCALE: NONE Record Drawing Certification These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by Clty. Date �� STATE OF WASHINGTON REGISTERED LANDSC 7 ARCHITECT t �- '00 H. BRUCE McCRORY CERTIFICATE NO. 504 (VALID ONLY WITH SIGNATURE) PROJECT REF.- FAC J 0028-99 This plan sheet conforms with the City of Auburn's Planning Department minimum landscape requirements. Approved By Date Approved: OI ' 04 ' 00 AUBURN, WASHINGTON PROJECT NO.: 99 093 FILE: DRAWN: DATE: 99 09 01 REVISION: DESCRIPTION: 11 /3/99 REVISED BAD ON Cam' Of AUBURN REVIEW 10/12/99 1 1 /30/99 REVISED BASED ON CITY OF AUBURN REVIEW 1 1 /24/99 12/20/99 REVISED BASED ON CITY OF AUBURN REVIEW 11/29/99 1 /3/00 REVISED BASED ON CITY OF AUBURN REVIEW 12/29/99 Designed KKC Scale: ___ Drawn KKC Horizontal Checked HBM Approved Vertical Date 9/20/99 ats io n � U O 1� 2 Q,co, G<r�NG EN G 18215 72ND AVENUE- 5w'MN. KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES .REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBICDEN WITHOUT ; CIRO WRITTE OF WPH ARCHITECTURE PC. THIS DRAWING IS ONLY CONDITIONALLY R POSSESSION THEREOF CONFERS OR TRMSFERS ANY RIGHT T0, OR OF THIS DRAWING OR ANY TECHNICAL INf'QRtdATION SHOWN TH THIS DRAWING OR PART THEREOF. WITHOUT THE WRITTEN AU JOB NUMBER: 749 SHEET TITLE LANDSCAP - PLANTING AND DETAILS SHEET NO.: L2of4 PERMISSION 1 ile: P:\SUSKNKUJ\/249\LNUINEEHINU\/249—L2.UWU Uate/ lime: 1 L/U 1 / l yyy Uy:,5b Scale: 1 =4U Kevin AreTS: L/z4J—Lb, 047 0 ��'8' PH ------------ ------------ 7�7---,rst ea -- 7 7 7 ------------ .....• -L-MtLe ----- "ttt. to .. .. ......... • .. ....... .. ......... --------------------------------- ltmeLa L ti tH EA wc* amET, N.E. EH fH to fa let" U4 z I 10000\1 IRRIGATION LEGEND/SCHEDULE SYMBOL DESCRIPTION SPRINKLER HEADS: RAINBIRD 1804/1806 POP—UP FOR SPRAY HEADS; ONLY 1,804 IN TURF; RISER (R) AS NOTED ON PLAN; PLASTIC NOZZLES TYPICAL. PROVIDE PCS (PRES. COMPENSATING SCREENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. NOZZLE PSI GPM PRECIP. RADIUS PCs 0 a RAINBIRD 12 F, TQ, TT, H, T, Q SERIES 30 2.6, 1.95, 1.74, 1.3, 0.9, 0.7 1.74 12' PCs 0 0 RAINBIRD 10 F, H, T, Q. —LA SERIES 30 1.6, 0.8, 0.5, 0.4 1.5 10' r> RAINBIRD 15 F, TQ, TT, H, T, Q SERIES 30 3.7, 2.8, 2.5, 1.8, 1.2, 0.9 1.8 IV a RAINBIRD 15 SST, CST, EST 30 1.2, 1.2, 0.6 1.9 SCALED 0101. TORO 3xx-00-01 F, TQ, H, T(3(*), Q 35 2.28, 1.71, 1.14, 0.71, 0.57 0.99 16' (16') 02P TORO 3xx-00-02 F, TQI`- H, T(306)., Q 35 2.88, 2.16, 1.44, 1.08, 0.72 0.73 2 V (21') W10. TORO 3xx-00-03 F, TQ, H, T(306), Q 35 5.43, 4.07, 2.72, 2.04, 1.36 0.77 28' (28') 0700. TORO 3xx-00-07 F, TQ, H, T(306), Q 35 5.7, 4.28, 2.85, 1.82, 1.43 0.42 360 (3661) • RAINBIRD 100/150 PEB ELECTRONIC REMOTE CONTROL VALVE (IN MIN. 10- DIA_ GRADE LEVEL BOX) MINI CLIK 11 RAIN SENSOR BY GLEN—HILTON PRODUCTS O (2) RAINBIRD ESP-24—LX CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER M00. SPECS. WILKINS 850 — BALL VALVE (SIZE TO MATCH PIPE). CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAUIIJ W" BOLT LOCK LID P.O.C. 's RAINBIRD 3/4- QUICK COUPLING VALVE AND 33K NM (QCV); COMBINE WITH OTHER VALVES IN SQ. BOX OR 10" .DIA. BOX WILKINS 550 B — 1 1/2- DOUBLE CHECK VALVE (STATE A"RMD); TEST AND CERTIFICATION BY LICENSED BACKIFLOW TESTER. PLASTIC BALL VALVE (MATCH LINE SIZE) IN 6- CAPPED SLEEVE MAINLINE CLASS 200 PVC (18" COVER); SIZE PER PLAN LATERAL CLASS 200 PVC (12" COVER); SIZE PER PLAN SLEEVE CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN VALVE STATION NUMBER 2 VALVE GPM VALVE SIZE LAWN EDGING, OR EXTENT MOUNT CONTROLLER ON INTERIOR WALL. INPUT: 117VAC +/-10%, 60 Hz. OUTPUT: 26.5 VAC, 1.5 A. LOCATION PER ELECTRICAL PLANS, AS DESIGNATED. MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION OF EXTERIOR WALL AT 8. — 9' HEIGHT. PROVIDE GALV. 1/2' CONDUIT FOR IRRIGATION CONTROL WIRE ACCESS TO CONTROLLER. 24V CONNECTION PER MANUFACTURER'S INSTRUCTIONS. INSTALL 2" DIA. PVC CONDUIT FOR 24V ELECTRICAL WIRING FROM LANDSCAPE TO CONTROLLER. IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE-4 MANIFOLD GROUPED VALVES IN A&A MT SHRUB AREAS WHERE FEASIBLE. PIMEE SIZING SCHEDULE CL200 PVC 1/2- 1 1" 1 1/#* ' 1 1/2' 2" 2 1/2" 35 PSI ROTORS 30 PSI SPRAY 4.5 6 1 8,5 10 13 1 20 24 30 36 40 40 50 55 GPM (MAX.) GPM (MAX.) 50-55 PSI STATIC AT SERVICE TO BUILDING Record Drawing Certification These drawings conform to the Contractor's construction records By Date rftlelPosition Confirmed by Clty Date STATE OF WASHINGTON REGISTERED L E ARCHITECT H. McCRORY CER NO. 50 4 (VALID ONLY WITH SIGNArv, IRE PROJECT REF FAC j 0028-99 07 These plans are approved for conformance with the City of Auburn s Engineering Division *uirements. Approved By . I Date Approved.- WPM ARCH TECTUFF 513 NW 13TH AVENUE 300 PORTLAND OREGON 972D9 TEL 503 827 0505 FAX 503 827 0506, An TDT Company RPS INC. AUBURN DISTRIBUTION ' FACILITY AUBURN, WA TON PROJECT NO.: 99 093 FILE: DRAWN: DATE: 99 09 01 REVISION: DESCRfPTfON: 11/3/99 REVISED BASEV, ON CITY OF AUBURN REYWW, 10/12/99 11 /30/99 RUM" WOW ON Z" OF AUBURN REVIEW 11/24/919 12/20/99 REVISED -.a4sED ON CITY OF AUBURN REVIEW 11/29/99 1/3/00 REVISED BASED ON CITY OF AUBURN REVIEW 12/29/99 Designed __ KKC Scale: Drawn K`KC HIcttcl Checked HBM 1 "=40F Approved Vertical Date 9/17/99 N/A 14 Al 0 0 4r E 18215 72NO AVENUE SOUTH KENT, WA 98032. (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES REPRODUCTION OF THIS DRAWING IS EXPRESSL Y ItLY FORBIDDEN WITHOUT THE SPECIFIC WRITTEN';0PS1,0,N Q ONJOIT N ,;r ARCK(ECT-ORE PC, THIS D CON ISSUM AND EITHIE SSION THEREOF CONFERS OR MNX$FERS 1W RIND TO, OR TO, USE THE SUBJECT MATTER OF THIS DRAWING OR ANY TECHNICAL INFORYAATION SHOWN TKIEREON, NOR ANY RIGHT TO REPRODUCE THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN AUTFEDRIATION_O,F, INPH ARCHMECTURE PC. �994 �111 E04A L3of4 1, File: P:\SDSKPROJ\7249\ENGtNEERING\7249--L3.DWG Date/Time: 10/1999, .1205 Scale: 1=40 Kevin Xrefs: Z7249—S,Z7249—LB, 00 ■ Irrigation NoteS REVISED 1 /98 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK—UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB —OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB —OUT TO BE INSTALLED- APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. { C. VERIFICATION OF STATIC WATER PRESSURE AT POINT —OF —CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SILEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR XX GPM AT XX PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION XX PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT —LOCK LIDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES SHALL BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS —BUILT" DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON RISERS SHALL BE INSTALLED NEXT TO WALKS, STREET, AND/OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS SHALL BE FLUSH MOUNTED, POP—UP MODELS ONLY. IRRIGATION HEADS ON RISERS SHALL BE NOTED ON THE PLANS. 10. RADIUS REDUCTION SHALL BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN —NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING SHALL NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA, 11. ALL CONTROL WIRE SPLICES SHALL BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUAL. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE SHALL BE WHITE. SINGLE STRAND WIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 14, PROVIDE MANUAL SHUT—OFF VALVE TO LINES ENTERING RIGHT—OF—WAY WHEN ZONED IN COMMON WITH PRIVATE LINES. MINIMUM OF 24 INCHES INSIDE PROPERTY LINE IN 6—INCH DIAMETER VALVE BOX. 15. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING SHALL BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 16. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 20 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 17. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDILD-TO BE MADE VIA BUDGET ADJUSTMENT. RE —ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. TURF ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3—DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY TURF WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") SHALL BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING SHALL BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 18. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT SHALL BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE, 19. ALL TURF ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. DOUBLE CARSON GRADE LEVEL VALVE BOXES WILKINS 600 PRES, REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP Ei ON DISCHARGE SIDE OF § METER. LM / I I SCH 80 LQUICK COUPLING PVC UNION VALVE (BLOWOUT) DOUBLE CHECK METER PER VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP PVC PER CITY STDS. THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES POINT OF CONNECT (P.O.C.) DETAIL NOT TO SCALE FINISH GRADE PLASTIC VALVE BOX (10" DIA.) QUICK COUPLING VALVE 1 C.U. FT. 7/8" GRAVEL SUMP SCH 80 PVC ELL (TYP.) SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE NOT TO SCALE THRICH CONDRION o C o o TOPSOIL (F 00 ) 0 0 GRADE) UO° o PAVING SEC PER CIVIL I COMPACTED ° ' 0 AT 90% DE C14 �� � (TOPSOIL B v AT 95% DE oC�p Coo Coo (STRUCTUR) ° O r � 0 o n —PVC LATER/ 6" OFFSET J SLEEVE(S) o� l ,O� ALT. WIRE ' ,n. 0 PVC MAI N LI VALVE WIRY o � Li PIPE BED I TO BE CLE. OF ROCK L THAN 1/2" * SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). * DIMENSIONS ARE MIN. CLEARANCES. * ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE 6"/12" POP 6" CLR. OF AT SHRUBS OBSTRUCTION 4" POP AT TURF d a .. Q SPRINKLER--�—�—{ FLUSH AT LAWN & FLUSH WITH _ MULCH LINE SPRINKLER SCH 80 PVC NIPPLE LATERAL MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE � � 4 i CI MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) _SCH 80 90' ELBOW SCH 80 90' ELBOW SCH 40 PVC TEE SxSxT (SIDE INLET ONLY) EQ EQ DOUBLE GRADE LEVEL BOXES A R C --� �_TE.� TU E SIZE TO PERMIT 12 MIN. CLR. A l l_ I _I 1_ I II FROM WALLS TO TEST COCKS; —� BOLT LOCK LID. 513 NW 13TH AVENUEC — WATER SERVICE �- DOUBLE CHECK VALVE (STATE APPROVED FROM METER ASSEMBLY) RESILIANT SEATED VALVES & PORTLAND OREGON 97209 ° TEST COCKS; INSTALL ASSEMBLY AS TEL 503 827 0505 ° ° ° SHOWN OR THE TEST COCKS IN HORIZONTAL FAX 503 827 0506 0 IN ° POSITION, PER LOCAL REQUIREMENTS. OUT PVC MAINLINE PER PLAN Lj v z z a SCH 80 NIPPLE & FEMALE voc ADAPTER UNION AT EACH SIDE OF VALVE �C ( 70— —7 C SCH 80 PVCSCH 80 NIPPLE (TYP.) r O C O C D O 0 z �O 00c1 P c_00 BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT cW O 000 L— C O O C O C C GRAVEL SUMP-7/8" WASHED GRAVEL 01 O o 0 0 =� c _ NOTE: INSPECTION OF COMPLETED ASSEMBLY �I—III- BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY NTS CL r�xi WIRE WITH WATERPROOF WIRE CONNECTOR N FINISH _ GRADE PLASTIC CONTROL VALVE � _ SCH 80 BOX WITH COVER NIPPLE (10" DIA.x12" MIN.) ot�SCH —� 1 1 80 SXT — �., 90' ELBOW PVC LATERAL TO SPRINKLERS SCH 80 — NIPPLE II ' c O" r c c, o`er" cc`, o`-`O PVC SCH 80 NIPPLE D O 0 0000000 AND FEMALE ADAPTOR O o000 000 0000 000 �00C REMOTE CONTROL VALVE; BODY CLEAR OF SUMP (ETC MAINLINED 1 C.F. 7/8" GRAVEL SUMP MAIN LINE FITTING NOTES: SCH 40 SLIP TEE —PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX —TAPE WIRE TOGETHER EVERY 20 FT. —MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE —COMPACT SOIL AROUND VALVE BOX —USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE NOT TO SCALE 6" * ELECTRICAL: 24 VAC; INSTALL, PER MFR'S SPECS. * SET ADJUSTMENT AT 1 /4" RAINFALL TO INTERRUPT SOLENOID CIRCUIT MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE. PROVIDE 1 /2" GALV. ELECT. CONDUIT TO CONTROLLER. "MINI CLIK II" RAIN SENSOR BY GLEN—HILTON PRODUCTS, RICHMOND, VA. RAIN SENSOR DETAIL (WALL MOUNT) NOT TO SCALE Record Drawing Certification These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by Clty: Date STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT H. BRUCE McCRORY CERTIFICATE NO. 504 (VALID ONLY WITH SIGNATURE) PROJECT REF.- FAC # 0028-99 f 4 0 i These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Approved By:�F�P Date Approved: An FDX Company RPS INC. AUBURN DISTRIBUTION FACILITY AUBURN, WASHINGTON PROJECT NO.: 99 093 FILE: DRAWN: DATE: 99 09 01 REVISION: DESCRIPTION: 11/3/99 REVISED BASED ON CITY OF AUBURN REVIEW 10/12/99 1 1 /30/99 REVISED BASED ON Crrr OF AUBURN REVIEW 1 1 /24/99 12/20/99 REVISED BASED ON CM OF AUBURN REVIEW 11/29/99 1 /3/00 REVISED BASED ON CITY OF AUBURN REVIEW 12/29/ Designed KKC Scale: Drawn KKC Horizontal Checked _ HBM Approved Vertical _ Date 9/20/99 Ilk � U 0 = 06 �co <T�NG ENG�C 18215 72ND AVENuE SOMH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIDDEN WITHOUT THE SPECIFIC WRBTEN PERMISSON OF WPH ARCHITECTURE PC. THIS DRAWING IS ONLY CONDITIONALLY ISSUED, AND NEYTMFR. RECEIPT OF POSSESSION THEREOF CONFERS OR TRANSFERS ANY RIGHT TO, OR LICENSE TO, USE THE SLOJECT MATTER OF THIS DRAWING OR ANY TECHNICAL INFORMATION SHOWN THEREON, NOR ANY RIGHT TO,REP7DUCE THIS DRAWING OR PART THEREOF, WITHOUT THE WRfTTEN AUTHORIZATION OF WPM AfCMITECTL FE PC. JOB NUMBER: Q 72 "t� SHEET TITLE: SHEET NO.: LANDSCAPE - IRRIGATION NOTES AND DETAILS L4oi4 1 1 File: P:\SDSKPROJ\7249\ENGINEERING\7249—L4.DWG Uat*/TiMe: 12/01 / 1999 09:,59 Scale: 1 =4U Kevin Xrets: L /249—LB, 0, 16W •t. w s _------------( u EXISTING 2" Tint 4 I M^W LIGHT'-; END: NEW STREET14GHT- VV CITY OF AU9JRN STD. DETAIL TRSL-2 EX61ING STREET LIGHT PER CITY OF AUBURN STD. DETAIL TRSL-2 M NEW TYPE 1 J-BOX EXISTING TYPE 1 J-BOX — — NEW 2" CONDUIT S LNSTREET X LIGHT AND CIRCUIT NO. ❑ STREET LIGHT SERVICE CABINET STD. DETAIL TRSL-3 PER CITY OF AUBURN EXISTING STREET LIGHT SERVICE CABINET PER CITY OF AUBURN STD. DETAIL TRSL-3 20' 60' R.O.W. I EX. FINISHED elTYPICAL STREET SECTION GROUND TYPE 1 J-BOX 1 / 1-1/2" PVC CONDUIT-1 TYPICAL STREET LIGHT LOCATION no . 8.0, STREET LIGHTING AND ELECTRICAL PLAN GENERAL NOTES: 1 —INSTALL NEW STREET LIGHTING AS SHOWN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DETAILS AND SPECIAL PROVISIONS. 2 — CONTRACTOR SHALL NOTIFY PSE TO COORDINATE POWER POLE STREET LIGHTS. 't CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY CONFLICT NOTE: CONSTRUCTION NOTES: 1❑— STREET LIGHT LUMINAIRE, POLE, AND FOUNDATION PER CITY . OF AUBURN STD. DETAIL TRSL-2. STREET, LIGHT JUNCTION BOX, TYPE 1, PER CITY OF AUBURN STD. DETAIL TRSL-4. NEW 2" CONDUIT (PVC OR RGS) PER CITY, OF AUBURN STD. DETAIL TRSL-5. PULL NEW STREET LIGHTING CIRCUIT N'1 TO EXISTING SERVICE CABINET, AND ADD TO EXISTING CIRCUIT BREAKER. UPGRADE BREAKER TO 20 AMP. THE CITY SHALL REQUEST PUGET SOUND ENERGY (PSE) TO INSTALL STREET LIGHT ON EXISTING POWER POLES SHOWN. 10' MA, •250 W HIPS. �— INSTALL 2 INCH CONDUIT WITH PULL ROPE FOR FUTURE USE. CAP END OF CONDUIT. CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CALL BEFORE YOU DIGS 1-800-424-5555 167 4 DST NE PROJECT LOCATION 3 40TH ST U w 37TH ST NE 37TH ST NE r a W z O O m Z F U _ 0 0 t AUBURN m MUNICIPAL AIRPORT N O ...---- ----------- _._ ---------------- -_-m............._.........,,.. ...... LIGHT POLE SCHEDULE ST. LTG. STATION CIRCUIT I TYPE III DIST-WATT I MT'G HGT MA I STANDARDS 1 17+16.0,29.5' RT. 1 MC3 - 250W 35' 10' CITY OF AUBURN 2� 13+45.0,29.5' RT. 1 MC3 - 250W 35' 10' CITY OF AUBURN O SERVICE AND CIRCUIT SCHEDULE SL CONDUCTOR I CONDUIT REMARKS CIRCUIT 1 2 NO. 8 1 2" EX. J-BOX, EX. SERVICE CABINET Record Drawing Certification I I PROJECT REF. FAA 10 028 -99 !IY 00 y These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Auburn's Engineering Division requirements. By Date Title/Position Approved By -� Confirmed by City: Date Date Approved: 0 A 5672 s FCI STER' S/CNA L WPH A H TE C TUB E 513 NW 13TH AVENUE '300 PORTLAND OREGON 97 TEL 503 827 0505 FAX 503 827 0506 III .l ri FO,Y Company RIPS INC. AUBURN DISTRIBUTION FACILITY AUBURN, WASHINGTON PROJECT NO.: 99 093 FILE: DRAWN: DATE: 99 09 01 REVISION: DESCRIPTION: A 11 /1 /99 REVISED PER CITY REVIEW Q 11 /29/99 REVISED PER CRY REVIEW A3 01/03/00 REVISED PER CITY REVIEW Designed , Drawn Horizontal Checked Approved Vertical Date A 0 "A (j-A v � r N r� 401 0 x G< TrNG E N G ��z 0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX C6 CONTACT: ALI SADR O 0 CIVIL ENGINEERING, LAND PLANNING, CD o SURVEYING, ENVIRONMENTAL SERVICES � 0 REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIWE'R "iptE SPECfFX WRl' TN PERMISSPON OF WPH ARCHITECTURE PC. THIS DRAWING IS ONLY LY { 413E'i3, A7W'D NE;jP RECEIPT OR PO1 TiOF rEOMOR RS M8X M� TO, OR L TO, ii#EATiEYRCD THIS DMIIIIIIING OR P*RT THE, or . 1. O PC. �y t— as a a JOB NUMBER: CD 72-49— SHEET nTLE: N / z STREET LIGHTING Ile AND ELECTRICAL PLAN Z z W / N r` 0 V) 0 SHEET NO.: / SL1 OF _1.... _ LE 00,0 f ,f `1 CALL BEFORE YOU DIC 1-800-424-- UTILITY CONFLICT NOTE: CAUTION; THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. - Li a — J — z — W — U 77th Si - cn o- o= J' Z— X— �v W — 9� F-- O- z_ Z— O- = 167 zq �- m ST NE = PROJECT -_ LOCATION " Ld = n 40TH ST 4 37TH ST = z NE O c~n Z 1-71--MAUL ROMEr MAP - Q .LEGEND DESCRIPTION PROPOSED SURFACE FLOW ARROW �— TEMPORARY CONSTRUCTION ENTRANCE ROCK CHECK DAM TEMPORARY DRAINAGE DITCH ••• ••• LIMITS OF CLEARING EXISTING TOPOGRAPHIC CONTOUR SILT FENCE RIP RAP } CONTRACTOR SHALL BE GULLY RESPONSIBLE FOR OBTAININO PtOft FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON. STREET S.E. P.O. BOX 47000 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. EMERALD CORPORATE PARK A PORTION OF THE S.W. 1/4, SEC. 31, TWP. 22 N., RGE. 5 E., AND THE N.W. 1/4 OF SEC. 6, TWP. 21 N., RGE. 5E., W.M. 1A =100' Sv ao CAI R=439.02' L=103.81' D=13*32'51 " -7r1N Ir_-ram K A-1 I NL_V IVI I 115.73"' N 14' 19'23" W L=1 13.76'— R=480.00 D=13*34'45" N 89'15'59" E 440.95 -7/1N IF-n A A L_vI NE_LJ IVI I N 0*41 FA 7 /1 N I r- r-� k A'1 L_tJ1 NL_V IVI I IN 8913'28" E 763.43' 10' BUILDING SETBACK .1 INDEX TO SHEETS: PL1 of 3 COVER SHEET -7/1N Ir-r\ i` 5 L_�.JI VL_LJ Usi PI-2 of 3 ROUGH GRADING, PRELOAD, TEMPORARY EROSION/ SEDIMENTATION CONTROL PLAN PI-3 of 3 ROUGH GRADING, PRELOAD, TEMPORARY EROSION/ SEDIMENTATION CONTROL SECTIONS, NOTES AND DETAILS EARTHWORK: FILL=60,000 CY CUT=9,700 CY 167 ST NE PROJECT 00 LOCATION V) 40TH ST U 37TH ST NE 37TH ST NE w Q Z Z _ dLL z� DO mz U Q W S .. O Z Zo AUBURN MUNICIPAL Z AIRPORT J _ m VICINITY MAP LEGAL DESCRIPTION: PROPOSED LOT 1: A PARCEL OF LAND LYING WITHIN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST OF THE WILLAME17E MERIDIAN, IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON, COMPRISING A PORTION OF LOT 1, LOT 9 AND LOT 10 OF THE PLAT OF EMERALD CORPORATE PARK, AS RECORDED IN VOLUME 187 OF PLATS AT PAGES 45 THROUGH 51, RECORDS OF KING COUNTY, WASHINGTON, THE BOUNDARIES OF WHICH ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 OF THE ABOVE -REFERENCED PLAT; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID LOT 1, BEING THE SAME AS THE NORTH MARGIN OF 37TH STREET N.E., ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH WHOSE RADIUS POINT BEARS SOUTH 00' 44' 32" EAST, 1027.45 FEET DISTANT, THROUGH A CENTRAL ANGLE OF 05' 43' 56" A DISTANCE OF 102.79 FEET TO A POINT OF REVERSE CURVATURE; THENCE CONTINUING WESTERLY ALONG SAID SOUTH LINE OF LOT 1 ALONG SAID CURVE CONCAVE TO THE NORTH WHOSE RADIUS IS 967.45 FEET THROUGH A CENTRAL ANGLE OF 05' 44' 22", A DISTANCE OF 96.91 FEET; THENCE CONTINUING ALONG SAID SOUTH LINE OF LOT 1 AND THE SOUTH LINE OF SAID LOT 10, SOUTH 89' 15' 59" WEST, A DISTANCE OF 481.87 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST WHOSE RADIUS IS 42.00 FEET; THENCE WESTERLY AND NORTHERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 10 ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 59' 23" A DISTANCE OF 65.97 FEET; THENCE NORTH 00' 44'38" WEST ALONG THE WEST LINE OF LOT 10, ALSO BEING THE EASTERLY MARGIN OF "C" STREET N.E., A DISTANCE OF 459.95 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST, WHOSE RADIUS IS 480.00 FEET; THENCE NORTHERLY AND WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13' 34' 45" A DISTANCE OF 113.76 FEET; THENCE NORTH 14' 19' 23" WEST, ALONG THE WEST LINE OF SAID LOT 9 IN THE EASTERLY MARGIN OF "C" STREET N.E., 115.73 FEET; THENCE NORTH 89' 13' 28" EAST A DISTANCE OF 763.43 FEET TO A POINT ON THE EAST LINE OF LOT 1; THENCE SOUTH 00• 46' 32" EAST ALONG SAID EAST LINE OF LOT 1, A DISTANCE OF 717.68 FEET TO THE POINT OF BEGINNING. DEVELOPER/OWNER: RPS INCORPORATED 1000 RPS DRIVE CORAPOLIS, PENNSYLVANIA 15108 CONTACT: MATT ANGLE (412) 859-2646 ZONING: EXISTING ZONING: M-1 PROPOSED ZONING: M-1 DATUM: CITY OF AUBURN B.M. TOP OF MON. IN CASE AT INT'X OF "C" ST. N.E. & 37TH ST. N.E. ELEVATION=48.55 SITE ADDRESS: N.E. CORNER OF INTERSECTION OF 37TH STREET N.E. AND 'C' STREET N,E. PARCEL NO. 232973-0100, 232973-0010 Record Drawing Certification I I PROJECT REF: GRA # 0037-99 ,V 7 These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Aubum s Engineering Division requirements. By Date Title/Position Approved By: CL.5,:YSA Confirmed by C/ty: Dote Date Approved: 1 ARCH TECTUE 513 NW 13TH AVENUE 300 PORTLAND OREGON -972 9 TEL 503 827 0505 FAX 503 827 0506 A n FDX Company RPS INC. FACILITY AUBURN., WASHINGTON PROJECT No.: 99 093 FILE: DRAWN: DATE: 99 09 01 REVISION: DESCRIPTION: p2 11/29/99 REVISED PER CITY REVIEW 03 12/01/99 REVISED PER CITY REVIEW CV) se Designed NJM stow. .._ MFB Drawn _. _ Horizontal Checked NJM 1 "=100, _ Approved DKB Vlerflbdl Date 8/25/99 N/A m I v CN r� ry GrIlA Q� s� N m 2 O V x G�TiH� ENG�Z 0 0 it 18215 72ND AVENUE SOUTH iv KENT, WA 98032 (425)251-6222 V) (425)251-8782 FAX Ln CONTACT: ALI SADR CIVIL ENGINEERING, LAND PLANNING, a' SURVEYING, ENVIRONMENTAL SERVICES 0 REPRODUCTION EC THIS DRAWING IS EXPRESSLY FORBIDDEN NDI WIIHOVT THE SPECIFIC �n R4TT P£RAlI5 OR (V OF WPH ARCHITECTURE PC, THIS DRMWNG IS ONLY CONDITIONALLY ISSUffl, AND NFJT.PoECE�T OR POSSESSION THEREOF CONFERS OR T _ ANY RIGHT TO, }�IBEEl��lIIBJECT MA OF THIS DRAWING OR ANY TECHNICAL fN `76iiNit ON NIII TO REE THIS DRAWING OR PART THEREOF, WITHOUT THE WRTTEN CC�YME PC. JOB NUMBER: U 7249 0 W SHEET TITLE: ca SITE DATA z w W Z Z W rn CN r4 0 cn v� SHEET NO.: / PU OF 3 11 �.. ION CONTROL OEROSION SEDIMENT A IN PRELORARY A ROUGH GR - A. TON I = E `� -31 TOWNSHIP �....N—..— GE 5 ��. ��.._,.-....,...jL__.._�,....�{]...................—:-T_—.."..»........... i�' �X�...-'_ .........._._.._ '+1�.-_._.._....... x ...... �I�F��� 7 fir, „y -: -tom �� r . AND E N.W.1/4 CIF SECTION 6, TOWN IP 21 N., RANGE 5 , WILLAMETT a �.. — �R _ r _ , .Fdm��d�m.M.. m.m. — m•a m.:��....=_--===cmmm W.�m G a� �iMew3iFlel:Yea.e.�wn.•wm•+a.�w,«.m�a.,.a.,...,.... .a...,w«.Aw+.>Mv...•m ,a.„.:+�.�,....�.�•. «Ysuvt .. �: ..... x t x ................ .. .._. .. ......... .. .... .......___._, ... ._...._____._...... _.... _.,...., ...,..----------^ -rr --+.w..w.� .'� ...,,,,,,..w,. ... _. J°°'s. av,..w_ 20 Lf 1 'gJ -i-. .. '�---.. .......-a�---- .---_ �'____��......,,.�.......................... ......—.....—__.....__'�-'�- ,,.�=„ --•,'fie...---. ..t' `i =� _ - ._..._..�._.... T.. i(T"..'.�...�4.I, ._...'_:,•ii. ,''�-J.',.. -gyp -�,iI �,.--Ir:! ix► � ._�• ... .II1i f I .1 ILII .. III?Ii64I _, .�g•',�`<.<a "'.�.� IYRE'.. .-..:.1.I -48._.»,_. ».. ., .. .I. .....i .'II ...,_ .____ __x_ m��.�,.� _- ¢-." _'•I__ SQWFF 9— . -- —��=—m•a�m— m— ---+-< -m- 1mEma:ma.m z<_—w`fiF-= . �_.�..>_..-...__. '_�•-��-...!..r__ J-- rNo 's =*uN12 ms�•-~�B�A' RRIE - \.. o-fR$( �'nJ�cSpMP-Y m iIyt3 LIMi5 OF .w.0 .rL� T EAR,, nISTN) (AT PROPERTY LINE)1,� 2.63 8 : E,N, 12 3 (-----------_--------_- Y HAS C. `- 40 .� _m "m R y r' w a " Al :i I) , 11 14 CV i• j i t ( _ F%` 46.75 II r fli At 3 I 1 � .•, 1• II I• i I $I3 i r f I SURFACE FLOW u A 8a w+ PL2 I I i ii i 1 i t (TYPICAL) ry ' ;.� t ;E n PL2 E: f f $ FtC URE RPS BUILDING B 3 33 1 FF 53.0 PRELOAD ELEVATION=53.0 04II I All s ei f ; I'i �� i I � � � ` � .off �...-••'—." .� sa E i of J.,pop. N &'E, EXISTING TEMPORA* 'V' DITCH ICI i SHALL BE CLEAN 6 AND REGRADED 1 :I $ TO DESIGN EL5' rfFK� AL 47.05 EY�tTIONS AS SHOWN • 1, 2:1'21T 2:1 2:1V 2: 2:1 E >> r I , ,.,, 413,5_ �` �__._......_._ `f TEMPORARY 'N' D(TCH. W/ ROCK CHECK DAMS I 1 h r fY`f 48.0 PER AUBURN STD. 48.1 48.E' a f $f 9 CITY OF A �•3 47PER CITY OF AUBURN i { i DETAIL DEV-9) i� 1 „• ` `. , ETAIL DEV-6) El MPOI �' ..._ ..:a�� ....r�...,1��.... ..fr..—..�....f�....��... ... ...��...�� ...��...f�a.. i f pii 1 i _ - . .�....... ............ . • , i p �- LNiS OF CLEARING Eni 3 EXISTING VECfATION :::::..: - - ,.1. Regard Drawin Certc�ition /l�j �'► ADJACENT 11 DI'1(;NUNE PER CITY OF AUBURN STD. (AT PROPERTY L11`IE) - - g 7-99 (WITH IN 20' MIN.) TO REMAIN DETAIL DEV-6) UNDISTURBED These drawings conform to the Contractor's construction records. By Date Title/Position CALL BEFORE Y DIG. 1-800-424-5555 Confirmed by Clty. Date PROJECT ITEr..• These plans are approved far _ - with the City of Auburn Engineering Divisiarr mquIts. Approved By: Date Approved. - W A �0 f5672 /STER��\��, A L E-`" W ' ARCH I TECU E 513 NW 13TH AVENUE 300 PORTLAND OREC3-G4 47209 TEL 503 827 0505` FAX 503 827 0506 RPS INC. AUBUR.N DISTRIBUTION FACILITY AUBURN, WASH NGTO PROJECT NO.: 99 093 FILE: DRAWN: DATE: 99 09 01 REVISION: DESCRIPTION 11/29/99 REVISED PER CITY REVIEW 12/01 /99 REVISED PER CITY REVIEW Designed _NJM Scale: Drawn NJM Horizontal Checked NJM 1 "=40' Approved DKB Vertical Date 10/29/99 N/A CoMA(j O CO G EN 18215 72ND AVENUE SOM KENT, WA 98032 (425)251- 6222 () 425 251-8782 FAX CONTACT: ALI SADR CIVIL ENGINEERING, LAND PLANNING, SURVErNG, ENVIRONMENTAL SERVICES REPRODUCTION OF THIS DRAWING IS EXPRESSLY FomvI#R+E,1V MitH#1 S�. CTTTEN PERMISSION OF WPH ARCHITECTURE PC. THIS DRAWING IS ONLY GONDITIONAlLY RECENT OR POSSESSION THEREOF CONFERS OR TRANSFERS ANY RIGHT TO OR To. USE THE M'tTn6R OF THIS DRWAK OR ANY TEGWCAL INFORNNITION 9MOMW1 NOR AMY Rgg7 THIS ON PW THEWIF, WITHOUT THE #RFTI9YH C'ff'.. JOB NUMBER: 7249 SHEET TITLE: ROUGH GRADING PR ELO, II TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN �"O PL2 OF 3 HYDROSEED MIX SPECIFICATION: CTION VIEW SCALE: 1 "=10' HORIZONTAL 1 "=2' VERTICAL SPECIAL CONDITIONS NOTES: 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO RED= DUST 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 ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL MOSION MWROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION, THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE MANUFACTURER RECOMMENDATIONS. C. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. D. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. CROSS SECTIONS AND DETAILS CONSTRUCTION SEOUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE WITH TIRE WASH PAN AS SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. 6. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVIDE RIP RAP AT OUTLET AND INLET WITH SEDIMENTATION PROTECTION. 7. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. 8. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 10. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 11. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 12. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE *SSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 13. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 14. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 15. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 16, MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL, DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. CITY OF AUBURN GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). 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. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY, OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGROSOTIS TENUIS COLONIAL BENTGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAIL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RYEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDROSEED ® 60 LBS./ACRE CONST (PER END BALES SHALL —` 'IV V' \-WEDGE LOOSE STRAW OVERLAP CENTER BALES POINT A SHOULD BE HIGHER THAN POINT B BETWEEN BALES PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY ANCHOR FIRST STA PREVIOUSLY LAID E BALE TIES HAY BALE BARRIER W/ SILT FENCE NOT TO SCALE GRADING AND EROSION CONTROL NOTES: 2 REBARS, STEEL PICKETS OR 2" X 2" STAKES 6" MIN. IN THE GROUND 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT - LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY OF AUBURN. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. Record Drawing Certification PROJECT REF• GRA # 0037-99 - Z/ These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Auburn's Engineering Division requirements. By Date Title/Position Approved By •4w wyl, K-+ �� T Confirmed by Clty.• Date Date Approved. - k ARCHITECTUJ -E 513 NW 13TH AVENUE 300' PORTLAND OREGON 97 0 TEL 503 827 05.05. FAX 503 827 0506� An FDX Company RPS INC. AUBURN I - D STR BU,TI-ON FAC L TY AUBURN, WASHIN TO PROJECT NO.: 99 093 FILE: DRAWN: DATE: 99 09 01 REVISION: DESCRIPTION: 2Q 11/29/99 Q3 12/01/99 Designed NJM Drawn I Checked NN Approved DKB Dote 10/29/99 REVISED PER CITY REVIEW REVISED PER CITY REVIEW Scale: Horizontal 1 "=40' Vertical 1 "=4' 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 ` (425)251-8782 FAX N CONTACT: ALI SADR o i CIVIL ENGINEERING, LAND PLANNING, rn SURVEYING, ENVIRONMENTAL SERVICES REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORODDEN WIT"DUT TWE SPeGIM WWTEN PERM1551C}I OF WPH ARCHITECTURE PC. THIS DRAWING IS ONLY CONDI MYt4.Y , ^& qI OR POSSESSION THEREOF CONFERS OR TRN %MIS ANY MOW TA Fli, FIRE THE MATTER 0 \ � OF THIS DRAWING OR ANY TECHNICAL INFORNA NI SHOWN Ai{Y E TO E THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN AUTHORRMM OF WPM AAtCHT7ECTURE PC. y .. ; i- V. JOB NUMBER: SHEET TITLE: TEMPORARY EROSION/SEDIMENTATION CONTROL CROSS SECTIONS AND DETAILS o- a Y 0 SHEET NO.. j Pik OP 3 00 Q lS`jr/ CALL BEFORE YOU DIG:- 1-800-424-5555 67 Q w r$ w _ LL_ 37TH ST. NW ..HE 29TH ST. NW AUBURN SITE AUBURN zMUNICIPAL AIRPORT z m 16TH ST. z z m 15TH ST. NW a a U) VICINITY MAP N.T.S. 37TH ST. NW 14TH ST. 167 30TH T. NE 29TH ST. NW Q W w AUBURN SITE J > AUBURN _j a MUNICI AL AIRPOfi" Z �Trl sT. z m 1STH, z "'e _ a7 HAUL ROUTE N.T.S. LEGEND COVER SHEET A PORTION OF THE N.E. 1/4 OF SECTION 12, TOWNSHIP 21 N., RANGE 4 E., WILLAMETTE MERIDIAN CITY OF AUBURN KING COUNTY WASHINGTON 1=100' 1 I 1 1 I I 1 I I 1 I 1 1 I I I 1 I 1 I I I 1 I 1 I I I ZONED M1 I I I 1 I C+� STRUCK SEQUENCE: ZONED M1 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE WITH TIRE WASH PAN AS SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. 6. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVIDE RIP RAP AT OUTLET AND INLET WITH SEDIMENTATION PROTECTION. 7. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. 8. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO BUILDING B DESCRIPTION PROPOSED COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. SURFACE FLOW ARROW..,. 10. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. TEMPORARY CONSTRUCTION ENTRANCE ' �O o o ado ^ 11. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 0000 12. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE ROCK CHECK DAM 000 MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE TEMPORARY INTERCEPTOR DITCH ------------ ow... END OF EACH DAY. LIMITS OF CLEARING 13. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO POivD. fl(ISTING TOPOGRAPHIC CO~ """`-"-48- 14. ALL WA-5-ER DISCHARGE DEVICES USED DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND. SILT FENCE 0 15. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL 000 BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND RIP RAP 000 TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 16. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C, MEASURES, INCLUDING DUST CONTROL, SHALL BE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND 17. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE INDEX SHEETS: 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 T1 OF 5 COVER SHEET UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE T2 OF 5 ROUGH GRADING, SURCHARGE AND TEMPORARY APPROPRIATE OF' THECONTRACTOR. O REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITYO EROSION/SEDIMENTATION CONTROL PLAN T3 OF 5 ROUGH GRADING, SURCHARGE AND TEMPORARY UTILITY CONFLICT NOTE: EROSION/SEDIMENTATION CONTROL PLAN CAUTION: OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE T4 OF 5 SECTIONS, NOTES AND DETAILS THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY T5 OF 5 SECTIONS, NOTES AND DETAILS VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. File: P:\SDSK ROJ\6988\ENGINEERING\6988-!O. Date/Time: 03/29/2000 15:03 Scale: 1=100 jason Xrefs: Z6988-T,Z69 BUILDING D ZONED M1 ZONED M1 CITY OF AUBURN GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). 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. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. ZONED C3 LEGAL DESCRIPTION THAT PORTION OF JOSEPH BRANNON DONATION LAND CLAIM NO. 38 AND J.A. LAKE DONATION LAND CLAIM NO.'S 38 AND 41, IN SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID JOSEPH BRANNON DONATION LAND CLAIM NO. 38; THENCE EAST ALONG THE SOUTH LINE THEREOF 500 FEET; THENCE NORTH PARALLEL WITH THE WEST LINE OF SAID DONATION LAND CLAIM AND SAID WEST LINE EXTENDED NORTH 1,400.00 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID JOSEPH BRANNON DONATION LAND CLAIM NO. 38 TO THE EAST LINE OF RAILROAD RIGHT OF WAY; THENCE SOUTH ALONG SAID RIGHT OF WAY TO THE SOUTH LINE OF J.A. LAKE DONATION LAND CLAIM NO.'S 38 AND 41; THENCE EAST ALONG SAID SOUTH LINE TO THE NORTHWEST CORNER OG JOSEPH BRANNON DONATION LAND CLAIM NO. 38; THENCE SOUTH ALONG THE WEST LINE THEREOF TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE BURLINGTON NORTHERN RAILROAD COMPANY BY DEED RECORDED UNDER RECORDING NO. 8707131094. BASIS OF BEARINGS: HORIZONTAL DATUM CITY OF AUBURN LOT LINE ADJUSTMENT No. LLA-0019-98 KING COUNTY RECORDING No. 9810282768 VERTICAL DATUM NGVD BENCHMARKS: CITY OF AUBURN REFERENCE NO. 'Y USC & GS BM WEST SIDE OF R.R. TRACKS NEAR 30th AND "B" ST. NW SET IN FOUNDATION OF BUILDING NEAR THE S.E. COR., EL.=56.73 DATUM: CITY OF AUBURN PARCEL NUMBERS: 000080-0012 SITE AREA: 14.68f ACRES SITE ADDRESS: "B" STREET N.W. AND 16TH STREET N.W. DEVELOPER: FISHER PROPERTIES FAWN FRANKSEN ADDRESS: 600 UNIVERSITY STREET, SUITE 1525 SEATTLE, WA 98101 PHONE: (206) 224-6798 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS CONTACT: DAN BALMELLI ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS CONTACT: MIKE HOTES ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 NOTE FOR FILL MATERIAL REFER TO GEOTECHNICAL REPORT BY EARTH CONSULTANTS DATED IIIo C F_ N v Z W w W I.LI cc F � w P P_� vJ o w Z Il W m C) a U VJ U- _ m O 0 N W '- o z N U) I.I_I co Ill 1= W ~ r oo o co � a, W 'Q 0 qq 1 L VJ w N o U M: n �IJ %./ Lo > C0 LL' Z D O O 0 d N C O_ U Q N o > �Cl 0 < v a Y C 0 0 0 AUGUST 11, 1999. INCORPORATE Z 0 THE RECOMMENDATIONS OF o Z w THIS REPORT INTO THE PROJECT. EARTHWORK OUANITIES: w z C5 N 00 � FILL = 30,000 C.Y. z M QD 00 W z CUT =0C.Y. �LnLn =z hl cV z — Y, F- 0 j w n M CV clJ LL-� Q� �F W S l i� 00 J V) '3 5.72 M� �ISTE� S/ONA L ECG 2 c� EXPIRES 9 23 01 z W .,_ Record Drawing Certification PROJECT REF: GRA0015-99 These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Auburn s Engineering Division requirements. By Date 57 Trtle/Positiom Approved By: z Confirmed by Clty: Date Date Approved. 4 a0 0 Pr�o-kk ' �. I• ' f j j C / 2:1TO HE REMOVED MAINTAIN REMAINING PORTION OF THE EXISTING TEMPORARY EROSION/SEDIMENTATION CONTROL /Q i�I �. WITH BOTTOM POND EL=52.5 —t t ,u u )ate/ i i e: u,.)/4 / zu`uv i o:u3 �)caie: i =4u Jason xrers: Ln100-1,Lny000t, n iA Y Vv1 CL d V) LLJ < CL a6" U L '- � �+, I I � ' K U + C LAJ j v • 25 2 S's �c i S T E���`� NA L V EXPIRES 9 23 01 c� Record Drawing Certification PROJECT REF. GRA0015-99 These drawings conform to the Contractor's construction records. These pans are appnwed for conformance with the City of Auburn s Eng' BY Date Title/Position /JQ l3/0o E 0 -...- - Approved zon o Confirmed by City: dime Date sT' s% 0 • c uy CALL BEFORE YOU DIGS 1-800-424-5555 . .1"^40' ROUGH GRADING, SURCHARGE AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN I ATCHLINE SEE SHEET T2 i >- I 1�— 2 STACKS OF ECOLOGY BLOCK WALL TOP OF WALL EL=60.4 >- I BOTTOM OF WALL EL=56.4 ` EXISTING SILT FENCE TO REMAIN I i i i LIMITS OF CLEARING "REGRADE EX1STM DITCH TO THE NEW ELEVATIONS THAT ARE SHOWN I Q Q W 0 W TQ z j i U LU ?�CLJ 1 Cl)-- 0. _ V W z Cc 0 W z wp a ! r� _af 0 0 W 0 W N N L T— LJ W Cl) �'—' W w AAAV� L r: P (.0 W .,.. W (f) z D 0 0 O U- v ai o � v Q ry II Z Cn u. ) =i 2 m rn (Di � `�I Yp I � C Y }O C O v P y 0 C) U Q 0 c3 -�+ Q©N0 d ern.(0 w g��z <-- V - K w o WA00 �r 5 72 NA L EXPIRES 9 23 01 Q !!hh w V- Record Drawing Certification PROJECT REF.- Gt t5— �b► ` � ro'o These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburn s Engineering Division requirements. �. By Date s� n00 Tit/e/Position Approved By: SZ E z' ()o 41 a C'»d 6y City: Date Date Approved.• L V) A e: P: SD J 6988 ENGIN iN E2.DWG r0ne: 29 2000 1 :04 Scale: 1=40 Jason Xrefs: Z69 $— , 9$$ E, U a w a ;.a NA L EXPIRES 9 23 01 C 0 m U / N L0 r W W_ T- 00 W W W C!� W N W r Cq W Q) W Cl) Cl. D v CO U N (!D 00 S I i � Y O) C O 0 o U Q V) LLJ V) � (W L1! n X W N N 00 dM N C0 I\ 00 Z > w w N `�Ln� I I w �sN—.CI4 CDZ w N Z N � � .(V S z Record Drawing Certification PROJECT REF ' GRAO015-99 CO These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburn's Engineering Division requirements. By Date c s��'�00 tO Ttle/Position .5 Approved By:-.�+I�,.++/ JG o Confirmed by Clty: Date Date Approved.- sc k cs 4 File: P:\SDSKPROJ\6988\ENGINEERINO'\6—Ed1.DWG . Date/Time: 03/29/2000 15:04 Scale: 1=40 Jason Xrefs: Z6988BE, • ' .r;" 1 r 20 -r :r . ." . 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST 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 ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE 'OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT, HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE MANUFACTURER RECOMMENDATIONS. C. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. D. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. HYDROSEED MIX SPECIFICATION: MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGROSOTIS TENUIS COLONIAL BENTGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAIL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RYEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDROSEED ® 60 LBS./ACRE 18" THICKNESS 6 - MINIMUM QUARRY SPALLS LAYER �� 0 0 0 0Q 3 0 0 0 00 1 Oc 0 3 1 1 1 2"-4" WASHED °C ROCK CORE 0 0 CELL POND o ° _ 0 CELL POND BOTTOM = — — — — = BOTTOM III-1 �I I �l 11=1 11=1 I_ 1• III —III —III —I I I —I I I —III —I 11-1 I f III —III —III IMF: "KEY" NOT REQUIRED GRAVEL WINDOW NOT TO SCALE p TOP BERM EL=55.2 48" MIN. CIMP STANDPIPE OPEN TOP, CLOSED BOTTOM ENCASED IN ' EL.=55.0 DISTANCE GREATER THAN MIN. HEAD TO EL.=54.7PASS DESIGN STORM SHOW &DESIGNATE 3Z o o THE DESIGN STORM 0.5 MIN ELEV.=54.2 0 W.S. ` z 0. EL.=52.8 0 0 0 ORIFICE DIA.=7 WATER TIGHT SEAL �7 1 1/2" WASHED ROCK 0 0 0 GRAVEL CONE RPVC •A• .. E24" O O C O ''• .. ,fit A. IE=50.2 24"x24"x24" PVC TEE W/ Z RUBBER GASKET JOINTS `" 1" DIA. TYP., 40 HOLES MIN, 0 10" A.C. PERFORATIONS SHALL BE LOCATED WITHIN 24" RUBBER GASKET PLUG THE LIMITS OF THE GRAVEL CONE W/ ORIFICE DIA.=3 1/8" o 0 0. 0 0 0 0 _ S" COWC BASE 2' SEDIMENT I, I I ElII „ III -III I I �- COMPACTED GRAVEL BASE STORAGE NOTES- 1. PROVIDE A RIPRAP LINED SPILLWAY, 6" MIN. ABOVE STANDPIPE OPEN TOP. POND BOTTOM 2. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED EL=48.7 TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. 3. POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, MAX HEAD SHALL BE SHOWN ON PLANS. 4. THE OUTLET PIPE SHALL BE A MIN. OF 8" IN DIAMETER AND OVERSIZED ONLY WHEN APPROVED. TEMPORARY OUTLET CONTROL STRUCTURE NOT TO SCALE K- ` I15672 s ONA LT 'EXPIRES 9/2 3 01 0 'y 3 p U ILJ Qo' U w w o' w F— a_ 0 p w N Z Of z Of a Z cr a o w a _ LU LL m 0 0 � o 6 z II u V) a & a o c Y 2L y 0 0 0 U Q = u7 0 U z j Uj p V w L0 J W > CV z 0 0)40� z 1 I w ``' Ln ^ w �-' Ln Lo LIJ ry 00 You U(5 _ 2 o z u, Record 9MVfhq C6W cation PROJECT REF.- GRA0015-99 These drawings conform to the Contractors construction records. These plans are approved for conformance with the City of Auburn's Engineering Division requirements. By Date s/-b /OQ L Tit/e/Position ` Approved By: �'"— —yjL ! ! -0 Z Confirmed by Clty: Date Date Approved: x! t0b � (� v' File: P:\SDSKPROJ\6988\ EERING\6988-ED2.0*G 'ate/Time: 03/29/2000 15:05 Scale: 1=40 jason Xrefs: Z69886E, COVER SHEET CALL BEFORE YOU DIGS 1-800-424-5555 37TH ST. NW 167 3C TH T. NE 29TH ST. NW AUBURN w w U_ SITE AUBURN z MUNICIPAL AIRPORT z t~n s a 16TH ST. z ST. NL o- 1 5TH ST. m � cn 14TH ST. VICINITY N.T.S. 37TH ST. NW 167 30TH T. NE 29TH ST. NW Q w w AUBURN L SITE z AUBURN MUNICIPA c~n AIRPORT Z m 16TH ST. z z 15TH ST., M Q a 14TH ST. HAUL ROUTS o N.T.S. LEGEND DESCRIPTION PROPOSED SURFACE FLOW ARROW TEMPORARY CONSTRUCTION ENTRANCE �7777°77 ROCK CHECK DAM 0000 000 TEMPORARY INTERCEPTOR DITCH -..... +•••M........ aw•••—+� LIMITS OF CLEARING EXISTING TOPOGRAPHIC CONTOUR — —48— SILT FENCE 000 RIP RAP no00 >oo CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY CONFLICT NOTE: CAUTION OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. A PORTION OF THE N.E. 114 OF SECTION 12, TOWNSHIP 21 N., RANGE 4 E., WILLAMETTE MERIDIAN CITY OF AUBURN KING COUNTY WASHINGTON (AMENDMENT TO GRA#0004-97) 1=100' ZONED M1 W— ZONED M2 CONSTRUCTION SEOUENCE: 1. SCHEDULE AND ATTEND PRE —CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS, 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE WITH TIRE WASH PAN AS SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. 6. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVIDE RIP RAP AT OUTLET AND INLET WITH SEDIMENTATION PROTECTION. 7. INSTALL. HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. 8. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 10. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 11. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 12. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF' EACH DAY. 13. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO POND. 14. ALL WATER DISCHARGE DEVICES USED DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND. 15. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 16. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 17. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT —LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. INDEX TO SHEETS: T1 OF 5 COVER SHEET T2 OF 5 ROUGH GRADING, SURCHARGE AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN T3 OF 5 ROUGH GRADING, SURCHARGE AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN T4 OF 5 SECTIONS, NOTES AND DETAILS T5 OF 5 SECTIONS, NOTES AND DETAILS ZONED M1 CITY OF AUBURN GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE —CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON —SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). 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. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN, CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. ZONED C3 LEGAL DESCRIPTION THAT PORTION OF JOSEPH BRANNON DONATION LAND CLAIM NO. 38 AND J.A. LAKE •o DONATION LAND CLAIM NO.'S 38 AND 41, IN SECTION 12, TOWNSHIP 21 NORTH, > RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID JOSEPH BRANNON DONATION LAND CLAIM NO. 38; THENCE EAST ALONG THE SOUTH LINE THEREOF 500 FEET; THENCE NORTH PARALLEL WITH THE WEST LINE OF SAID DONATION LAND CLAIM AND SAID WEST LINE EXTENDED NORTH 1,400.00 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID JOSEPH BRANNON DONATION LAND CLAIM NO. 38 TO THE EAST LINE OF RAILROAD RIGHT OF WAY; THENCE SOUTH ALONG SAID RIGHT OF WAY TO THE SOUTH LINE OF J.A. LAKE DONATION LAND CLAIM NO.'S 38 AND 41; THENCE EAST ALONG SAID SOUTH LINE TO THE NORTHWEST CORNER OG JOSEPH BRANNON DONATION LAND CLAIM NO. 38; THENCE SOUTH ALONG THE WEST LINE THEREOF TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE BURLINGTON NORTHERN RAILROAD COMPANY BY DEED RECORDED UNDER RECORDING NO. 8707131094. a a Y BASIS OF BEARINGS: U HORIZONTAL DATUM m CITY OF AUBURN LOT LINE ADJUSTMENT No. LLA-0019-98 KING COUNTY RECORDING No. 9810282768 VERTICAL DATUM NGVD TZ6 BENCHMARKS: CITY OF AUBURN REFERENCE NO. "Y" USC & GS BM WEST SIDE OF R.R. TRACKS NEAR 30th AND "B" ST, NW SET IN FOUNDATION OF BUILDING NEAR THE S.E. COR., EL.=56.73 11 A TI 1L I_ CITY OF AUBURN PAC,. NUMBERS: 000080-0012 AREA: 14.68t ACRES SITE ADDRESS: "B" STREET N.W. AND 16TH STREET N.W. ENGINEER: BARGHAUSEN CONSULTING ENGINEERS CONTACT: DAN BALMELLI ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CD SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS CONTACT: MIKE HOTES ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 NOTE FOR FILL MATERIAL REFER TO GEOTECHNICAL REPORT BY GEOENGINEERS. INCORPORATE THE RECOMMENDATIONS OF THIS REPORT INTO THE PROJECT. EARTHWORK OUANITIES: FILL = 307000 C.Y. CUT 0 C.Y. Record Drawing Certification 1 PROJECT REF.- GRA0004-97 EXPIRES 9 23 01 These plans are approved for conformance with the City of These drawings conform to the Contractors construction records. Auburn's Engineering Division requirements. By Date `Clt ram Trtle/Position (Approved By. !— W W W 0 0 LVA, Z IcL L 0 U 0) R 0 Z 00 0 Z 0 W zQ .'se104 w 00 C0 o Z = O 0 W ;q 0) 00 Z CV W C4 J J W C0 0 IL v c 0p o ai Q L z 0 _II r 0) > Q y > C _y O` 3 U QL N 0 U It 0 = cn Ld 0 U F- z > zOf O zg ii Ld J a- Q Z X Q I— z w w gz Qrr) N N N U w O N 00 Z O 00 cs, NI- (0 00 > z Uj Q �T)LC) i LU zw N N c-Z w L0 Lr) CN > Of ems— � U U) W W E 00 o z -C .n (0 r o L I— Confirmed by Clty. Date I Date Approved: IL91 1 !/ e: P:\SDSKPROJ\6988\ENCINEERING\69881EO.DWG Dcte/Time: 09/30/1999 12:00 Scale: 1=100 joson Xrefs: Z6988—T,Z6988—BE, � b I efta / PF�gI / or-8 3 rirrlrrr�r�r�rrr�rr�r rrr.rr�rsrr'r.■ ROUGH GRADING, SURCHARGE AND TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN MATCHLINE SEE SHEET T2 (AMENDMENT TO CA#0004-97) -------------�■�■ iriiiiiiii,■■M■ M ■■■r� fit. � w.. � •._� �.�_'-i _...�i� � �.* � •fit • ! � MIN. I VT° VT ItL=.70.� MAX . W.S. EL=55.5 BOTTOM SEDIMENT STORAGE EL=52.5 (INSPECT AND REFURBISH T.E.S.C. POND AS REQUIRED) I ,'1 54 I EMIM I �I SILT FEWE r TOMAM (INSPECT AND REFURBISH AS NEEDED) r r r L&M C)IF VLGATM 3 STACKS OF ECOLOGY BLOCK WALL TOP OF WALL EL=62.0 BOTTOM OF WALL EL=56.0 ISOECIAL NOTE: 1. ECOLOGY BLOCK WALL TO BE (3) THREE BLOCKS HIGH W/ 1' OF BASE COURSE BELOW GRADE AND A 6:1 BATTER ON EAST SIDE OF SURCHARGE PAD. ii CL a 3 09 § o Z Z z 3 c" w Z Q � � �0)WN 2 N � W N J J W oe v Z N eM 2 = � O a� CL d L) d 0 N za (10 lt� LAJ 0. --� LLJ X 8 Z Mwoo La CN I �04 till w w tv C,400 -� S r�r ul lir• V � � record Drawing Certification PROJECT REF G 4-97��`� . C© These plans are approved for conformance with the City of %se &avkw confwm to ft Cast 's consi record. Auburn's Engineering avill. By Date /®!I f"M Mft Title/Position Approved _ yK. Confirmed by City: Date Gate Apioved. l� ��' f JIM o yj F g/e Ile: e: 1 =4u joson xrers: �eyzsts— ,��yaa—rst, 0 CALL BEFORE YO(J DIG 1-800-424-5555 ROUGH GRADING, SURCHARGE AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN (AMENDMENT TO GRA#0004-97) MATCHLINE SEE SHEET T2 a WON 0 HOW am a mmil A a 27 a "M ■ WON 0 was 0 was 0 woop Saw a mr m 040 0 5:1 r C \ � + IT + + ( P I SUFIFACE FLOW -- (TYPICAL) CONTRACTOR TO REGRADE PORTION OF SITE TO PROVIDE POSITIVE DRAINAGE TO THE NEWLY RELOCATED INTERCEPTOR DITCH EXISTING DITCH TO BE FILLED 0 0 ....... . 0 3 � � ` ° t f`r 1 � / I ' i I � I • ) � � f + + 16 T5 + + 4.j TEMPORARY N' DITCH WftM CHECK LAAMb (PE OF AUBURN 0 STD. DETAIL DEV-9) X IT 50 LF 12" TEMP. SD 0 0.20% 060 1 TEMPOP.AW MSTRUCTION ENTRANCE :14 (PER CITY OF AUBURN STD. DETAIL DEV-5) + AcE r-Low (TYrtCAL) t + F jjf X, + 1> 0 I r / f Y WCH HEM DAM EXISTING DITCH 4 ( / E CITY OFCAUBURN TO BE FILLED DETAIL DEV-9) . ................ 160 y LAM OF CLE.MV40 ,456.788v, v y y y EXOTING SLT FENCE TO Fe" (INSPECT AND REFURBISH AS NEEDED) J OR MOECIAL NOTE: 1. ECOLOGY BLOCK WALL TO BE (3) THREE BLOCKS HIGH W/ 1' OF BASE -00URSE BELOW GRADE AND A 6:1 BATTER ON EAST SIDE OF SURCHARGE PAD. TO FS" EXOTM OLT FENCE (INSPECT AND REFURBISH AS NEEDED) LASM OF CLEAFM w V V V V 0i REGRADE EXISTING DITCH TO THE NEW ELEVATIONS THAT ARE SHOWN 3 L) :S10 8 �A V'w L EXPIRES 9/23/01 O 49 z V 2 71 r- - E2 0 L)� F- Z:) z ZM 0 0 V) n z LLJ X U<- Q 04 roo C, CN z -0 C'to4 � 2 z (30 C114 (M 00 C'4 W LA.1 C g L0 (N (N 04 00 Z CN LJ Record Drawing Certification PROJErCT REF.- GRA0004-97 PO4? 0 C 'Ox v These plow am approved for conformance with the City of These drawings conform to the Contractor's cons&whon rwords Aubum's ErWeering Division requirements. BY — Date 0/1 1 IL0 ritlelPosition z Approved By 0 Confirmed by Clty. Date Date Approved f W CV) prop, I -� 0 r 8 ime: e: 1 =40 jas7 OoD/slal MORIZORTAL 0 20 40 80 0 2 4 8 VERTICAL SECTIONS (AMENDMENT TO GRA#0004-97) .. .. .... .... .................... ........................ ...................... ........ . ............. ............ ............ ...... ................. ..................... ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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APPRO EXIST. - APPR GROUND SURFACE 56 ............... ................. ........................ ........................ .......... �7 ........ ........... ............. ............... ............. ....... ... ..... .. 56 ......... . . . . . . . . . .. ...... ..... ...... ........ . . . . ... ..... .. . . . .. .... K�c�SlEanON 'C'. ..• ....... ...... ... . . . . . . . . . APPROX: EXIST.'GFMNI) ......... 0 SECfIONL PRIOR TO AN . . . . . Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FILL MATERIAL: PLACED: . . . . . . . . . . . . . . . . . . . . . . . . . �T SC ALE. - 1."--40' HORIZONTAL . . . . . . . . . . . . . ......... .. 1:o74'YER17CAL. . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. ............ ............ ......................... ­ ............................... 0+00 1+00 .............. .......... .. .......... . ....... .................. ......... .......... _ ............ ........... 2+00 3+00 4+00 ............. .......... 5+00 1+ of:: a Record Drawing Certification These drawings conform to the Contractor's construction records. BY 7-ItlelPosition Confirmed by Clty. 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GROUND : : 0 CTION PftTO ANY' : .. .I ......... ... . . . .---I ......... , , . . .. 1 : 1­1 ...­........ *......... ....... I.1. . . . . . . . . . , . ....­:_. ......... ..... I ... ..... 11.1 .... : ... : ......... :1 : .. ...... ... . ..._:. .... . .... .... 1. : : .... FILL MATERIALPLACED .... .... 11 GIROUNO SURFACE I I , I * . . . . . . . . . . . . . . . . . .I I I * . . . . . . ........ *.... * .... ,I,Ill,ll*1 11111111111111*'1111'1111: .. .. L1­1 : . .. . . . . . . : . . . .0SECTION. .. . : ....... ... ... : .... 1.1- ......... ;1 ...­... : ......... : ....­­: .. ...............�...­ ,........................:.............­­......:........................:........................:............�...........:...........�.........­:........................:­.....................:........................:........................:.......... ....­-� ... ......... ... ...... ... I ... I . ......... ....­-.. .. I—- ......... : ..... . ... : ......... .... 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I ... : .. . . .... . : ... 1, : ­­­­ ... : .... ­ ... : ......... :­ .... ­!­ . .1I , 4 1, I : ..... .. . . .. .. ... ...... :­ .... ­:­ ...... � ............... � ......... ­ � ............ _ _ 1. � ­ ­ � I I � � � ...... � .......... � � ......................................... � ................. � ......... � ....... � "... ­ ­ ­ � ............ � � ............... 0+00 1+00 2+00 ­ � ... � ....... L . L . . L L ...... � � ..... ­­ ..... � ......... � ..... � ­ ­ ­ � � .......... � ..... ­ � ..... ­ � ........ 3+00 4+00 � ... ­­­ ............... ­­ ... ­­­­ ... � ................. � ........ 5+00 . SPECIAL CONDITIONS NOTES: 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED PROJECTAS A RESULT OF CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE MANUFACTURER RECOMMENDATIONS. C. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. D. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. HYDROSEED MIX SPECIFICATION: MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGROSOTIS TENUIS COLONIAL BENTGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAIL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RYEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDROSEED @ 60 LBS./ACRE DUST CONTROL NOTES: 1. CONTRACTOR TO MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AN D OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL OF THE TRUCK TRAFFIC MUST USE THE WASH PAD CONSTRUCTION AS DESIGNED AND SHOWN ON THE T.E.S.P. TO PREVENT CARRYING OUT THE MUD ONTO STREET. 4. ALL OF THE OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT, WHICH WILL BE USED BY CONSTRUCTION TRAFFIC, SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSTRUCTION. Record Drawing Certification These drawings conform to the Contractor's construction records. Rv I Title/Position Date Confirmed by CIty Date 2"72 p �- K"I STERN` �/S10��L ��G I EXPIRES 9/23/01 PROJECT REF.- GRA0004-97 co _j H W Q Q z < C0 W 0 z C6 z 0 F- 0 W Cl) L 0 U_ ir F_ V) D 0 z x F_ a: 0) 00 0 z ;5 0) r..", W < N N => z 3 r, N W - 00 > W < 0--N a: 8 04 0) � %.� 00 04 04 -a - 0 . 0 -.t -2 C ,It Q 0 0 () N .C: 11 r F11 U) - 0) - 0 - > = 7_ CD � � 0 .) �� r- 1* 'D I 10 10 0 C Q) 0) > .01 C 31: _`,� () P 0 F5 0 Q) 0- W � = a- M 0 0 0 < = V) - C)Uj 0 I-- =) 2: 5; ]E of 0 U) Z3 (10 LL1 LLJ _j 0- � =) = x 0 71 Z Ld Lli L< L- 1� :2 QNz: n (N C-4 -0 0 Q N00 r�,- Z � , 00 (7) C14 (.0 r- 00 5; ft� Z Ld ��7 C14 r" < 3: 1 � 1 - Lj 1.Z1 & Ln Ln CN Ln CI-4 0 2: Z , F_� I Ln I I- Ln I Ld E CIA z: j > These plans ore approved for conformance with the City of Auburn's Engineering Division requirements. C41671 Approved By 1-0/j/9', I � "!!�� ,- 5ii Date Approved. _Mz'(1� . i 0 z , ()C) ::) 0) -03-0 (0 .40 a) 0) I , V) L0 �_ File: P:\SDSKPROJ\6988\ENGINEERING\69881ED2,DWG Date/Time: 09/30//1999 12:04 Scale: 1=40 jason Xrefs: Z6988-13E, I 00DIS"q/ . I NE COI;. SE COR N 7789.3106 N 6389.4114 E 10392.0175 E 14375.2123 UTILITY EASEMENT PER SHORT PLAT SP-15-81 o� — — _ — _ —co _ _ _ _ / LS E 103751517 -- _ WATER Found 5 8 Rebar N 63891536 1 3— SANITARY SEWER EASEMENT PER Recordin No. 7 — — — — VALVE �9 w Gap 2 SEWER MANHOLE ... _.......,..._ — — ......_ _.... = = — — _..... __........ - -- -- - Now 12" CONIC E. = 48.13 A SEWER MANHOLE ��° SEWER MANHOLE SETTLEMENT 8 CONC W. = 48.43 " RIM = 56.48 �'Q°' °0 RIM = 56.98 MONITOR 12" CONC S. = 48.25 12" CONC N. = 49.78 ,oee 12" CONC N. = 50.54 PLATE 8" CONIC E. 48.43 12" CONIC S. = 49,84 12" CONC S. = 50.64 8" CONC E. = 50.18 8" CONC E. = 50.80 y^� w N n� SETTLEMENT ; 8" CONC W. = 50.14 PIZOMETER PIZOMETER 8" CONC W. = 50.86 ,oe9 40' I I o I PO YL MONITOR > o PLATE \ SETTLEMENT PIZOMETER rn 1 \ MONITOR PLATE O ,a 00 \ I F G \\ UI CJ \ ba / Found S 1LAJ GO 4d � w8 -rMLX LcCt Nc>. 000080--0012 >Q o o .0 / Q / L U .W W o /o SETTLEMENT /a MONITOR ' (� / ti q PLATE I I L / oI D NW COR. N 7798.52666726 STREET E 9940.33172872 HYDRANT LIGHT SW COR. PROPERTY LINE I N 6398.2186 STREET TEL N 6814:81528966 WATER POWER WATER BLOWOFF E 9918,4907 SIIGNAL LIGHT VAULT J-BOX CATCH ELE£. Ta CATCH E 9923.1378043 CATCH L - POLE ' BASIN J-BOX VALVE d—BOX ELEC. BASIN 0 DRAIN a BASIN J_ EL=. _ J- LIGHT J BOX • .. , �' 8 STREET J X �l L BOX LTR HOLE - - - - --- - -- - --- -------------- . BOX ST RM DR . LIGHT Q� -------- - ----- ---------- --- -- 1#`\ - -- - - - - - - - - _------------------- ---- --- ec . <. ,.' �/� M I i'TW .. �. 9itNis°----------- - ----- - - - ---- ---- - - -- -- ---------- N 78i 1.'J33875 «. ! d 1 vrr•rr rtFrl PE -.........»_:__ _ _,..: - - - - - - - - - - -- .:fa.-.- -.- - - -.-.-..-..c..- - - _---------- - -------------------------- p II --r,...-..-..-..------ -- E 9936.635996 DOUE3LE "S'ELLt�G� "STRI »:».._ -Rig ht. �--Wa .,.-Dedt to .C�. W..» �-in „ - w. _--.v--.. -..--------------------- ----- ------ .�. WIN—, P 9 T _.....::... .... SINGLE dv -- N{TE: Private Water Line Easement per Rec. No. 596312- �• Il.. TRI -.a_: (Q s k. P o cp .. Within Current Right -of -Way SiNGLT= WHITE E QUITCLfi+I IGQ -eO r —... + _ 66. BLE YELLOW STRIPE,.,.....- »..,,.,_ " — — — eF 40 - . _ ................. .............,..:::»: ......... _,. ,.. STRIPE � , TELE. EASEMENT Rec. No. 51990 1T - - - - - - - ---- -- --- ---- - - - -- - - - ----- - - - ---- - - - ,.. S�ID5+ Catch Basin - - --- -- -- - - -- - _ - ---- ------ --- ---- ---- ---- --- -- - -- -- - - -- - -----------------------------------------------------..----- .-....=..= -- ---- _. n05, — — — — . CATCH -- - II SINGLE WHITESW331501W ' N. #1 Cor. 1. CATCH IE 12 CONC i� J. Brannan D.L.C. BASIN 1LEV4 = 53.07 BASIN iE 12" CONC — -- — ___- — _ ELEV = 53.10 I CATCH — IE 30" CONIC — ' E 12" CONIC PROPERTY LINE PER BOUNDARY LINE AGREEMENT - Recording No. 8707131094 BASIN ELEV = 52.10 v ELEV = 52.20 — —,. — o F. U R L_ I <> J O R T H C R iTd I R ., a, I I_. R4=), .� p► �L° .... G0�,- Cf°E - f m - Z 0 30 60 120 CONTROL MAP SCALE V 60' �Tjh �+ ENG� _ SURVEY TION PROCEDURE / NARRATNt A FIELD TRAVERSE USING A "UETZ SET 4" =33" DATA COLLECTOR, SUPPLEMENTED WITH FIELD NOTES WAS PERFORM, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A *UEiZ B-W ALOOM IX LEA .11116 USED TO CHECK AND ESTABLISH THE ELEVATION OF BENCHMARKS AND CONTROL POTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET IN WAC 332-130-090. DATES OF SUFNEYS FIELD SURVEYS BY akRGHAUSEN CONSULTING ENGINEERS, Inc. CONDUCTED 401N. 1999. ALL M{311IUI►48M SHOWN AS FOUND WERE VISITED AT THAT TIME. HOFIZO 'AI_ DATUM OF SEAPOM CITY OF AUBURN LOT :ADJUSTMENT No. LLA-0019-998 KING COUNTY RECORDIW No. 9810282768 NOTES 1. CHICAGO TITLE INSURANCE COMPANY OF WASHINGTON, INC. Title Order No. 536698 (Dated Jonuary 21, 1999) WAS RELIED UPON FOR TITLE INFORMATION AND RESEARCH PLEASE REFER TO THOSE REPORTS FOR FURTHER INFORMATION REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY. 2. THE A64iYE REFERENCED TITLE REPORT DISCLOSES A QUITCLAIM DEED BY AUBURN DOWNS ASSOCIATES, A LIMITED PARTN09LIP, APPARENTLY ESTABLISHING THE CURRENT OF -WAY FOR 'B' STREET NW. CHICAGO TITLE INSURANCE COMPANY' N07 S THIS DEED AS A SPECIAL EXCEPTION TO 7 . FUR1" RESEARCH HAS NOT YIELDED CEPTABLE CONVEYANCE F(W AREA CURRENTLY IN USE AS 'S' STREET NW. a, AREA OF QUESTIONABLE TITLE IS .SHOWN WITH CROSS HATCHING ON THE 3. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE 916M, ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT , ACID/OR AVNLABLE RECM DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW ~0 FEATURES, DETECTED OR UNDEIMM. : K D. FLOOD INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMAT": FIRM (FLOOD INSURANCE RATE ) MAP No. 53033C1253 F PANEL 1253 OF 1725 , DATED May 16, 1995 THE SUBJECT PROPERTY IS IN ZONE X *Areos determined to be outside 500-year ." x THAT ,,OJOSEPH DONATION LAND CLAIM NO. 37 AND J.A. LAKE DONATN LAND CAM No. 38, IN SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST - CORNER OF THE NORTH HALF OF SAID JOSEPH BRANNAN DONATION LAND CLAIM 140. 37; THENCE EAST ALONG THE SOUTH LINE THEREOF 500 FEET; THENCE NORTH PARALLEL WITH THE WEST LINE OF SAID DONATION LAND CLAIM AND SAID WEST LINE EXTENDED NORTH 1,400.00 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID JOSEPH BRANNAN DONATION LAND CLAIM NO. 37 TO THE EAST LINE OF RAILROAD RIGHT OF WAY; THENCE SOUTH ALONG SAID RIGHT OF WAY TO THE SOUTH LINE OF J.A.LAKE DONATION LAND CLAIM No. 38. THENCE EAST ALONG SAID SOUTH LINE TO THE NORTHWEST CORNER OF J. BRANNAN DONATION LAND CLAIM No. 37; THENCE —SOUTH ALONG THE WEST LINE THEREOF TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE BURLINGTON NORTHERN RAILROAD COMPANY BY DEED RECORDED UNDER RECORDING NO. 8707131D94. Excepting therefrom any portion conveyed to the City of Auburn for Right -of -Way for B Street N. W. N W8 �E S J.A. I Lai i 0 W W (L a a � z a _ Q D.L.C. No.38 D.L. C,1 No.41 12 7 Z a� D 7 F m Q I 5 J. Braiinan I D.L.C. No. 37 D.L.C. No. 38 SI o I I III 16th Street N.W. "FOR INFORMATION ONLY" Z CO a, o •� .. Z Qf a •6.0 tv C4 10 C N X Q: Z 0 a a.a. L C CS C 16 a CL 0 0. 0 V) ail 2J* Q �. m m a C N 7 7 Y Uj '4r C.. .f.. 08 r CD Ilk C*J .©,rr- 0 OD 10 C 4D Q r 0 Ln 4 w a! yY .0 CO IMMIN C ��/A CO 3 CV N C 0 4 0 0 w X ALTA / ACSM LAND TITLE SURVEY - American Land Title Association / American Congress on Surveying & Mapping and National Society of Professional Surnyon; 11 PORTION of J. BRANNAN Donation Land Claim N o. 37 rn UJ z > z W O U & J.A. LAKE Donation Land Claim No. 38 59 Z UJ In the E. 1/2 of the N.E.1/4 of SECTION 12 z Township 21 North, Range 4 East, Willamette Meridian UJI`n o City of AUBURN KING -bounty State of WASHINGTON nN CC" ow 0 to " CN �, In r. 6 SURVEYOR'S CERTIFICATION -,C*4N- E -- `Ile 0 N TO: SELLEN CONSTRUCTION COMPANY,' Inc. FISHER PROPERTIES CHICAGO TITLE INSURANCE COMPANY b o This is to certify that this map or plat and the survey on which it is based were made "Minimum . �41 -6 00 (i) in accordance with Standard ,Retail Requirements for ALTA/ACSM Land Title Surveys," 00 jointly established and adopted by ALTA, ACSM and NSPS in 1997, and includes Items Items 2, 3, 5, 8, 10, 11, 13, 14, & 16 of Table A thereof, and 0 41, (ii) pursuant to the Accuracy Standards (as adopted by ALTA and ACSM . and in effect on the date of this certification) of a Suburban Survey., . Date:, 00 aA 0 1' 0 E Y v� F. MICHAEL NOTES z' s a Professional Land Surveyor � Q) ✓. Washington Registration No. 30582 _ -0 T °° ILZ 00DI"I 4"?>;s5 eels a -4 ") ' ; . DWG# qQ016-003 \� 10 AG GOBBLE/MAINTENANCE STRIP (T"(P) 5EE DETAIL 5 5HT L1.3 LU tu 0 LU LU kn 1 LU LU 1 _ _ E DETAIL 5 5HT L1.3 UA 1 SIN �1 r---------_----------------------------------------------------- �. xx_ _ _ _ _ _ — �o .-° `�' g .,�€ _ _ ;; �.ry '.' H `� ., °'' 1 �i € r CAT r __. I��U _LEELEV wan m "12- I 0 15' 50' 60' 120' 50ALE: I" = 30' - 0" Reoond A►umWg QrWoutfon rh m &olrfigoit raorrfo m to ft car►6►or MAr ombuct a►► two By Dde TftlAwfilon Cw*msd by W. Dde MAW REF.- FAG0030-aq fits PAW eberet oo*Mw wfth the fifty of A ift" A Wnrdng Delpani rent mhknum /mdbra W roqufmmenta. Awroved Dde Landscape Architecture 321 Park Place Center, Suite 117 Kiridand, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 8221105 DATE I 155LE 12/I/qq I BID SET 4/10/00 1 [1\ GIN REV1510% DESIGNED: GB DRAWN: DGH GB DATE: 10-22-gq STATE OF WASHINGTON REGISTERED LANDSCAP AR ITECT WAM A. BROWN CERTIFICATE NO. 501 a: w 1- Z W U J Zia — z a: :) w Wiz t� _� D (J) z m D LL Y. Q L 1 m 1 #96068F18 ooD/�gl TtAND .-BUFFED--AREA- F RAEDEKE A550CIATE5, INC. DWG# 111016-005 — - w.- ----------------- ------------------------- ---------...._ ------ ------ ------ _ _ --------- ---- ---- -- j LU T tolu �)--------------------- ��--- .. •.., � s r.� ,� :z� _� � � �, � �� ro V! . ---------------------------------------------------- lu _1 t I I , — CONC E s V53,10 `\ H ,3R S�zr AA 1..E i 0 15' 30' 60' SCALE: III = 50' - o° 20' --A- N� `M 1 0 MA 1° . I', LE Ihm drawings oenk m to the Cav*roicGars caMburflon Mw da BY • ' Dula Tide/pbm6on Colarkmed by CV. Dore PROJECT RE FAC0030-aQ S r r' - 0= , "i -- 'I'i This plan sheet conforms wlth the Airy of Auburn P/awft Depantrnent minimum bndsoape regdOwnewts. AAwvved fike� _ , ` - Dote - 2 Landscape Architecture 321 Park Place Center, Suite 117 Kirkland, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 8221105 DATE I 155UE 12/I/qq 1 /�510 5ET 4/10/00 A GIN REV1510N5 DE516NED: 05 DRAWN: DCH CHECKED: 05 DATE: 10-22-qq STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT IAM R. BROWN 1CATE NO. 50 J Z Q J C W a. Q z�a ♦ ) 0 w p W v z m UM a L 1 m 2 #99058Fis ocDW4Bl PLANT SCHEDULE 5YtMBOL BOTANICAL. NAME / COMMON NAME 51ZE NOTE5 0 TREE-5 CARPINU5 5ETULU5 'FA5TI61ATA' / COLUMNAR EUROPEAN HORNBEAM 2" GAL. 5$5, MATCHED FORM 0 FRAXINU5 AMERICANA 'JU61N6ER' / AUTUMN PURPLE ASH 2" GAL. 6$6, MATCHED FORM AGER RUBRUM 'RED SUNSET' / RED SUNSET MAPLE 2" GAL. 5$5, MATCHED FORM BETULA PAPYRIFERA / PAPER BIRCH 10'-12' HT. 5$5, MULTI -STEM 3-5TEM MINIMUM °T BETULA JACOUEMONTII / JACOUEMONTIi BIRCH 2" GAL. 6$5, MATCHED FORM OUERCUS ROBUR 'FA5TI61ATA' / UPRIGHT EN&L15H OAK 2" GAL. B4 B, MATCHED FORM a AGER GIRCINATUM / VINE MAPLE 6-5' HT. B$ B, MULTI -STEM NURSERY 6ROWN • T51JI65A MERTEN51 ANA / MOUNTAIN HEMLOCK 5' HT. B $ B, FULL $ BUSHY THUJA PLIGATA 'EXGEL5A' / EXGEL5A CEDAR 5' HT. B$B, FULL $ BUSHY OF 5HRU35 CORNU5 5. 'FLAVIRAMEA' / YELLOW TWIG DOGWOOD 24-50" HT. 5 STEM MIN., 45" O.G. C5 CORNU5 5TOLONIFERA 'BAILEYI' / REDTWI6 DOGWOOD 24-50" HT. 5 STEM MIN., 43" O.G. EA EUONYMU5 ALATA 'COMPACTA' / DWARF WINGED EUONYMU5 21-24" HT. FULL FOLIAGE, 45" O.G. IG ILEX CRENATA 'COMPACTA' / COMPACT JAPANESE HOLLY 21-24" HT. FULL FOLIAGE, 45" O.G. CONTAINER PF PHOTINIA X FRA5ERI / FRA5ER5 PHOTINIA 30-36" HT. FULL FOLIAGE, 45" O.G. PO PRUNU5 LAUROCERA5U5 'OTTO LUYKEN' / 'OTTO LUYKEN' LAUREL 24-50" 5PR. FULL FOLIAGE, 45" O.G. CONTAINER PL PRUNUS LU5ITANIGA / PORTU6AL LAUREL 30-36" HT. FULL FOLIAGE, 45" O.G. R6 RHODODENDRON '60MER WATERER' / RHODODENDRON 21-24" 5PR. FULL FOLIAGE, 45" O.G. RR RHODODENDRON 'RAMAPO' / RHODODENDRON 15-21" 5PR. FULL FOLIAGE, 45" O.G. RG RHODODENDRON 'GUNNIN6HAM'S WHITE' / RHODODENDRON 24-50" 5PR. 3 STEM MIN., 45" O.G. PJM RHODODENDRON 'PJM' / RHODODENDRON 21-24" HT. FULL FOLIAGE, 45" O.G. CONTAINER 5B 5PIRAEA B. 'ANTONY WATERER'/ 5PIRAEA 15-21" HT. FULL FOLIAGE, 45" O.G. TO THUJA OCCIDENTALS 'EMERALD GREEN' / ARBORVITAE 5HT. B 4 B, 30" O.G. VD VIBURNUM DAVIDII / DAVI05 VIBURNUM 24"-30" 5PR. FULL FOLIAGE, 45" O.G. PERENNIALS A6 AGORU5 6RAMINEU5 'VARIE6ATU5' / VARI6ATED ACORU5 1 GAL. FULL FOLIAGE, 36O.G. &ROLMOOYER ® VINGA MINOR / DWARF PERRIY41NKLE I GAL. 56" O.G. GOTONEA5TER DAMMERI 'CORAL BEAUTY' / BEARBERRY GOTONEA5TER I GAL. 56" O.G. 3"-5" GOBBLES SEE SPECS. 0 50D LAWN SEE SPECS. BARKLAY LO GROWTH MIX SEE SPECS. 10% BARCLAY PERENIAL RYE6RA55 2096 PENNLAWN RED CREEPING FESCUE 10% AURORA HARD FE50UE LANDSIGAFE NOTES I. GENERAL CONTRACTOR TO CLEAR AND GRUB ALL NEW LANDSCAPE AREAS AND SET 5U66RADE5 AT 6" MINUS FINISH ELEVATION. TOLERANCE FOR 5U56RADE5 TO BE +/- 1/10'. PLANT TREES H16H ENOUGH TO ALLOW POSITIVE DRAINAbf AWAY FROM ROOT€ DEG I DUOU5 TREE PLANTING NT5 N SECURE TRUNK WITH DOUBLE STRAND OF 14 6AU6E 6ALV. WIRE WRAPPED IN CLEAR VINYL. TWIST TIGHT 2" DIA. "BVC" L006EPOLE PINE TREE STAKES WITH 6" CONICAL POINT 36" DIA. TREE WELL5 IN LAWN AREAS. FILL WITH 2" OF SPECIFIED MULCH REMOVE TOP 1/5 OF BURLAP. LOOSEN WIRE BA5KET5 BA( KFILL PIT WITH 50% TOPSOIL AND 50% NATIVE SOIL. ADD SPECIFIED FERTILIZER TO MIX `•�i'` ,.), Wit' X CURB, HEADER, OR PAVING NOTE: SPACING FOR 6ROUNDCOVER TO BE TRIANGULAR PER DISTANCE SHOWN ON PLANT SCHEDULE. PLANTING 5PACIN6 DETAIL NTS CLEAR VINYL TUBING AT 2/3 TRUNK HE 16HT 3 DOUBLE STRAND #14 6AUGE STEEL WIRE. TW15T T16HT REMOVE BURLAP AND/OR WIRE BASKETS PLACE 24" LONG 3/4 WHITE PVG PIPE OVER WIRE FOR SAFETY IDENTIFICATION TRIANGULATE 3 NEW 2" X 4" X 24" FIR WOOD STAKES 2" BARK MULCH Landscape Architecture 321 Park Place Center, Suite 117 Kirkland, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 8221105 DATE I 155UE 12/1/gq 1 BID 5ET 4/10/00 I U CITY REYI510N5 DE516NM: GB DRAWN: DGH CHECKED: GB DATE: 10-22-aq NOTE: I. TRIPLE STAKE ALL CONIFERS OVER 10' HT. 2. PLANT TREES HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM FOOT BALL STATE OF (`�n Vv TON REGISTERED LANDS`AAPE AR, QWAM A. BROWN CONIFER TREE PLANTING CERTIFICATE NO.501 NM 5"-a" D I AM. WA5HEO GOBBLE MAINT. STRIP 24GOBBLE LINE 1/2" BELOW 2. LANDSCAPE CONTRACTOR SHALL SCARIFY SU56RADE5, PLACE 6" OF O 0 00 0 0 0 0 SPECIFIED 501L MIX AND AMENDMENTS IN ALL NEW PLANTING AREAS O O O O O O O 0 (REFER TO DETAIL FOR PLANTING ISLANDS) AND THOROUGHLY ROTOTI LL z_ 00 00 0 O 0 O THE 50IL/AMENDMENT5 INTO THE 506RADE PER THE SPECIFICATIONS. O 000 0 0 0 0 0,00,0 o0,000 3. GROUND COVER SHALL BE INSTALLED CONTINUOUS UNDER ALL TREES jr AND SHRUBS. MAINTAIN AN 15" SETBACK FOR GROUND COVER FROM THE O 0 O O (� Oit (� BASE OF TREES AND SHRUBS. " DEPTH OF SPECIFIED MULCH TO BE APPLIED IN ALL LANDSCAPE BEDS. 4. 2 _ 6ROUN000VER, WHERE SPECIFIED, TO BE PLANTED FOLLOWING APPLICATION OF MULCH. 5. NO PRE -EMERGENT HERBICIDES SHALL BE APPLIED TO ANY GROUND COVER BEDS. GOBBLE MAINTENANCE 5TRIP 12" DIAN NO MULL TURF OR LANDSCAPE BED DURAED6E STEEL EDGING 14 GAUGE 6" DEPTH WITH (4) 12" STAKES PER 10' SECTIONS COMPACTED SUB6RAVE W 2 X ROOTBALL DIA. 5HRUB PLANTING DETAIL NT5 SET GROWN AT NURSERY HE16HT PLUS 1-i/2" 2" SPECIFIED MULCH BACKFILL PIT WITH LOOSE FREE DRAINING TOPSOIL. ADD AMENDMENTS AS DIRECTED BY RESPONSIBLE OFFICIAL. SCARIFY ROOTBALL ONLY ON CONTAINER MATERIAL. REMOVE BURLAP ON 5$0 MATERIAL CARE 15 TO BE TAKEN NOT TO CRACK ROOTBALL. Reoord Drawing Certificafion 77mm drawngs owabnn m the CbmYac oes cmWim Iron two BY Date 77*1Pbsltdon Confirmed by Cliy.• Dde PROJECT REP. FACOO50-qq This plan sheet conforms with the City of Aubwn Pk"ng Department minimum landscape regdmIents Aqwved Br "'" . Dote Approved:. 0) W 0 Z a Z Q W J D 113 Z V a: W Z W V J Q D in >. Z ii- <t -z? a: :) ® w W V z M = V 3 tJ) z LL �d Q L 1 m 3 6. REFER TO CIVIL ENGINEERING PRAWINC75 FOR GRADING, DRAINAGE AND UTILITIES INFORMATION. REFER TO ARCHITECTURAL DRAWIN(75 FOR 51TE LAYOUT. P #99068FIS WD ISV 1 483 !o3 V IN, 1- 8 4, i']l ag kl o 9 -4- F-I.W 'ONC 0 15, 30, bol 50ALE . 1 50' - 0 M, tJ lu lu lu 120, IN PROJECTMOr. F',AC-**S6-99 WLb 071's 99 321 PSA Plooe COft, Soft 117 Kffkhu'W, WA OSM-SM Telophow 4n 40 SM FSCWwft 4U 021105 F16 .44 r.,* ZAR mmmmpal* a: ui 1 z w z 0. M z cl)o. 0 Z !- < z M C) W 01- 3: a: POM IUL ago lie 4c L2.1 Landscape Architecture 321 Park Place Center, she 117 KkNand, WA 911111033-111M Telephone 425422 5M Facsimile 425= IM p ,,,w--. ----\ '"41KIZ-: 40- 4 0 1T-z --s,A -Lr�1�Z_ _31114a.. - - - - - ---- 40- -A,,X -.40, - - Zft _zn DATE 1551 12/i/qq 130 5ET 4114loo A cily pzvtvow _Ara. e5 a 5 sT a a a �68 a a b 5 a a a I Pr _JaL -A&L All _A%L 1w a -A is's AII T :22 10 10 rol tb T adi H e5 a 2A 10 10 a (2 (ZEST 10 10 22 !I 140 — — — — — — — — — — — — — — — — — — — ---Err T& --------------- ---------------------- --------- ------------ (26) CFI (11) 5H (241) 5H -- ----------------------- ------------------------------------------------------------------------------ -_ r .:.� F wµ n.. -------------------------------------- ------------- ------- y L E V j-, LA E 1111',3 AS N 0 15, 50, 901 5CAI-E: Ill = 501 - 011 120' I 71ww alvWill coWam iv ft Calilkwbill cawkw9w twwl & Daft T"/AMWW Cw*"md by Dde PROLli REF: CAC 00 " - 99 $Lb 0-71 - 99 These piam am appillillowd for confomxIll w1h the My of Aubillill Enowl Matill rvqu*wwtL 4> +/111/00 Awmved W. Dote AAwoved. Al STATE OF WASHINGTON REGISTERED A E LANDSCA;C A A _ WILIJAV A. BROWN CERTIFICATE NO. 501 Cr w z w (a) Mai z low a. V) z 0 Z F_ z M < 0 Cr w 0 0 X (.9 a: z Um � oc L2.2 1P ii-, ("') \ "9058FIS 'dol � All rr 0 ­_ _�'pfj IRRIGATION 50HEDULE SYMBOL DE-SGRIPTION P6.1. RADIUS &P.M. 015 RAINBIRD 1806-5AM-PR5-15F, 6" POP-UP SPRAY 30 15' 5.1 I5 RAINBIRD 1806-5AM-PR5-15H, 6" POP-UP SPRAY 30 15, 1.65 d 15 RAINBIRD 1806-5AM-PR5-150, 6" POP-UP SPRAY 30 15, 0.q3 15 RAINBIRD 1806-5AM-PR5-15VAN, 6" POP-UP SPRAY 30 15' 1.85 0 12 RAINBIRD 1806-5AM-PR5-12F, 6" POP-UP SPRAY 30 12' 2.60 a 12 RAINBIRD I806-5AM-PR5-12H, 6" POP-UP SPRAY 30 12' 1.50 b 12 RAINBIRD 1806-5AM-PR5-120, 6" POP-UP SPRAY 30 12' 0.65 12 RAINBIRD I806-5AM-PR5-12VAN, 6" POP-UP SPRAY 30 12, 1.42 010 RAINBIRD 1806-5AM-PR5-1OF-LA, 6" POP-UP SPRAY 30 10, 1.51 Rio RAINBIRD 1806-5AM-PR5-IOH-LA, 6" POP-UP SPRAY 30 10, 0.1q h. io RAINBIRD 1806-5AM-PR5-100-LA, 6" POP-UP SPRAY 30 10' 0.314 io RAINBIRD 1806-5AM-PR5-I0VAN, 6" POP-UP SPRAT 30 10, 1.22 05 RAINBIRD I806-5AM-PR5-SF-FLT, 6" POP-UP SPRAY 30 8' 1.51 � a RAINBIRD I806-5AM-PR5-SH-FLT, 6" POP-UP SPRAY 30 8' 0.1 d a RAINBIRD 1806-5AM-PR5-S0-FLT, 6" POP-UP SPRAY 30 8' 0.31 a RAINBIRD I806-5AM-PR5-SVAN, 6" POP-UP SPRAY 30 8' 1.11 a 5 RAINBIRD I80(6-5AM-PR5-PG5-040, 6" POP-UP SPRAY 30 5' 0.40 d 5 RAINBIRD 1806-5AM-PR5-PG5-020, 6" POP-UP SPRAY 30 5' 0.20 5 RAINBIRD 1806-5AM-PR5-6-VAN, 6" POP-UP SPRAY 30 5' 0.34 0 15 RAINBIRD I806-5AM-PR5-15E5T, 6" POP-UP SPRAY 30 4'XI5' 0.61 0 is RAINBIRD I806-5AM-PR5-1555T, 6" POP-UP SPRAY 30 4'X30' 1.21 $ 0 RAINBIRD 1804-5AM-PR5, 4" POP-UP SPRAY (NOZZLE A5 ABOVE). SERVICE LINE 0`0 0°� o ° o oo � o � oo� 00 0 000 °g ov v io 8 0 0 8 0° DRAIN ROCK MIN. 12" DEPTH IRRIGATION DEDUCT METER SEE CIVIL DW65. CITY APPROVED VAULT Al LID ANGLE VALVE F_5HUT OFF 6ALV. PIPE STUB OUT FROM METEF POINT OF CONNECTION NT5 DOUBLE CHECK VALVE A55EMBLY INSTALL PLUG5 IN TEST COCKS (TYP) QUICK COUPLING VALVE MASTER VALVE °° ° � o °° ° 0°0 0 0 °$ o ° ° � ° � DRAIN ROCK MIN. 12" DEPTH z N PVC, LATE LINE "ALL POP-UP SPRINKLER HEADS ABOVE GRADE AND ADJUST TO 5H GRADE. SEE PLAN FOR MODEL > BRAND 5H GRADE 1ARLEX FITTING SPIRAL BARB "IN65 �6 PIPE (IS" MAX.) 50H. 40 ELL (OR TEE) NOTE: TH15 DETAIL APPLIES ONLY TO POP-UP SPRAY SPRINKLER HEADS. INSTALL ALL STREAM ROTOR SPRINKLER HEADS ON TRIPLE SWING ASSEMBLIES POP-UP HEAD / FUNNY PIPE NT5 m 22 RAINBIRD T-BIRD (T-6PC-T22-2.0), 6" POP-UP ROTOR 35 21' 110 (NOZZLE AS NOTED). h m 40 RAINBIRD T-BIRD (T-6PG-T40-3.0), 6" POP-UP ROTOR 35 35' 3.50 (NOZZLE AS NOTED). WALL FINISH GRADE ® 1-1/2" FEBGO 805 Y, DOUBLE CHECK VALVE ASSEMBLY WITH BUILDING 1/2" IN LAWN AREAS RAINBIRD I50-PEB 1-1/2" MASTER VALVE 2" IN BED AREAS ® GAR5014 6" VALVE BOX © RAINBIRD E5P-24MG, MULTI -PROGRAM HYBRID CONTROLLER AUTOMATIC CONTROLLER 12" MIN. HARD5GAPE WALL MOUNT GLEARANCE ... ,,.r. ADD ALTERNATE I FOR EACH CONTROLLER PROVIDE (1) RAINBIRD E5P-MIB-TA, TWO -WIRE DATA 120 V POWER BY OTHERS PATH INTERFACE BOARD KIT QUICK COUPLING VALVE CONNECT CONTROLLERS TO CCU W/ PE-Sq WIRE PROVIDE (1) RAINBIRD GGU-6-AM, CLUSTER CONTROL UNIT PEA GRAVEL PROVIDE W/ MAXIGOM2 5OFTWARE AND DEDICATED PHONE LINE TO 6ALV. NIPPLE TO CLUSTER CONTROL UNIT. INSTALL NEXT TO CONTROLLER 0.`� Q (3) 6ALV. STREET ELLS 2" P.V.G. CONDUIT FOR CONTROLLER WIRE5 �000�o ` 1— PVG FITTING RRIGATION NOTES I. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. PROTECT ALL NEW AND EXI5TIN6 UTILITIES. PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICT BETWEEN PROP05ED WORK AND OBSTRUCTIONS. 2. CONTRACTOR SHALL VERIFY EX15TI N6 PRE55URE AND FLOW FROM G I TY MAIN. PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICT BETWEEN PROP05ED WORK AND EXI5TIN6 PRE55URE AND FLOW. 3. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PR06RE55, STRUCTURES, UTILITIES, WALK5, CURBS, PAVED SURFACES AND EXISTING LANDSCAPE AND IRRIGATION TO REMAIN DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION i'NORK. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 4. IRRIGATION GONTRAGTOR SHALL OBTAIN AND PAY FOR ALL NECE55ARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR TH15 WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURE'S SPECIFICATIONS. 5. PRE55URIZE MAINLINE TO 100 P51 FOR A PERIOD OF 2 HOURS CHECK ALL JOINTS AND CONNECTIONS FOR LEAKS AND REPAIR AS REQUIRED. PROVIDE WRIITEN DOCUMENTATION THAT A PRE55URE TEST HAS BEEN COMPLETED WITH NO MORE THAN 5 P51 L055 DURING THE TEST DURATION. 6. UPON THE COMPLETION OF IRRIGATION WORK, OPERATE THE SYSTEM IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. ADJUST AS REQUIRED. 7. GUARANTEE ALL MATERIALS AND WORKMAN5HIP FOR A PERIOD OF ONE YEAR GOMMENGIN6 AT THE TIME OF FINAL ACCEPTANCE. THIS GUARANTEE DOES NOT APPLY TO WORK OR DAMAGE DONE TO THE IRRIGATION 5Y5TEM BY OTHERS AFTER FINAL ACCEPTANCE. 8. PRIOR TO FINAL ACCEPTANCE PROVIDE THE OWNER WITH A SET OF CLEARLY DRAWN REPRODUCIBLE RECORD DRAWIN65 SHOWIN6 ACTUAL LOCATION AND TYPE OF IRRIGATION ELEMENTS INSTALLED. FINISH GRADE 2" P.V.G. 5WEEP ELL NOTE: INSTALL ALL WIRING PES AUTOMATIC CONTROLLER / MALL MOUNT NT5 %2" IN LAWN AREA5, 2" IN BED AREAS PROVIDE FOR A 24" LOOP OF EXCESS WIRE 3M DRY SPACE CONNECTORS STANDARD CARSON 12" VALVE BOX FIN15H GRADE ELECTRIC CONTROL VALVE PVG 50H. 80 T.O.E. NIPPLE (SIZE FOR VALVE) � ° � og PVG SXS 100 �o� ova o a �00 °� ° ° PVG CLA55 200. (SAME A5 NOTED) — MAINLINE PEA GRAVEL REMOTE CONTROL VALVE NT5 56H. 40 PVG MAINLINE TEE PVG MAINLINE NOTE: ALL 6ALV. FITTINGS TO BE PAINTED WITH ROOFING TAR EMU510N QUICK COUPLING VALVE NT5 COMPACT 506RADE PER BAGKF I LL 4 TRENGH I N6 SPECIFICATIONS PAVING IIII=IIIII�; �°--IIIIII II=1: IIIIII� : . IIII: -11 1 11 a—� I • IIII1i 0 1{ I. 1111t k1tt°=11 • • • • 5LEEVING DETAIL TRENCHING DETAIL NT5 TOPSOIL PVG LATERAL PVG MAIN VALVE WIRING Record Drawing Certification These drawings conform to the Contradoes construction record& & Date Tide/Position Confirmed by Date PROJECT REF !r'6S"SO - 99 F3C.D 0-1Uat- 99 These plans are app►mwed for conformance with the City of Auburn's Engineering Division requirements. off roved 4/� 8 ` App /oo By Date Approved. m a Landscape Architecture 321 Park Place Center, Suite 117 KirMend, WA 98033 - 6238 Thone 425 822 5895 Faeslmile 425 8221105 DATE 155UE 12/1/aq BID 5ET 4/10/00 CITY REVISIONS DE516NED: GB DRAWN: DGH GHEGKED: GB DATE: 0-22-44 STATE OF WASHINGTON REGISTERED LANDSCAPE AR TECT WLLIAM A. BROWN \ CERTIFICATE NO. 501 W 110- 0 z 0 z Cn J Q W Uj z W,,,,,r,,, 0 Z D 0 w "�. m UL Y Q L2.3 r CALL BEFORE YOU DIGS 1-800-424-5555 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE -PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIUNS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY OF AUBURN GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE PUBLIC TRAVELING ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY IF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. CONTRACTOR IS FULLY RESPONSIBLE FOR THE PROTECTION OF EXISTING UTILITIES. 9. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES TWELVE (12) INCHES OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 10. 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. 11. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE (5) FEET. 12. 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. 13. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 14. CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "CERTIFIED AS -BUILT REQUIREMENTS." 15. WHEN UTILITY EASEMENTS ARE REQUIRED, THE MINIMUM WIDTH SHALL BE 15 FEET, DEPENDING ON DEPTH AND LOCATION, AND NO PERMANENT STRUCTURE SHALL BE CONSTRUCTED WITHIN A DISTANCE OF 10 FEET OF SAID EASEMENT. 16, THE CITY OF AUBURN HAS ESTABLISHED TYPICAL TRENCH EXCAVATION AND BACKFILL DRAWINGS TO BE USED FOR THE INSTALLATION OF UTILITIES. REFER TO THESE DRAWINGS FOR DETAILS BEFORE STARTING CONSTRUCTION. 17. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORDINANCE, SECTION NO. 18.50. 18. FOR MH & CB RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT ADDING NEW SECTIONS. 19. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING. 20. 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). 21. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT LADEN STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO THE CITY OF AUBURN'S STORM DRAINAGE SYSTEM OR ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. A PORTION OF THE S.W. 1/4, SEC. 31, TWP. 22 N., RGE. 5 E., AND THE N.W. 1/4 OF SEC. 6, TWP. 21 N., RGE. 5E., W.M. AS- BOIL T 1=100' R- L=103.81'=439.02' D=13'32'51 " -7i \N Ir_ -r-\ A AI VL_LJ IVI I z 4 o� Q 00 C v PJ a W0 115.73 ' N 14'19'23" W L=113.76' - R=480.00 D=13"34'45" N 89'15'59" E 440.95 -7 A Al L_\JI NC_L) IVI I LEGEND: 3%00 N 0'41 58 W EXISTING GAS_.___....._.._ .._..._._. ;...-.....__..__..._....................... STORM DRAINAGE _ - SD- - - WATER ;� .............. ....._ _. -,_ SS SANITARY SEWER - _ _ OVERHEAD POWER P(0H)_.._..----------_...._............. UNDERGROUND POWER ..................................I:OUG)..................... _... ASPHALT PAVEMENT TYPE I ASPHALT PAVEMENT TYPE II ASPHALT PAVEMENT TYPE II WITH SEAL COAT CONCRETE SIDEWALK GROUND SPOT ELEVATION CONTOURS JUNCTION BOX LUMINAIRE FIRE HYDRANT WATER METER 7 /1 N I r- r1 A A'1 L_\JI VL_LJ IVI 1 10' BUILDING SETBACK N 89' 13'28" E 763.43' x- - -- - - --- --- - - - --- -- s.. r.. rn 101 of to Do ---- - - --- -- I ob z....... ...:.... '....:.: ....... ....... ...... _ rJ :..... ,... ; ....... ::... ....... ; I PROPOSED G SD W SS P(OH) P(UG) a J 48.5 n I RPS BUILDING FF = 53.0 L_\JI VL_LJ L_\JI NL_LJ --10' BUILDING SETBACK w V) ,67 NE PROJECT LOCATION 3 40TH ST 37TH ST NE 37TH ST NE 0 W } Z �_ w �- Z Z� N O m Z X a Q W s� O Z Z-: AUBURN MUNICIPAL Z AIRPORT J ao VICINITY MAP LEGAL DESCRIPTION: PROPOSED LOT 1: A PARCEL OF LAND LYING WITHIN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON, COMPRISING A PORTION OF LOT 1, LOT 9 AND LOT 10 OF THE PLAT OF EMERALD CORPORATE PARK, AS RECORDED IN VOLUME 187 OF PLATS AT PAGES 45 THROUGH 51, RECORDS OF KING COUNTY, WASHINGTON, THE BOUNDARIES OF WHICH ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 OF THE ABOVE -REFERENCED PLAT; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID LOT 1, BEING THE SAME AS THE NORTH MARGIN OF 37TH STREET N.E., ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH WHOSE RADIUS POINT BEARS SOUTH 00' 44' 32" EAST, 1027.45 FEET DISTANT, THROUGH A CENTRAL ANGLE OF 05' 43' 56" A DISTANCE OF 102.79 FEET TO A POINT OF REVERSE CURVATURE; THENCE CONTINUING WESTERLY ALONG SAID SOUTH LINE OF LOT 1 ALONG SAID CURVE CONCAVE TO THE NORTH WHOSE RADIUS IS 967.45 FEET THROUGH A CENTRAL ANGLE OF 05' 44' 22", A DISTANCE OF 96.91 FEET; THENCE CONTINUING ALONG SAID SOUTH LINE OF LOT 1 AND THE SOUTH LINE OF SAID LOT 10, SOUTH 89' 15' 59" WEST, A DISTANCE OF 481.87 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST WHOSE RADIUS IS 42.00 FEET; THENCE WESTERLY AND NORTHERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 10 ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 59' 23" A DISTANCE OF 65.97 FEET; THENCE NORTH 00' 44'38" WEST ALONG THE WEST LINE OF LOT 10, ALSO BEING THE EASTERLY MARGIN OF "C" STREET N.E., A DISTANCE OF 459.95 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST, WHOSE RADIUS IS 480.00 FEET; THENCE NORTHERLY AND WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL_ ANGLE OF 13' 34' 45" A DISTANCE OF 113.76 FEET; THENCE NORTH 14' 19' 23" WEST, ALONG THE WEST LINE OF SAID LOT 9 IN THE EASTERLY MARGIN OF "C" STREET N.E., 115.73 FEET; THENCE NORTH 89' 13' 28" EAST A DISTANCE OF 763.43 FEET TO A POINT ON THE EAST LINE OF LOT 1; THENCE SOUTH 00' 46' 32" EAST ALONG SAID EAST LINE OF LOT 1, A DISTANCE OF 717.68 FEET TO THE POINT OF BEGINNING. F . D M YLAR PLANS "VIEVTM'�ChECKED OUT FOR REVi V,1i3 /'AS-BUILTS Phone: L� SITE DATA: INDEX TO SHEETS: DEVELOPER/OWNER. RPS INCORPORATED C1 of 6 SITE DATA 1000 RPS DRIVE CORAPOLIS, PENNSYLVANIA 15108 C2 of 6 GRADING AND STORM DRAINAGE PLAN CONTACT: MATT ANGLE (412) 859-2646 C3 of 6 SANITARY SEWER AND WATERMAIN EXTENSION PLAN ZONING: C4 of 6 SECTIONS EXISTING ZONING: M-1 C5 of 6 NOTES AND DETAILS PROPOSED ZONING: M-1 C6 of 6 NOTES AND DETAILS DATUM CITY OF AUBURN SL1 of 1 STREET LIGHTING AND ELECTRICAL PLAN B.M.: TOP OF MOH. IN CASE AT L1 of 4 LANDSCAPE -PLANTING PLAN INT'X OF "C" ST. N.E. & 37TH ST. N.E. L2 of 4 LANDSCAPE -PLANTING NOTES AND DETAILS ELEVATION=48.55 L3 of 4 LANDSCAPE -IRRIGATION PLAN SITE ADDRESS: L4 of 4 LANDSCAPE -IRRIGATION NOTES AND DETAILS N.E. CORNER OF INTERSECTION OF 37TH STREET N.E. AND 'C' STREET N.E. PARCEL NO. 232973-0100, 232973-0010 WN ARCHITECTURE 513 NW 13TH AVENUE 300 PORTLAND OREGON 97209 TEL 503 827 0505 FAX 503 827 0506 �n FDA' Company RPS INC. AUBURN D STR BUT ON FACILITY AUBURN, WASHINGTON co 0 r PROJECT NO.: 99 093 FILE: DRAWN: DATE: 99 09 01 REVISION: DESCRIPTION: Qj 11 /1 /99 REVISED PER CITY REVIEW Q 11/29/99 REVISED PER CITY REVIEW A3 01 /03/00 REVISED PER CITY REVIEW 0 Designed NJM Scale: MFB Drawn Horizontal Checked NJM 1"=100' Approved DKB Vertical 8/25/99 N/A Date i 1 q�S i 1 d n U 0 1. cis 4y, HG E N G`N LL 18215 72ND AVENUE SOUTH KENT WA 98032 AS-BUIL , (425)251-6222 (425)251-8782 FAX CONTACT: ALI SADR < CIVIL ENGINEERING, LAND PLANNING, < SURVEYING, ENVIRONMENTAL SERVICES C REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIDDEN WITHOUT THE SPECIFIC WRITTEN PERMISSION OF WPH ARCHITECTURE PC. THIS DRAWING IS ONLY CONDITIONALLY ISSUED, AND NEITHER RECEIPT OR C POSSESSION THEREOF CONFERS OR TRANSFERS ANY RIGHT TO, OR LICENSE TO, USE THE SUBJECT MATTER OF THIS DRAWING OR ANY TECHNICAL INFORMATION SHOWN THEREON, NOR ANY RIGHT TO REPRODUCE THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN AUTHORIZATION OF WPH ARCHITECTURE PC. E c JOB NUMBER: 7249 SHEET TITLE: SITE DATA Record Drawing Certification FAC 0028-99 / S� �� �y PROJECT REF.-� / � Y' . B - ��� p AS MF L These plans are approved for conformance with the City of �� `` I EARTHWORK These drawings conform to the Contractor's construction records. Auburn s Engineering Division requirements. o FILL=60,000 CY By Date c c r } 25672 �� = CUT=9,700 CY Title/Position Approved By: �/�'/ " -� F f'C l S 10- Confirmed by Clty: Date Date Approved: J lAilo0 NA L ENG\ SHEET NO.: C EMPIRES ( (� C I OF 6 IL