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HomeMy WebLinkAboutFAC19-0010 - AS BUILT PLANSM STREET TOWNHOMES SW 114 OF NE 114 OF SECTION 07, T. 21 N., R. 05 E., W.M. CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON RECORD DRAWING W4114MY111CW71*7 OWNER/APPLICANT SUNEET DIWAN DIMENSION TOWNHOUSES, LLC 1900 SCUM PUGET DRIVE UNIT 201 RENTON, WA 0055 (25M) 961-J 6 SUNNMWAN4GMAILCOM ENGINEER/SURVEYOR COSTA PHIUPPIDES PE/STEVEN D Mo ASKEY, P.LS ENCOMPASS ENGINEERING & SURVEYING 165 HE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 COSTAP®ENCOMPASSES.NETI9MCCASKEY6ENCOMPASSES.NET GIR) ECH KEWH HOFFMAN, PE EARTH SOLUTIONS NW, LLC IB05 IMM PL NE, SUITE 201 BELLEVUE, WA 96005 (425) 449-4704 KEVENHWSNW.COM ARCHITECT ROCKY FLORES MERLOCK DESIGN (253) 227-9710 ROG(Y4MERLOCKDESIGN.COM 'pY1111%h`1Y�1:715/_iYPI.`I WATER/SEWER CITY OF AUBURN FIRE DISTRICT VALLEY REGIONAL FIRE AUTHORITY (253) 288-5800 CABLE N COMCAST (600) 934-6469 GAS/ELECTRIC. PUGET SOUND ENERGY (868) 321-7779 PROJECTDATA: PROJECT SITE ADDRESSES.` 2042, 2046, 2050, 2054 AND 205E M STREET HE AUBURN, WA 96002 TAX PARCEL NO, 000100-0101 PARCEL AREA: 90,667 SQ.. FT. (2.08 ACRE) SITE PLAN SITE zIx4wc. R-lo NO. OF D.U.: 5 UNITS PROPOSED USE, MULTI -FAMILY, ATTACHED SCHOOL DISTRICT AUBURN SCHOOL DISTRICT /408 FIRE DISTRICT VALLEY REGONAL FIRE AUMORIIY LEGAL DESCRIPTION: LEGEND: LOT 4, CITY OF AUBURN SHORT PLAT NO. S-1]-]6, AS RECORDED UNDER FOUND MON IN CASE RECORDING NUMBER 7/02090493, RECORDS OF KING COUNTY, WASHINGTON; STORM SYSTEM DEVELOPMENT CHARGE (ON -SITE) SANITARY SEWER MANHOLE EXCEPT THAT PORTION, IF ANY, LYING EASTERLY Of ME WESTERLY MARGIN OF -W- STREET N.E., AS CONVEYED BY DEED RECORDED UNDER RECORDING NO.. 6148986; TOTAL EXISTING HARD SURFACE AREA - 36,901 FF' CATCH BASH SITUATE IN ME COUNTY OF KING, STATE OF WASHINGTON. TOTAL NEW HARD SURFACE = 11,426 FT' SFOPM DRAIN MANHOLE VERTICAL DATUM. NET CHANGE - 11,426 FT' MAILBOX NAVE) 88 TOTAL HARD (NEW AND REMAINING EXISTING) SURFACE - 48,J27 FT' BENCH MARK: STORM PERMIT (ON 8 OFFSITE) UTILITY POLE ON OF AUBURN BENCHMARK NO. 509-000 TOTAL DISTURBED AREA = 54,617 FT' STREERIGHT FOUND BRASS DISK IN MONUMENT CASE AT CENTER OF INTERSECTION OF AUBURN WAY N AND 22ND ST HE TOTAL NEW &REPLACED HARD SURFACE = I2,866 FP GUY ANCHOR ELEVATION = 62.14 NAND 88 TOTAL NEW HARD SURFACE - 11,426 FT' POWER VAULT HORIZONTAL DATUM. EARTHWORK QUANTITITES (ON 8 OFFSITE) POWER CABINET HAD 7983191, WASHINGTON STATE PLANE COORDINATE$ NORM ZONE CUT - SO CY SERWCE CABINET BASIS OF BEARING: FILL - SO CY TYPE I JUCRON BOX NET IMPORTIEXPORT (b-o) = 0 CY HELD UNE BETWEEN WGS SURVEY DATA WAREHOUSE DES INARON 7155 AND TOTAL EARTHPo K (o+b) = 100 CY TYPE 2 JUNCTION BOX DESIGNATION ]360 IE..+ S0017'164W ADDITIONAL NON -BUILDING PERMITS REQUIRED CITY TELECOM J-BOX RESULTNG IN A BEARING OF SOOJ6'O2'W BETWEEN ON OF AUBURN MONUMENTS _ WATER (WTRT TELEPHONE RISER 510-02J AND 510-00B FOR ME MONUMUOTO CENTERLINE OF 'M' STREET (1) - DOMESTIC WATER METER STREET SIGN (1) - IRRIGATON WATER METER ON OF AUBURN BEARING BETWEEN 510-023 AND 510-008 IS SD033Yi'W (1) - FIRE LINE CONNECTION FIRE HIDRANT COA MON 510-023= N. 722751.65, E. 1197991.89 - FIRE (RR WATER VALVE ENCOMPASS MEAS. LOCATION = N:122151.34, E129I991.64 (1) - UNDERGROUND FIRE LINE WATER METER COA MON 510-008 = N.12084ZIL E1297919.3 - BACKHOW (M ENCOMPASS MEAS. LOCATION = N: 12084&67, E. 129797].97 (1) - RPBA DOMESTIC WATER BLOW -OFF VALVE COA 510-025 FOUND BRASS DIV IN MON CASE AT CENTER OF INRRSECTON OF (1) - DCVA IRRCATON (1) - DCVA FIRE LINE WOOD FENCE M. ST. NE AND 22 ST NE CYCLONE FENCE COA 5I0-004 FOUND 2.5' SURFACE BRASSIE AT CENTER OF INTERSECTION OF M. - SANITARY SEWER TSWRI ST. NE AND OM ST NE (1) - SEWER CONNECTION STORM DRAIN PIPE (1) - OhL/WATER SEPARATOR (FOR TRASH ENCLOSURE) INSTRUMENTATION: SANITARY SEWER PIPE INSTRUMENT USED 5 SECOND TOTAL STATION. _ A19 09 - CRAi9-0009 GRADING GAS MAIN FIELD SURVEY WAS BY CLOSED TRAWD?SE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1 22,000, IN ACCORDANCE WM SM19-OXXX - LEVEL 3 STORM POWER LINE WAG 332-130-090 WATER MAIN REFERENCES: ON OF AUBURN SHORT PLAT SPLO9-002 RED. NO.. 20100902900001 RECORD OF SURVEY RED. NO. 81WO 002 ON OF AUBURN SHORT PLAT SP-1]-]6 RED. NO.. P02090493 EXISTING PROPOSED OO • rn � ED 0 R )R � N —G G— P P w W C 0 5 10 20 SCALE 1" = 40' 22ND ST NE W G 215T ST NE SITE z LlTH f ST NE =3 VICINITY MAP GENERAL NOTES: N.T.S. 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO ME ON OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE W1M ME APPROVED PLANS ANY CHANCES FROM ME APPROVED PLAN WLL REQUIRE APPROVAL FROM THE OWNER, Z ENGINEER, AND ME ON.. N 'WASHINGTON 2 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ME STATE DEPARTMENT OF TRANSPORTATION _ (MOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION),# F EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY ME CITY'S CONSTRUCTION STANDARDS MANUAL COPIES OF ME ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SIZE DURING CONSTRUCTION 3. A PRE-CONSTRUCDON MEETING SHALL BE REWIRED PRIOR TO ME START OF ALL CINJSTRUCIION. CONTACT COMMUNITY DEVELOPMENT AND PUBLIC WORKS AT 253-604-5076, TO SCHEDULE A MEETING 4 LOCATIONS SHOWN FOR EXISTING UTLITES ARE APPROXIMATE ME CONTRACTOR IS CAUTIOVED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE ME CONTRACTOR'S RESPONSIBILITY TO DETERMINE ME TRUE ELEVATONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND ME EXTENT OF ANY HAZARD CREATED BY OVERHEAD UDLITY LINES. IDENnnCATGN, LOCATION, MARKING, AND RESPONSIBIOTY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY ME PRONSIONS OF CHAPTER 79122 REMSED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, ME CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS POWER, TELEPHONE, AND CABLE). 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON MESE PLANS A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO ME SITE SHALL BE SUBMITTED TO ME CITY FOR APPROVAL PRIOR TO ME START OF CONSTRUCRM.. IF ME CITY BELIEVES THAT ME PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT ME STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED M EVALUATE ME IMPACTS AND DETERMINE MITGARON REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERAM71W RQUIES AS DETERMINED BY ME ON.. 6. ME CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND ME PROJECT PRIOR TO ME START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE sImu BE SUBMITTED TO ME 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 MEM. ]. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHAL. BE DONE UNDER ME DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIWL ENGINEER. IT CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO ME CITYS 'RECORD CONSTRUCTION — DOCUMENT HANDOUT. EXISTING UTILITY NOTE: DISCLAIMER IF MERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS W DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT ME WORK, ME CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO ME ATTENTON OF ME ENGINEER FOR AD&STMENT BEFORE PROCEEDING WITH ME WORK ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME PROPER FITTING OF ALL WORK AND FOR ME COORDINATION OF ALL TRADES; SUBCONTRACTORS AND PERSONS ENGAGED UPON THIS CONTRACT. SHEET INDEX: TITLE SHEET COVER SHEET cl0 SOUNDARVTOPOGRAPHY C2.0 HORIZONTAL CONTROL 02.1 DRAINAGEPLAN C30 SITE 8 GRADING PLAN Cal WATERBEWER PLAN AND PROFILE C4.0 TESCPLAN C50 CROSS SECTIONS A DETAILS C60 DETAILS 06.1 LANDSCAPEPLAN I100 LAN0.SCAPEFLAM L101 LANDSCAPEPLAN 0.02 SCHEMA TIC IRRIGATION PLAN L2.00 PLANTLEGEND, NO TESAND OF TAILS L300 HAROSCAPEDETAILS ODD ILLUMINATIONPLAN SL1 Know what's below. Call before you dig. 9 AS -BUILT U N R h M1 O N U O� W E W g 0 g O S o cc cc aaa� 5�a �n�aih wwww� 524 WA pH OF 9yYNId�N I� �U3755 `Gp FQNAL 10/25/22 LLJ V C C Z O rUj c) Z Q VJ O w o0 CO W U C 0 P n d WJzy o i^�� oc�N E0 Z EE3e W ss_ao V q Z E o v u z rj 1Z W N m I� h` z JOB NO 15629 DATE 10 25 2022 SCALE 1'=40' DESIGNED CP DRAWN CP CHECKED CP APPROVED CID SHEET C1.0 FOUND ROM AND CAP LSt 1S029 0.29'S 0.121E 8 WOOD FENCE SET REBAR J AND CAP J Ist 42676. TYP. M STREET TOWNHOMES SW 1/4 OF NE 1/4 OF SECTION 07, T. 21 N., R. 05 E., W.M. CITY OFAUBURN, KING COUNTY, STATE OF WASHINGTON RECORD DRAWING _ 2-2-ND STREET HE N8859'S]'W T FWND BRASS DISK N MON CASE PDT 2015 DO 510-023 90Y41°' $ HELD PER ROS RED. NO. 8106309002 J FOUND ROAR FW/I ROAR AND P A W 15029 ISO1 U.45 \ I 1 ylz 085105E O.OT_-____-__-------1aO ME 7360 0 5 10 20 \ I SCALE 1" = 20' 40' POWER EASEMENT AREA \\ \ 2 DESCRIBED NTHIN EASEMENT NO 7812050597 1 I I I Imo. I NO POWER ONES ARE LOCATED IN THIS AREA PER HELD OHVSERVATON AND PEE RECORDS I �+ R SULDNG IN THE EXTINGUISHMENT OF IRIS EASEMENT PER THE RECORDED DOCUMENT -1 tCARPOR/T _--_ _ - _ - "\�� I I WGS 7155 PARCEL 4 / CITY OF AUBURN I I ` \ 1 \\ I\ ( TPN 0001000064 I TPN 0001000061 / SHORT PLAT 17-76 I l\ I l Ll -\ II I205215T 5T NE I 121E MUST Bi NE REC. NO. 770209D943 EX SSMH b� / / 1 1 \ L• 1I14=62.46 \ / NV=5556(8-PVC-W) a • \\ g I . _ _ Nv=55.51 (8wPVC-E) -� X CB SET ROAR RIM=60.75 I , AND 126 215E STREET HE ry INV=8.30 (8"PVC-8) -- Lst 4z67s, TYP. Nv=SB.JD,(Bwvc-sS) \ \ FIRE LANE \S15MPE - NO PARKING --- - FWND TACK/VI-- \ z s I EX SSAH -a = - rs _ NBB5L'57'W 183.13' .I - 0.09'N, 1.241E 11l1 RIM=6L88 � _- SB859'57E Y INV=5533(8-PVC-W) I -EX. ASPHALT- 'y _ // \ - I a II W SEWER PAINT MARK Ft � 6 -EBI -GRAVEL- I --- I<\\Po 0 Irvm I GARAGE �% ---/ / 8 \�\ W _I .� RN 6EX 0155 I GARAGE FF-63.77 \ / GARAGE I \ N R � _ GARAGE FF=62.08 1 AA NV=56.90 (8'CONC-E) I, FF=63 B0 - FF=621fi 9 \/=9 P INV=55.95 (24"GONG-N3:S) GARAGE I _ GARAGE FF=64 00 - ° \ \ GARAGE r \ II jI I I GRAGEFF-63 84 AFF=63.05 /I \ m m m c% F RIM =60.98 6R° 8 °3_ r. R INV 57.91 (8"CONC-W) EX. C3 RIM=NOA7 ' • \ INV-5847 (8'CONC-E) CBy/ RIM -- / I \ II I NV=SIB 8 D Ui INV- �2] (8'CONC-E) BUILDING / \ jj I . \ FF=64.Ofi / BUIUDI B3 I (8"PVC-Y\) Z ON! INV=5B.23 (8"PVC-NW) 1 UILDIN 9 III-.. INV-5803 (8-PVC-E) UKDINC I I BUILDING 11 ( 11 //) D I I INV=SIB OJ (6'PVC-PVC FF=63 47 // WATERLINE PER / % 11 � ) /j / //1 I • i = att As BUILD 2025 'M' STREET N.E - ----NT / TPN 000100-0101 "-------- / 5.00 WATER EASEMENT �^ „ I 311'� NO. 8104220749 / JD' I. 2011 .0. 12" 16' 1 12"-"fR'-' 15" .0. _ \ -HIM/ N8859'5708 305.58' �- EDGE OF PAVEMENT \ EX. SSMH I EX. GONNA I •I .. 91M=6206 I RIM61.5 ADDITIONAL NOTES: INV=56.25 (8"PVC-W) I RIM= ALL UTIUTES SHOWN ARE PER FIELD MEASUREMENTS EXCEPT WHERE NOTED. NO FURTHQR INV=56.15 (a PVC-N) d `I R INV=%07 0] (T2'CONC-N&S) UNDERGROUND UTILITY LOCATIONS WERE CONWCTFD BY A UTILITY LOGATNG SERVICE C THE PURPOSE OF THIS BOUNDARY AND TOPOGRAPHIC SURVEY IS FOR CIVIL ENGINEERING DESIGN FOUND 2.5' NA THE CONTOURS SHOWN ON THIS SURVEY ME BASED UPON FIELD MEASUREMENTS AMID ARE SURFACE BRASSIE RELATIVE TO THE LISTED BENCHMARK MD DATUM. THE RELATIVE ACCURACY IS ONE-HALF THE OCT. 0- CONTOUR INTERVAL OF 2 FEET. COA 510-CUB ME MAPPING AREA IS RELATED TO THE BOUNDARY PER FI MEASUREMENTS AND A COMBINATION OF CLOSED LOOP TRAVERSE AND CPS OBSERVATIONS SITE VICINITYMAP Mrs LEGAL DESCRIPTION LOT 4, CITY OF AUBURN SHORT PUT N0. SP-17-76. AS RECORDED UNDER RECORDING NUMBER =2090493, RECORDS OF KING COUNTY. WASGNGTON; EXCEPT THAT PORTEN. IF ANY, LYING EASTERLY OF THE WESTERLY MARGN OF 'M° STREET N.E., AS CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6148988; SWAM IN THE COUNTY OF KING. STATE OFS WAINGTON. DATUM NAw 88 BENCHMARK CITY OF AUBURN BENCHMARK NO. 509-C30 FOUND BRASS DISK IN MONUMENT CASE AT CENTER OF INTERSECTION OF AUBURN WAY N AND 22ND ST NE DEVATON = 62.14 NAVD 88 NORIZO14TAL DATUM HAD 1983/91 BASIS OF BEARING HELD UNE BETWEEN WGS SURVEY DATA WAREHOUSE OESGNATON 7155 AND DESIGNATION 7360 IE: SOOITl6°W REWLTNG IN A BEARING OF SOT36'02"W BETWEEN CITY OF AUBURN MONUMENTS 510-023 AND 510-005 FOR THE MONUMENTED CENTERUNE OF °M° STREET CITY OF AUBURN BEARING BETWEEN 510-023 AND 510-008 IS S00'33'tl'W COA MON 510-023 = N:122151.65• E:1297991.89 ENCOMPASS MEAS. LOCATION = N:IW51.34. E1297991.64 COA MON 510 M - N:1201 E1297979.3 ENCOMPASS MEAS LOCATON = 4:12084687, E:1297977.97 EGA 510-023: FOUND BRASS DISK IN MON CASE AT CENTER OF INTERSECTION OF M. ST. NE AND 22 ST NE COA 510 008: FOUND 2.5' SURFACE BRASSIE AT CENTER OF INTFRSECTGR OF M. ST. NE AND 17TH ST NE R48TRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. REM SURVEY WAS BY CLOSED MAVERSE LOOPS. MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WN WAC 332-130-090. REFERENCES CITY OF AUBURN SHORT PLAT VLM-002 REC. NO. W100902900001 RECORD OF SURVEY RED. NO 8106309002 CITY OF AUBURN SHORT PLAT SP-17-76 - REC. NO. 7702=493 LEGEND EE WATER METER a FIRE HYDRANT DG WATER VALVE ° TELEPHONE/CABLE RISER Q9 SEWER MANHOLE ❑ CATCH BASIN ® STORM MANHOLE 0 MAILBOX © POWER VAULT 0 POWER METER x 4 a MAPLE TREE ® BIRCH TREE HAZELNUT TREE D 1.Sx1.5 BRICK COLUMN AS -BUILT PROJECT REF.' FAC19-0010 ® 6 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ALIBURN'SS REQUIREMENTS APPROVED BY � M9 Know what's below. Call before you dig. PATE APPROVED: 12/09/2020 o � m Z � O � O Moe ��9s MYBPo R�°CISTEMg9,R. ONALLAAD _ LUEL LU V1 Z Q � LU r LU Q pLU 0 � Q n 4AG n N N `v J0 v Jz q _ n ME n Er 5t € N 190 N Sao- OW q 3 UW_ ,IZ,^ � U �z 1� Z �u - `W W N N 2 e a JOB NO. 15629 DATE D5/07/20 SCALE DESIGNED SDM DRAWN ,FF CHECKED SOM APPROVED SOM SHEET C2.0 r; k' c � � m z � o N �L o 'r m kk1WMAL lAL Uj 2 2 z p Q 0 2 �j ~ 1_ 0 W o O wU W � o� O a Z� 4 q A r Jz Y.iU) O 6 „ oz 3Em W 3 m V E _Z _ a 0 �z� Z Vy LLJ� 2N �j Z JOB NO. 15629 DATE S 8 SCALE 1'-20' DESIGNED EDN DRAWN i1K CHECKED EDM APPROVED EDN SHEET CZ I 1 MEMO M STREET TOWNHOMES SW 114 OF NE 114 OF SECTION 07, T. 21 N., R. 05 E., W.M. am 6b v Dr&TRARON mENO. CITY OFAUBURN, KING COUNTY, STATE OF WASHINGTON tiRa PER OBE SNP W. SEE MO I RECORD DRAWING z STA 13r66.24, IAI6' LT I STatg15 AT iRD1TH BOI �4 a -sows r Do9!�(rrA7E I RINI C SD pwE • adr I I o 5 10 20 NOTES: 62.37 ERd-IIIII B E�'� �-6•-\ fifIIFFT1 Ii1rRATw • ALL PERVIOUS AREAS MUST MEET POST N8859'6YW �t>s�p• _ s i� \ MM6 or) SCALE 1" = 20' CONSTRUCTION SOIL DEPTH AND QUALITY PER DOE \ - - �� ATTe1 121.6Y' L - - - - \ ¢ Ex FENCE • EXISTING DRIVEWAY TO BE REPLACED AS I U DEN DRAh/ _ _ _ \ EX RENCE TtP NECESSARY TO CONSTRUCT ADA COMPLIANT 63.48 IM2 paO pp1 SIDEWALK Rd -et 63.25 - SDro ARanECT PLANS FlRE LANES TO BE PAINTED BRIGHT YELLOW WITH _ '^� I "FlRE LANE" PAINED AT 50'WD INTERVALS. HAVE LETTERS E-eaaO r SEESEE 1,NOWAPE PUN �- - - - - _ _ - _L=eat � I SHALL BE 24" HIGH, 12" INDE AND HAVE A 4" I\ I BRUSH STROKE WIDTH MAY REQUIRE 7O NEIGHBORING DRIVEWAY TO NORTH �� � �� ON � �0 I I MAY E E ADA REQUIREMENTS CONCRETE REPLACEMENT I wi1[w E>iu�.tlf I TO MEET ADA REW/REMENIS 4T IF 6• SD SUIS AT WENCH I %ERlrr 6 OTAK I , -SOGO•s T YARDDRw N .T \ A T2+47.At IODii' I TW-6J.dlt I g 140 DRAW R61, MATE It-MwtaM RE90ENI " � CRA I I I I1YGIIIERI MAT 62.67 PARCEL 4 r� M BLINDING L BLIw CITY OF AUBURN F.E. OEr-66O031 63. E}'81N TPN 0001000064 I TPN 0001000061 / SHORT PLAT 17-76 AIVt HD �,SiAYSl3l. SN40. 6T w I V REC. NO. 7702090943 ti I y,6y�� � I626k •. A3 I STA 1J0144 4&W R7 A w A I I" 2.69Rar-E aim6�lwt I .. •/ ... / ..".' I � . � N I STA f2+4z64 2a96' RT RIM = 62.50 \ _ TWE II rwAT[A IE=60.2512"DI(N) I • ) I / STA 1T+6672 2145' xT I .. ........... ... . 1.. .. ... 6' SD ' • I OO6N TURNED 95Ow IE = 60.15 12"PVC (E) I I \ I 'I / I[2.33 RAW-6Y�SBl 21 0lax I\ ..'��'.'.'...... . .. ..: ...:.... �... ,. .`r 263 I / I II IE=60.306"PVC (NW. W) ff-Ba65. 1z• SD I \ .. ... .. ... 14 6t'ff6�f0a . ' STA f2+2i61, 2d66• fIT I 1 f 1\ / E-61.35. 6. 5a /�.'.'.Q'.'. '....'.' f ','.'.'.'.'.'.',.......6RAN I t.7I I TIDE f dT /2 .'...'.'. .'.'.. .....X''.'. .. ............ .b'.............'.. • / R6M&16fH 63.46 I PROPERTY CORNER AT aeAx ro aREcr E-SIMNI (N)59.91 12" PVC (N) STA - AUNDF 1ww0a am - MITI) YARD rs6TCN DRAIN(M) I / .\'.'.'....S.F .. ..0... ... ..'.yr^','.' jIr'. q�ECF�rY 1 I ntmm�wl5)_•�- i'.'.'.'.... z7I �lEX". R-RCEwIdAwNllALL _ -WNs -M IX C SIP a _ °D6 r c\d�Is I / cns^ ........(70 va•sD eta 21ST TREETNE RNa60.69 1. Wv- PV-s) 4 STA 1241314 aar-- ENV- �'-� sB. 9 s ..., z �. PROIE'C'LGYq� NO PARKING CONNECT ro I 1 /' C 1 -t - Pd - _ _ -- _ _ ��=s663s•srw5111 (' . . ROOF GRAM I _ _ -- --- _ o r '-]aar 1 DO �I i 1� EoSMsf I r - siA IliSRla1v R- ---------- --- -- = �- T - ydire I - \\ - \ �-1A"" L!. __� T P i PT a. a I • I ,I - mEgug lPEPr I Itl / BB I I` ER GRAVEL... I -(' __ ,� a �6�\1 ,lam _ I Ex. swan ISECiw�O EXSRNG . GAA_CE I_\ fGARAGE / RIM, 6' S5 ( 8 . ) EXRV=559(2A"rONC-Nk8)EXISTING GARAGE GARAGE WAGEEAI EXISRN/XSRNGEARRING GARGLE I •' ! EX. W CAFAGE / GARAGE / R I a { RIM=6D 96 • �s.^i �: I a. I I N'`�Ip1I �. A I INW57.91 (6tONC-14) e 4 I r / n / 1 & �\ I I1 3• , 3 REx IM=6097 I I " • \ I / E%. \ I E" INV=58.0 (8`CONC-E) NV-5827(81 EX GO /� 1 I(Tp )I W RIMiNV=580M23 I 1 a• �� (6'aVC- - 1 I I O • • . W INv=6E o3 (Srovc-S) 1 I d Il INV=5803 (8-PVC-E) , . ... - RTSI TOO IF 6RARN TRENCH,- STA i2i 63, 2&ar RT - - .. - - .. •. .. / �� \ CHES ER SIR)150f. . RIM = 62.50. _ PI EIEY: sawl 63.4B IE 60.2512" DI (N) OEo TOvER6Y E - M)59.91, 1 ' PVC (W) IE =-60:15 1 "PVC (E) S2S AT orm (s 61..41 70 . - - STA i 421ft 12' R7 ... ... ... . °i 1J . STA 12E11 211 I IS if I a° SD-6IA2 ... .. EX. C6. ____-_ _\ .. EX I'llM'N dG1ER ]P 6•SS-6&SI 0.69RIM - CRADE ) .. OONN DgOw - .. 58.441Nv 8'PVC-5) E.'ealz 4�6FFCso _- ----. - .5839 E odli A6%. ____-_- 6s r, ____ _ \ _ 11 I r ( .. .... .. ..167 LF - O.SB% .. I ( - 1' J -`-' \'l\ " II RM aEW .57 6O \ INV=5607 (12-CONC-NAS) s ... --- =--- 0Qd�a, NM7ER _ _ MIER 0-1,• �II ---- ---- . 12'SD-80.4 - STA its ed itl LT 5 RP 8•So=M17 --- _ 35 I� MATCN�LINE --5 -- +STA 7Y 2Ali TE62.33 S _ EMISIANS 1IRK.31 % -. SrA 1ts218Z MIDI L;J-- IS E-W 04 12• SO .. NKPa4D �II N E-61. 6- So ... - ELEVAiw .. .. - - .... 62.46 50 AS -BUILT � m � .... . � �. � �y � b "{ � m � ,y b � � b � ,I .e.' b m• µ � w5 .. � � .rye N nP' u{ b tl � Iry�, � - (�� E'! (+ C 15.00 1z+w 11.00 1D,CCa 94� PROJECT REF.' FAC19-0010 THESE PLANS ARE APPROVED FOR CONFORMANCE AW M 14+aD 21ST Sr HE WITH THE CITY OF ALIBURN'S REQUIREMENTS HORIZ. 1'=20' tv VERT. 1•=5• APPROVED BY: Know what's below. 12/09/2020 Call before you d•19• DATE APPROVED: 12 I o xm O y S g�g kn o W uT * TA z ti Taypy 4x' LU C>3 66 LU _ C) W LLJ Z Cc W ti o O v) LU W C Ir n 4Am e � N r^ S� /Z o m �> n S e I _ E o m 0 OW NQ3r mm< VZ �W LLa i o JOB NO. 15629 DATE 911812020 SCALE i IIIr DESIGNED EOM DRAWN ILK CHECKED EOM APPROVED EDM SHEET C3.0 M STREET TOWNHOMES SW 114 OF NE 114 OF SECTION 07, T. 21 N., R. 05 E., W.M. CITY OF AUBURN, KING COUNTY, STATE OFWASHINGTON RECORD DRAWING - T- - - EX FENCE E02 -�- -- I _ I 'cmtr-- - PROPERTY SIT LANDSCAPE PLWB 4 z--_---\� I I z LW I I � �'� °'E I I I SCALE 1" = 20' moor A� ''.: A c I TPN 0001000064 E emu. I ' I PARCEL 4 R F.F. ET23' - 6/.Q \ CITY OF AUBURN \ I a I TPN 0001000061 a I SHORT PLAT 17-76 IIAX NFlGHr�O. (\ / I / I I I'NDE / REC. NO 7702090943 SDEWMK ,, t / I A I I BJ I '% 1 I SJA 26t5422a R' LT AAAA - \ Va « ..... W/rlf / ... .. /. • • I / I A001007YN4) I I SDEWNK ILATaI I +C. NOTE A p� I I ..... I SEE SHEET C3.0 FOR \� EWs1wc TO W W AC .. - DRAINAGE SYSTEM DESIGN 121T 21sT sr L� 1 e24 me .. � r y iW A70i0I06PMISTA IBt9J14 2�I.68 LT °2 1'/} } n+a a. / II I (4 G OAe OAIg I / ... .. 1 - IT / n era aroLcwAi au roc Soo PRYP05ID DWTEWAr I I .°4...... a . ..�'�.'�.�. - - _ Io.m eoc \ \ DRWIWYY, E]?, a pA¢RNE @s'"' j,� 1 I EX ROCK WALL - - 4 AOCESS PAI EI�/i I I c _ ..... _ _ E%. CB Ui. $ . GAS T 35 COORPVE1lE;mim (SEE DEEM) ... SINN'E a a o o •e �6A (AID ROLMT) C PLOTW E a _, —a _ 21ST TREETAa eDIV RM=6075 a s s u iTIARA •_ a --s —a a _5635 'PVC-5 C. I I SEE Ac= 42I.W'LT \ �Ixvvse 3o ,(evvc s�i- s' S DErM nas aixi�DePRe� arae s PADPFRn cii N®OT Sro F-IQII-DI �1 $ APE NO PARKING LEFT -- - -_- - \ 22 W.2At TAX 1 ✓' M, .P -� / - -_ _ Ate,, I_ e/.zA:eW AAA AAAAAA AAAAAA`--- -- - _ STA I8 M,06, 21.74'LT ___ A4C __ w " w1W 4 w— / - �•_��_w - • 16TALL 24'Q'MeWRCAI LAIDVi PR T 1. WT WR6MIIP w 'EXL ASPHALT W AY RAIm PE8 FIDD 0AFFlC andT PE1T AMENTY-i].f0-02 pWUSDAPNR \ I >_x r-- --__ _ ___ __ _ --� _ l 2. Sd 1Oh28.0],XMI) MATEPoALS Aid) EU2Y I \ _ NEWT Sro F-f0.i2-OJ ..... O.. T T _ �_ - I .—' STRPE (SE m) �r---- 7 $ \� -� p1l �I •yA I MYiII ACRSS ROAD I 1 gCDDI FC (BEET C42) PRd'OSED Wl4RE0 iRA91 \ T 31 IF - A7ERVSURE d) TURN arW PFR N500i STD SNALL 9E CON851TNT IGAINING .09! IW I P a I. er.cWf ea WIN PROPoSED FDAME6I. ea1pMG \ / \ (SEERCWIECT AREAw D W r II � � \ QI.583 IDC NoR p AI s) ... \ PAWTENT M - ! I I m.aRf eaC -Ex GRAVEL- _ TD PRIDRC 24' NDE II VEM- WONaAAR AP(i5S �T%T'/T PANDErIi l A pj � �c . jI.E� 8 I 'I .. - I _._x. SEE S2EEI p40, ,1 atAOES PER { R �sg\ I _ E% SOMA I . C#STING \. '/ $ A APPROIID R RIM 61.55 (ISRNG GARAGE PLW OF I \ I & < 4 INN 56.90 (B"CONC-E) EXISTING CARAGE v - ENISnNC OETEL R Y{ 61. 7 1. INV-5595 (24"CONC-N&S) GARAGE I \ GARAt£ EXISTING a� EXISANG \ EXSnNG GARAGE I GARAGE I GAIGARAGE R I ) \ EX C8 I\ b^�: RAGE o-. W \ I RIM=6096 _- 1 fit ro IX I I 4 & , i • INV-57.91 (6'cONc-W) I - \ / 7 \\ I I- IKlIT ROLE wv=sen (6'cGNc-E) 56 I EX I - INV=2]ES-E) W RURYIED ! % I RIM .66 G / \ UNIi - .: n W q¢Y EXL 6 13 EXISRNC BUILMNG RELOCATED TONEW (6"PVC J) I R M IXN1 PDLE Zu l I \ INV=56VC .23 (8'P-NW) { \ ExlsnNc BunGruc I II , i n . 1-1 `� '` g uINV=5803 (8"PVC-5) EX15DIC, BUILOMIG I ( I I P: I � INV=56A3 (8'PVC-E) / a, ( MONO BUILDING L I I i 11 i• AIlSDaf�am P T \ / \ .. - 14 1-/ ��/ M STREET N E �i• '- SEE SIEET SL1 BY 6DERS < _ /IPIAfF�IC SDEWAU( & -lLWIER SDNP WITH HEW \ ----- 142�__§TR ra'-WDE sawAu PER TPN 000100 6161 ---_-_- arr OF AUBURII sm. / —�— g7yt_i-u5------L OLN! SIC _ WPIATIIX War '^T� / - - - - — a - - - - - /\ (� Alt D a 1 dIW l alM ^ • • a .'.. M60070ETAL F- 12 - n O&M BDC EX. SOMH \ e1.7O! TW RIM=61.57 END REMOYAI ! \ - 61.20! Ba. INV=56.07 (12•CONC-N&S) REPULEMFlITW \ a VA IINJAM7454AL Y i soEWALR AT SFAN O5 4rMT RIPUISEAM mq AT I I MATCH LINE A, I NOTES: • ALL PERNOUS AREAS MUST MEET POST CONSTRUCTION SOIL DEPTH AND QUALITY PER DOE BMP T-5.13 • OUSTING DRIVEWAY TO BE REPLACED AS NECESSARY TO CONSTRUCT ADA COMPLIANT SIDEWALK • FIRE LANES TO BE PAINTED WIN 4' BRIGHT YELLOW LINE AND FlRE LANE - NO PARKING PAINTED AT 50' INTERVALS. LETTERS SHALL BE 24' HIGH, 12- WDE AND HAVE A 4' BRUSH STROKE WDTI4 • CONNECTION TO NEIGHBORING DRIVEWAY TO NORTH MAY REQUIRE ADDITIONAL CONCRETE REPLACEMENT TO MEET ADA REQUIREMENTS 0.5' MDTom Om PER MSDOT Sip F-14 12 A. 6" - 4• Loflc WNCRE1r Wmi STOP. INSTALL PER MANUFACNRERS RECOMMFNDARa15. I J' WNIE STRIPE PARKING STALL DETAIL 1. = 10' J 6 4 d a R=2 I r Q dA. =2 a r EXPANSION JOINT DETAIL NIS AS -BUILT PROJECT REP FAC19-0010 • • THESE PLANS ARE APPROVED FOR CONFORMANCE WITH 7HE CITY OF AUBURN'S R£OUIREMENTS Know what's below. APPROVED BY. �6 Call before you dig. DATE APPROVED: 12/09/2020 o � m 2 O S to Will o p D. 4F oY E. W 2� !WlA�31�t Z t:l J v Z o Wa zoQ� 2 � LLlW O Q ot$ w Mw rt^^ v/ Q LL o 0 s e AAA V)Z �> jr n Q P U) CIA () 3$_i m E3�q UW 0A Z (J m o =W LLJ & g z JOB NO. 15629 DATE 911812020 SCALE 1=20 DESLar" mu DRAWN UK CHECK0 EDM APPROVED EDM SHEET C3n 1 r..I-...-...-.......-... PR011'CMYI \ YRNa SEE LANDSCAPE PLANS) 4 eBLE CHECK / CLOUD ASSOCIATED WITH SEWER ASS Y-MW PER \\ dd / REVISION APPROVED ON 1025.2022 COA S ID'DEiaL\W-0 A gRAMy/. .1i=59.nI RIM Ee INIM O L q�1II, Ew59. SSMH If I IF "' K SIDE 48" PEN C.O.A. SM. s-07.1 1 2.Ox COCOA STI POSTS / MR OF 0 52 / 08 23 LL6'Oa52 i r 1 I I � II STA /4+DI.M,, III AREA DRAM W/S/MP h LEGEND DOWNTURNEU ELBOW - 63.051101 e- ■ CATCH WIN TYPE 1 59.75 IE-40 0 •: CATCH BASIN TYPE 2 SEE AREA DRAIN DETAIL CATCH WIN TYPE 2 (WITH THIS SHEET BEEHIVE GRATE) PROPOSED COVERED TRASH • STORM DRAIN CLEN40UT ENCLOSURE, ROOFING MATERIALS AND FORM & YARD GRAIN SHALL BE CONSSTETIT STORM DRAIN WITH PROPOSED BUILDING - STORM DRAIN SERVICE (SEE ARCHITECT PLANS - ROOF DRAIN FOR DETAILS) u�TRENCH DRAIN 40 SANITARY MANHOLE • SANITARY SEWER CLEANOUT e SANITARY SEWER MAIN SANITARY SIDE SEWER ® WATER MAIN WATER SERVICE N WATER VALVE 18T' WATER METER PP WATER TEE )e WATER FIRE HYDRANT WATER BLOW OFF VALVE {} i"F WATER COUPLING NOTES: 1. LOCATION OF SANITARY SEWER STUB SHORN ON PLAN IS APPROXIMATE. CONTRACTOR TO POTHOLE AS NEEDED TO VERIFY LOCATION. 2. MANHOLE AT MIS LOCATION MAY BE MAIN. 3. CONSTRUCT 6" PVC SEWER SERWCES PER C.O.A. STD. DETAIL SEWER-01 0 2% MIN., TIP. 4. SEINER SERVICES SHALL HAVE A MINIMUM WRDCAL CLEARANCE W 18' FROM WATERMAINS AND 12" FROM STORM & SANITARY SEINER PIPES. 5. CONSTRUCT SEWER MANHOLE FRAME AND COVER PER C.O.A. Sro, DETAIL SEIVER-04 6 42" MIN., 720 MAX COVER OVER WATER MAIN, TYR.. JS CROSS CONNECTION CONTROL SHALL MEET THE FOLLOWNG REQUIREMENTS JD 1. ALL BACKROW PREVENTION ASSEMBLIES SHALL BE INSTALLED IN A MANNER THAT WLL ALLOW PROPER OPERATION, AND IN -LINE TESTING AND MaNiENANCE 2. A SACXROW ASSEMBLY PLUMBING PERMIT IS REWIRED FOR ALL ASSEMBLIES INSTALLED WITHIN THE CITY OF AUBURN, ANDIOR THE CITYS WATER DISTRIBURON SYSIEV 65 3. BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STALE DEPARTMENT OF HEALTH-BACKFIAW ASSEMBLES APPROVED FOR INSTALLATION LSE. 4 BACKFLOW ASSEMBLIES MUST BE TESED BY A STATE CERTIFIED BACKROW ASSEMBLY ESER, AND INSPECED AND 60 APPROVED BY A GTY OF AUBURN GROSS CONNECTION CONTROL SPECIALIST 5. AFTER APPROPRIATE FEE PAYMENT RECEIVED AND VERIFYING THAT REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) HAS BEEN INSTALLED (NOT BY CITY) THE CITY KILL INSTALL THE DOMESTIC MEER INSIDE THE DOMESTIC METER BOX. THE PASSING EST REPORT FOR THE RPBA MUST BE RECEIVED BY 55 THE CITY WITHIN 24 HOURS OF THE INSTALLATION OF THE METER. 6. AFTER APPROPRIATE FEE PAYMENT RECEIVED AND VERIFYING THAT DOUBLE CHECK VALVE ASSEMBLY (DCVA) HAS BEEN ISTALLED (NOT BY CITY), ME CITY KILL INSTALL ME IRRIGARON METER INSIDE THE IRRIGATION METER BOX, THE 50 PASSING TEST REPORT FOR ME DCVA MUST BE RECEIVED BY THE CITY WITHIN 24 HOURS OF THE INSTALARON OF THE METER. 7 DOUBLE CHECK VALVE ASSEMBLY (DCVA NOT BY CITY) TO BE w INSTALLED BY THE CONTRACTOR WYD THE FIRE SERVICE LINE THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED 45 89 141V(Xl �s �J -1�_. 1 ' URUTY / REMOYE IX. YDOF SANAAA--w __- 1251E 8'ela5 /. ROq(WALL (f ¢¢6+ _ .yew / �T /1A142F0 55.2h1A44LL1-L _ STA f3+5&8% MO0' LT 2-B' O' BENDS (M01� f-9'XB• TEE (MJHL) h6� NIPflE „ f-6' GATE VALVE (MMJ) ! T �TQIUSi - - a. -: 1-6' 01 - CUT TO LENGTH T T- &.�C( _ _ _ _ LL/' 1� .. $iMp"D&DmMq k 1-8• PLUG W/ GOING. II A. 1D GO ' LT - RRi�pq 5iiN .: PAVE.AkNi TR:9 OF NM � T31 _ I \. \ T� COAWELTIOF T P � CO =579 EE�(W 3 M STREET TOWNHOMES SW 1/4 OF NE 1/4 OF SECTION 07, T. 21 N., R. 05 E., W.M. Qz CITY OF AUBURN KING COUNTY STATE OFWASHINGTON REC05D DRAWING X 0 5 10 20E(TO=a SCALE 1" = 20' FIRE SPRINKLER SYSTEM NOTES: t7777/7 SPRINKLER SYSTEMS SHALL MEET CITY OF AUBURN STANDARD 7+01.6.2 AND THE FOLLOWNG REQUIREMENTS 1. PROPOSED FIRE LINE SIZED BY A FIRE PROTECTION ENGINEER. SEE DESIGN BY EMERALD FIRE. j1 2. BACKROW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES A 3. A SEPARATE DETAILED PLAN OF ME UNDERGROUND PRE SPRINKLER SUPPLY LINE SHALL BE APPROVED BY ME PRE MARSHAL AND INSTALLED BY A WASHINGTON STATE CERDFIED LEVEL WCONTRACTOR IN ACCORDANCE WITH WAG 212-80-010. 4. A POST INDICATOR VALVE SHALL E INSTALLED ON ME FIRE SPRINKLER SUPPLY LINE i0 ISOLATE THE SYSTEM FROM THE STA 12+52.53, 3J.16' RT STA WATER SYSTEM WHEN REWIRED FOR REPAIR. POST MDICAMIR VALVE r PER WIELLE2 CO A-20606 5. BLOCKING, PIPING, AND ROOFING DETAILS SHALL BE PROVIDED WITHIN THE SUBMITTAL. OR EQUIVALENT STA 12+5582, 4000'1?7` 6. APPROVAL OF THE CIVIL PLANS DOES NOT APPROVE THE INSTALLATION OF ME SPRINKLER SYS/EM SUPPLY PIPING. FIRE DEPARTMENT CONNECTION PER DETAIL THIS SHEET RONA PER COA SM DETAIL W-22 OR 110-23 DWENE CHECK VALVE ASSEMBLY PER C.O.A. STD. EX a' SAN. SEWER STUB 110-24.1 (IRRIGATION ONLY) & 6.5' DEEP ,}P DOMESTIC WATER NER art, ows))' / SERVICE & WATER METER CIXYIRACRrt TO 1 PER COA SM DTL W 14.1 LOCAM DURMC & W M`f CON511TUC11ON SSMH 2 (COD -� ° 1 1/2'IRMCARON WATER 4B• PER GOA. STD. S-0].1 / -PR JI ' LAG' SERVICE & WATER NE1FR sTA. it+1 ].15, 1240' v PFF AS -BUNT I \ (M BE SM & DESIGNED 63.32RM=63.St RECORD DRAWS Ex SSMH I" /, BY OTHERS) PER CDA 51D 56.67 IE�bhi& 8" (Wi RIM-62 46 / / \ / STA DE W-IAl & W-1&4 66.$7IX IE�ST.BBS B'(E) I- APPROX. LIX:ARON INV=55.61 (B"PVC-S) h I I Wi IMF IX. 6.510E INV-5556 (8-PVC-W) STA +4A4&1j,4BRT - F�F 8•PVL' SERVICE INV=55.51(8-PVC-E) 1-FIRE HYDRANT ASSEMBLY I'l _ _IX 8 g _ C PER COA SM W-W.1 W/OlARO POSTS PER COA SM w-08 261E LIP OIL a 52 yp, pp1 OIY FECORUS G S t, ° ri.-. STREET NE f, G AS III, W7O r, -, -, -, -, .21ST _ S S- S S - 4 _ •�. rr 4.�ri5 �r6�na r :a��ti ' r�ari•.�s..c __ - _ a I him LT EX SSMH r RIM-61 88 INV=5533 S-PVC-W) O INV=5408 (10"-E) 30" SEWER PAINT MARK \ \ f-irl •TEE (RWJ) WA Pr CORER. OVER PIPET ". b I 1 2• GATE VALVE (FLWJ) A M (X 5* \ / i �WOMEN T . STA A.7Q 1000' LT I . r1tB" TEE (Fb1FJ TO I B " 1-B A - j COI i EX HYDRANT p - - '� \ 6' M IF IA'CTH 1-8• ALVE�FIMIJ) I Si BLOODING W THRUST BLOCKING - _/ / EXISTING VI I EXISTING GARAGE _ \ % R EXISTING GARAGE R < S EXISTING i/ I I .. 'I GARAGE I \ \ 1 GARAGE GARAGE I EXISTING EXISTING EXISTINGmd - GARAGE n I GARAGE GARAGE _ \ B \ EXISTING BUILDING IX. HYDRANT TO BE R[.$lGNST HOSE PORTS EPUCED I2-2 nw 1w 2 \ l EXISTING BUIN 1 AST I \ I a 2 I- ) WITH HYDRAADAPTV? TER EXISTING BUILDING 3 ( \ INSTALL NEW HYDRANT CO W�OII IF \I EXISTING BUILDING 15 B�V GE M2 ( CO NMM V / / �nl sMG Am NI RONS / v / i /I - J L / Vp ETlT PER - r-------------------------------------------- .N.. .s' g1YM B @ ROW I STA. f3+58. rO00' LT SSWI if (COA - O.A�51D. s-OT. EX SSMH Ex SS H 1-BLAB' (M&EL) 4r FDA. STD, S W.1 STA. i1 1240'R R'WC-046 RIM=My 8 -6' (µ17E VAL (fLW-0 / STA J+ 63. 0 63.20 i EK ALCNC 3. INV 5561 (e"PVC-S) INV-55 3(B"PVG-w) 1-8' D - Wi YD LENGTH RINr Sia Y +11fA QiM' E= IE=6F.48-B` TIN 55 sfi 0'PW ( W) INV-S 08(10"-E) 1-Tr w/ccwc' BLOCKING GRADE 56.57 .571 K+59:80 B' wv s5st (a"Pvc-e) E 8'(N SA 5 MRI IE_=IM eF6 57.90 - i0P OF EX 1 ' - _ _ _ _ - WAITRMAIN. 4t -I SEE NO r GROSS { I I 1rMa i _ SE �5OE WER CROSSING HYDRANT Y -- J VIDE f.5' W CONNECT YD IX APPROX L DON OF L 1-- EXISTING ARATION, WA UNE £X. 8' SAN1 RY SEWER ELEVATION TMM is v BOE PER AS -BUM IS 1-lY CAME CATE A VM2E P AIICO E EVARON VIER APPROX. EX e' 2-8' 11.25' T. BENDS (MJ) SANITARY SEWER W/ CONC. M MST BLOCIONG m .� V ry N n N N N Sl 'n ryv N 4 W W W u W ei W W W W 4 W W O W W W W W W W 4 W W 4 V aE G BY ME CITY WITHIN 24 HOURS OF THE CONNECTION OF THE 14+20 14+00 BUILDING FIRE SERVICE LIKE TO ME CITY MAIN. 13+00 21ST ST NE 12+00 HORIZ. 1 °-20' VERT. 1"=5' 11+00 75 ]0 65 60 55 50 N 45 10+00 9+80 Know what's below. Call before you dig. SAWQUi & RESTORE PAVEMENT PER COA SM DETAIL T-02 C=18" RCP D=24" RCP C'MPAR) 30m Itti With a LoekL.NC&p:P4rfB942 wM®ve•pw " nNµRr•m1 FDC DETAIL NTS STORM DRAIN PIPE CAST IRON GRATE TO 18" OR 240 ID. RVNF CONCRETE PIPE, NEEN "PHOENIX' SM TOP OR APPROVED EQUAL MIN 8"0 MAX PIPE CONNECTION TO APPROVED OUTLET AREA DRAIN DETAIL NTS AS -BUILT q� tp U W W U i O m � o W 12 W 12 W 12 W F Z tly rc a�aea� 33a N S K S ¢ S 2 5W R O QH WA 04 ggJ�d�N NmL ,5 sfisR� TONAL 10/25/22 Uj J LL /� V 0 Lij �za W z o<Q z 0^ a O IJ 14.1 W g 0 W Uj c Tn U C 0 LU LU I_z 4 a n o wW I Z �� mono Z 3¢;a 3EP 3 n 3 W UZ _a E o w Z z 1 1W _ u m H � h Z v JOB No. 15629 DATE 01/21/2022 SCALE 1 =20 DESIGNED EDM DRAWN TL K CHECKED EDAf APPROVED CP SHEET C4.0 SOT �fWCEP�FSFC_—._�-�-�.. —... —... CW SRI E-OP �---_ � €9 PO\ OI PARCEL 4 ) / A Imo. IA ik•�Y CITY OF AUBURN SHORT PLAT 17-76 \ it-_- REC. N0. 7702090943 N t k` S7OCK PtlE AREA \ / / � J Ai z-�s _ L r /z IJ — 1— )/z .. / w—• W— w - w- w .. w_ r----- - - - - _ -. -. _/- T \ T \ 1 V� I �EXI GRAVEL, I ( I F I I l 1 \I Dm GRAIN M )�SEDMENT MAP T7) f f REMOVE EAISRNG cuRe (TP) �TINc Draw.. BE REMOWD ITA GARAGE FF=64 00 M STREET TOWNHOMES SW 1/4 OF NE 1/4 OF SECTION 07, T. 21 N., R. 05 E., W.M. CITY OFAUBURN, KING COUNTY, STATE OF WASHINGTON RECORD DRAWING SURVEYLEGEND: ® WATER METER ARE HYDRANT M WATER VALVE ° TELEPHONE/CABLE RISER O5 SEWER MANHOLE ❑ CATCH BASIN ® STORM MANHOLE B MAILBOX © PONER VAULT EMsnNC FENCING 10 REMAIN, NP. 0 POWER METER x 4 MAPLE TREE X FENCE REM TW BIRCH TREE HAZELNUT TREE D 15w1.5 BRICK COLUMN TPN 0001000064 MMr Lr DEARWG s DISTURBANCE, TYP. 9 I I PROTECT TAINFlLRATION DEVICES MOM 1Y SDIMENDON DURING CONSTRUCTION. NP. Ii (4E CONBIRucm CRITERIA MOM) I l O z 0 5 10 20 Ism SCALE 1" = 20' GRADING AND EROSION CONTROL NOTES: 1. WMIN THE ON OF AUWIRµ ALL REWIRED SEOIMENTAn0.N AND ER09ON CWIROL FACILITIES INgNvIrI ON DE PLWS MUST RE CONSTRUCTED AND W OPERATION PRIM TO LAND CEMNO AND/OR OTHER CONSMUCTIW ACTIVIRCL THESE FACURES SHALL BE MAWTAWED AND UPGRADED, IF NECESSARY, W INSURE MAT SEDIMENT -LADEN WATER M10 SICAM DRAINAGE RUNOF DOES NOT IMPACT THE ADJACENT PROPERIK3. NARWAL DRAINAGE WAYS, OR THE SKI ON STORM DRAWACE SYSTEM. 2 THE SOURCES FOR ALL MATERIAL BIPOI TED TD WE SITE SHALL SE APPROVED BY THE CITY. 1 TILE STORM ONAWACE OETFNTIW (RETENTION F INITIATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACUTIE5 DEPICTED ON TIE APPROVED DIAMNCs ARE INTENDED TO BE MIMAIUM REQUIREMENTS WNEED AN1XRAlEp SITE CONDITIONS ADDITIONAL MANAGE AND EROSION COAMOL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. TILE IMPLEMENTATION MAINTENANCE, REPLACEMENT AND ADORONS TO TILES CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY CE ME PERWTEE 4. WE TEMPORARY EROSON MIND. FAOIIWa INCLUDING ALL PERIMETER CONTROLS AND ME DETENTION (REIEIMIN F IWXMARW SYSTEM Is USED), COVMOL PW05 SHALL REMAIN W PLACE UNM FINAL SITE CONSIRXMON IS GoMpUlED. AFTER ON APPROVAL THE CWTRACTW WLL BE RESPONSSE FOR REMOVING ALL TEMPORARY FACURES S WE CONTRACTOR DULL BE RE'CIIRED TO WATER THE STE As NECESSARY, TO REDUCE DUST EMSSONS As A RESULT OF OJNSMUCTION ACRATY. S NO MAIMING W THE ROADWAY IS ALLONE0. IF SEDIMENT Is TRACKED ONTO WE ROAD. THE ROAD SHALL BE WOPOIGHAY AND IMMEDIATIIY CLEANED BY SNOWUNG W PICKUP SW EPIAI TRANSPORT SEDIMENT TO A CONTRCIFD SEDIMENT DISPOSAL AREA. KEEP STREETS CLEAN AT ALL TMM Z. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE TIE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES NATURAL DRAINAGE WAYS, OR THE COSTING CITY STORM DRAINAGE SYSTEM MUST BE STAMM ACCORDING TO THE FOLLOWNG SCHEDULE FROM MAY I TO SEPTEMSER 30, AREAS AT FINAL GRADE AND MOSS THAT ARE SCHEDULE M REMAIN TIN -WORKED FOR MORE MAN SEVEN (7) DAYS SHALL BE STABILIZED. FROM OCTOBER I TO APRIL W EARMWORK ACRWHES STALL BE CONDUCTED W STAGES IN ORDER TO MWWIZE SOIL EXPOSURE EXPOSED SOLS THAT DULL REMAIN UN -WORKED FOR MORE MAN TWO (2) DAYS WALL BE STABMM IMMEDIATELY. B WM TD MOMNC ANY MATERIALS OR EOUPW NT ON PUBLIC STREETS THE WNRACTOR SHALL SUBMIT A HAU ROUTE PLAN TO THE ENGINEER FOR APPROVAL PER SECTION 1-OZW W TIE CONSTMICTON STANDARDS ME HAUL ROUTE PLAN MUST BE APPROVED BY THE ON PRIOR TO ME START OF CONSTRUCTION. SHOULD IT RE DETERMINED MAT POTENRAL ADVERSE ENVIRONMENTAL IMPACT MAY RESULT FROM ME PROPOSED HAUL ROUTE MAT HAD NOT SEN PREVIOUSLY CONSIDERED DURING SPA REVIEW; A SEPA AMENDMENT MAY BE REARMED PRIOR TO CONSTRUCTION DISTURBANCE AREA: 94M sr I I MSSVH \ RESTORE GRAVER RIM=61.46 `I SURFACE AFTER INSTAUARON INV=55.61 (B"PVC-S) r \\ Sl1ER (B"PVC-'IL) INV SS 56 (B'PVC-PVC I I \ - - - - - -—IINV=551 I Ex w C c � O�SIL II I- 21ST ST — —S S —w l RIM=60 75 iNv=se35(B.P,2_s) l iJ- 1f��Gi••r r�rara • �ar�lWr1! rl�i�. /-ec�_aA•• s-=AF_-_W USE EXISTING AC DRIVE AS FFWA� I GARAGE GARAGE F=6177 \ / FF=63.60 \\ GARAGE FF=63.14 �^ I BUILDING i A A FF-64.06 Y/ ( BUILDNG FF=6 .4 I 2025 'M' STREET N E. �— TON 000100-0101,----- EDGE O PAVEMENT GARAGE FF=63 05 GARAGE FF=6216 GARAGE FF-62 08 ,a / T A 77 / RESTORE GRADES PER SWVEY. APPROVED DRAINAGE PLAN OF ORIGINAL DEVELOPMENT BUILDING FF-62 63 P EXISTING DRAW. TO BE REMOV i EDsnNG TREE TO REMAIN (TYP) CONTRACTOR TO PROTECT EXISTING BUILDINGS WALKS, PATIOSAND UTILITIES. 9 � I iJ I AL I I _ I B C M1 I I E%. H -�_ �. wv=5625 (B'Pv 56 INV=15 (8"PVC-N) \ STOCKPILE NATIVE TOPSOIL FOR USE AS SOIL AMENOMENTON FINOHED/CONSTRUCTED LOTS COVER STOCKPILE WITH PI ASTIC SHEETING WHEN NOT IN USE. CONSTRUCTION SEQUENCING: A ATTEND PRE-COISTRUCMN MEETING W/ DIY OF AUBURN OFFICALS. B ESTABUW CLEARING LIMITS AS SHORN. C CONSTRUCT COVSMVCTIW ENMANCE D. CONSTRUCT DnOHES SIT FENCES AND OTHER EROSION CONTROL. MEASURES AS SHORN. E PREVENT ALL UNCONiRGIlID SURFACE (NITER FROM LEAVING SITE WTHOIT TREATMENT. F. COMMENCE DEM011GtADINGAInUnES/S4WARY SEWER/CURBS A SDEWAu3NGHWG/PAMNO MC USE COVER ON EXPOSED SURFACES CONS/RUCTION IN THE MCHT-OF-WAY SHALL BE TIMELY AND SCHEDULED TO MINIWZE TRAFFIC DSTUPPON. G EROSION CONTROL MEASURES SHALL REMAIN W PLACE WIN. SITE IS STA044M NOTES: 1. ROUTE SITE DRAINAGE INTO SEDIMENT TRAP 2 PATCH WATERLINE MEND W/AC UPON ACCEPTANCE W INSTAUARON SEDIMENT TRAP SIZING: S4=20,/OD00I -2m.1,P 5/o.&D9B SA -JOT S CONSTRUCTION CRITERIA FOR INFILTRATION DEVICES CONDUCT NW BASIN EXCAVATIOV TO WiWN I -FOOT OF THE FINAL ELEVATION OF THE BASIN FLOOR. EXCAVATE WFILRaT10N TRENCHES AND BASINS TO FINAL GRADE QVLY AFTER ALL &STIRRED AREAS IN ME UPORADENT PROTECT DRAINAGE AREA NAVE BEEN PERMANENTLY S54MM, TIE FINAL PHASE OF EXCAVATION SHOULD REMOVE ALL AOCUMMAION OF SIT IN THE WFlLMARDN FAWN BEFORE PUTTING IT W SERVICE GEOTECH TO CONF f!M IF ADDITIONAL E VATKW IS NECESSARY. AFTER CONSTRUCTION COMPLLTIW, PREVENT SEDIMENT FROM ENIFRING ME AALMADON TADLIN BY FIRST CONVEYING TIE RAIOF WATER Wou:NM AN APPROPRIATE PRETREAMENT SYSTEM SUCH AS A PRE-6ETILNG BASING WET POND. OR SAND FILIER, GENERALLY, DO NOT USE WN.RATION FACLITES AS TEMPORARY SEDIMENT TRAPS DURING CONSTRUCTION. F AN MLMADON FADUTY 01. BE USED AS A SEDIMENT MAP, DO NOT EXCAVATE W FINAL GRADE UNTIL AFTER THE STARTIZWG NNE UPGRADVNT DRAINAGE AREA RENOW ANY ACCUMUI,ITION OF SILT W THE RASW PUTTING IT IN 4RMCE. MARRO COUNCIL - RELATIVIIY TIGHT-TRACXED EQUPMENT IS RECOMMENDED FOR MIS OPERATION TO AWN COMPACTION OF ME BASIN ROOK. CONSIDER? THE USE OF DRAOINES AND MACKHOES FOR CONSTRUCTING INFILTRATION BASINS RAG OR MARK THE INFRMATIOV AREA TO KEEP HEAD EQUIPMENT AWAY. MULCHING: THE PURPOSE OF MULCHING SOL.S IS TO PROVIDE WMEDIATE TEMPORARY PROTECTION FROM EROSION. COH&DONS CF USE AS A TEMPORARY COVER MEASURE; MULCH SHOULD BE USED: • ON DISTURBED AREAS MAT REWIRE COVER MEASURES FOR LESS MAN W oars • AS A COVERFOP RED WRING ME NET SEASON AND DURING ME HOT SUMMER MONMS. • WRING DE NET SEASON W SLOPES STEEPER MAN M. IV WIN MORE MAN 10 FEET OF VERTICAL REKF. MULCH MAY RE APPLIED AT ANY DUE OF THE YEAR AND MUST BE REFRESHED PERMDICALLY. THE THICKNESS OF ME COVER MUST BE MAINTAINED. ANY AREAS MAT EXPERIENCE EROSION SHALL BE REMULOED AND/OR PROTECTED WTH A NET OR BLANKET IT ME EROSON PROBLEM IS DRAINAGE RELATED. MEN THE PROBLEM SHALL BE FINED MOIRE ERODED AREA REAULCHED. MULCH MATERIALS APPLICATION RATES AND SPEORCADCNs SIRAW AIR-OBED: FREE FROM UNDESIRABLE SEED AND COWS' MATERAL 2•-30 TRIO(, 5 BALES PER 1000 SF W 2-3 TONS PER ACRE TEMPORARYAND PERMANENT SEEDING. SEEDING IS INTENDED TO REDUCE EROSION BY STAILFZING EXPOSED S&Ls SEEDING MAY SE USED THROUGHOUT ME PROECT ON &SDMBED AREAS MAT HAVE REACHED FINAL GRADE OR MAT DULL REMAIN UNWRWD FOR MORE MAN JD DAYS. ALL DISTURBED AREAS SHALL BE REVIEWED IN LATE AUGUST TO EARLY SEPTEMBER AND ALL SEEDING SHONE BE COMPLETED BY THE END OF SPTENSER, THE OPTIMUM SEEDING WNDONS FOR WLSIERN WAS NCTON ARE APRK 1 MANDOW JUKE W AND SEPTEMBER 1 TIWOUW OCCBER /. SEEDING MAT OCCURS BETWEEN DULY 1 AND AUGUST JO DULL REQUIRE IRRIGATION WM 75 PERCENT GRASS WAR IS ESTABLISHED SEEDNG MAT OCCURS BETWEEI OCTOBER I AND MARGIN XD DULL REWIRE A AMULON W PIASIIC COVER WM 75 PERCENT GRASS COVER IS ESTABLISHED. AT FINAL SITE STABILILInW. ALL DISTURBED AREAS NOT OMERWS: VEGETATED OR STABMM SHALL BE SEEDED AND MULCHED. FINAL STABILIZATION MEANS ME CMAPIEKW OF ALL SOY DISTURBING ACTINIMS AT THE SITE AND ME ESTABUSHMEIT OF A PERMANENT VE4'ETAME COVER WON DULL PREVENT EROSW. TEMPORARY EROSION CONTROL SEED: (4000 POUNDS PER ACNE MINIMUM) 40%CHEIWNGS CR ANNUAL SUAL GRASS SUE PERENNIAL RYE 5K REDTOP OR CCOMAL SENTGRASS SW WHITE DUTCH COVER HIGH VISIBILITY ORANGE FENCING: IOW VIABILITY ORANGE FENONG SMALL SE INSTALLED PER NSOOT STANDARD FLAN II AND MAINTAINED PER Cak SIORMWATER MANAGEMENT MANUAL BAP COT. Fill GEOTECH NOTE: GEOTEONMCM. ENGINEER DULL BE ON -SITE DURING EXCAVATION TO VERIFY WRLRAME SOLS AS -BUILT ® PROJECT REF: FAC19-0010 r -® THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN�S REQUIREMENTS APPROVED BY:16 hR Know what's below. Call before you dig. I DATE APPROVED: 12/09/2020 I o m Z � 0 g� ay o �B u z 3 i�L h 0 A Gq T y3` 374 II '(ORAL 1'A1'1 W J L/ Ed Q LU >z oQ Q Q Q O H U l Ll 0 yLL LL �D O LU z_ LU IZ < G d 3 .tee # F3 VrtJZ 9 • V> fait _ S � 0 o- Z _pp$ 3a3a g3�q VLLI La z �W m L e N g JOB NO. 15629 DATE 9 18 SCALE 1 =20 DESIGNED mM DRAWN ILK CHECKED EOM APPROVED ED61 SWEET C5W 6' RPANE POMCRAIm P6'E #A IM 314- m 1-1/2- 1? ro 85 60 55 50 ffX)RAa0N MOWN ER cy oIfRELoW ON INFILTRATION T NR mN 1' mm 6 INFILTRATION TRENCH SECTION m I PRQe05FD PFR '° ARaanxT OF PRIDt XMM: mm OF OF PAVEM PLAWFER RNSH GRADE ________ Y (nP) -TWA I $E1 W RR MF mA ' 000 ro ro BS m 60 S M STREET TOWNHOMES SW 114 OF NE 114 OF SECTION 07, T 21 N., R. 05 E., W.M. CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON RECORD DRAWING E010M FAW WEDR0j( f }' TEONCAL ENGMEP IV KR61'DOTRM IMAMM AW MmEMAnW SMS EXISTING ACCESS VARIES WIDEN AS NEEDED TO PROVIDE 24' ACCESS ROAD MOTH PAVEMENT SECRON PER REMOVE DETAIL THIS SHEET CURB I SECTION C-C N.TS ARDf T DESIGN PlAN1ER M Em. 0P PAvnmr I Ijoer7 5A LT P m¢ OF PAVEMM I cm I rAm m x µ /Y am C WATER INSTALL NEW WR71CAL CURB PER WSDOT STD / F-10.12-03 I"le14kLFl9dar140a A.C. DETAILMWER PAVEMENT 1+W 2+00 2+10 D+OD 1+00 2+w z+40 ® T SECTION AA SECTION B-B l ® THESE PLANS. ARE APPROVED FOR CONFORMANCE HORIZ 1'-20' HORIZ. 1'=20' WITH THE CITY OF AUBURN S REOUIREMENTS VERT. 1'=5' VERT 1'=5' APPROVED BY d.E. Know what's below. Call before you dig. DATE APPROVED: 12109/2020 m o � �W o O on.A, fVQ pT� �SOW4 �J 111 � C3 I¢► O LU W LU O O 0 O Q W W g 2 0 co C� U 4Aa v' r\/^J o /Z o m n E0 Z EE c o � Stba 3 3 UW q E Z cz a u LOW9 1? N K N Z e b JOB MD. 15629 DATE 911E 2020 SCALE DESIGNED EDM DRAWN ILK CHECKED EOM APPROVED EDM SHEET C6.0 %go �z R%\ k77q A7c § § / \ Q / ) o m $ ƒ 2 B �� }\ 2 a !;`\ r loop OR $ u!! c§ L /t f2 C6f 61'-0' BOCCE BALL •• J0 000000° 0 0 ❑ 0 0000000 0 0 0 0 ❑ . 0 ❑ 000000 0000 000 0PIT •• ❑ 000 000 0000000 0 .•. 00;. 1 0 0000 0 . 1 000000^ o 1 MULCH ONLY UNDER GAS METERS. a` UNllk �oo.�� I. I I�AN m J CORD DRAWING 0000 0 0 0 ❑ 000000' ❑ 0 0 0 00000 00, ❑ ' 00000 000� O0 0 o°O 0 0 0 0 ❑ o 0 00 � .o OI 1019011444 r ACCESSIBLE PAD IN COURTYARD DOG RUN WITH 8" DEPTH OF PEA GRAVEL 23" HT. x11.5" H ALUMINUM POWDERCOATED DOGIPOT 5° I TRASH RECEPTACLE. INSTALL PER MANUFACTURER'S I0 RECOMMENDATIONS REQUIRED 10' WIDE BUFFER PLANTING I T o L n N _ Z UTILITY EASEMENT,— MATCHLINE SEE SHEET L1.01 LANDSCAPE PLAN ®, pp LANDSCAPE CALCULATIONS NOTES LANDSCAPED AREA (PLANTED) TOTAL- 41,713 SF 1. REFER TO SHEET L3.00 FOR LANDSCAPE SCHEDULE, NOTES, AND DETAILS. AREA IN LAWN- 8,343 $F 2. SEE EXISTING TREE PROTECTION MEASURES ON SHEET L3.00. PERCENTAGE IN LAWN- 20% 3 SEE L2.00 FOR SCHEMATIC IRRIGATION CURB WOODEN BENCH, TYP. OF 6. HARPERSFIELD RUSTIC NATURAL WOOD GARDEN BENCH. SIZE, 35" X 72" X 26.5". SHOREA WOOD. BOLT TO CONCRETE PAD PLAYGROUND CONCRETE PATH, TYP. AS -BUILT PROJECT REF: FAC19-0010 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S PLANNING DEPARTMENT REQUIREMENTS. APPROVED BY: � iP1 DATE APPROVES 2/W262 �0 W = W W ZWN� Z�W HLu<CLE 3�3Z N D�6zo Z5Z � H � m� av��Q STAR a WASHNOTON KOSUMO 452/ �'/,�`'�'`�o+-� WLLIAM A"BFGYN DATE C VFCA7 NO `AI ESE -102 20D' PEP. OITY COMMENTS - 021 WW DESI TN KEV W NE PATE P?AARI PROJECT NO 01(0022 3 Roo. VEo, vROJECT "a �„ 0 . BY 7 u11100R01% LANDSCAPE PLAN L1.00 0 2w Dimemial ProPe 5 RECORD DRAWING HAND CLEAR AND GRUB ALL EXISTING LAWN WITHIN EXISTING LAWN TO BE RENOVATED. DETHATCHED, REQUIRED I0'WIDE BUFFER PLANTING EXISTING TREES TO REMAIN AND BE PROTECTED,TIP. 10'BUFFER PLANTING ZONE. SEE TREE PROTECTION AERATED, AND OVERSEEDED. NOTES ON L3.00 FOR ADDITIONAL INFORMATION LANDSCAPE PLAN ®, pp NOTES 1. REFER TO SHEET L3.00 FOR LANDSCAPE SCHEDULE, NOTES, AND DETAILS. 2. SEE EXISTING TREE PROTECTION MEASURES ON SHEET L3.00. 3. SEE L2.00 FOR SCHEMATIC IRRIGATION. 21 AS -BUILT PROJECT REF: FAC19-0010 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S PLANNING DEPARTMENT REQUIREMENTS. APPROVED BY: � iP1 DATE APPROVES 2/W262 LII •. • I3I REMON,WAM55 NNW.OYFIISbXIIECW W z �0 W 2 W W z LLI ZW 3Lli �z' �3z' Z5Z STATE a WASHNGTON RIOSUMN �yx�m2 nnairtcr /��'/,�`'�'`�az WLLIAM A"BRGYN DATE ( VFCAR NO `AI ESE 10252019 PEP. OITY GOMMENFS _ 021 WW DES16N K VIEW NE PATE P?AARI 140JELi RTE OW22-3 R,D. VERT PROJECT NO CPECK ET VJB DRAWN51 BY LANDSCAPE PLAN LI.01 0 ] � Properties A 41 RECORD DRAWING �_____- LIJI JIKCtI IVt EXISTING BUILDING AERATED, AND OVERSEEDED. DSCAPE PLAN ®, pp 10' BUFFER PLANTING ZONE. SEE TREE PROTECTION NOTES ON L3.00 FOR ADDITIONAL INFORMATION T W d W DO—ED �Lu Z Lu Lu --- iU) w� Wj I I J— RETAINED (P. D NOTES 1. REFER TO SHEET L3.00 FOR LANDSCAPE SCHEDULE, NOTES, AND DETAILS. 2. SEE EXISTING TREE PROTECTION MEASURES ON SHEET L3.00. 3. SEE L200 FOR SCHEMATIC IRRIGATION. 30 'M AS -BUILT PROJECT PER FAC19-0010 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S PLANNING DEPARTMENT REQUIREMENTS. APPROVED BY: � iP1 ATE APPROVES 2/W262 Ln II IW IW 3WW • 'T REMON,WAM55 NNW.OYFIISbXIIECW W � 0 W = W W ZWN� Z�W Lu <CLE 3�3Z No�;f 6zo Z5 Z STAR a WASMNGTON KOSUMO /I}NDKA4E MM17CT MUM A"BRGYN wrt CAt161CA7 NO `AI ONCE 10252A019 PEP. OITY CAOMM mrs 02122020 DESIETN K VIEW _ 140JELi NO OW22-3 R,C. VERT PROJECT NO CRECKay VJB CRAYON., BY LANDSCAPE PLAN L1.02 0 2w Dimerrial ProPerfies ,1 SCHEMATIC IRRIGATION PLAN Plok 20• SCALE. V=20'-T ® V V = m'-0° S RECORD DRAWING NOTES 1. REFER TO SHEET L3.00 FOR LANDSCAPE SCHEDULE, NOTES, AND DETAILS. 2. SEE EXISTING TREE PROTECTION MEASURES ON SHEET L3.00. 3. SEE L2.00 FOR SCHEMATIC IRRIGATION. DESIGN BUILD IRRIGATION NOTES 1. THE CONTRACTOR IS TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM THAT WILL PROVIDE EITHER 100%/ HEAD -TO -HEAD COVERAGE OR SUBSURFACE DRIP IRRIGATION FOR ALL LANDSCAPED AREAS AS SHOWN. 2. PROVIDE A LEGABLE IRRIGATION PLAN FOR REVIEW TO THE OWNERS REPRESENTATIVE. IT ISTO INCLUDE ATA MINIMUM: POINT OF CONNECTION WITH ALL COMPONENTS TABLED; PIPE LAYOUT FOR BOTH MAINLINE AND LATERALS; ALL VALVES AS NEEDED; ZONES ARE TO BE NUMBERED AND LIST G.P.M. AND VALVE SIZE; ALL REQUIRED IRRIGATION SLEEVING; INSTALLATION DETAILS FOR ALL COMPONENTS; ALL OTHER NECESSARY COMPONENTS TO CLEEARLY COMMUNICATE THE IRRIGATION DESIGN. 3. AUTOMATIC CONTROLLER LOCATION TO BE COORDINATED WITH OWNERS REPRESENTATIVE. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND MUNICIPAL CODES. 5. CONTRACT OR IS TO REFER TO AND COORDINATE IRRIGATION SYSTEM INSTALLATION WITH LANDSCAPE PLANS AND ALL OTHER DISCIPLINES, AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND LANDSCAPE MATERIAL, EDGING, UTILITIES, ETC. 6. REPORT ANY DISCREPANCIES IN THE LOCATION OF AS -BUILT CONDITIONS TO THE OWNERS REPRESENTATIVE FOR CLARIFICATION OR REVISION. 7. COORDINATE THE P.O.C. WITH THE GENERAL CONTRACTOR. 8. CONTRACTOR SHALL PERFORM ALL WORK NECESSARY IN A MANNER THAT MEETS THE SCHEMATIC DESIGN INTENT. ALL WORK MUST BE INSTALLED U51NG SKILLED PERSONS PROFICIENT IN THE TRADES REQUIRED AND WORK MUST BE DONE PER ALL FEDERAL, STATE, LOCAL AND MUNICIPAL CODES AND GUIDELINES. 9. WORK SHALL BE DONE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE UNIFORM PLUMBING CODE (UPC) AND ALL OTHER STATE OR LOCAL MUNICIPAL REGULATIONS. 10. IRRIGATION PIPING SHALL BE INSTALLED WITH A MINIMUM OF 41NCHES CLEAR ON ALL SIDES. 11. ALL PRODUCTS REQUIRED FOR COMPLETION OF THESE CONTRACT DOCUMENTS SHALL BE DELIVERED, HANDLED AND STORED IN A MANNER TO PREVENT DAMAGE OR DETERIORATION. DELIVER AND STORE PACKAGED MATERIALS IN LABELED CONTAINERS. 12. TRANSPORT ALL PIPE IN A MANNER TO PREVENT DAMAGING OR WEAKENING BENDING OR EXTERNAL LOADING. 13. CONTRACTOR 15 TO VERIFY AVAILABLE PRESSURE AND FLOW AT POINT OF CONNECTION PRIOR TO INSTALLATION OF IRRIGATION SYSTEM EQUIPMENT AND NOTIFY THE PROJECT ENGINEER WITH VERIFICATION FIGURES. 14. CONTRACTOR TO COORDINATE INSTALLATION OF SLEEVING WITH BUILDING CONSTRUCTION AND INSTALLATION OF PAVING AND SIDEWALKS. 15. ALL MAINLINES, LATERAL UNES, DRIP LINES AND CONTROL WIRES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. 16. ALL PIPING, PVC ELECTRICAL SLEEVES, ETC. UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. 17. FINAL LOCATIONS AND ARRANGEMENT OF IRRIGATION EQUIPMENT VISIBLE AT OR ABOVE FINISHED GRADE ARE TO BE STAKED IN THE APPROXIMATE LOCATIONS AND SHALL BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. 18. CONTRACTOR SHALL EXTEND SPARE CONTROL WIRES FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER. EXTEND THREE (3) SPARE WIRES TO EACH END OF MAINLINE; ONE (1) COMMON AND TWO (2) CONTROL WIRES. 19. CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING ON ALL MAINLINE SECTIONS BY FILLING PRESSURE PIPE WITH WATER ON NOT LESS THAN 100 PSI FOR ATWO (2) HOUR PERIOD. TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNERS REPRESENTATIVE. PRESSURE MUST BE HELD TO A SATISFACTORY LEVEL THROUGHOUT THE TEST. IF THERE IS A PRESSURE DROP, CONTRACTOR SHALL REPAIR THE LEAKING JOINTS AND RETEST AS REQUIRED. 20. ALL TRENCHES TO BE BACKFILLED AND COMPACTED TO THE SAME DENSITY AS THE ADJACENT SOIL. BACKFIWNG SHALL BE DONE IN LIFTS AND COMPACTED PER SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST OR REPAIR ANY SETTLED TRENCHES OR DAMAGED CAUSED AS A DIRECT RESULT OF SETTLING DURING THE WARRANTY PERIOD. 21. CONTRACTOR SHALL PROVIDE MAINTENANCE AND OPERATION REQUIREMENTS: A SEASONAL MAINTENANCE SCHEDULE BEGINNING ON APRIL 1 THROUGH OCTOBER 1 SHALL ESTABLISH PROCEDURES FOR OPTIMUM IRRIGATION EFFICIENCY AND PREVENTIVE MAINTENANCE PRACTICES THAT WILL CONSERVE WATER RESOURCES, 22. AT COMPLETION OF THE PROJECT THE CONTRACTOR IS TO PROVIDE AS -BUILT DRAWINGS TO THE OWNERS REPRESENTATIVE. A REDUCED SET IS TO BE PLACED WITHIN THE IRRICATION CONTROLLER FOR REFERENCE. SCHEMATIC IRRIGATION LEGEND SUBSURFACE DRIP IRRIGATION SUBSURFACE POP-UP SPRAY HEADS 1900 SOUTH PUGET GRNE SUITE MA RENT0µ WA9B055 MWW.RxENSYIXR m W z �0 W = w LV ZLJEJ Dz Dz Z O Lij CL Lu O H 3 3CL O bz z Z Z H cJO co LLI � av��Q STATE OF NAEIINGTM RfEAUPSETEREu 2 p�"IECT WallaaBROWN ONCE CORMCArz Na W BDi. •50JEL NO 016022 3 B EOE DEPT PROJECT NO a BEEP B, DRAWNBI VJB BY �7�uIlI�!J�i;iP3RlITr', SCHEMATIC IRKIOATION PLAN AS -BUILT L2.00 O 2Dfl Dimelsicn ProPerfies PLANT SCHEDULE RECORD DRAWING EXISTING TREE PROTECTION NOTES PLANTING NOTES SYMBOL BOTANICAL NAME 1 COMMON NAME QTY. SIZE NOTES *NIDT DECIDUOUS TREES ACER CIRCINATUM I VINE MAPLE 5 MIN. B-10' HT. B & B YES + AMELANCHIER X G.'AUTUMN BRILLANCE'I SERVICEBERRY 11 2" CAL. B&B, MATCHED FORM YES CERCIDIPHYLLUM JAPONICUM I KATSURA TREE 1 2" CAL. B&B, SINGLE STEM CA NYSSA SYLVATICA I TUPELO 12 2" CAL. B&B, MATCHED FORM YES PYRUS CALLERYANA'CHANTICLEAR/ CHANTICLEAR PEAR 8 2" CAL. B&B, MATCHED FORM YES EVERGREEN TREES + THUJA PLICATA'EXCELSA' I WESTERN RED CEDAR 25 MIN. 8' HT. B & B YES EVERGREEN SHRUBS +/ ABELIA X GRANDIFLORA'ROSE CREEK I GLOSSY ABELIA 35 2GAL. CONT. ARBUTUS UNEDO'COMPACTA'/ STRAWBERRY TREE 61 2GAL. CONT. YES CAMELLIAS. YUILTIDE I YULETIDE CAMELLIA 5 2GAL. CONT. 0 MAHONIA AQUIFOLIUM COMPACTA I DWARF OREGON GRAPE 4 2GAL. CONT. OSMANTHUS H.'GOSHIKI'/ VARIEGATED OSMANTHUS 122 2GAL. CONT. YES OSMANTHUS DELAVAYI IOSMANTHUS 82 2 GAL. CONT. YES PIERIS JAPONICA'CAVATINE' I CAVATINE ANDROMEDA 28 2GAL. CONT. SARCOCOCCA RUSCIFOLIA/ FRAGRANT SWEETBOX 52 2GAL. CONT. IS VIBURNUM T.'SPRING BOUQUET'/SPRING BOUQUET 56 2GAL. CONT. 0 VIBURNUM DAVIDII/ DAVID'S VIBURNUM 30 2GAL. CONT. DECIDUOUS SHRUBS CORALS SERICEA'ARCTIC FIRE/ REDTWIG DOGWOOD 31 2 GAL. CONT. YES OCORNUS SERICA'KELSYI' I DWARF REDTWIG DOGWOOD 21 2 GAL. CONT. YES OHYDRANGEA MACROPHYLLAI BIG LEAF HYDRANGEA 27 2 GAL. CONT. HYDRANGEA QUERCIFOLIA'PEE WEE' / PEE WEE OAK LEAF HYDRANGEA 60 2 GAL. CONT. GSPIRAEA X BUMALDA'ANTHONY WATERER/SPIREA 28 2GAL. CONT. YES ® SPIRAEA NIPPONICA S'NOWMOUND'/ SNOWMOUND SPIREA 5 2GAL. CONT. YES ROSARUGOSA'ALBA'/WHITE RUGOSAROSE 32 2GAL. CONT. YES PERENNIALS AND GROUNDCOVERS 00000 00000 ARCHTOSTAPHYLOS WA-URSI I KINNIKINNICK TBD 4" POT 181,0.C. YES X'ROZANNE I ROZANNE CRANESBILL TIED 1GAL. 24"O.C. YES LLLLUGERANIUM HEMEROCALLIS'STELLA DE ORO'/ DAYLILY 85 1GAL. ,.0 7,S HOSTA'BLUEBERRY MUFFIN' 93 1 GAL. PACHYSANDRA TERMINALIS JAPANESE SPURGE TIED 4" POT 18" O.C. PRUNUS L.'MOUNT VERNON' / MOUNT VERNON LAUREL POLYSTICHUM MUNITUM I SWORDFERN TIED TIED 1 GAL. IGAL. 24" O.C. 24"O.C. 40% YES YES _______________________ _ GAULTHERIA SHALLON I SALAL VINCAMINOR IDWARF PERIWINKLE TIED TIED IGAL. 1GAL. 24"O.C. 60% 24"O.C. YES YES *NATIVEIDROUGHT TOLERANT 1. ENCROACHMENT INTO DRIPLINE. NO CONSTRUCTION ACTIVITIES SHALL TAKE PLACE WITHIN THE DRIPLINE OF A TREE TO BE RETAINED WITHOUT EXTRA PRECAUTIONS AS RECOMMENDED BY A CERTIFIED ARBORIST. THE APPLICANT MAY INSTALL IMPERVIOUS OR COMPACTABLE SURFACE WITHIN THE AREA DEFINED BY THE DRIPLINE WHEN A QUALIFIED ARBORIST DETERMINES THAT SUCH ACTIVITIES WILL NOT ENDANGER THE TREE OR TREES. (SEE THE DEFINITION OF °DRIPLINE" IN ACC 18.04.318.) 2. TREE PROTECTION. ALL SIGNIFICANT TREES THAT ARE TO BE RETAINED MUST BE PROTECTED DURING CONSTRUCTION BY INSTALLATION OF A PROTECTIVE BARRICADE OR FENCE. THIS WILL REQUIRE PRELIMINARY IDENTIFICATION OF THE PROPOSED AREA OF DISTURBANCE FOR STAFF INSPECTION AND APPROVAL, THEN INSTALLATION OF A PROTECTIVE BARRICADE OR FENCE BEFORE MAJOR EXCAVATION WITH HEAVY EQUIPMENT BEGINS. 3. PRIOR TO BEGINNING CONSTRUCTION, A QUALIFIED ARSONIST IS TO BE CONSULTED TO DETERMINE FEASIBILITY OF PLANTING WITHIN THE TREE'S DRIPLINE. 4. ALL WORK DONE WITHIN THE TREES DRIPLINE IS TO BE PERFORMED BY HAND. 5. NO TRENCHING WITHIN THE TREE'S DRIPLINE IS TO BE DONE WITHOUT FIRST CONSULTING QUALIFIED ARBORIST. 6. NO MECHANICAL SCAFFOLDING ALLOWED WITHIN DRIP LINE OF EXISTING TREE TO BE PROTECTED AND PRESERVED. 7. TREES SHALL BE PROTECTED FROM EXHAUST HEAT; EXHAUST DEFLECTION PANELS MAY BE REQUIRED ON SOME EQUIPMENT TO PREVENT BURNING OF FOLIAGE AND BRANCHES OF TREES TO BE RETAINED. 8. EXCAVATION WITHIN THE DRIPLINE OF A TREE SHALL BE PERFORMED WITH ENOUGH CARE AS TO MINIMIZE DAMAGE TO ROOTS. IN ALL EXCAVATIONS, IF ROOTS 2" AND LARGER ARE ENCOUNTERED, THE EXCAVATION AT THE ROOT LOCATION SHALL STOP AND THE CONTRACTOR SHALL PROMPTLY NOTIFY A QUALIFIED ARBORIST TO DETERMINE IF ROOT PRUNING IS REQUIRED. s PLANTING SCALE: TITS SET TOP OF ROOT CROWN 1-11Y ABOVE FINISH GRADE MULCH. KEEP 1' AWAY FROM STEM FINISH GRADE STANDARD PLANTING SOIL EXISTING SUBGRADE AREA FOR SPACING ADJUSTMENT TRIANGLE SPACE PLANTS INSIDE PLANTING AREA CONTINUOUS OUTER ROW AT X ON -CENTER SPACING. SET ROW 2/3X BACK FROM EDGE OF PLANTING AREA EDGE OF PLANTING AREA X= RECOMMENDED SPACING (SEE PLANT LIST) 1. PLANTING OPERATIONS SHALL BE COMPLETED IN STRICT ACCORDANCE WITH NOTES AND DETAILS. 2. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO START OF WORK. CALL UNDERGROUND SERVICEALERT. 3. NO PRE -EMERGENT HERBICIDE SHALL BE USED ON THE PROJECT SITE PRIOR TO OR AFTER INSTALLATION OF PLANT MATERIAL OR DURING THE ONE YEAR WARRANTY PERIOD. 4. PLANT COUNTS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL SUPPLY ALL PLANTS AS SHOWN ON THIS PLAN. 5. CONTRACTOR SHALL SUPPLY PLANTS OF THE SIZE SPECIFIED. IF CONTRACTOR IS UNABLE TO LOCATE PLANT MATERIAL OF THE SIZE SPECIFIED, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS. 6. ALL PLANTING SHALL RECEIVE 100% IRRIGATION COVERAGE BY AN AUTOMATED UNDERGROUND IRRIGATION SYSTEM. 7. CONTRACTOR SHALL NOTIFY OWNERS REPRESENTATIVE 24 HOURS PRIOR TO PLANTING FOR APPROVAL OF PLANT MATERIAL AND LAYOUT. B. PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MEDIUM GROUND BARK MULCH. 9. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL FOR A PERIOD OF ONE YEAR FOLLOWING END OF 120 DAY MAINTENANCE PERIOD. 10. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A SAFE AND CLEAN CONDITION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE UNDER THIS CONTRACT FOR REPAIRING OR REPLACING, AT HIS OWN EXPENSE, ANY STRUCTURES, WALLS, PLANT MATERIAL, OR TREES DAMAGED OR DESTROYED. LIKEWISE, HE SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGE ON ADJACENT PROPERTIES OR ANY OTHER AREAS OUTSIDE THE LIMITS OF WORK. THE DAMAGED ITEMS WILL BE RESTORED TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER. 12. ALL OFF -SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DETAILS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 13. REMOVE ALL ASPHALT SUB -BASE AND UNSUITABLE SOIL (MINIMUM IT PER CITY CODE). VERIFY EXISTING CONDITIONS DRAIN ADEQUATELY PER CITY OF AUBURN DRAINAGE MANUAL. 14. INSTALL A MINIMUM OF 12' OF MANUFACTURED CEDAR GROVE WINTER MIX. TILL THE FIRST 4' LIFT INTO 6' OF EXISTING SOIL. ROOT FLARE. SET ROOT FLARE Y ABOVE FINISH GRADE OF PLANTING AREA. ROOT FLARE MUST BE VISIBLE AT TOP OF ROOT BALL DO NOT COVER TOP OF FOOTBALL WITH SOIL. REMOVE ALL TWINE. REMOVE BURLAP AND WIFE FROM TOP 2/3 OF FOOTBALL. 2" DIA. x 6' TREE STAKE WITH CHAINLOCK TREE TIE MULCH, KEEP 3-AWAY FROM TRUNKS ADJACENT CONDITIONS VARY. IN LOCATIONS WHERE PAVING OR FOUNDATIONS ARE WITHIN 10' OF TREE INSTALL ROOT BARRIER TO PROTECT CONCRETE. SEE NOTES. FINISH GRADE li1i1111N[tills]14 SCARIFY SIDES OF PLANTING PR SET ROOTBALL ON FIRMLY PACKED, FOOT -TAMPED SUBGRADE NOTES: PLANT LOCATION 1. REMOVE ANY EXTRA SOIL PLACED ON TOP OF ROOT FLARE DURING NURSERY DIGGING. 2. INSTALL ROOT BARRIER AT TREES LOCATED WITHIN 10 FT. OF PAVED AREAS (WALKWAYS, DRIVEWAYS, ETC.) PER ACC 18.50.040(CI(2)(B). 3. INSTALL ROOT BARRIER WHEN NEAR UTILITIES AS NEEDED. 4. ROOT BARRIER TO BE U B 24-224"DEEPROOT®TREE ROOT BARRIER INSTALL PER MANUFACTURERS RECOMMENDATIONS. ,� PLANT SPACING G TREE PLANTING I� SCALE: NITS V SCALE: NITS S= B U I LT PROJECT PER FAC19-0010 NOTES THESE PLANS ARE APPROVED FOR 1. REFER TO SHEET L3.00 FOR LANDSCAPE SCHEDULE, NOTES, AND DETAILS. CONFORMANCE WITH THE CITY OF AUBURN'S 2. SEE EXISTING TREE PROTECTION MEASURES ON SHEET L3.00. PLANNING DEPARTMENT REQUIREMENTS. 3. SEE L2.00 FOR SCHEMATIC IRRIGATION. APPROVED BY: �6or� DATE APPROVED: IPJ 0M LII �� 'I . EE • REMON,WAM55 NNW.OYFIISbXIIECW W z �0 W = W W Z W N� ZLU R W <CL 3�3Z O� 6z V) Z5 Z � H � m� av��Q STATE a WASNNGTON REOSRREO "9l�// / � /I}NDKA4E MM17CT '/,�`'�'`o+-� WLLIAM A"BRGYN DATE CAt161CA7 NO `AI ESE -10252019 PER UTY CONNIENFS - OZT22020 DES16N REVIEW PC PATE P?AER)m 140JELi NO OW22-3 VJBECK "y DRAWN BY PEI;Mrr sEr a.23.2019 PLANT LF-6END, NOTES, FIND DETAILS L3.00 0 2w Dimemial ProPe 5 RECORD DRAWING TYP. TOP RAIL TOP RAIL 1LI8' CONNECTION GALV. PIPE POST CAP RE-24'O.c. RAIL END AS SHOWN2tloc 9GA. TIE W7 POSTBAND DRAW BAR 114'x314" TERMINAL POST `SGA.BE WIRE-04'o.. TYP UNEP 2'o.d.GALV. PIPE( X C C C TRUSS ROD fpkALLSECTION S, RSOUREOIS 7 G480nOM TENSION WIRE 21IT'od GALV. PIPE (SAMENOTE MUSSRO ) NOTE: 1. ALL WIRE FABRIC AND FENCE HARDWARE SHAH BE BLACK VINYL COATED. 2. FABRIC SHALL BE INSTALLED ON THE OUTSIDE. CONCRETE 3500 psi ON CONR CCRETE TYPICAL UNE POST TYPICAL CORNER POST FOOTING FOOTING FENCE INSTALLATION SCALE- NTS ALVOCE �G�j'j}WHSEanuc �Po�T RAIL END 2" dGA FABRIC KNUCKLEDTOP& eonaM FINISH GRADE Wro% NOTE 1 ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE BLACK MWL COATED 2. FABRIC SHALL BE INSTALLED ON THE OUTSIDE. 3. GATE SHALL BE COMPLETED WITH BALL AND SOCKET HINGES OR APPROVED EQUAL. n FENCE GATE � SCALE NTS TIE MRE-24'o.c. AND -14EO.G BAR IMN314' GATE HINGE z T G4 B070M TENSION WIRE 3500 PN CONCRETE TYPICAL FOOTING METAL EDGING SCALE- NTS 2x8 CAP. SCREW DOWN lx6 COMPOSITE LUMBER. SCREW TO SIDE 66. STAGGER J PIN EVERY 24" SHRUBIGROUNDCOVER BED 311674"ALUMINUM EDGING WI 12" LONG ALUMINUM STAKES. KEEP TOP OF EDGING �E ABOVE FINISH GRADE. LAWN 114" MINUS COMPACTED CRUSHED ROCK 518E MINUS COMPACTED CRUSHED ROCK FILTER FABRIC ANGULAR DRAIN ROCK COMPACTED SUBGRADE e• PERF PIPE. L -1 SEE CIVIL #4 REBAR PIN. DRIVE MINIMUM 18E INTO SUBGRADE n BOCCE COURT SCALE- NTS ENT FINISH GRADE 112E OF PAVEMENT I0ILUYJ619101k➢ TO MATCH PAVEMENT COLOR 114" RADIUS 112E DEEP TOOL JOINT MIN. 5'-0" O.C. LII •. I. 3. • II REMON.WAM55 NNW.OYFIISMNIECW W m0 W = W W Z W N� m Z L1.I HLu<CL 3V)3Z O C 6z V) G Z5 Z SIATL a WASHINGTON xasm o /IANp 2� /M�M�17CT WLLIAM A"BRGYN A% ORIIFICA7 NO `AI ESE 10252A019 PEP. OITY GON1MrNT5 _ OT1 WW DESIETN KE VV I a ? b PAR A.� 318" FIBER EXPANSION BOARD. FULL DEPTH. HOLD 11T BELOW 4 FINISH SURFACE WIREMOVABLE — _— _}__ VCAP MIN. 20'-0"O.C. 4E COMPACTED DEPTH 518E MINUS CRUSHED ROCK "40JELi X" OW22-3 COMPACT SUBGRADE TO 95°% ELM DEPTPROJEG. NO AAECA", DRAWN51 n CONCRETE PAVING "JB BY SCALE 3°-1-0. PFKW SET 0.23.2019 AS -BUILT DETAILS HAP.DSCAPE PROJECT REF: FAC79-0010 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S PLANNING DEPARTMENT REQUIREMENTS. APPROVED BY: 4A•_ DATE APPROVED: IPJ 0M ® 2Ol Dimemial ProPert�ez RECORD DRAWING N r�b�ll�`I��;:��i�l�lllll�`� Eli WIN WN NOMM11-0 NMI 6 li WIRING SCHEDULE ACONDUIT CONDUCTORS CIRCUIT COMMENTS NO. SIZE 1 1"PVC 2410 Al LIGHTING CIRCUIT 2 2" PVC 248, #8 END Al. A2 LIGHTING CIRCUIT 3 2" PVC 242 CONNECT TO PSE TRANSFORMER 4 3" PVC SPARE INSTALL PULL TAPE 5 2" PVC 2-N8 CONNECT TO METER 6 1"PVC 2-R70 A2 LIGHTING CIRCUIT 7 2"PVC 24f8,#8 GND A2 LIGHTINGCIRCUIT 8 2" PVC 2-n,#8 END Al LIGHTING CIRCUIT PANEL SCHEDULE NO. LOCATION: STA. 14+36.5 1201240 VOLTS 1 PHASE 3 WIRE S'1 SERVING M STREET LIGHTING 100 AMP with MAIN BREAKER CKT TRIP TRIP CKT NO. LOAD DESCRIPTION "A p p AMPS AMPS 20 -�h z 20 KVA LOAD DESCRIPTION NO. Al STREETLIGHTS-4 1.00 1.25 STREETLIGHTS-5 A2 (3 EX. & 1 REPLACED), (WEST 3 ? (EAST SIDE OF 'M' STREET) SIDE OF'I STREET) 5 6 8 9 10 tt 11 ,-,12 A2 13 GFCI DUPLEX RECEPTACLE 2.40 20 13 14 151 �16 15 1.80 STRIP HEATER 16 1T 18 15 1.80 PHOTOCELL ta,� ,�O REMARKS CONNECTED LOAD 8.25 KVA 56 AMPS DEMAND LOAD: KVA AMPS PANEL SCHEDULE NO. LOCATION STA 12+895 120/240 VOLTS 1 PHASE 3 WIRE .1 S-1 SERVING TOWNEHOMESDEVELOPMENT 100 AMP with MAIN BREAKER CKT TRIP TRIP CKT NO. LOAD DESCRIPTION KVA AMPS AMPS 20 1 s 20 KVA LOAD DESCRIPTION NO. Al STREET LIGHTS -1, 3, 5,7 0.09 0.07 STREET LIGHTS - 2, 4, 6 A2 3 4 5 6 6 9 �10 11 �12 13� �14 13 GFCI DUPLEX RECEPTACLE 2AO 20 is,� ,ate 1h 18 AT15 1.80 PHOTOCELL 18 REMARKS CONNECT EDLOAD 436 KVA 40 AMPS SDEMANDLOAD: KVA AMPS EXISTING T WEST SIDE LEGEND LIGHTING 8 TYPE 1 AND 2 JUNCTION BOX 7.51 - PB PULL BOX 3 •� LIGHT STANDARD -SINGLE ARM A WIRE NOTE O CONSTRUCTION NOTE ---- PVC CONDUIT ® SERVICE CABINET B © PSETRANSFORMER O PSE METER 18TH STREET NE CONSTRUCTION NOTES: O STA 19+05.2. 32.1' LT. REMOVE EXISTING LIGHT STANDARD, FOUNDATION, AND LUMINAIRE. INTERCEPT EXISTING CONDUIT AND WIRE RUN ON M STREET. FURNISH AND INSTALL NEW CONDUIT AND WIRE CONNECTING THE NEW LUMINAIRE TO THE EXISTING CONDUITANIRE RUN. FURNISH AND INSTALL CONCRETE FOUNDATION, INSTALL LUMINAIRE PER LUMINAIRE SCHEDULE. FURNISH AND INSTALL JUNCTION BOX, FUSE KITS, SPLICE KITS, AND GROUND ROD TO MAKE THE SYSTEM COMPLETE/OPERATIONAL. SPLICE EXISTING WIRE RUN INTO NEW LUMINAIRE WIRES, PER WSDOT STD. PLAN J-28.70. RUN GROUND WIRE BACK TO SERVICE CABINET. CONTACT CITY OF AUBURN FOR DISPOSAL OF EXISTING LUMINAIRE. SEE CITY OF AUBURN STANDARD DETAILS T-18, T-19, T-20, AND T-23. O 2 FURNISH AND INSTALL CONCRETE FOUNDATION, 15-FOOT ALUMINUM LIGHT STANDARD, AND LUMINAIRE. FURNISH AND INSTALL JUNCTION BOX, FUSE KITS, SPLICE KITS, WIRING AND GROUND ROD TO MAKE THE SYSTEM COMPLETE/OPERATIONAL. O STA 14+36.5, 33.4' LT ON M-STREET NE. FURNISH AND INSTALL CONCRETE FOUNDATION AND SERVICE CABINET. SERVICE CABINET SHALL BE SKYLINE MODEL 58309-GHRS OR APPROVED EQUAL. SEE CITY OF AUBURN STANDARD DETAIL T-21. CONTRACTOR TO CONTACT PSE TO LOCATE EXISTING TRANSFORMER. O STA 18+41.7, 26.9 LT. FURNISH AND INSTALL PULL BOX, PER WSDOT STD. PLAN J-90.10. O5 STA 19+87.0, 26.9 LT. FURNISH AND INSTALL PULL BOX, PER WSDOT STD. PLAN J-90.10. O6 STA 12+89.5, 19.0' RT, FURNISH AND INSTALL CONCRETE FOUNDATION AND SERVICE CABINET. SERVICE CABINET SHALL BE SKYLINE MODEL 58309-GHRS OR APPROVED EQUAL. SEE CITY OF AUBURN STANDARD DETAIL T-21. O7 INSTALL JUNCTION BOX TYPE 1 PER WSDOT STD. PLAN J40.10. INTERCEPT EXISTING CONDUIT AND EXTEND TO PROPOSED JUNCTION BOX. O CONNECT TO EXISTING PSE TRANSFORMER ON THE WEST SIDE OF M STREET NE AT APPROXIMATELY STA 14+24.6, 34.4' LT. INTERCEPT EXISTING POWER FEED TO WEST SIDE AND EAST SIDE LIGHTING AND CONNECT TO NEW SERVICE CABINET. O CONSTRUCT SIDEWALK PER CITY OF AUBURN STANDARD DETAIL T-13. PROVIDE MINIMUM 5-FOOT CLEARANCE AROUND PROPOSED SERVICE CABINET. GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLANS AND SPECIFICATIONS, NATIONAL ELECTRICAL CODE (NEC), PSE DETAILS, CITY OF AUBURN STANDARD PLANS, DETAILS, AND THESE PLANS. 2. ALL CONDUIT USED FOR THE LIGHTING SYSTEM SHALL BE SCHEDULE 40 PVC, SIZED AS SHOWN ON THE PLANS. PVC SCHEDULE 80 SHALL BE USED ON ROADWAY CROSSINGS, UNDER VEHICLE TRAFFIC, AND DRIVEWAY ENTRANCES. 3. ALL WIRE SHALL BE U.S.E. COPPER SIZED PER WIRING SCHEDULE. �N� 4. BURY CONDUIT FOR FUTURE COMMUNICATION USE UNDER SIDEWALK. 5. ALL JUNCTION BOXES SHALL BE PER CITY OF AUBURN STANDARD. ALL JUNCTION BOXES AND PULL BOXES SHALL HAVE SLIP RESISTANT LIDS. P. TO EASINT SIDE LIGHTING Drawn M. SCHeE 6/14/21 Designed M. SCHeEFER 6/1421 Reviewed KHNWS 6/14121 Approved J.HE 1 6/14121 Know what's below. Cell Before wu 30' 60' 15' 0 30' SCALE IN FEET LUMINAIRE SCHEDULE POLE LAMP MOUNTING ARM STREET STATION OFFSET P.O.A. CIRCUIT FIXTURE WATTS POLE&ARM NO. TYPE HEIGHT LENGTH M1 "M" STREET NE 19+05.0 32.11LT 01 At GCJ330J-MV4OK-2R-GY-09aPCR7-WL D 70 PER COA DETAIL T-19 30' 14' LITHONIA LIGHTING Li 21ST STREET NE 13+62.4 83RT 90. At GCJ1-30J-MV40K-2R-SK-025-PCR7-WL F 17 POLE: SSS-15-5G-DBLXD 14'-6" 8' ARM: SMAWL-T20-US8-DBL LITHONIA LIGHTING L2 21ST STREET NE 13+18.5 17.2'RT 180" A2 GCJ1-30J-MV40K-2R-BK-025-PCR7-WL F 17 POLE: SSS75-5G-DBLXD 14'-0" 8' ARM: SMAWL-T20-US8-DBL LITHONIA LIGHTING L3 21ST STREET NE 12+75.7 8.3'RT 270" Al GCJi-30J-MV40K-2R-SK-025-PCR7-WL F 17 POLE SSS-15-5G-DBLXD 14'E" 8' ARM: SMAWL-T20-US8-DBL LITHONIA LIGHTING L4 21ST STREET NE 13+12.0 31.71LT 01 A2 GCJ1-30J-MV4OK-2R-BK-025-PCR7-WL F 17 POLE SS9-15-5G-DBLXD 14'-6" 8' ARM: SMAWL-T20-US8-DBL LITHONIA LIGHTING L5 21ST STREET NE 11+94.3 31.6'LT 0` At GCJ1-30J-MV40K-2R-SK-025-PCR7-WL F 17 POLE: SSS15-5G-DBLXD 14'-6" 8' ARM: SMAWL-T20-US8-DBL LITHONIA LIGHTING LB 21ST STREET NE 11+13.0 30.8'LT 0` A2 GCJ1-30J-MV40K-2R-BK-025-PCR7-WL F 17 POLE: SSS75-5G-DBLXD 14'-6" 8' ARM: SMAWL-T20-US8-DBL LITHONIA LIGHTING L7 21ST STREET NE 10+38.7 37.6'LT 0` Al GCJi-30J-MV40K-2R-SK-025-PCR7-WL F 17 POLE SSS-15-5G-DBLXD 14'-6" 8' ARM: SMAWL-T206US8-DBL LIGHT LEVEL ANALYSIS LOCATION ROAD CLASSIFICATION TARGET VALUES CALCULATED VALUES AVG. MAINTAINED ILLUMINANCE UNIFORMITY AVG. MAINTAINED ILLUMINANCE UNIFORMITY "M"STREET N.E. RESIDENTIAL COLLECTOR 06 301 09 11.9:1 21ST STREET N E LOCAL RESIDENTIAL 0.4 6.01 0.8 4.01 Transportation Solutions INNOVATIVE I PRACTICAL I EQUITABLE 16932 WILLEM& PV II RI I S iw AM I %mmmil@, WA MC]z 141s.BBs.4134 REVISION PROJECT REF: FAC19-0010 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. APPROVED BY: DATE APPROVED 1 /z M- STREET TOWNHOMES PROJECT NO BD21-052 CITY OF AUBURN CONTRACT NO. AS -BUILT DRAWING NO. IL01 SHEET 1 ILLUMINATION PLAN OF 1