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GRA22-0041 - AS BUILT PLANS
CONSTRUCTION SEQUENCE 1. MARK CLEARING AND GRADING LIMITS. 2. CALL CITY INSPECTOR TO INSPECT CLEARING AND/GRADING LIMITS 3. INSTALL SILT FENCING. 4. CONTACT CITY INSPECTOR TO INSPECT EROSION CONTROL MEASURES 5. CLEAR AND GRADE SITE PER PLANS WHILE IMPLEMENTING AND MAINTAINING TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES AT THE SAME TIME 6. BEGIN SOIL AMENDMENT SEE EMIR T513 POST -CONSTRUCTION SOIL QUALITY AND DEPTH ON SHEET 5 7. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR ONE DAY DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT S. STABILIZE ALL AREAS THAT REACH FINAL GRADE 9. SEED OR SOD ANY AREAS TO REMAIN UNWORRIED FOR MORE THAN 2 DAYS OR 7 DAYS DEPENDING ON THE SEASON. SEE THE GRADING AND EROSION CONTROL NOTES. 10 CONTACT CITY INSPECTOR FOR APPROVAL OF PERMANENT EROSION PROTECTION AND SITE GRADES. 11. UPON SITE STABILIZATION, REMOVE EROSION CONTROL MEASURES AS PERMITTED BY THE CITY INSPECTOR AND REPAIR PERMANENT EROSION PROTECTION AS NECESSARY 12 MONITOR AND MAINTAIN PERMANENT EROSION PROTECTION UNTIL FULLY ESTABLISHED. GRAPHIC SCALE 60 0 30 60 120 1" 60' 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS, ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (CURRENT EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT COMMUNITY DEVELOPMENT & PUBLIC WORKS AT (253) 804-5076 TO SCHEDULE A MEETING 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (ROW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND CABLE). 5. IF A PROPOSED HAUL ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SERA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK ALSO, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES, AS DETERMINED BY THE CITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 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 7. 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. CIVIL CONSTRUCTION PLANS FOR HUTTIG YARD A PORTION OF N. 1/2 N.E. 1/4, SEC. 13, TWP. 21 N., RGE. 4 E., W.M. CITY OF AUBURN KING COUNTY. WASHINGTON DEVELOPER/OWNER; HUTTIG, INC JEFF ALIMENT, GENERAL MANAGER AUBURN CELL(509) 308-9663 JALIMENT®HUTTIG.COM 525 "C" STREET NW AUBURN, WA 98001 PHONE (253) 288-1280 \y L19- I=.=;: DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253) 333-2200 CONTACT PERSON: ALEX POBLETE, P.E. ALEXODMP-INC.US DALEY-MORROW-POBLETE, INC 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE (253) 333-2200 CONTACT PERSON' DENNIS BAKER, P.L.S DENNISODMP-INC US SRE Ff;ORMATM: SITE ADDRESS: 601 "C" ST NW AUBURN, WA 98001 PARCEL NO 132104-9001 PARCEL SIZE 589,2503 SF (13.532 ACRES) ZONING M2 HEAVY INDUSTRIAL DISTRICT STORM PERMIT IMPACT M2 TOTAL DISTURBED AREA = 74,930 S.F. TOTAL NEW & REPLACED HARD SURFACE = 61,693 S.F. - — - - TOTAL NEW HARD SURFACE = 0 S.F. ------_-_------- - ------- M2 M2 STORM SYSTEM DEVELOPMENT CHARM TOTAL EXISTING HARD SURFACE 276,666 S.F. (PRE VIOLATION) TOTAL NEW HARD SURFACE 61,693 S.F. NEW CHANGE 61,693 S.F. TOTAL HARD (NEW & REMAINING EXISTING) SURFACE. 338,359 SF EARTHWORK QUANTITIES CUT = 0 C.Y. FILL = 105 C Y. (+571 `+) NET EXPORT = 0 C.Y TOTAL EARTHWORK = 571 CY NON -BUILDING RELATED PERMITS MISCELLANEOUS: GRA22-0041 - GRADING STMXX-XXXX - LEVEL 2 STORM WATER (WTR) (1) - IRRIGATION WATER METER BACKFLOW (BFL) (1) - DCVA IRRIGATION TABLE OF CONTENTS SHEET NUMBER TITLE OF SHEET 1 Cover Sheet 2 Horizontal Control Plan 3 Existing Conditions 4 TESC Plan 5 Grading and Construction Plan 6 Fire Access 7 Site Photometrics S Sight Distance Plan 9 Landscape Demo Plan 10 Landscape Planting Plan 11 Landscape Notes & Details 12 Landscape Details 13 Landscape Irrigation Plan 14 Landscape Irrigation Notes & Details 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO ACCEPTANCE REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT" HANDOUT. SUBDIVISION OF. FOUND a XCONIC NE1/4 SEC 13, T-21N, R-4E W.M. GDR., SEC 13 MON WITH BRASS PIN FOUND "X" ON 2-1/2" (VISITED NOV '17) BRASS DISK STAMPED AS COA.SM 707-006 ILLUSTRATED IN CONC, IN N118079.292 CASE (VISITED NOV '17) E129168416 C O A S M 606-007 COS—_ _ NS6R2'29"W 2658. 86YM) N117911.28 1`3n - - - E1294337.90122 CHI NI/2 M/2 M/2 NEi/4 — - — — 10 18 1/256 - - _ �586'21'34 _E 2656 80'� 127 974/dl n NNN 31/2 N1/2 N1/2 NM/4 13 18 / 1 /256 CNN T21N RANGE 4-5 E 1 /64 2654 73' AUBURN AN /6+ s o s 31/2 NI/2 NE7/4 �Iv¢� 6 ryU2 ON S86'1847E 265059' � <m m 1/16—_—_—_—_— zl N rve0 s wti IENO n SJ/2 NE1/4 EAST 1/4 COR, SEC 13 FOUND PUNCH IN 3" CENTER OF SECTION 13 BRASS DISK IN CONC, IN FOUND PUNCH IN 2" BRASS CASE "AUG GPS T27' �I DISK IN GONG, IN CASE 543E 2.6' FROM 2ND I (VISITED NOV '17) MONUMENT IN CASE C O.A.319 807-004 (VSTED NOV '17) N115433 58 C 0 AS M 808-033 Et291630=9 Ni 1526681 E1294266B1 N86'IS'03^W 2642 32'(M) - �1318 GRAPHIC SCALE 500 O 250 500 1000 ( IN FEET ) 1 inch = 500 it LEGEND CO. A.S.M CITY OF AUBURN SURVEY MONUMENT LEGAL DESCRIPTION: THAT PORTION OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING BETWEEN THE WESTERLY MARGIN "C" STREET NORTHWEST SAID STREET BEING CONTIGUOUS TO THE RIGHT OF WAY OF THE BURLINGTON NORTHERN RAILROAD, AND THE EASTERLY MARGIN OF "IT" STREET NORTHWEST SAID STREET BEING CONTIGUOUS TO THE RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY. EXCEPT THE WESTERLY 355.0 FEET THEREOF. AND THAT PORTION OF THE NORTH 180 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, LYING WESTERLY OF AND BEING CONTIGUOUS WITH THE WESTERLY MARGIN OF "C" STREET NORTHWEST, AS CONVEYED TO THE CITY OF AUBURN AND RECORDED IN DEEDS UNDER KING COUNTY RECORDING NUMBER 7206150475, SAID STREET BEING A 60 FOOT STRIP CONTIGUOUS TO AND WESTERLY OF THE RIGHT OF WAY OF THE BURLINGTON NORTHERN RAILWAY COMPANY. AND SAID PORTION LYING EASTERLY OF A LINE DESCRIBED AS FOLLOWS BEGINNING AT THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID NORTH 180 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER WITH THE EAST RIGHT OF WAY LINE OF "IT" STREET, NORTHWEST, ALSO KNOWN AS COUNTY ROAD AND 76TH AVENUE SOUTH, AS SAID EAST RIGHT OF WAY LINE IS ESTABLISHED 20 FEET FROM THE CENTER LINE OF SAID "H" STREET AT WHICH POINT SAID EAST RIGHT OF WAY LINE BEARS NORTH 01414718" EAST, THENCE SOUTHEASTERLY ALONG THE NORTH LINE OF SAID SUBDIVISION 35531 FEET TO A POINT 355 FEET EAST, AS MEASURED AT RIGHT ANGLES, FROM THE SAID EAST RIGHT OF WAY LINE OF SAID "IT" STREET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE; THENCE SOUTH 01'1418" WEST 180.16 FEET, MORE OR LESS, TO THE SOUTHERLY LINE OF SAID NORTH 180 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER AND THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, WHICH PARCEL IS CONTIGUOUS WITH AND EXTENDS WESTERLY FROM THE WESTERLY MARGIN OF "C" STREET NORTHWEST, AS CONVEYED TO THE CITY OF AUBURN AND RECORDED IN DOCUMENTS UNDER RECORDING NUMBER 7112090403, SAID STREET BEING A 60 FOOT STRIP CONTIGUOUS WITH AND WESTERLY OF THE RIGHT OF WAY OF THE BURLINGTON NORTHERN RAILWAY CO., AND SAID PARCEL LIES EASTERLY OF A LINE DESCRIBED AS FOLLOWS; BEGINNING AT A POINT OF INTERSECTION OF THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER WITH THE EASTERLY RIGHT OF WAY LINE OF "H" STREET NORTHWEST, ALSO KNOWN AS COUNTY ROAD AND 76TH AVENUE SOUTH, AS SAID EASTERLY RIGHT OF WAY LINE IS ESTABLISHED 20 FEET FROM THE CENTERLINE OF SAID "IT' STREET, AT WHICH POINT THE EASTERLY RIGHT OF WAY LINE BEARS NORTH 0114'18" EAST; THENCE SOUTH 86'21'44" EAST ALONG THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER, A DISTANCE OF 35505 FEET TO A POINT ON SAID NORTHERLY LINE 355 FEET EASTERLY, AS MEASURED AT RIGHT ANGLES, FROM THE SAID EASTERLY RIGHT OF WAY LINE OF SAID "IT" STREET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE, THENCE SOUTH 011418" WEST TO THE POINT OF INTERSECTION WITH THE SOUTH LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER. EXCEPT PORTION CONVEYED TO CITY OF AUBURN, BY DEED RECORDED UNDER RECORDING NUMBER 7312210312, NORTHWEST CORNER NORTHEAST OUARTER 4" X 4" CONC MON WITH BRASS PIN (VISITED NOV '17) In V a CNNN — a 1 /25256 Lull 0 0 V o s CNN w v64 --- Rec_ "H" STREET VACATED PER ORDINANCE N0. 3021, RECORDING ' No. 7510290664 2 p8 O ? 82AO Opl2 02 $ W: iY No OE EO c :¢ PPEp P PP r° of sS •0.48' OVERLAP 'DEED REC NO. 8607100720 g0720 0b p0 QCD ^32$609 78112707 GE EG P GE P P p R P CO,ASM, " BRA 6 pEE PUNCH IN 2" BRASS DISK IN CONCRETE AT SURFACE COASM 708-014 VISITED OCT. 2017- PUNCH IN 2" BRASS SWD DISK IN CONCRETE 8511210537 AT SURFACE VISITED OCT 2017 C.O ASM. 708-015 1500YQCD 8012080476 ----1--9T mTv " _ 355 29' (CS(35fi air \ Rep' NO9p \\\\ 0 032S0S 7G 20' 1 REC. REC SEE 00A' p2� NW OCR HE 1/4, SEC 13 TO INTERSECTION OF N. LINE, NE 1/4, SEC 13 000A22 WITH NORTHERLY EXTENSION OF MONUMENTED CENTERLINE "C" STREET J��P ,0XO 2 S86-22.29"E 1618 28'(C) P NO �O S 86'22'29" E '618.28' REc CIVIL CONSTRUCTION PLANS FOR HUTTIG YARD A PORTION OF: N. 1/2 N.E. 1/4, SEC. 13, TWP. 21 N., RGE. 4 E., W.M. CITY OF AUBURN KING COUNTY, WASHINGTON 158824'(C) ,00z 61 LOU (sasros'aa^E lsea os' Rs) LEGEND 2' BRASS DISK, NO PUNCH, IN CONCRETE, AT SURFACE 30' 30' -�-- POINT DETERMINED FROM FOUR 2' OFFSET REFERENCE NAILS. C.O A.&M 708-007 UNLESS OTHERWISE DESCRIBED ACCEPTED AS CENTERLINE > PUNCH IN 2-1/2" BRASS DISK OF RIGHT OF WAY. (VISITED OCT '17) CITY OF AUBURN PUS 22954" REFERENCES z N CONC., IN CASE (RO KING COUNTY ASSESSOR'S MAP OF NE 13-21-04, DATED 3/28/2017 0 SET 1/2' DIAMETER REBAR, 2♦" IN LENGTH, tWTH YELLOW CAP "DMP z (VISITED OCT '17) (R2) FIRST AMERICAN TITLE INSURANCE COMPANY THIRD SUBDIVISION GUARANTEE No STAMPED. INC PLUS 22962". z 0 0 z .�. 3986264, DATED JANUARY 11, 2023 (C) CALCULATED w (R3) AUBURN SHORT PLAT AUSP 3-77, RECORDING No. 7703250519 OLD) LEGAL DESCRIPTION ((ORIGINAL) moo z (H) HELD (OCO)QUITCLAIM DEED ao p R4 AUBURN SHORT PLAT AUSP 4-77 RECORDING N0. 7703250520 (M) MEASURED mr "' (RS) RECORD OF SURVEY, RECORDING No 7708249011 3 N1/2 N1/2 (RR) RECORD OF SURVEY, RECORDING No 8007299006. ® STATUTORY WARRANTY DEED, RECORD NO 8511210537 0 , u N1/2 NFt/4 (R7) AUBURN SHORT PLAT, AUSPL 0006-92, RECORDING No. 9301141836. on ^ ;E (RB) AUBURN SHORT PLAT, AUSPL 0009-97, RECORDING No 9712041392. 0 o0 . (R9) AUBURN LOT LINE ADJUSTMENT, AULLA-00-0012, RECORDING No 20001227002710 0 03 (R10) AUBURN LOT LINE ADJUSTMENT, AULLA-03-0003, RECORDING No. 20030319002637 PARCEL NO I S 03'49'42' W ��� 15' INGRESS, EGRESS o - 3H:BB'---�_ AND UTILITIES EASEMENT° SITE BBMCHMARK ORIGINAL __ SEE NOTE 61.a C O.A S ----- M 708-022 PARCEL 'EY 10PEE EASEMENT __- (83) SEE NOT 6. J _ _ _ _ 60' INGRESS, EGRESS C' w -- __________ AND UTILITIES EASEMENT - 1086.33'(C) _ _ _ SEE NOTE 6 C. & D - _ 67H STREET NW. - _ _ _ _ _ _ _ 8" E SWM 8511270537 FEN 41 721 1 PARCEL NO. N 86'20'18"132104-9001 121.11' _ - S86'20'38"E 30.03' (0) (586-204eW 3003' LID) RKO 91, 00020A PEG NOT.Oze AND EXCEPT THAT PORTION OF THE SOUTH 200 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER AND OF THE NORTH 180 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 13, WHICH LEE EASTERLY OF A LINE WHICH BEARS NORTH 03'39'12" EAST, AND WHICH LINE INTERSECTS THE SOUTH LINE OF THE SAID NORTH 180 FEET AT A POINT NORTH 86'20'48" WEST 670 FEET FROM THE SAID WESTERLY LINE OF SAID "C" STREET, EXCEPT THAT PORTION CONVEYED TO THE CITY OF AUBURN BY DEEDS RECORDED UNDER RECORDING NUMBER 7811270780 AND 8511210537. NOTES 1 CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A 5 (FIVE) SECOND THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER THE INITIAL FIELD WORK BY DMP, INC. WAS CONDUCTED IN OCTOBER AND NOVEMBER, 2017 ADDITIONAL FIELDWORK BY DMP, INC. WAS CONDUCTED ON THAT PORTION OF ORIGINAL PARCEL NO. 132104-9001 PARCEL "B") LYING SOUTH OF 6TH STREET N W ALL MEASUREMENTS ARE IN U S. SURVEY FEET. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF THE PARCEL CORNERS IS BY RADIAL SURVEY PROCEDURE, WITH INDEPENDENT MEASUREMENTS. 3. CERTAIN PARCEL CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAP MARKED "DMP INC. PLS 22962 4, THE PURPOSE AND INTENDED USE OF THE TOPOGRAPHIC ELEMENTS DEPICTED ON THIS SHEET IS FOR CIVIL ENGINEERING DESIGN FOR THESE CONSTRUCTION PLANS. THE CONTOURS WERE DERIVED FROM DIRECT FIELD OBSERVATIONS. & THE UNDERGROUND UTILITIES DEPICTED HEREON WERE ASSUMED FROM THE ABOVEGROUND UTILITIES LOCATED BY DMP FOR THE CIVIL ENGINEERING DESIGN FOR THESE CONSTRUCTION PLANS. A UTILITY LOCATING SERVICE WAS NOT CONTRACTED BY THE OWNER FOR THIS PROJECT. 2018 W 104403' 0 1 CO&SM. 708-011PO OCD J312210312 I PUNCH IN 2" BRASS DISK IN CONC., AT SURFACE LL (VISITED OCT'17) ONE TABLE L1 N86'2026'W 766 T(M) Si/2 N1/2 N1/2 NE1,4 BO'ta L21 N01'13'33"E 689 '(M) n Z N 4 ION NHS WRET 86'20'18' W PARCEL NO. 0 0I (� Cl C=92-26'01' R=70.C92 13i293' 132104_9080 > a ! C2 a92-26'09" R=70.00' L=112.93' 3p .�. e� 0 a,�ry6 5 PARCEL NO. y 20' RAILROAD EASEMENT 132104-9001 REC NO 7309270515 oSEE NOTE 6 F. N180' S1/2 N1/2 NE1/4 1,20814' 0 90• - _______________ -- --- 0.D,B)---T--- 1--------, r_ _ _ _ _ _ _ _ _ _ _ _ t 20' RAILROAD EASEMENT RFC NO 7309270576 SEE NOTE 6. G. P 09 O�^AY8 3 NOT. �R9i NOTES CONTINUED: 20' RAILROAD EASEMENT - - - - - - PER AUSP 3-77 REC NO, 7703250519 (IRS) g2 !6 000p AA, AEG NO��R'li 6. FIRST AMERICAN TITLE INSURANCE COMPANY THIRD SUBDIVISION GUARANTEE NO. 3986264, DATED JANUARY 11, 2023 WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID GUARANTEE IS SUBJECT TO THE FOLLOWING AND OTHER RECORD MATTERS. A. EASEMENT IN FAVOR OF PUGET SOUND ENERGY, INC., FOR ELECTRIC AND/OR GAS TRANSMISSION AND/OR DISTRIBUTION SYSTEM RECORDING NO. 2452404, A PARTIAL RELEASE OF SAID EASEMENT WAS RECORDED UNDER RECORDING N0. 648658& THE LOCATION OF THIS EASEMENT CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. B WARRANTY DEED RECORD NO 7210120572 CONVEYING THE NORTH 200 FEET OF THE ORIGINAL PARCEL "A", 6TH STREET N.W. ADJACENT TO PARCEL "A" AND THE SOUTH 70 FEET OF THAT PORTION OF THE ORIGINAL PARCEL "B" LYING NORTH OF 6TH STREET N.W. SAID DEED RESERVED ALL EXISTING EASEMENTS AND ENCUMBRANCES OF RECORD AND ALL MINERALS. C EASEMENTS FOR INGRESS, EGRESS AND UTILITIES, RECORD NO. 7210120612. SAID EASEMENTS ARE DEPICTED ON THIS SHEET. D EASEMENTS FOR INGRESS, EGRESS AND UTILITIES, IN FAVOR OF THE CITY OF AUBURN, RECORD NO 7301090385. SAID EASEMENTS ARE DEPICTED ON THIS SHEET. E EASEMENTS FOR INGRESS, EGRESS AND UTILITIES, IN FAVOR OF THE CITY OF AUBURN, RECORD NO 7301090386. SAID EASEMENTS ARE DEPICTED ON THIS SHEET. F. EASEMENT FOR RAILROAD, IN FAVOR OF PALMER G. LENS CO., INC, RECORDING NO 7309270515 SAID EASEMENT IS DEPICTED ON THIS SHEET. G EASEMENT FOR RAILROAD, IN FAVOR OF VARIOUS RAILROAD COMPANIES, RECORDING NO. 7309270516 SAID EASEMENT IS DEPICTED ON THIS SHEET. H COVENANTS, CONDITIONS AND RESTRICTIONS AND/OR EASEMENTS, RECORDING NO 7403290520 THIS ENCUMBRANCE IS BLANKET IN NATURE I. EASEMENT FOR INGRESS, EGRESS AND UTILITIES, IN FAVOR OF THE CITY OF AUBURN, RECORD N0. 7707151046 SAID EASEMENT IS DEPICTED ON THIS SHEET. J. EASEMENT IN FAVOR OF PUGET SOUND ENERGY, INC., FOR ELECTRIC AND/OR GAS TRANSMISSION AND/OR DISTRIBUTION SYSTEM RECORDING NO. 8502220914. SAID EASEMENT IS DEPICTED ON THIS SHEET. K. RELEASE OF DAMAGE AGREEMENT, BETWEEN PALMER G. LEWIS CO., INC. AND THE CITY OF AUBURN, RECORDING NO. 8512161002. THIS INDEMNITY DOCUMENT IS BLANKET IN NATURE. L. EASEMENT IN FAVOR OF AT&T AND CLASS COUNSEL FOR TELECOMMUNICATIONS PURPOSES, RECORDING NO. 20080519000521. THIS EASEMENT IS 16.5 FEET WIDE RUNNING ALONG CERTAIN RAILROAD CORRIDORS IN WASHINGTON. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID GUARANTEE. zx wz p �0 X X S1/2 N1/2 NE1/4 zo 3004- (0) m o zo 10 �0 1 N�z im _ SW d e¢ 30'1 30' C 0 A S M. 708-010 ° LE PUNCH IN 1-3/4' BRASS DISK 100 0 50 GRAPHIC SCALE 200 IN CONIC, AT SURFACE (VISITED OCT '17) 1" = 100' HORIZONTAL DATUM: NAD 83(1991), WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, 4601. BASIS OF BEARINGS CITY OF AUBURN SURVEY MONUMENT 608-007 (ME. COR., SEC. 13) WAS HELD FOR POSITION AND A LINE BETWEEN SAID POINT NO 608-007 AND CONTROL POINT NO 808-033 (E. 1/4 COB) WAS HELD FOR THE BEARING, BEING SOUTH 01-32'16" WEST. C.O A.S.M. 608-007 C.0 AS M. 808-033 N 11791128 N 11526681 E 1294337 90 E 1294266 91 DESC ENCASED BRASS DISK WITH "X" DESC ENCASED BRASS DISK WITH "X" VERTICAL DATUM: VERTICAL DATUM FOR THIS SURVEY IS NAVD 88 PER CITY OF AUBURN PROJECT BENCHMAW THE PROJECT BENCHMARK IS CITY OF AUBURN SURVEY MONUMENT 708-010, WHICH IS A 2" DIAMETER BRASS DISK WITH PUNCH, SET IN CONCRETE, APPROXIMATELY 130' WEST OF THE NORTHWEST PROPERTY CORNER ELEV 73 19 (NAVD88) SITE BENCHMAW: THE SITE BENCHMARK IS CITY OF AUBURN SURVEY MONUMENT 708-022, WHICH IS A DOMED 2" DIAMETER BRASS DISK WITH NO MARKINGS, SET IN CONCRETE, AT THE POINT OF CURVATURE OF THE CENTERUNE OF RIGHT OF WAY OF 6TH STREET N.W., NORTH 86620118" WEST, 1044.03' FROM THE INTERSECTION OF 6TH STREET N.W. WITH "C" STREET N.W. ELEVI 69 84 (NAVD88) �:IU1S9i:7i�H:LV➢IILSLES BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. BI a Z W I a o s J $ Cn ¢ O of m M Q E pp F F� 00 Sz o J o N Z 3E h II O e i d Q - f U N � In � O s _ � E a < x @g¢ g Z z U Q �Z—Z z z _ Z W T O fD F JRN J 00N O zo N inz ro O> 41 M Z ME 2 D ¢ M WQ 3z z OIXj�6 IrmI� In W CC Oamz 20 DO 0 I Q o gS vC V SHEET 2 OF 14 20 NOTE: THIS PORTION OF PARCEL NO. 132104-9001 IS NOT PART OF THE STORM DRAINAGE IMPROVEMENTS AND WAS NOT A PART OF THE PARCEL NO. TOPOGRAPHIC SURVEY —0—°—°— 132104-4-9001 U � � EX SSMH 735 EX CB 734 _ RIM 69.48 GE 68.95 3 IE E 62.35 8" PVC IE SE 6705 12" CP s L� IE S 62.13 8" PVC ASPH. ST p' 6TH STREET N.W. (NON-RESIDENTIAL COLLECTOR) RX4 SSM96739 n EX 349 �.8.. ?VC ,y 0599, IE W 64.41 8" PVC _ SEX 427 LF 12" CP�j —w— 8"W P 016% CONC C&G �; �« IE E 6430 8" PVC �W 10 W a N 66*20'18" (M) -. gSPH ST �— o- }y --- W 104403' _ DEPRESSED :GONG C&G ALK '� ASPH ST A / - _ —w w DEPRESSED �O W� CONC C&G CLF I�`oJJC WALK I { NA EXISTING !' I I GRAVEL ASPHALT \E ASPH P SCB 738 .... -c2 ALT o'__ GE.8603 I DRIVEWAY DRIVEWAY `€DGE OFc'. .cPAVEMENT p® {E *W 6698 12" CPr` rA PROPANE ASPHALT t' 1E SW 6688 }2" LO TAN�LF - - 4� __ % �°- -T CLF 1 �Ll ' ... .... CLF CATS l EtECRi1GAio (`., PANEL -` `COVERED AREA h .€X C8 915 a o PARCEL Nao � GE 72 07 I a p _. . ,�4�y ;;��„ .. I > IE NE 68.W 15" CP 1 9^ac/pi i EXISTING 1E 4 68,92 6" Cl ASPHALT f I Y. r PAVEMENT In ' w)BDuaROs TOO, t o r EX CB 886 r GE 69.31 sX�V I ^ IF NE 6503 12" CP /� 3I �! _ IE NW 6491 12" CPS I{ - EX GB 916W-\ — _w_ — SSMH NOT LOCATED ME 7203 t'IEtM' IE E 70.01 4" Cl ASpH,gi7 IE N 69.t3 Gr PAVEMENT ` ", f IE S 69.19 tP" Ci. ` i , _ ... ....... i 30.03I (C) 7 /2. S. LINE, NN1 /2. NE1/'4 I i i TIN .�. i ... p PI TIT ppP M I N 1I IIt it DOE OF SX . ..` i. cb A It I I I I I I I I I EX LB 929 w o w11' 1 1 1 YN PARCEL NO. GE 71,92 132104-4-9001 3 IE N 6V7512" CP NIT,',1 1 p 1 i /I I IIt EXISTING z I . . } t -. ASPHALT i PAVEMENT EXISTING RAILROAD TRACKS LOCATED BY SNIP,, INC. NOVEMBER 2017 EX CB. 916E W/ DUAL PORT LID CE 7203 IE W 7001 2" Cl EXISTJNG ASPHALT PAVEMENT OF uT o i _ 7r---- - c_____________ ___ 70���_� S 86'20'38" E (C) 420.82' ICl EX CB 575 GE 7119 IE S 6909 12" CI IE E 6904 12" G EX CS 574 GE 71 25 IF N 6920 1Y CP IE SW 6925 15" CP CIVIL CONSTRUCTION PLANS FOR HUTTIG YARD A PORTION OF: N. 1/2 N.E. 1/4, SEC. 13, TWP. 21 N., RGE. 4 E., W.M. CITY OF AUBURN KING COUNTY, WASHINGTON HUTTIG, INC JEFF ALIMENT, GENERAL MANAGER AUBURN CELL: (509) 308 9663 JAUMENT®HUTTIG COM 525 "C" STREET NW AUBURN, WA 98001 PHONE (253) 288-1280 ENMEM. DALEY MORROW POBLETE, INC. 726 AUBURN WAY NORTH AUBURN WASHINGTON 98002 PHONE (253) 333 2200 CONTACT PERSON' ALEX POBLETE, P.E. ALEXHDMP-INC US SURVEYOR DALEY- M ORROW-POBLETE, INC. : 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE (253) 333-2200 CONTACT PERSON DENNIS BAKER, P.LS DENNISODMP-INC US N SRE NFOFIMATM a0,(,y4� qoN SITE ADDRESS 601 "C" ST NW AUBURN, WA 98001 yMd Btr �° O <a PARCEL NO. 132104-9001 P PR04F' PARCEL SIZE 581 SF (13.532 ACRES) I ZONING M2 HEAVY INDUSTRIAL DISTRICT MG I V & k 0 w Z o 3 Z O o z o fr F zf 7 UmN l �a o GRAPHIC SCALE S z o o N 30 0 15 30 60 = W z W M K Z II m d57< U W a LEGEND o w EX WATER PIPE O SEWER MANHOLE N —SS— EX SEWER PIPE O SEWER CLEANOUT g¢ SD EX STORM PIPE ❑ TYPE 1 CATCH BASIN 8 p a $ 8 [ 66 -0-0-0-0-0-0- EX CHAIN LINK FENCE IID CATCH BASIN W/ 2 PORT LID Z --- --- ---- EX. 2' CONTOUR o UTILITY POLE - EX. 10' CONTOUR YARD LIGHT EX. PROPERTY LINE 0-O LIGHT POLE W/ 1 HEAD Z Z — — — — — — EX. RIGHT OF WAY LINE p-o-p LIGHT POLE W/ 2 HEADS Z Ni - - EX. CENTERLINE o ELECTRICAL PANEL F� o ~ tu EX. BUILDING © ELECTRICAL VAULT IooN - - — - - ADJACENT PROPERTY LINE O BOLLARDS m > On G: - - CONCRETE CURB & GUTTER m WATER VALVE (1.4 n LU QZQ LU 3 PORT FIRE HYDRANT N Z PAVEMENT p-�-� STREET LIGHT POLE Oz crmcr- Z W Ir»w Oamz CONCRETE � ADO Q I N d r D W AS -BUILT o a v°_ 0 C PROJECT REF: GRA22-0041 BURIED UTILITIES IN AREA BURIED UTILITIES IN AREA CALL BEFORE YOU DIG CALL BEFORE YOU DIG SHEET i i 3 EXISTING UTILITIES SHOWN ARE FROM EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND THE BEST AVAILABLE INFORMATION AND OF NO GUARANTEE IS MADE AS TO THE NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. EXACT SIZE, TYPE, LOCATION OR DEPTH. 14 LEGEND: w 55— EX WATER PIPE EX SEWER PIPE EX STORM PIPE EX. CHAIN LINK FENCE EX 2' CONTOUR EX. 10' CONTOUR EX. PROPERTY LINE EX. RIGHT OF WAY LINE EX. CENTERLINE EX. BUILDING ADJACENT PROPERTY LINE CONCRETE CURB & GUTTER PAVEMENT �.'.' CONCRETE SEWER MANHOLE 0 SEWER CLEANOUT ❑ TYPE 1 CATCH BASIN CIC1 CATCH BASIN W/ 2 PORT LID o UTILITY POLE YARD LIGHT aiJ LIGHT POLE W/ 1 HEAD 0--0-71 LIGHT POLE W/ 2 HEADS ELECTRICAL PANEL © ELECTRICAL VAULT O BOLLARDS A WATER VALVE 3 PORT FIRE HYDRANT STREET LIGHT POLE F SILT FENCE CLEARING LIMITS 35 PROPOSED CONTOURS NEW LIGHT POLE W/ 1 HEAD �--�� NEW LIGHT POLE W/ 2 HEADS EX SSMH 735 RIM 69.48 CB 734 IF E 6235 8" PVC GE 6895 IE S 62,13 8" PVC _ ESE 67 OS 12" CP EX CB 886J gT GE 6931 IE NE 64 12" CP IE NW 6491 .91 12" CP _ S KEYED NOTES 10 EXISTING LIGHT POLE TO BE REMOVED EX 8P*S— < NEW LIGHT POLE, SEE SHEET 7 — _W�� —w� B..W 09 EXISTING SOUTH FENCE TO REMAIN — — — w�'� SSMH NOT LOCATED Q FENCE TO BE RELOCATED 10' FROM PROPERTY LINE, SEE SHEET 9 U, QS NEW CHAIN LINK FENCE TO BE INSTALLED 10' FROM W PROPERTY LINE, SEE SHEET 9 4 © NEW CHAIN LINK FENCE GATE, SEE SHEET 9 0 Q7 PAVEMENT TO BE REMOVED, SEE SHEET 9 , v o M ' �e INSTALL CATCH BASIN INLET PROTECTION PER COA 'N STD PLAN E-03.2 'n � W IV�/q/ nl LEGEND (R3) RECORD OF SURVEY REC. NO. 20211202900001, ROTATED 00'44'03" CLOCKWSE ABOUT CITY OF AUBURN SURVEY MONUMENT 708-026 (M) MEASURED (0) CALCULATED SURVEY CORNERS LEGEND 2' BRASS DISK, NO PUNCH, IN CONCRETE, AT SURFACE. DETERMINED POINT FROM FOUR 2' OFFSET REFERENCE NAILS, UNLESS OTHERWISE DESCRIBED. (VISITED OCT '17) 427 LF LF _e - o J EXISTING RAILROAD TRACKS LOCATED BY DMP,, INC. NOVEMBER 2017 �10 PSE EASEMENT PER 1 AFN 8502220914 \ I asPH sr o 6TH STREET N.W. (NON -RE EX 3a, 01, C> \ \ ?x �N 86'20'18" W 1044.03' o (DEPRESSED COI3C C&G GRAPHIC SCALE 30 0 15 30 60 1 30' PROJECT REF: GRA22-0041 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG THESE PLANS ARE APPROVED FOR SHEET 811 CONFORMANCE WITH THE CITY OF EXISTING UTILITIES SHOWN ARE FROM AUBURN 'S REQUIRE MEN S. 4 THE BEST AVAILABLE INFORMATION AND OF NO GUARANTEE IS MADE AS TO THE DEV. REVIEW ENGINEER: EXACT SIZE, TYPE, LOCATION OR DEPTH. 14 DATE APPROVED: 10.23.2023 LEGEND: — W EX WATER PIPE SS EX SEWER PIPE —SD EX STORM PIPE oo 0 0 00 EX CHAIN LINK FENCE ------ EX. 2' CONTOUR — EX. 10' CONTOUR EX. PROPERTY LINE — — — — — — EX. RIGHT OF WAY LINE - - EX. CENTERLINE EX. BUILDING — — — — — — — ADJACENT PROPERTY LINE CONCRETE CURB & GUTTER PAVEMENT CONCRETE 00 o-0 �O 0 O SEWER MANHOLE SEWER CLEANOUT TYPE 1 CATCH BASIN CATCH BASIN W/ 2 PORT LID UTILITY POLE YARD LIGHT LIGHT POLE 1 1 HEAD LIGHT POLE W/ 2 HEADS ELECTRICAL PANEL ELECTRICAL VAULT BOLLARDS WATER VA LVE Ex CB 886 3 PORT FI RE HYDRANT GE 6931 IE NE 6503 12" CP STREET LIGHT POLE _ IE NW 6491 12" CP EX SSMH 735 RIM 69.46 II IE E 62.35 8' PVC IF S 62t3 8" PVC / o 2 � iN �� Iw 35 PROPOSED CONTOURS I ex a" PV�S-- SOIL AMENDMENT —w— 8"W (SEE NOTE SHEET 10) � W 8•. SSMH NOT LOCATED 3,0 03, K STREET/PARKING NOTES C6 ' Fil REPLACE EXISTING 2 HEAD LIGHT W/ SINGLE � HEAD LIGHT, SEE SHEET 7 �2 REPLACE EXISTING 2 HEAD LIGHT W/ DOUBLE HEAD LIGHT, SEE SHEET 7 �3 INSTALL NEW SINGLE HEAD LIGHT, SEE SHEET 7 �4 INSTALL NEW DOUBLE HEAD LIGHT, SEE SHEET 7 M REMOVE EXISTING LIGHT T ' JLL �6 SOUTH FENCE TO REMAIN t r J •1je� LEGEND (R3) RECORD OF SURVEY REC. NO. 20211202900001, ROTATED 00044'03" CLOCKWISE ABOUT CITY OF AUBURN SURVEY MONUMENT 708-026 (M) MEASURED (C) CALCULATED SURVEY CORNERS LEGEND 7 BRASS DISK, NO PUNCH, IN CONCRETE, AT SURFACE. DETERMINED POINT FROM FOUR 2' OFFSET REFERENCE NAILS, UNLESS OTHERWISE DESCRIBED. (VISITED OCT '17) = CLF �10' PSE EASEMENT PER 60' INGRESS, EGRESS AND -1_ 1 AFN 8502220914 UTILITIES EASEMENT PER AFN 7210120612 AND 7301090385 -Ex ce 734 GE 68.95 3 _ IE SE 6705 12" CP � BTH STREET N.W. SSM96739 ASPH ST 6 (NON-RESIDENTIAL COLLECTOR) RIM --��`�'-"-- F 1� CPNj M _�k-k 349,18" pVC 10'x10.38' � G'S99 WATER EASEMENT IF W 64.41 8" PVC � 3 IF E E4.30 8" PVC - - 'S N $6'20'18 W 1044 03' (M) ASPH ST _ - � G77NC1rRA#:k CLF 365.02' a ` GRAVEL ASPHALT DRIVEWAY DRIVEWAY ' {E 1.I.W 66 98 12" GR. $ CC GATE � PRO 1E PANE 1. SW 66.66 ra"�F r � PEF7�STRIAN o o rqo� cLF SIT O DIST GATE '�'GOVERED ARE -- STOP, "NQN--06SGWRf14G" � rS (h40 SLA;fS) PENCE HERE INSTALL CONCRETE CURBING START, ANEW SITE "OBSCURING" ALONG EDGE OF ASPHALT � (SLATSi1N) FENCE HERE PER ,COA DETAIL T-47.1 START, "NON�OBSCURM[C" >`Mt4 S1-qS7 FE1fGE HERE � �eaLL'ARos uy , STOP, NEW SIGHT OBSCURING � 2 (SLATS Iltl� FENCE HERE SOIL AMENDMENT &', RE -VEGETATION AREA, , SEE HMP T5.13 Lt ' PLANTING AN SHEET p ASpFiALT � ,. .. ... PAVEMENT .. + t r } i ITALL Ct>NGRETE GUTtHING- .. ALQN6 EIiCE. DF..ASPWALT.... .... P .ROA DETAIL. T--47.1 ..... ', .... DGE OF ASPHALT- .. ... , ... .. .. SOIL AMENDMENT a9c .... `+. .. ... A - -RE-VEGETATION AREA SEE , .. �-BMP T5.13 & - PLANTING- ON x ..SHEET t0 .... ...j j EXISTING - - ` li ASPHALT � �- .. 7 .. NORTHERLY LIMITS"LSF �' PAVEMENT 20'_RA1I:ROAD EASEM-� -�„ ., ;,'_-_____ I'S It - _ CLF-- _______ ----------------- -'O` — —-------_420.87 EXISTING RAILROAD TRACKS LOCATED BY DMP, INC. NOVEMBER 2017 — Ex CB 575 GE 7119 IF s ssos tz' cl IF E 6904 12" CI STOPPING SIGHT GRAPHIC SCALE DISTANCE 30 o is ao so V=35 MPH C- D-390' Jn' Ex C8 574 7T GpT GE 7125 IF N 6920 12" CP R IE SW 6925 15" CP DEV SECTION 7.01.03.E OF THE CITYS 2023 ENGINEERING DESGIN 0026 STANDARDS. APPROVAL TO LEAVE THE EXISTING 10-INCH WATER MAIN IN PLACE AND NOT UP -SIZE IT TO 12-INCH. APPROVED 5/8/2023 BMP T5.13: POST —CONSTRUCTION SOIL QUALITY AND DEPTH - Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. In any areas requiring grading remove antl stock- pile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other porters of the site where feasible. • Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as shuo- tural fill or slope shall, at project completion, demonstrate the following: 1. Atopsoil layer with a minimum organic matter content of 10%dry weight in planting beds, and 5%organic matter content In turf areas, and a pH from 6.0 [0 8.0 ormatching the pH of the undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least inches with some incorporton of the upper material to avoid stratified layers, where feasible. 2. Mulch planllng beds with 2 inches of organic materiel 3. Use compost and other materials that meet these organic content require- ments: a. The organic content for "preapproved" amendment rates can be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells Swales and Planter Boxes (p.959), with the excep- tion that the compost may have up to 35 % biosol Ids or manure. The compost must also have an organic matter content of40%to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio maybe as high as 35:1 for plantings com- posed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted material meeting (a) above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits Identified in Table 220-B, Testing Parameters, in WAC 173-350-220. The resulting soil should be conducive M the type of vegetation to be established. . Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below: 1. Leave undisturbed native vegetation and soil, and protectfrom compaction during construction. 2. Amend existing site topsoil orsubsoll eltheratdefault"pre-approved"rates, or at custom calculated rates based on tests of the soil and amendment. 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic mat- ter or depth requirements, either at a default "preapproved'rete or at a cus- tom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the require- ments. PROJECT REF: GRA22-0041 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG THESE PLANS ARE APPROVED FOR SHEET 811 CONFORMANCE WITH THE CITY OF EXISTING UTILITIES SHOWN ARE FROM AUBURN'S REQUIREMENTS. S AS THE BEST AVAILABLE INFORMATION AND OF -BUILT NO GUARANTEE IS MADE AS TO THE DEV. REVIEW ENGINEER: EXACT SIZE, TYPE, LOCATION OR DEPTH. jQ DATE APPROVED: 10.23.2023 LEGEND — -- w EX WATER PIPE - ------ -- --� — _ 55— EX SEWER PIPE so EX STORM PIPE NOTE: THIS PORTION OF PARCEL NO. 132104-9001 IS NOT PART OF THE — —0-0-0-0-0-0— EX CHAIN LINK FENCE STORM DRAINAGE IMPROVEMENTS AND WAS NOT A PART OF THE PARCEL NO. TOPOGRAPHIC SURVEY Ex z' CONTOUR 132104-4-9001 EX. 10' CONTOUR _ _a_o_o_ 10' PSE EASEMENT PER 60INGRESS, EGRESS AND I AFN 8502220914 EX. PROPERTY LINE -L UTILITIES EASEMENT PER AFN 7210120612 AND 7301090385 — — — EX. RIGHT OF WAY LINE y - - EX. CENTERLINE 3 EX. c M GRAPHIC SCALE TH STR 6EET - - ADJACCENTENT PROPERTY LINE I _�"�� ASPH ST N.IN. (NON-RESIDENTIAL COLLECTOR) 30 0 is 30 so - CONCRETE CURB & GUTTER / D'- -�--- ��.� 10'X10.38' WATER EASEMENT sp 1" 30' - w_ 8`W 1b'.''W CONC C&0� f f 8620''IB Si PAVEMENT / K W 1',Q44.03'ASPN Iw� CONC DEPRESSED CONC C&G ASPH ST �� CONCRETE '_'.� 1MA K _ /' -- �ONCEG&G I W OW2 O Ng CL w J W O JOf o K L'-O H O O In W W N �~O �K Li Q _ QOL - � W X z Z CD - aJ� a1Dm amo Q CLF ------------------------ LEGEND \ i --_— _ 6 = — o 0 BURIED UTILITIES IN AREA — _ S 86°20'38" — __ ---- — CALL BEFORE YOU DIG (R3) RECORD OF SURVEY REC. NO. 20211202900001, E (C) 420.82' ROTATED 00044'03" CLOCKWSE ABOUT CITY OF — — — — — EXISTING UTILITIES SHOWN ARE FROM AUBURN SURVEY MONUMENT 708-026 _ _ EXISTING RAILROAD — — — — _ _ — THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE (M) MEASURED TRACKS LOCATED BY DMP, — — — — — — RE RAILROAD EASEMENT — _ — _ REC. NO. 73092705O SEE EXACT SIZE, TYPE, LOCATION OR DEPTH. INC. NOVEMBER 2017 — — — -..NOSE 4M, SHEET 1 OF 2 (0) CALCULATED — — — — — 20' RAILROAD EASEMENT REC. NO. ROJECT REF: GRA22-0041 FTWWcW SEE NOTE 730927ET SURVEY CORNERS LEGEND NEW HYDRO -SEEDED AREA 1 4N, SHEET 1 OF 2 Pi euc ARE APPRnWn FnR 2' BRASS DISK, NO PUNCH, IN CONCRETE, AT SURFACE. DETERMINED POINT FROM FOUR 2' OFFSET REFERENCE NAILS, UNLESS OTHERWSE DESCRIBED. (VISITED OCT '17) NEW PLANTED AREA AS -BUILT SHEET 6 OF 14 LEGEND w EX WATER PIPE - ss EX SEWER PIPE EX. STORM PIPE oo00-0-0- EX CHAIN LINK FENCE """--' EX. 2' CONTOUR EX. 10' CONTOUR EX. PROPERTY LINE - - - EX. RIGHT OF WAY LINE EX. CENTERLINE EX. BUILDING - - - - - ADJACENT PROPERTY LINE CONCRETE CURB & GUTTER PAVEMENT 0 CONCRETE SEWER MANHOLE 0 SEWER CLEANOUT TYPE 1 CATCH BASIN CATCH BASIN W/ 2 PORT LID UTILITY POLE YARD LIGHT 0-0 EX LIGHT POLE W/ 1 HEAD 17-0-17 EX LIGHT POLE W/ 2 HEADS ELECTRICAL PANEL �I ELECTRICAL VAULT O BOLLARDS W WATER VALVE -Q 3 PORT FIRE HYDRANT REMOVE EXISTING / REMOVE EXISTING J " - CUF 10' PSE EASEMENT PER 1 AFN 8502220914 UTILITIES INGRESS, EGRESS AND -J_ UTILITIES EASEMENT PER AFN 7210120612 AND 7301090385 BTH STREET N.W. (NON-RESIDENTIAL COLLECTOR) _ M �c 3 INSTALL NEWLUMINAIRE, AS �55,--•-_mow Iw 10"1Y PER SCHEDULE W $626. W 1444.03' (M) '� LIZCO *AI. _1y L v w 0° b a oo b b %05 a o -Ls i s o CEFo Is b a b e Ib ✓r`O,NC! WALi _W� 1 = 3 a o Iz h b� be ; Tz 9T#.z Na 9s sz sz 5a '!;�'I$ ING' I GRAVELA9PHAL-. ASPHA},y; yy b, is IB Ss I3 Ir to -I- 5a 3 Aa #a �Iz to- 5a 3,,-9 5A �sr DRIVEWAY D.RlV�Wiq� EDGE OF r�'AVEMENT ASPHALT to i/ A }2 ha is, is is i.z. i.v 4.ez.ApryTEi1a }s i.x. 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NO. 7309270515 & b z as is S.T 4.o La 'Ls 4a III i.a fr,a aro b+ b.q in b.a l:o ! 1 5.2 AVERAGE 1 O8 7309270516 SEE NOTE 7 MAXIMUM 4.8 4M & N, SHEET 1 OF 2 } be z is #n Sv To- I, 1.e }A Iz iz i.n tv ba -E.a ba 5A E9 iv i� MINIMUM GC %.GONG pq(3;�. r; zJ - AVE/MIN RATIO 3. G REMOVE EXISTING E LUMINAIRE I.o .5 x >�t.+ A P ALT - - bg A ;o t.A i.s I I a i..: t.x: t, SB La : i:, is t a 1.,i t.a i a t..a_ ' \ REPLACE LUMINAIRE, AT ;; In t.e Lb Sa Le La" 19 30 }a"4:o 2Y IB t_P Ln #o I. - EXISTING POLE, WITH EX STACKS: \ \ SINGLE HEAD LUMINAIRE is 1 AS PER SCHEDULE ,, \7 It EXISTIN '' .EXISTfN(9 \ t�. 1. -#_a }, III z is #s }:s #s }c hr4 s he -, 5v #. #c Iz A'SPIYAT,T 'h$PH NGT \ \ \ I,2 IL -i:X -X1 1'3 I.9 b,S 1.o- i.9- I ..y�'$ �j1@yC. robkt„J'?I.%IY11 i,a- S.B. ., ., . , - PAVEMENT �' P,AVMENT ,; EMT pl':.. \ \ o - VI/�{ lY���S•J 2 , R 1 - -A- - A - ASPHALT. EX. STACKS ":. GRAPHIC SCALE 30 0 15 30 60 L O LJ= 0 0 Q GO W J g W O LOf K(D00 O 0 OU _AT H O LdoLU 7 Ld g W X = - OQCE Q 0_ 01 a070 a -am0 *ua�i . L 1 i INTEGRATED ELECTRICAL CONSULTING, IVY"' DAVID WILSON JR, PE 52237 TACOMA, WA 253-252-0278 \ 1317 14 a 4 1 , XS 12 \ 0 ��E to 5 \ b0L 1.2 b.2 1.2 b.n }*. 4'6 Io Is bs In I2 2 t2 to bs 8 2 b az�2 �,.q- \ 0-0-0-0-0yLCRE41Qa- �o �b2 \ 10 tF O bo ba bo b2 12 �� 12 12 b2�b 2� 111 &f tAP^b39 /b o bo bo bo bo bo - bo bo 3.e- bo bo bo I b_bLI_t bt -bo Lo Lo o 'p - BURIED UTIUTIES IN AREA _ CALL BEFORE YOU DIG 811 - - - _ EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND - - - o 20' RAILROAD EASEMENT NO GUARANTEE IS MADE AS TO THE NO.. 7309270515 SEE EXACT SIZE, TYPE, LOCATION OR DEPTH. - - .REC - . NOZL 4M� SHEET 1 OF 2 Luminaire Schedule Symbol Qty Tag Luminaire Luminaire [MANUFACI [LUMCATI Mounting LLF IES Class BUG Rating Total Lumens Watts Height Watts 5 SL4 25083 295 COOPER LIGHTING GLNA-AF-07-LED-El-SL4- 30 0.950 Type IV B1-UO-G4 1475 SOLUTIONS - McGRAW- 800-HSS EDISON (FORMERLY EATON) 2 RW 39261 334 COOPER LIGHTING GLNA-AF-08-LED-EI-RW-800 30 0.950 Type IT B5-LI 668 .--�. SOLUTIONS - McGRAW- EDISON (FORMERLY EATON) `20' RAILROAD I EASEMENT REC. NO. PROJECT REF: GRA22-0041 7309270516 SEE NOTE 4N, SHEET 1 OF 2 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF SHEET AUBURN'S REOUIREMEN OF 7 AS -BUILT DEV. REVIEW ENGINEER: 14 DATE APPROVED: 10.23.2023 LEGEND: w EX WATER PIPE SS— EX SEWER PIPE 5o EX STORM PIPE —0-0-0-0-0-0— EX CHAIN LINK FENCE EX 2' CONTOUR EX. 10' CONTOUR EX. PROPERTY LINE — — — EX. RIGHT OF WAY LINE EX. CENTERLINE EX. BUILDING ADJACENT PROPERTY LINE CONCRETE CURB & GUTTER - - - - - PAVEMENT CONCRETE 0 SEWER MANHOLE 0 SEWER CLEANOUT ❑ TYPE 1 CATCH BASIN CII7 CATCH BASIN W/ 2 PORT LID o UTILITY POLE YARD LIGHT C-� LIGHT POLE W/ 1 HEAD �--O-O LIGHT POLE W/ 2 HEADS ELECTRICAL PANEL 0 ELECTRICAL VAULT O BOLLARDS m WATER VALVE 3 PORT FIRE HYDRANT o STREET LIGHT POLE LEGEND (R3) RECORD OF SURVEY REG. NO. 20211202900001, ROTATED 00.44'03" CLOCKIMSE ABOUT CITY OF AUBURN SURVEY MONUMENT 708-026 (M) MEASURED (0) CALCULATED SURVEY CORNERS LEGEND 2' BRASS DISK, NO PUNCH, IN CONCRETE, AT SURFACE. DETERMINED POINT FROM FOUR 2' OFFSET REFERENCE NAILS, UNLESS OTHERWSE DESCRIBED. (VISITED OCT '17) Li U 0-0- 0-0-0-0- LF o—o-o- 0 GRAPHIC SCALE 20 0 10 20 40 1" = 20' �10' PSE EASEMENT PER 1 AFN 8502220914 VS 35MPH (TP) of 6TH STREET N.W. (NON—RESIDENTIAL COLLECTOR ASPH ST 0 0' 38' V=35MPH (TYR) STOP, "WON-OHSCURMG (NO SLATS) FENCE HERE START, °NON-06SCURING" {NO SLATS) FENCE HERE :C(NORTHWARD) STOP, NEW SIGHT OBSCURING (SLATS IN) FENCE HERE X10. WATER -SS EASEMENT — — N 86°20'78" W '044.03' (M� Y - - 0 Io �C `.. f ; CLF I 3ss 02 �o—O—oJ o ) o I ASPHALT _. GATE I 0 DRIVEWAY EDGE C ° PROPANE ASPHAI L° °TAOKK9 CLF — —�F I° _ C o CLF CATE . ELECTRIC PANEL ;r. NEW SITE oesOURING' COVERED AREA TS IN) FENCE HERE TWARD) EXISTING ASPHALT PAVEMENT BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. HESE PLANS AKE APPKUVGU IUK SHEET CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. 8 AS -BUILT DEM. REVIEW ENGINEER: OF 14 DATE APPROVED: 10.23.2023 LANDSCAPE DEMO NOTES: ASPHALT CNUMBERREMOVEDWHERE NEEDED.SOILAMENDMENT PER NOTE (5), SHEET 9. O SIGHT OBSTRUCTING CHAIN LINK FENCE LOCATED MINIMUM 10' FROM PROPERTY LINE AS NEEDED O RELOCATE SINGLE/DOUBLE LIGHT STANDARD TO NEW—w--y- LOCATION SEE LIGHTING PLAN SHEET 7 (TYP) - / ® 10' LANDSCAPE SCREEN; SEE PLANTING PLAN SHEET 9 6 O5 EXISTING CHAIN LINK FENCE TO REMAIN ©ADDITIONAL ON -SITE LANDSCAPING SEE PLANTING PLAN, SHEET 9 O7 PROPOSED NEW SINGLE LIGHT STANDARD (TYP) I © PROPOSED NEW DOUBLE LIGHT STANDARD (TYP) O9 RELOCATED GATE I :: 1® REMOVE LIGHT POLE I . I ,I -0-0-0-0-0-0-0-0 L- rr60' INGRESS, EGRESS AND TIES �CIEASEMENT PER AFN 72 721TIES 2 AND 7301090385 � EXISTING CHAINUNK FENCE TO BE REMOVED NORTH AND WEST OF oc� ASPH ST n THIS POINT, ALONG 6TH STREET =� N.W.; (END POINT OF EXISTING sp \� NEW FENCE = --�_�_ _ FENCE REMOVAL) 8 W & GATE REMOVE N 86'20' 8" W — E%ISTING AP_�ST a 1044:03' (M) � — -s __ GRAPHIC SCALE w 1 SED - 30 0 15 30 60 'w— CONC C&G —w� —w ' - _ -W _10.w f=ao' - -�UNC WALK EXITING } 2 •�" I + GRAVEL ASPHALT ASAH ALr • y 1 ' + DRIVEWAY DRI VF;WAy €DGE OFR cFAVEMEN'T I + ASPHALT ` PROPANE f L � p i TANK iFSr � CLF /�,• $' CLF GATE I 1 REMOVE IXISNCE _w FENCE _ — —W— 8 W I W +I`. w REMOVE EXISTING FENCE 0 ur INSTALL NEW CURBING ALONG - - - - - _ ELECTR! PERIMETER OF ASPHALT PARKING -----" PANEL B - - LOT. SEE CITY DETAIL T-47.1 - - - ��y'- - --GGVERED AREA I FOR CURB INSTALLATION - - - - - - - - - - �- - - - - - - - NEW FENCE TO END / CONNECT TO U - - - - +' - - - - - EXISTING FENCE; 1OFT SOUTH OF p .... - SIDEWALK. .. .. ASPHALT PAVEMENT \ \ \ .--68--- - EXISTING CHAINUNK FENCE TO BE ------- REMOVED WEST & NORTH OF THIS POINT; SAME LOCATION WHERE NEW CHAINUNK FENCE IS TO BE INSTALLED. — — EXISTING RAILROAD TRACKS LOCATED BY DMP LANDSCAPE DEMO AND SITE FURNISHING LEGEND INC. NOVEMBER 2017 SYMBOL SITE FURNISHING TYPE MISC. —0-0— PROPOSED 6' CHAIN LINK FENCE WITH SIGHT OBSCURING SLATS r W, EXISTING PAVEMENT n o� / - ........ -- 7 S 86'20'38" E (C) 420.82' EX EXISTING ASPHALT PAVEMENT W O W = co 0 F— Q Of Q _ W J w O 0 LO DWO 31-:2 W6Of O W Q0o g w X z Z OOQ O_JH TL :D 0 am0 a I H PROPOSED SINGLE LIGHT STANDARD �m PROPOSED DOUBLE LIGHT STANDARD EmASPHALT SAW CUT & SUBGRADE REMOVAL PROJECT REF: GRA22-0041 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF SHEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 811 AUBURN'S REQUIREMENTS. 9 ® 10' LANDSCAPE SCREEN EXISTING UTILITIES SHOWN ARE FROM OF THE BEST AVAILABLE INFORMATION AND DEV. REVIEW ENGINEER: ADDITIONAL ON -SITE LANDSCAPING NO GUARANTEE IS MADE AS TO THE 14 + + + EXACT SIZE, TYPE, LOCATION OR DEPTH. nAW e000mrn. 10.23.2023 LANDSCAPE PLANTING MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAME QTY. SIZE & SPACING DESCRIPTION / REMARKS — — — — DECIDUOUS TREES ACER NIGRUM 'GREENCOLUMN'/ 06 3" CALIPER, AS SHOWN STRAIGHT TRUNK, MINIMUM OF FIVE (5) UPRIGHT °CLF o—°—°-0 10' RISE EASEMENT PER GREENCOLUMN MAPLE (COLUMNAR) BRANCHES TRIMMED TO 7.5 FEET IN HEIGHT 1 AFN 5502220914 EX SSMH 735 -L _ EVERGREEN TREES RIM 69.48 SSD=250' THUJA (STANDISH X PLICATA) 'GREEN GIANT-/ 05 6'-B' MIN. HT., B&B OR STAKE & GUY ONE GROWING SEASON; IF E 6235 8" PVC V=35MPH GREEN GIANT WESTERN ARBORVITAE (COLUMNAR) CONTAINER, AS SHOWN NURSERY GROWN, UNCUT LEADER, STRAIGHT IE S 6213 8" PVC (TMP) TRUNK, FULL GTH STREET N.W (NON-RESIDENTIAL C( gsPH 5T a ALL DECIDUOUS TREES D om~ M EX 349.�8 PyC a U, XANTHOCYPARIS NOOTKSTENSIS / 11 6'-8' MIN. HT., B&B OR STAKE & GUY ONE GROWING SEASON; SHALL BRANCH NO -�K NOOTKA CYPRESS CONTAINER, AS SHOWN NURSERY GROWN, UNCUT LEADER, STRAIGHT w / 8"W \> 3 >h TRUNK, FULL &BUSH TO BASE LOWER THAN 7 FEET, �— w —� N 86'20'18^ W 104y Og` (M� TYPICAL / Iu —' o � � SHRUBS w�w� ABEUA X GRANDIFLORA 'KALEIDOSCOPE' / 03 2 GALLON CONT. MIN., WELL BRANCHED, BUSHY AND FULL • O KALEIDOSCOPE ABELIA • _ 3,_0., O.C. p� • • • ® \ • I' • 3fi5 m•" � ARBUTUS UNEDO 'OKTOBERFEST' / 02 5 GALLON CONT. MIN., WELL BRANCHED, BUSHY AND FULL i STOP NEW SITE �• I OBSCURING (SLATS IN) OKTOBERFEST STRAWBERRY TREE 30" HT. MIN., 5' O.C. DRIVEWAY ERE I DRIVEWAY © CISTUS X HYBRIDUS / 03 2 GALLON CONT., WELL BRANCHED, BUSHY AND FULL GATE EXISTING FENCE TO REMAIN WHITE ROCKROSE 24" HT MIN., 5-0" O.C. o TANK CLF O JUNIPERUS SABINA 'ARCADW / ARCADIA 24 1 GALLON CONT., WELL BRANCHED, BUSHY AND FULL; / JUNIPER 15" O.C. (SHRUBS MAXIMUM HEIGHT IS 12") i+1 • IL CLf LATE' LANTANA HYBRID 'CHAPEL HILL YELLOW' PP # 16 1 GALLON CONT. MIN., WELL BRANCHED, BUSHY AND FULL _ • \ 19.548 / CHAPEL HILL YELLOW LANTANA 30" O.C. (SHRUBS MAXIMUM HEIGHT IS 12") n `COVERED AREA ' SSD=250' .M ® MAHONIA AQUIFODUM / 06 2 GALLON CONT. MIN., WELL BRANCHED, BUSHY AND FULL I`Dw TYP MPH OREGON GRAPE 3'-0" O.C. Y.`-•(•b/" m ( ) START, NEW SITE "OBSCURING" II + (SLATS IN) FENCE HERE MYRICA CAUFORNICA / 14 5 GALLON CONT MIN., WELL BRANCHED, BUSHY AND FULL Zo EXISTING PACIFIC WAX MYRTLE 30" HT. MIN., 5' 0" O.C. •.om STOP, "NON -OBSCURING" ASPHq T (NO SLATS) FENCE HERE �+ PAVEMENT THUJA OCCIDENTALS 'DEGROOT'S SPIRE / 05 5' MIN. HT., B&B OR STRAIGHT LEADER / BRANCH, FULL AND ds„m DEGROOT'S SPIRE ARBORVITAE CONTAINER, AS SHOWN BUSH TO BASE vfam� - d Fmm START, "NON -OBSCURING' ■ VACCINIUM OVATUM / 31 2 GALLON MIN., 30" O.C. WELL BRANCHED, BUSHY AND FULL / m�i lry (NO SLATS) FENCE HERE 'BOLLARDS EVRGREEN HUCKLEBERRY w� STOP, NEW SIGHT OBSCURING ( GROUNDCOVER (SLATS IN) FENCE HERE 1, 115 SF ARCTOSTAPHYLOS UVA-URSI 'POINT REYES'/ AS REDID 1 GALLON, 24" O.C. HOLD 12" FROM PAVING, BORDERS, TREES, POINT REYES MANZANITA SHRUBSC AND FENCING 2,380 SFARCWSTAPHri05 WA-URSI / 30% AS REDID 1 GALLON, 18" O.C. RANDOM GROUPINGS OF 5 TO 17, ODD KINNIKINNICK NUMBERS ONLY, HOLD 12° FROM BORDERS, � FRAGARW CHILOENSIS / 35% AS REQ'D 1 GALLON, 18" O.C. SHRUBS, TREES AND FENCING d SAND STRAWBERRY m MAHONIA REPENS / 35X AS REDID 1 GALLON, 18" O.C. Q a +I CREEPING MAHONIA d w (" vt� A�PHiALT..�' - 3 ry R g• p 5s �_ - P%1VEme� . + _ _ +' 8.925 SFARCTosTAPHYLOS UVA-URSI / 50% AS REQ'D 1 GALLON, 24" O.C. RANDOM GROUPINGS OF 7 TO 21, ODD z F w _ �w =8"W — t _ _ _ _ _ (.. ® KINNIKINNICK NUMBERS ONLY, HOLD 12° FROM BORDERS, U Z — S HN —w t { FRAGARW CHILOENSIS / 50% AS REQb 1 GALLON, 24" O.C. SHRUBS. TREES AND FENCING SSMH NOT LOCATED + SAND STRAWBERRY a _ MISC. LANDSCAPE ELEMENTS / ITEMS w a d 24" DEEP ROOT BARRIER PANELS: AS REDID 24" DEPTH MINIMUM, PANELS TO BE A MINIMUM LENGTH OF 10 FEET, F w G FOR STREET TREES AND ADDITIONAL 10' LENGTH MINIMUM AS SHOWN ON PUN. CENTER PANELS ALONG a . ) C SPECIFIED SITE LOCATIONS. TREE TRUNK, PROVIDING EQUAL PANEL LENGTHS s = + ON EITHER SIDE OF TREE. ROOT BARRIERS TO a EXISTING 6' CHAIN LINK FENCE TO REMAIN SIDEWALKS, INSTALLED PARALLEL AND ADJACENT TO N V SIDEWALKS, PIPES, SWALES ETC., OR CIRCLING w 2 —o—o— 6' CHAIN LINK FENCE WITH & WITHOUT AS REQ'D TREE ROOTBALL AS SHOWN ON PLANS. i° SIGHT OBSCURING SLATS . i LINE OF SIGHT DISTANCE RESTRICTION 1 SEE SHEET 8 OF 14 �EUGE OF ASPHALT - GENERAL LANDSCAPE PLANTING NOTES: Z - '. . . i1. STAKE AND GUY ALL TREES FOR ONE GROWING SEASON. SEE TREE DETAILS FOR ADDITIONAL INFORMATION. :.i �1 START, NEW SIGHT OBSCURING (SLATS IN) FENCE HERE +' 2. PROVIDE WATER WELL FOR ALL TREES, SHRUBS & GROUNDCOVER PER PLANTING DETAILS. SEE SHEETS 11 Z EXISTING FENCE TO REMAIN ... i EXISTING 3. ALL LANDSCAPE PLANTING AREAS ARE TO RECEIVED 3" FINE SHREDDED WOOD MULCH BETWEEN PLANTINGS. SEE PLANTING NOTES & DETAILS ON SHEETS 11 �? ' ASPHALT LLl p PAVEMENT 4. ALL OTHER ROOT BARRIER PANELS NOTED NEAR PIPES, CONCRETE WALKWAYS SIDEWALKS, AND/OR CONCRETE COBBLESTONE SWALES SHALL BE A MINIMUM OF JooN L'( NORTHERLY L[M:Irg' F R' / / / L� 1 \� W 207 RAILROAD EASEM 24 INCHES IN DEPTH AND THE FULL LINEAR LENGTH OF THE ITEM THE BARRIER IS TO PROTECT. SEE SHEET 12 FOR INSTALLATION DETAIL V>m� ¢- __q�F__ ! — 5. ALL PLANTING AREAS TO RECEIVE SOIL AMENDMENT PER BMP-T5.13 STANDARD OR EQUIVALENT; SEE NOTES SHEET 11 If U.I. _ i N z3n "CLF - Qr — - � BURIED UTILITIES IN AREA amz — CALL BEFORE YOU DIG a O 420.82' C 811EXISTING UTILITIES SHOWN ARE o THE BEST AVAILABLE INFORMATIONFROM AND LLJn a G EXISTING RAILROAD — — — — — — n AS -BUILT NO GUARANTEE IS MADE AS TO THE INC. NOVEMBER 2017 Q C TRACKS LOCATED BY DMP, EXACT SIZE, TYPE, LOCATION OR DEPTH. — — —� G PROJECT REF: GRA22-0041 SURVEY CORNERS LEGEND THESE PLANS ARE APPROVED FOR SHEET CONFORMANCE WITH THE CITY OF GRAPHIC SCALE 2' BRASS DISK, NO PUNCH, IN CONCRETE, AT AUBURN'S REQUIREMENTS. 10 30 0 15 30 60 SURFACE. DETERMINED POINT FROM FOUR 2' OF OFFSET REFERENCE NAILS, UNLESS OTHERWISE DEV. REVIEW ENGINEER: 14 1" = 30, DESCRIBED. (VISITED OCT '17) ,n „n "��� O O T I T LANDSCAPE PLANTING NOTES AND DETAILS FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL PREPARATION AND INSTALLATION: TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY A) VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE PLANTING BEDS BELOW FINISH PLANTING MAINTENANCE, MAINTENANCE ELEVATION OR AS INDICATED ON PLANS THIS ACCOMMODATES TOPSOIL CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION AND UNTIL QUALIFICATIONS LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK CONTRACTOR TO 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 FINISH 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. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER 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 TO THE OWNER. 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 TO 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 TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS PLANT MATERIALS. PLANT MATERIALS TO BE GRADE NO 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60 1-1996) 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, "CAC' 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 AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO 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 WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. 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 TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION. (BMP T513 POST -CONSTRUCTION SOIL QUALITY AND DEPTH) A) SOIL RETENTION RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE B) SOIL QUALITY ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUB -SOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 3 USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS. a THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATIONS FOR BMP T7.30. BIORETENTION CELLS. SWALES AND PLANTER BOXES 9591 WITH THEEXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 657, AND A CARBON TO NITROGEN RATIO BELOW 25-1 THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35.1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (0). ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IN TABLE 22-B, TESTING PARAMETERS, IN WAG 173-350-220 AMENDMENTS, AND MULCH B) ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. C) THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS WITH HAND TOOLS. D) REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. E) REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. F) REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING IN PLANTING BEDS AND 6 INCHES IN LAWN AREA SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. TOPSOIL PLACEMENT A) PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS B) IN ALL LANDSCAPE AREAS, PLACE 2 INCHES OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS. C) PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED' RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AMENDMENT 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PREPLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE 4 IMPORT TOPSOIL MIX OF SUFFICIENT CONTENT AND DEPTH TO MEET THE REQUIREMENTS. BARK MULCH (TOPDRESSING). ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), IE, "FINE," HEMLOCK/FIR BARK STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES GUY MATERIAL. 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES, OR, 3/8" DIAMETER RUBBER. NO WIRE LAWN COMMERCIAL SEED 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 TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SHRUBS' ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL BACKFILL SHALL BE PIT SPOILS. SETTLE SACKFUL USING WATER ONLY NO MECHANICAL COMPACTION GROUNDCOVERS. EXCAVATE PITS TO A MINIMUM OF 3 INCHES 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 LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-INCH DEPTH 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. ACCEPTANCE OF LANDSCAPE INSTALLATION PLANTING MAINTENANCE TO 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 LAWN 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 EXISTING AND / OR PROPOSED IRRIGATION SYSTEM SHALL BE MAINTAINED, INCLUDING ALL NECESSARY ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE SHALL INCLUDE ALL OPERATIONS NECESSARY TO ESTABLISH THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES m 3 - 2" X 2" STAKES DRIVE FIRIMLY IMO SUBGRADE PRIOR TO BACKRLLING STAKE ABOVE FIRST BRANCHES, OR AS NECESSARY FOR FIRM SUPPORT 2 STRAND TWISTED 12 GAUGE GAL.. WIRE ENCASED IN 2" DR RUBBER HOSE PUNT SO THAT TOP OF ROOT BALL S 1" ABOVE FINISHED GRADE BARK MULCH - 3" LATER FEATHER TO NEE TRUNK. FORM SAUCER NM r CONRNUOIS RIM CUT AND REMOVE ALL WRAPPING & BURVP FROM TOP HALF OF BALL WATER & TAMP POCI ETS TO REMOVE AIR SEE SPECIFIED PIONDW MIX NOTE PLACE FERTILIZER PF BVTK MULCH APPUCA„o,.. M 2 X BALL DR , sr� DECIDUOUS TREE PLANTING DETAIL NO SCALE 1/2- DIAL BUCK RUBBER HOSE LOCATE HALFWAY UP ME 12 GA. GUYING WIRES 2 STRAND TWIST 3" BANK MULCH FORM SAUCER WITH 3" COWINUOUS RIM PUNT SO MAT TOP OF ROOT BALL IS 1" ABOVE FINISHED GRADE CUT AND REMOVE ALL — I - WRAP -PING AND BURUP FROM TOP HALF OF BALL WAIFR & TAMP POCKETS TO REMOVE MR SEE SPECIRED PANNING MIX. 3" TAMPED TOPSOIL - SCARIFY TO 4" OEPIH NOTE: PLACE FERIKIIER PRIOR TO VARIES — BAFK MULCH APPUCARON. ROOT BALL + 12" EVERGREEN TREE PLANTING DETAIL NO SCALE 3" BANK MULCH FORM SAUCER WITH 3" COWINUOUS RIM CUT AND REMOVE ALL WRAPPING AND BURLAP FROM TOP HALF OF BILL. WATER & TAMP POCKETS TO REMOVE MR, SEE SPECIFIED PLANTING MUL. 3" TAMPED TOPSOIL SCANIFY TO 4" DEPTH FERTII - PUCE RIM TO BARK MULCH APPLICATOR ROOT HALL + 12" OIL PLANTING ON SLOPE STEEPEN BANK TO 1:1 MAX. TO CREATE LEVEL PLANTING PIT 2X4X S-0" STAKES (3/TREE) SPACE Y C[OIi�tl4lH�1g8MIFNga9:ID]JDL'3CiiRLIFN11.19]RK11P;;1 SHRUB PLANTING DETAIL NO SCALE 1 /2• DR BUCK RUBBER HOSE LOCATE HALFWAY UP SHRUB ABOVE LATERAL BRANCH 12 GA GITIING WIRES 2 SMAND MST SET PLANT SO THAT PREVIOUS GROWING LEVEL MATCHES NEW FLASH GRADE. FERBLIZER - PPACE PRIOR TO BARK MULCH PPPUCARON. BANK MULCH - 3' LATER FEATHER TO TREE TRUNK. L FINISH GRADE HALF BACKRLL SOIL (THOROUGHLY WATER BACKFILL SOIL AFTER RIAMDNG). COMPACTED 84CKFILL OIL 2 TIMES ROMEW1 DU LARGE SHRUB INSTALLATION DETAIL d i OL2_O\O C: L(X\ � I �RU,eslam/ DISTANCE (X) AS SPECIFIED IN THE PLANT TABLE PLANTING INSTALLATION DETAIL NO SCALE PVNIING MULCH DEPTH - 3" OR AS SPECIFIED PLANTING ON A SLOPE NOTE: PLACE FERRUZER PRIOR TO BARK MULCH ANPUCAMON PLANTING ON A SLOPE INSTALLATION DETAIL NO $CAE BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. SHEET 11 OF 14 UB 24-2 Specifications 24" DeepRoot® Tree Root Barrier Specified mile root banner is a mechanical serum and re depertm used to prevent tree roots frmn damaging hardscapes and ordsapre Assemb%J in 24" USES J lifig modules to create varying lengths tort ImcelalrolxaWm, or penmNer Recruitapplignom mnrdip army A MMenals 1 The mntrastar shall burnish and lrstalltree root bmierasspecified Police motbarnersholl becomes proulpri lay manufacturedby Mode ° Green Infrastructure, 1530 Washington Street, San Frarescre C www deeproot cmn 2 Root barrier shall he rerynlable, blind, another molded paneB with UST (103 mm) will thidness on modules Z4" U699 mm) long and 24' USES mm) deep 3 Rem banner shall be manufactured high )5%reprocessed pdspropytene who added thril let lnbldmrs 4 Met barrier all be comprised of (6E.96 too panels Each panel all him red less than four (4) Molded Integral Vertical Root Dlrescnng Ribs of a minimum 00)5" 1190 mint tddness, protrudup Li 112 )min) at 97 from interior of the Root panel, soared 5' 1524 min)mi Sere OeGiIS A B DI 5 Root banner shall have a Double Top Edge comer gofiwp Re or red, Imegral, Mnrontal ribs at the top of the panel at 01160"1152mm)threemo 3/8" (953mm)wdeandl/4"(635 mint Yet with the howerhe shall to the vertical Root Directing Ribs See Distal Al 6 RM banner shall have a minimum of twelve (12)pro -UR Ground lWick Tabs cwaising of integral morandl ridges of umO NS"19p mmidcknessln the shape ola segment panelvll and the coal oin 08 mprou o 3/8 sIS 53 mum) him paflanel and the Rcgmound indoo 3/8"1953mm)fmm equal spaced parevegmuedlock on eacM1 panel shall he ahou[ epual(4)Mai each set entrrear Re min tllreRing rid IFovr (41 between each set of ribs, see Details B & DI 1 Root ounce shall have an nauseated Zipper lmnng System for assembly by shdmg min panel into another (Set Mail q US Patents 5.305,5rlEand5.R8,857 Other Patents Pentllrg PropeNts Typical Value ASrM Tni Method Toronto Rrengtb in yneld-Wall 2354 PSI U38 iennostrergl g0leld Mnge 2846 Re D638 Yield Elongetmn-Wall 744% U38 yield Elongation - few 701% 0638 Flevural Modulus 119625P51 D790B NmcFedlzod Impact Wall 384 1 025U Restrict Hardness r Rule -Wall 844 D785A 3/8"1953 mm1 DETAIL A 152 0060"41mm) OOW"(152mm) 0060" 152 mml 1/2"(11)mm) nkgral VertKallsoc JERIIGL ROOT DIRECTING RIB 2-1/4" (5715 min) 3j%'p53mm) DETAIL B- ANTI-LIETGROUNDL NOAf9"1152nn) A+ DEEAIL C-LPPER XIINING SYSTEM wins. 'c o,rm".,. clai iy,WE Jeri LL ENTAIL D-TREE ROUMARRIER PANEL BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. SHEET 12 OF 14 EX SSMH 735 Il RIM 6948 P IE E 62 35 8• PVC IS S 62.13 8" PVC J PUNCH IN 2" BRASS DISK IN GONG AT SURFACE, VISITED OCT 2017 CITY OF AUBURN #708-016-,j �rxs"PSS��� -W_ SSMH NOT LOCATE[ POINT OF CONNECTION (P.O.C.). -0- MINIMUM NEW 1" IRRIGATION WATER METER AND BACKFLOW ASSEMBLY, EfC, INSTALL PER CITY OF AUBURN STANDARD DETAILS W-135, W-203 AND W-242 PROVIDE 10'x10.38' EASEMENT AROUND WATER CITY OF AUBURN Z9 �-r... #708 022 D B r H STREET N. W, (NON-RESIDENPAL CO ASPH ST EX 349.1 8PVC. ® 0 59 % �_ _ N 86'20'1 U44.03` (ply (DEPRESSED GONG C'&G p9Po-. IIFFly /,1j (CITY FAONTAAe y SLEEVNG (TYP) 23.V o 7 il1. 6RiVEWAy y1IRSTR1EsTNWY I v 1- PROPANE o TANK SEE I g _ m. , ... .. .. I- CLF GATE �� ... .. .IRRIGATIONN QUICK COUPLER _ E - i - AT END OF MAINLINE, (TYP.) `x _I<< 1141, COVERED AREA REMOTE CONTROL VALVE (TYP) 4 o rrew+e IRRIGATION CONTROLLER TO BE INSTALLED WITHIN A STAINLESS STEEL PEDESTAL EXISIPNG B ' ENCLOSURE VERIFY LOCATION OF ASPHALT CITY.R3DNT11GE \ Z420' 1WRIGAfldN CONTROLLER WITH OWNER AND -' PAVEMENT CONSTRUCTION SUPERINTENDENT/MANAGER. 4 S INSTALL RAIN SENSOR IN LOCATION 23.66 - WHERE PRECIPITATION CAN BE gpLLARDS , , 1" - '. - MEASURED ACCURATELY; SEE pr r - GENERAL IRRIGATION NOTE {)1. EXISTING A zuewrs " PAVEMENT 1 i i ... ... , P/ I ; :11 11 11 11 11 11 11 11 11 11 r 1 " NEW .. i. .. ... ASPHALT ... ... .. EXISTING RAILROAD TRACKS LOCATED BY DMP,, INC. NOVEMBER 2017 I GRAPHIC SCALE 30 0 15 30 60 1" = 30' IRRIGATION LEGEND: NOTE VERIFY MINIMUM 35 GPM AT 80 PSI AT POINT OF CONNECTION. NOTIFY LANDSCAPE ARCHITECT IF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. Rain ' d Plastic 6" PI S as Standard Spray Heads -15F F-circle 3.30 GPM -15TQ TQcircle 2.48 GPM -15TT TTcirde 2.21 GPM -15H iff H-circle 1.65 GPM -15T T-circle 1.10 GPM 15Q Qcircle .83 GPM @ 30 PSI Plastic 6" Pop-up eries Standard Spray Heads k8,nbrd MPR-10F Fcirde 1.44 GPM MPR-10H MPR-1OTTcirde H-circle .72 GPM .48 GPM AN-100 Qcircle .46 GPM 30 PSI Rainbird Plastic 6"Pop-up 1800 Series Standard Spray Heads + 1 FMPR-BF F-circle 1.44 GPM FMPR-8H H-CImJe .72 GPM GFMPR-ST T-circle .48 GPM 1 OFVAN-BQ Qcimle .66 GPM @ 30 PSI Rainbird Plastic 6" Pop-up 1800 Strip Series Strip Spray Heads PR-19SST4'x PR-15EST T18MPR_j 28' 1.11 GPM 4'x 14'.56 GPM 7SST SIX 18' 1.60 GPM 30 PSI Rainbird Plastic 6" Pop-up 1800 Bubbler Ser. Stream Bubbler Nozzle 805-MPFI F-circle 1.50 GPM 05-11APR51H-B H-circle 1 00 GPM 1805-MPR5Q-B Q-circle .5 GPM 05-MPR-5CTS-B CTS-circle.S GPM @ 30 PSI Ranbird 0 150 PEB 100 PEB Automatic control valve 24 vac. Typical 1 1/2 or 1 inch RamBird ESP -MC Series Automatic controller 117 vac., © 1 - ESP-I2MC-SS 12 stations, Pedestal Mount; 1 TOTAL) in location shown on plans. RAINBIRD WI SERIES RAI WFREEZE SENSORS ® WR2-RFC Install per manufacturer's specs. One requiretl per point of connection SYM. CAT. NO. DESCRIPTION 0 Double Check Valve Assembly Double Check Valve Assembly (Per city of Auburn's req.) ® New Water Meter 1" New Water Meter BV RainBird Ball Valve; Size to match Pi e BV Series PVC - Schedule 80 Equivalent Rainbird Quick coupler 3/4" 33DNP Install per detail One required per point of connection. TYPICAL VALVE CALL -OUT INDICATES VALVE NUMBER INDICATES ZONE TYPE (LAWN, SHRUB, DRIP) 3 L�� INDICATES ZONE SIZE (GPM) 3.40 1. INDICATES VALVE SIZE 2 inch PVC class 200 pressure mainline W/ 15" cover min. PVC class 200 lateral line, 3/4" size, W/ 12" cover min. ling. sleeving, PVC class 2000, twice dia. of insert pipe, run 12" into bed stake and flag. P.O.C. -ADDITIONAL ITEMS NOT SHOWN ON PLAN Rainbird Quick coupler 314" 33D Install per detail. One required per point of connection. Wilkens Pressure reducing valve 1 112 #600 inch. install upstream of OKI check valve if required. Wilkens Galvanized streiner 1 1/2 inch, YS-100 install per tletail. Mueller Shut off valve 1 1/2 inch, Mark II install per detail. Oriseal SIZE PIPE AS FOLLOWS 0- 8GPM=3/4" 9-16 GPM I" 17-24 GPM =11/4" 25 - 32 GPM = 1 1/2" GENERAL IRRIGATION NOTE33 - so GPM = 2" S 1. Locate all valves, pressure reducers, irrigation heads and other equipment within property line and planting beds. Verify property s.. .. ).. EXISTING - ASPHALT lines with owner prior to commencement of work. .. I PAVEMENT R Y LI_ ITS bF 40 M-, 2. Install all irrigation heads Flush with finish grade and 2 inches back from all curbs and walkways as indication on irrigation legend. EASEM L p�F_- -�--f 3. Sleeve all pipes shown crossing roadways, driveways, emergency access drives and 70 ----iN - °-_--' sidewalks with schedule 40 PVC. Bury mainline 18 inches and lateral lines 15 inches in A S=B 1 1I1LT V depth with 2 inches extending into planting beds. Sleeves are to be a minimum of twice the /1 1 diameter of insert pipe. NOTE: • MAINLINE, LATERAL LINE, AND VALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON PLAN. • LOCATE AND GROUP VALVES IN PLANTING BEDS WHERE FEASIBLE, ALIGNED WITH PAVED SURFACES • AVOID 90 DEGREE ANGLES ALONG MAINLINE, WHERE FEASIBLE. LANDSCAPE SITE FURNISHING LEGEND SYMBOL SITE FURNISHING TYPE -o-o- PROPOSED 6' CHAIN UNK FENCE WITH & WITHOUT SIGHT OBSCURING SLATS EXISTING 6' CHAIN LINK FENCE TO REMAIN MISC. 4. Install rain sensor(s) in a location where precipitation can be measured accurately. Avoid tree canopies, building overhangs etc.; If a wood fence or building is not available, install rain sensor on to a wood 4x4 post at a minimum height of 6 feet where vandalism is less likely to take place. 5. Irrigation Controller to be installed within a stainless steel pedestal enclosure. BURIED UTIDTIES IN AREA Verify location of controller with owner and/or construction manager. CALL BEFORE YOU DIG811 EXISTING UTIUTIES SHOWN ARE FROM 6. Install all valves and point of Connections in shrub beds. THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE WATER NOTE: EXACT SIZE, TYPE, LOCATION OR DEPTH. AFTER APPROPRIATE FEE PAYMENT RECEIVED AND VERIFYING THAT IRRIGATION SERVICE LINE PROJECT REF: GRA22-0041 AND DOUBLE CHECK VALVE ASSEMBLY (DCVA) HAS BEEN INSTALLED (NOT BY CITY), THE CITY WILL REMOVE THE SPACER AND INSTALL THE IRRIGATION METER INSIDE THE THESE PLANS ARE APPROVED FOR SHEET IRRIGATION METER BOX. THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED CONFORMANCE WITH THE CITY OF BY THE CITY WITHIN 72 HOURS OF THE INSTALLATION OF THE METER. AUBURN'S REQUIREMENTS. 13 OF DEV. REVIEW ENGINEER: 14 LANDSCAPE IRRIGATION NOTES AND DETAILS 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 AND OWNER. 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 FINISH GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR AND OWNER, OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 40 GPM AT A MINIMUM OF 70 PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 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 TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND WINTERIZATION OF THE IRRIGATION SYSTEM. 8. FAMILIARIZE OWNERS FACILITY OPERATOR YOUTH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 10. RADIUS REDUCTION TO 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 NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPUCES, 3M, SCOTYS LOCK SEAL TACK 3576-78, OR EQUIVALENT. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 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. 16. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED 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. LAWN 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 LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 65 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. VALVE GALV. PVC IRRIGATION GALV. PIPE VALVE ROUND DRAIN VALVE r REMOTE CONTROL VALVE f SPRINKLER HEAD RAINBIRD QUICK COUPLER MASTER CONTROL VALVE VALVE BOX DOUBLE CHECK VALVE `PRESSURE REDUCING VALVE (ONLY IF NECESSARY TO LOWER PRESSURE) WILKENS STRAINER 1" (ONLY IF NECESSARY) MUELLER SHUT OFF VALVE IRRIGATION WATER METER POINT OF CONNECTION SCHEMATIC NOT TO SCALE FINISH GRADE PROTECTIVE PIPE SLEEVE PVC STREET ELL NOT TO SCALE LOCKING VALVE CAP KEY HEAD PVC LINE GALV. PIPE, 18" MIN. OFFSET FROM PVC LINE MANUAL DRAIN VALVE 3" GALV. PIPE, THREADED ONE END DRAIN ROCK SUMP 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) ID TAG VALVE BOX WITH COVER: 12-INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD PEE PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL VALVE NOT TO SCALE MATERIAL GRADE/TOP OF MULCH NOZZLE /2-INCH MALE NPT x .490 INCH BDARE ELBOW: RAIN BIRD MODEL SBE-050 iWING PIPE, 12-INCH LENGTH: RAIN BIRD MODEL SP-100 SCH 40 TEE OR ELL /2-INCH MALE NPT x .490 INCH BARB ELBOW: RAIN BIRD MODEL SOE-050 WC LATERAL PIPE 6" POP-UP SPRAY SPRINKLER NOT TO SCALE AS -BUILT BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. 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