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HomeMy WebLinkAboutFAC22-0014 - AS BUILT PLANS GENERAL NOTES: DEVIATIONS PARCEL DESCRIPTION DEV#1 - DEV22-0032 DESCRIPTION: PARCEL A: 192105-9175 SECTION 10-05.02 OF THE 20M ENGINEERING DESIGN STANDARDS. APPROVAL TO INSTALL AN ADDITIONAL EXIT-ONLY DRIVEWAY ON THE AUBURN AV SOUTH LOTS 1 AND 2 OF CITY OF AUBURN SHORT PLAT NO. SP-19-80, ACCORDING TO SHORT PLAT FRONTAGE. APPROVED 4/10/2023 RECORDED JANUARY 29, 1961 UNDER RECORDING NUMBER 8101290279, IN KING COUNTY, S.R.18 LOT LINE ELIMINATION NOTE WASHINGTON; LOTS 1, 2, AND 3OF THE REFERENCED SHORT PLAT THAT MAKE UP THE EXCEPT THAT PORTION CONVEYED TO THE CITY OF AUBURN, RECORDED MARCH 12, 1981 UNDER RECORDING NO SITE y SUBJECT PROPERTY WILL BE COMBINED THROUGH A LOT LINE ELIMINATION . 8103120485; w 00 00 PROCESS CURRENTLY UNDERWAY. (BEING KNOWN AS LOT A OF LOT LINE ADJUSTMENT NO. LLA-01-0010 UNDER RECORDING V AUBURN WAY STA: 12+53.23 = e c DRIVEWAY STA: 3+00.01 NUMBER 20010418001413.) c-I PC: 1+91.27 O d PARCEL B: 192105-9062 m 12TH ST.S.E. M (\I ED ry LOT 3 OF CITY OF AUBURN SHORT PLAT NO. SPA 9-80, ACCORDING TO SHORT PLAT 10 00 PT. 2+40.62 9LeG U O - RECORDED JANUARV 29,1981 UNDER RECORDING NUMBER 8101290279, IN KING COUNTY, d _ +- 11+00 - Q RECORD DRAWING CERTIFICATION WASHINGTON; y m m qy p[ '� 777 ss THESE DRAWINGS CONFORM TO THE Sheet List Table k k h ~ y4F3= UNDER RECORDING DINGNUMBER 8VED TO THE CITY OF AUBURN RECORDED MARCH 12, 1981 - ,�, CONTRACTOR'S CONSTRUCTION RECORDS. UNDER RECORDING NUMBER 8103120485; - 17TH ST. 6. ar Q Z Sheet Number Sheet Title N aI3 d '\ `&- 09/24/2025 C0.00 COVER SHEET ALSO EXCEPT THAT PORTION CONVEYED TOERLESLIE B. 8710SCHWAB, ET UX, RECORDED VICINITY MAP U \ INSPECTOR �d� C1.00 TESC AND DEMOLITION PLAN OCTOBER 01, 1987 UNDER RECORDING NUMBER 8710010837; V = 1/4 MILE Q W C1.10 TESC AND DEMOLITION NOTES AND DETAILS+0�1 (BEING KNOWN AS A PORTION OF LOT LINE ADJUSTMENT NO. LLA-21-87, RECORDED = O L .� 09/22/2025 C2.00 HORIZONTAL CONTROL AND PAVING PLAN SEPTEMBER 04, 1987 UNDER RECORDING NUMBER 8709040525.) CC PI3+02.03 .g DEV. REVIEW IENG. C2.10 PAVING NOTES AND DETAILS OWNER/ APPLICANT � a O C3.00 GRADING PLAN AMERCO FOUND _ �'Jo �\\ AUTOCAD FILE UTILITY NOTE 5555 KIETZKE LANE SUITE 100 REVISIONS: I/2" REBAR & CAP .,\ es 70 \ C3.01 GRADING PLAN 6f34245 DRVCO `2' " ® v '-'S C4.00 STORM PLAN AN AUTOCAD DRAWING FILE IS AVAILABLE TO THE LOCATIONS OF EXISTING UNDERGROUND RENO, NEVADA 895111 �O �� CONTACT: BRIAN GERKE 0 2'S OF CORNER C4.10 STORM DETAILS ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT UTILITIES ARE APPROXIMATE ONLY AND HAVE EMAIL: BRIAN-GERKE@UHAULCOM N _ I ' , "°';b C5.00 SEWER AND DRY UTILITY PLAN ELECTRONIC FILES ARE PROVIDED FOR NOT BEEN INDEPENDENTLY VERIFIED BY THE %' ® CONTRACTOR'S CONVENIENCE AND SHALL NOT OWNER OR ITS REPRESENTATIVE. THE 0`' , \ C5.01 SEWER PROFILE REPLACE NOR BE USED TO SUBSTITUTE THE COLA CONTRACTOR SHALL DETERMINE THE EXACT GENERAL CONTRACTOR y, ^O C6.00 WATER PLAN APPROVED CONTRACT DOCUMENTS. THE LOCATION OF ALL EXISTING UTILITIES BEFORE d = 19'2Tt 4" R=405. \.F e+ 4 - DAHLGREN INDUSTRIAL L-tn 78 Q 5.0' REC. NO. 71 910051nON C6.01 WATER PROFILE CONTRACTOR IS RESPONSIBLE FOR PROJECT COMMENCING WORK AND AGREES M BE FULLY PER DEC. N0. 7t09t0D5t9 LAYOUT ACCORDING TO CONTRACT DOCUMENTS RESPONSIBLE FOR ANY AND ALL DAMAGES THAT 13975 TUKWILA, WA 9816 AVENUE SOUTH, SUITE 100 O - C8.10 WATER NOTES AND DETAILS TUKWILA, WA 98168 r', AND COST FOR ELECTRONIC AUTOCAD FILES. HAPPEN DUE TL THE CONTRACTOR'S FAILURE TO PC: 3+52.06 C7.00 ONSITE PAVEMENT MARKING AND SIGNAGE PLAN PHONE: (253) 383-2422 LOCATE EXACTLY AND PRESERVE ANY AND ALL PH: (206)236-2300 �I00 r �� CONTACT GA GARRETT v C7.10 PAVEMENT MARKING AND SIGNAGE DETAILS FAX: (253)383-2572 UNDERGROUND UTILITIES. AHBL ASSUMES NO EMAIL: CT GARRETT JOHNSTONJO LGRENINDUSTRIAL.COM GRAPHIC SCALE sI A^ �o '- LIABILITY FOR THE LOCATION OF UNDERGROUND E2.2 EXTERIOR LIGHTING UTILITIES. ARCHITECT 0 20 40 80 \ E3.0 LIGHTING FIXTURE SCHEDULE �oFom FLAT W TA \\ M4., o PM-01 PAVEMENT MARKING &SIGNAGE PLAN VERTICAL DATUM HORIZONTAL DATUM NELSON WORLDWIDE, INC. 1200 FIFTH AVENUE, SUITE 1300 PT: 4+14.41 sSc smoiao 4+52 \ TS-01 TRAFFIC SIGNAL PLAN 1'=40 FEET 20.00' BUILDING SETBACK PROJECT BENCHMARER CITY OFK AUBURN NA SHIN TONPER CITY STATE LANEAUB C PH: (20 ) WA 98101 Z EP: 4+52.03 l ,"'� TS-02 TRAFFIC SIGNAL PLAN PROJECT BENCHMARK: COA 910-006 WASHINGTON STATE PLANE COORDINATES, NORTH PH: (206)408-8500 0 W 2'a ROW DEDICATION TS-03 TRAFFIC SIGNAL PLAN FOUND 2.5' SURFACE BRASS DISK W/PUNCH ZONE,4601 CITY OF AUBURN CONTROL POINT CONTACT: XHUANG(SHAWN) HUANG l 0 \ TS-04 TRAFFIC SIGNAL PLAN STAMPED "CITY OF AUBURN PUBLIC WORKS DESIGNATION 910-006, BEING A 2" BRASS DISC AT STH EMAIL: XHUANG@NELSONWW.COM ¢ S \ LS#22954" ST. BE & F ST. BE WAS HELD FOR POSITION AND A LINE 0 \ 4C IL-01 ILLUMINATION PLAN AT THE INTERSECTION OFI2TH/STREET BETWEEN SAID POINT 910-006 AND CITY OF AUBURN CIVIL ENGINEER: O ww w 0 / C,. PC-01 PHOTOMETRIC CALCULATIONS SOUTHEAST& U" STREET SOUTHEAST POINT DESIGNATION NO. 809-006, BEING A BRASS DISC GI a - 00/ i PROPOSED 10' CONCRETE AHBL, INC. m Q • - T k� L0.0 LANDSCAPE COVER SHEET ELEVATION= 107.02 FEET (NAND 88) AT 12TH 5T. BE &J ST. BE, WAS HELD FOR ROTATION. 2215 NORTH 30TH STREET, SUITE 300 ,,�$955 isr"w i9.63 SIDEWALK ALONG °' """'---9 ^'° " "s LUO PLANTING PLAN BEARING BETWEEN THESE MONUMENTS WAS TAKEN TACOMA, WASHINGTON 98403 en- / !; � WAV SOUTH AS N39 3039 / A jL% "W' PH 253.383.2422 SSS...i L1.1 PLANTING DETAILS COA 910-006 COORDINATES ARE / aTw PINK.or / \ FAX ACT: 3.2572 PETS / FOUND 1" IP / 2 _ L7.2 SHEET SPECIFICATIONS N=111535.43' CONTACT: PETS GONZALES m / O OF CORNER ER / ` HVAC L2.0 IRRIGATION PLAN E=1297124.3' EMAIL: PGONZALES@AHBLCOM ' g / S89'S5'25'E L2.1 IRRIGATION DETAILS o v / 3835' CONDENSERS SURVEYOR 10.00' LANDSCAPE BUFFER p \ ' o ; L2.2 IRRIGATION SPECIFICATIONS 'D LANKTREE LAND SURVEYING, INC. VV m S �n- 421 'B" STREET N.E. ARi o AUBURN WA9 PROFESSIONAL SEAL: o1 UC 8002 CITY OF AUBURN GENERAL NOTES ROLL DOOR FMcae \ - -- - PH: : (253)53-8423 _ FOR D&R ROOM �z "� 1. CONSTRUCTION SHALL CONFORM TO THE CITY OF AUBURN'S ENGINEERING DESIGN AND FAX: (ACT 93-1616 TREVO ¢ _ AT 2 of Sww FLAT CONSTRUCTION STANDARDS, EXCEPT AS OTHERWISE APPROVED BY DEVIATION, AND BE IN CONTACT: TREVOR LANKTREE T RSA E 1e9 012 00 �F ` ACCORDANCE WITH THE APPROVED PLANS.ANY CHANGES FROM THE APPROVED PLAN EMAIL. TLANKTREE@LANKTREELAND.COMLIA GQ�I�TOP / / \\1413 WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER OF RECORD,AND THE CITY. STRIPED ACCESS - .® 9 + r DEV22-0032 2, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTONSTATE LANDSCAPE ARCHITECT z TO D&R ROOM \ DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, AHBL, INC. C) BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION)," EXCEPT WHERE 2215 NORTH 30TH STREET, SUITE 300WAS FIRE DEPARTMENT � , I oo /\ SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. THE PHC2253 383.242pINGTON 98403 �7aret ypD `y \ ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. CONNECTION ' OO L� OO ND OO C7 \ FAX ACT: ARA `I � \ �� CONTACT: SARAH SINGLETON SCHROEDEL 3. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR AT START- 3 ALL EMAIL: SSINGLETON@AHBL.COM l CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931- 3010, TO . -' r �. \` SCHEDULE A MEETING. I / AR ENGINEER LOGO: ER � '� 4. UNLESS STATED OTHERWISE, LOCATIONS SHOWN FOR EXISTING UTILITIES E TRAFFIC ENGINEER 26 00' FIRE ACCESS LANE � SPRINKLER SER APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MY NOT TENW BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 'a. ROOM 6' HIGH CONCRETE wT 1 a Si HAT � ., 1140E BE 8TH STREET, SUITE 200 \ DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND _ FOUND R.R. SPIRE INTEGRAL CURB AND m le w d, BELLEVUE WASHINGTON 98004 i No. leemtaoxn+ THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, PH: 253 257.0086 SIDEWALK ALL AROUND a w/-x' AT CORNER °A " 16 P001a1°oo' ° L LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS - --- ' HVAC \ \ ` 00 LOPEZ GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON CONTACT: BRENDA V. 1 ) O EMAIL BRENDA@TENW.COM.COM n I X CONDENSE \ ^ xh FOR U PITY LOCATIONS STARTING CONSTRUCTION SEER, STORM SE ER,SHA GA ALL POWER, ONE-CALL (811) 01600 ` Q FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TRASH/RECYCLE \ 14 yes Q' TELEPHONE,AND CABLE). SITE DATA TACT_ _ROOM _ p \ s�rr� sox ue RCTss 10TH PLACE SE xi NeEerwT '-- a42"w 368.33' - - ' ` 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND 917 AUBURN WAY S 98002 (PARCEL A) 2215 NAIL sohs SAIET,W Di wE.ce+w AHBL #2013 FOND- SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR 907 AUBURN WAY S 98002 (PARCEL B) MAR AND CAP t/2" DEBAR & CAR APPROVAL PRIORTO THESTARTOF CONSTRUCTION. IF THE CITY BELIEVESTHATTHE PARCEL III: PARCEL A: 192105-9175 FOUNDATION TO N:1120W.5950 LS 34z4s DRrcO AMERCLA RAILROAD SPIKE 5- PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA PARCEL B: 192105-9062 1, N:112079.767E ,IIW1A BUILDING ADDED E:12ELEV.16960 p.q'w OF CORNER AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION ZONING: C-3 HEAVY COMMERCIAL III 'I ELEV:101.99 AHBL P100 E1296001.5360 I 'R WITH PILES. REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE ADJACENT WEST- RESIDENTIAL R�.)� NAIL AND WASHER ELEV:100.08 mop LOCATED FOUND BF IN i1A 1te35 OFF-PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. PROPOSED BUILDING HEIGHT: 68' OCINTANY N:112051.3650 II E:1295884.5560 OUTSIDE CITY Q 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROPOSED BUILDING TYPE: I-A AND II-B ELE WNSIROON OEPAIIIEM V:99.66 ,rliI EASEMENT 2 - PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR Q 2727 NOS CONIRAL III w TRAFFIC CONTROLAND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR 2 PHODII%, ARM 85004 PROPOSED SITE P LA APPROVAL. CONTRACTORS AND THEIR SURETY SHALE A LIABLE FOR INJURIES AND RECORD NOTE 0412112025. DAMAGES NS PERSONS NEGLND IGENCE ERTY CONNECTED WITH THEM. BECAUSE OF CONTRACTORS P: (602) 263-6502 OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. THESE RECORD DRAWINGS HAVE BEEN PREPARED 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE BASED ON INFORMATION SUBMITTED, IN PART, BY SITE ADDRESS: STORM SYSTEM DEVELOPMENT NON-BUILDING UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR ORA WASHINGTON OTHERS. WHILE THIS INFORMATION IS BELIEVED LICENSED PROFESSIONAL CIVIL ENGINEER. TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE Z U-HAUL OF SOUTH AUBURN CHARGE (ON-SITE AREAS ONLY) RELATED PERMITS FOR ITS ACCURACY, OR ERROR OR OMISSIONS 4 g17 AUBURN WYS 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE WHICH MAY HAVE BEEN INCORPORATED INTO THIS 0. TOTAL EXISTING HARD SURFACE= 60, 981 SF WATER WrR): CITY'S "DEVELOPMENT RECORD CONSTRUCTION DOCUMENT" HANDOUT. DOCUMENT AS A RESULT. THOSE RELYING ON AUBURN, WA 98002 TOTAL NEW HARD SURFACE= 9,45E SF (1)- 2" DOMESTIC WATER METER THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN (1)- 1" IRRIGATION WATER METER EARTHWORK QUANTITIES PARKING TABLE INDEPENDENT VERIFICATION OF ITS ACCURACY O SHEET CONTENTS: TOTAL REPLACED HARD SURFACES= 51,359 SF (1)- FIRE LINE CONNECTION BEFORE APPLYING IT FOR ANY PURPOSE. UJ FIRE (FIR): CUT= 701 CY PER PARKING STUDY PROVIDED, TYPICAL UHAULS IN THE AREA HAVE � COVER SHEET NET CHANGE= -172 SF (1)- UNDERGROUND FIRE LINE (APPLICATION FILL= 906 CY AN AVERAGE PEAK PARKING DEMAND OF 3.42 STALLS PER 1,000 SF OF REVISED r 5 TOTAL HARD (NEW AND REMAINING EXISTING) MADE TO COLA, VRFA REVIEW) STORAGE AREA, OCCURRING BETWEEN 11AM-NOON. LJ 60,809 SF BACKFLOW(BFL): NET IMPORT/EXPORT= 205 CV WITH THIS AVERAGE AUBURN UHAUL (2,965 SF)WILL REQUIRE 21 CITY OF AUBURN APPROVALS SURFACE- PARKING STALLS FOR PEAK DEMAND. -.1 (1) 2" RPBA DOMESTIC TOTAL EARTHWORK= 1,607 CY THIS PLAN SET FOR PROJECT FAC22-0014 SHEETS 1 TO 30 ARE APPROVED FOR CONSTRUCTION BY: � (1)- 1.5" DCVA IRRIGATION 701043 STORM PERMIT AREAS (1)-4" DCVA FIRE LINE NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY PROVIDED PARKING: SANITARY SEWER(SWR): INTENDED TO THE PERMITTING PROCESS AND ARE NOT 14 STANDARD CAR STALLS // / 10/21/2024 O (ON AND OFF-SITE AREA) (1)- SEWERCONNECTION NTENDEDTOBEUSEDBYTHECONTRACTORFOR ADAVANACCESSIBLESTALL JACGBSV✓EETINCTeP.E.eCITYENGINEER: L/� �ry O (1)- OIL/WATER SEPARATOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE 9 TRUCK STALLS (VARIOUS SIZES) LJ DRAWN: SK Q 0 TOTAL DISTURBED AREA= 85,653SF MISCELLANEOUS: THEIR OWN EARTHWORK DETERMINATION. �SHANNON HOWARD, P.E.+ DEV. REVIEW ENGINEER: 10/21/2024 a (3)- BUILDING DEMOLITION CHECKED: PG 1 .0'0 ® TOTAL NEW AND REPLACED 70,135 SF (1)- LEVEL 3 STORM PERMIT(STM22-0OXX) TOTAL PARKING PROVIDED: 24 STALLS _ O HARD SURFACE= N J ��' Know what'9b TOTAL NEW HARD SURFACE= 11,236 (1)- GRADING PERMIT(GRA22-OXX) PROVIDED ADA PARKING: 1 ALEXANDRIA TEAGUE, AICP PLANNER: /1'F`9°'E' 10/22/2024 p Y 9 o0 dig. DATE: 10I15I2024 Cal I before ,236 SF N 9 701043 AID AS-BUILT DRAWING REDLINE - AHBL 4/21/2025 IN GENERAL NOTES: KEYNOTES ODEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT N O DEMOLISH AND REMOVE EXISTING CEMENT CONCRETE TO FEET III SAN NEAREST JOINT PROTECT EXISTING FENCE IF e O REMOVE EXISTING POWER LINE rI/I POPE USINNEA x GMNO c WIDE n,p _INS { \� Sim T ELF IN "moo � s9ly O5 REMOVE EXISTING STORM PIPE AND STRUCTURES GRAPHIC SCALE KI REMOVE EXISTING WATER METER, SALVAGE FOR FUTURE USE. 0 15 30 60 0 m CAP WATER SUPPLY INSIDE PROPERTY LINE FOR FUTURE USE. M M G 1 _ - 'a , 2 I L°o O7 REMOVE EXISTING TELEPHONE LINE 1" = 30 FEETce N `e"a ON 2 mN +�, GNP, o„ — SWEEP STREET AS NECESSARY TO REMOVE DIRT LEAVING IF �� ' _ _ �.vGOMEGONGS 1Pw�T - CONSTRUCTION SITE Or ��r -c'c' v1cM� W�C l 6�- � rz@'4'_. al Po i O ° °i° vowPON, � ._� taw a / g O PROTECT EXISTING SITE FEATURE TO REMAIN N tOR PER 1 Fid "' -'tea ": —om» aAll --u _ aVre+ V �3`N, 23 Z IN E. CRY ALSO lRRE �§ ''n ) _etss+` ✓rp WIRE 10 TEMPORARILY REMOVE AND SALVAGE PROPANE TANK FOR IE IF NORSE \'�Y .T- } RELOCATION J (� � � � " � c d- 26 qqI S xi'► 17 REMOVE GAS METER AND CAP SUPPLY PIPE LEGEND: a w SIR PItROME � 'O.`\ )/ �� � "fin�Rygo" 1 �\yp1" PNI EXISTING PROPOSED REMOVE _ / SE sw 12 CONTRACTOR STAGING AREA \ ? (ZZ)) faL-ls C SET NAIL AND WASHER d na /i/ a���pJ't/A��rjR_ 1 / FE CIF MI �.. ' � FOUND MONUMENT AS NOTED B LSJ3445H +; ,9 2 iceP nr1 2 g\ 13 SET REBAR AND CAP DEMOLISH BUILDING AND FEATURES SEPARATE PERMIT) REVISIONS: \ \ a2 S 9F �G RNE Y3 r ` \ \ -41546➢ 0t15 - 'e - �4 i 14' {y4A RELOCATE SIGN. SEE C7.00 REMOVETREE BOLLARD a AIB - PROPERTIES LEE - �-' \ � 23 �V`A FOR LOCATION MAILBOX o 0DEMOLISH CURB AND GUTTER AT NEW AND EXISTING SIGN a DRIVEWAYS TO THE NEAREST JOINT SANITARY SEWER MH I CO Q o 7 j IF 0PROTECT EXISTING FIRE HYDRANT STORM MH/CB QQ ❑ \ \ ] 1 ] AL ` EXISTING ELECTRICAL AND COMMUNICATION LINES TO BE ROUND STORM CATCH BASIN A�e }� 17 r s - -� 15 'WF OF-WAY 71 910519DEDICATION INSTALLED UNDERGROUND RSERVI C S RELOCATED , LUMEN-COMM). GAS METER/VALVE ® (D �C. N0. n09100519 REMOVE UTILITY POLE AFTER SERVICES RELOCATED POWER TRANSFORMER O \\ I r 18 REMOVE ELECTRICAL POLE AFTER UTILITY LINES RELOCATED GUY ANCHOR F-ENS PENUNDERGROUND BY UTILITY FRANCHISE. rz UTILITY POWER POLE 4 REMOVE GUARD RAILS ELECTRICAL VAULT © u] IP \ ` \ 0REMOVE CONCRETE BARRIERS JUNCTION BOX z O \ E[c W, 871 r' � CE '' h '°E \'� GONE iw.'ss.sr POWER METER 0 \ }_ } *%r l.+az^;tir� z ti ` ��Ig ={\\ ^'w°% s""s 27 REMOVE EXISTING CONTAINER LUMINAIRE ?S a v..-•?i5 5 E I g ` \5 F \yA O REMOVE EXISTING PAVEMENT MARKINGS. SEE TRAFFIC PLANS TELEPHONE RISER o y ,2, max' \V IPPC s£e 1. FOR E%TENTS OF NEW PAVEMENT MARKINGS TELEPHONE VAULT 1T m \\ - L Lw>u� P } '• rfi-� .E'j �1 r \ D"" . 23 REMOVE SIGN AND RETURN TO CITY FIRE DEPARTMENT CONNECTION °O "" FIRE HYDRANT ,Q PRIOR TO BUILDING DEMOLITION, CUT AND CAP EXISTING SIDE IRRIGATION CONTROL VALVE YY SEWER NEAR THE PROPERTY LINE. WATER METER/VALVE ® A -- - -„v„�. ^ 1 : 1] rtua' 25 EXISTING EASEMENTS TO BE RELINQUISHED WATER VAULT r . _ x ' - ' RARE"r I ] 26 R S NAL BEHIND 10 SIDEWALK BY A APPLE, B=BIRCH, F=FIR, WEE RELOCATE PEDESTRIAN SIGNAL / POI ,r 4 yyy p,u. .�. UTILITY FRANCHISE (PSE) P-PINE HA=HAWTHORNE / DI ING AT w""m 3 ] �Y` ^' > %f q� ' ° / HO-HOLLY M=MAPLE, Q N M e n m OF ARN 746990-0IBO 18 y O OAK, U= UNKNOWN 1 WELTER / 1 f ` \ PROFESSIONAL SEAL: O STORM LINE D - —SD— / / +1- �x .y � x _CONTRACTOR TO INSTALL - SANITARY SEWER LINE S - - PSI1L_ TEMPORARY CONSTRUCTION FENCING AT BACK OF GAS LINE G 74rLIGIGE- ,��STOPq S89`5525E I " I >\ m �� ' 1 EXISTING SIDEWALK WITH U.G. ELECTRICAL LINE P(U=) — (EE)' l38.25' _ wom � 2 .�. ` g LOCKING GATE AT EXISTING U.G. TELEPHONE LINE FREE) — �� "a)/�- Oq ate l / / 25 SF :: :- ::::::-Y :::- -:_}}: aauv __ __ I P o NORTH ENTRY. WATER LINE - W- - �/—/Wy- F z \� -.. 2 IP i. Pox / r E APN : 6 ' OVERHEAD POWER c ) ��✓ca"✓� 25A' NGRESS @ EGRESS - EXISTINGSIORbLLINE_ - - / \ w 6416/ P 19 N0. IDI29 192105-905 e(`i OVERHEAD TELEPHONE — +( ) — �i S -8o RED. R/ 18 EMOVE STORM PIPE INTERIOR / e° REMOVE LIGHT AND AREC 1 LRC A ipiae"s•w.m R rttee G . .::::::::::::::::::::::::. ELECTRICAL SUPPLY TVA. -off - s T THE SITE FILL D P REMAINING/ HANDRAIL - S7pNAL Iq>'' _ . , . • .'J' �'k . , - � - RI W1Tk7 GONE PLUG - - 1 - - - - FENCE -X- X -X- AI\p APN 7°w9" 13 �-' <. � \ \ c IN ERT AT 6TRUCTURE / a Lol z OF 6HORI Plal •' A%E\ ' CONCRETE GOAoo / - .. / ESP s 66 / \ \' \ rod / / ENGINEER LOGO: RE® NO 120010418001 / ASPHALT / un REc. No. tool Gal s9Gl ala \ / eoor sz ME ': \` 16 LIMITS OF CONSTRUCTION // 1 naao-lmH pmMc rn Rov ;' ib 4\R? r IP CATCH BASIN INLET PROTECTION PER GOA STD 2S0' INGRESS @EGRESS M \ / xrxr .' / DETAIL E-OS 19 m, REC. No. 81012 79 26 / `` \ e SILT FENCE — X — DETAIL E- \„., / '`. 4 * `'+W, PER COA STID 7• BUILDING DEMOLITION / uu/ir///vjr//j/ryXfj/ rrY////r - `+, °' \ / SF UNDER SEPARATE PERMIT. �5 - - - - - - : IP \ \ t e+.w / 8 1/— TYPICAL ALL / _ ` s •.• : - - \ �rM � / // SL SAWCUT PAVEMENT ------ STRUCTURES. �' 24 _ A {-` "'r. gl-(-(r'-F,iy„r(, S \ ads. CL 4 idm4 2 5 \$ GRIND AND OVERLAY ASPHALT ® O = wiraxrslue - \, ME' V °o CE CONSTRUCTION ENTRANCE ® PDETAIIL E-01 COA D £AcomA senn� svowwe mwmes ------------------------------ RE _ - J " t . a v AVER ir / CD GRAVEL CHECK DAM SARTOR z1l1 SIGNS KIN o PEFS3,s I 7 e$ :' ,� w - RECORD NOTE 0412112025 PN 7ase9D-Gl 0 :: REF, AMERCC ., _ ,REF. euR /r rmnrirrmimnr `a1 fv THESE RECORD DRAWINGS HAVE BEEN PREPARED }I { CHONG - "' / pr// //V!!/rvur/ wlw uyR mwm lArxiR, _ \ Y 1 $$IV,$SIMZ$QANP BASED ON INFORMATION SUBMITTED IN PART, BY } 3 fwoG �) 13 - ufllVblbll/ ///u/lvu/rrvru/vurrrauiivu/ruuri� 'a,�i OTHERS. WHILE THIS INFORMATION IS BELIEVED ", a—•r -�. - J . .--- \ } 18 & CONSTRUCTION DEPARTMENT TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE Y r - aremw s""^u - \ i 2727 NORM CEMRPL AVENUE 2D g. x £> > CB INLET PROTECTION NOTE PHOENIX, ARIZON485004 FOR ITS ACCURACY, OR ERROR OR OMISSIONS ALUE: REMOVE UTILITY VAULT )am xi D "' -- w WHICH MAY HAVE BEEN INCORPORATED INTO THIS j ( AND CONDUITS WITHIN 10' 1� �Fl > ? *a""''-� ^� 19 '\ \ '��� - ADD CB INSERTS TO ALL CATCH BASINS PICTURED IN PLANS THAT CAN RECEIVE WATER DOCUMENT AS A RESULT. THOSE RELYING ON -d p : ''--- - x -: .. <: »`$` ALONG AUBURN WAY SOUTH. P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN ' qpg i - - _ OF VAULT I , r r/Orr/mnrirmr/mlrlmnbnfJNJY/f/ rrnp/rrrrjn/Jnr/mrlr/JlilJr/nfJ/l 1 ` �, ;S� °\ INDEPENDENT VERIFICATION OF ITS ACCURACY �p 3 - 31 RE � I • 24 n 5 ,,,,,,,r,,,,,, ,..:..., ,,,,,,,,,,,,,,,,,,,,,,,,,,, 2 4 � SURVEY MONUMENT NOTE SITE ADDRESS: BEFORE APPLYING IT FOR ANY PURPOSE. f " " _ -HAUL OF SOUTH AUBURN .: oms mww 15 :\\e� } _�..�-r-r-4�- �-��"W- — �— .= - - _ \ a PROTECT ANDPRESERVEAEXOIST EXISTING MONUMENT DURING CONSTRUCTION. F127 d U 917 AUBURN ANY S .... .. III POEMONUMENT LOCATION IS COMPROMISED, REMOVE MONUMENT AND INSTALL NEW ssa» nm "M-m \, n MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46 0 AUBURN, WA 98002 a,rza --.y„ 14 / SL R BIL AND AP - E ➢ C \�, ., - U SHEET CONTENTS: uourz N': \ REBAR 1/2 REBAR IN C G\ O \ IyI \ N:nzoe3s95D }s83m245 aavcoA� �A = i " r TES ,-, AND /, E 129634J.6960 DC✓l OF CpiNER y ` nlmss NTGE Q RAILROAD SPIKE / ELEV: 01.99 MYN74689➢ N „2D]9 ]B]D -- ti � ` w DEMOLITION a. � . v AHBL 00 PLEAKE 6001 5360 ' t YEWS$ ,E 129 NAIL AND WASHER ELEv.100.06 I 1Rn ., _ __ _ _ - -- -- -- - -- - rauNa = ereAss uawnraeN xi c .`SIA PROJECT REF:_FAC22 0014 J PLAN N:112051.3650 BEE "SURVEY °II a ��' " • E1295B845560 MONUMENT NOTE" �1 I <' n -r^ -i cLLFw _ ELEV:99.66 1 ^ "ih - m THESE PLANS ARE APPROVED FOR CONFORMANCE .rA, . � -- � WITH THE CITY OF AUBURN'S REQUIREMENTS. � 0 701043 o �+ O At DEV REVIEW ENGINEER_ w DRAWN: SK 'O Q - le ALPINISM ar Q DATE: 0 CHECKED: PG 1101 Know what's below. AS- BUILT O DATE:109/14023 Call before you dig. 0 701043 to AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: CIVIL ABBREVIATIONS CONSTRUCTION SEQUENCE HYDROSEEDING NOTES: GENERAL GRADING AND DRAINAGE NOTES: BC BOTTOM OF CURB SDMH STORM DRAIN MANHOLE 1. STAKE CLEARING LIMITS BEFORE PRE-CONSTRUCTION MEETING. 1. HVDROSEEDING SHALL BE APPLIED TO ALL AREAS DISTURBED BY 1. SEE LANDSCAPE PLANS FOR UNDERDRAINS, MOW STRIPS, AND ADDITIONAL SITE BW BOTTOM OF WALL SPU SEATTLE PUBLIC UTILITIES CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED. FEATURES. CB CATCH BASIN SS SANITARY SEWER 2. ARRANGE AND ATTEND PRE-CONSTRUCTION MEETING WITH CITY OF AUBURN, CDF CONTROLLED DENSITY FILL SSCO SANITARY SEWER CLEAN OUT OWNER, CONTRACTOR, ESC LEAD, AND ENGINEER. 2. APPLICATION TO BE 100 LBS/ACRE. 2. FOR BEDDING AND BACKFILL PIPE TRENCHES DETAIL SEE CITY OF AUBURN CL CENTERLINE SSMH SANITARY SEWER MANHOLE STANDARD DETAIL T-01. CMP CORRUGATED METAL PIPE STDS STANDARDS 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE 3. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL CO CLEAN OUT TC TOP OF CURB NUMBER OF ESC LEAD. POST ADDRESS ON PROJECT SIGN FOR EMERGENCY STABILIZER TO BE APPLIED WITH SEED MIXTURE. 3. ALL STORM PIPE SHALL BE PVC OR DUCTILE IRON PIPE OR AS ALLOWED BY THE COLA CITY OF AUBURN TOS TOP OF SLAB PERSONNEL TO LOCATE PROJECT. CITY OF AUBURN ENGINEERING DESIGN STANDARDS. 00 CONIC CONCRETE TW TOP OF WALL 4. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE CPEP CORRUGATED POLYETHYLENE PIPE WM WATER METER 4. FENCE CLEARING LIMITS AND TREE PROTECTION AREAS. IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND 4. SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE r�-I DI DUCTILE IRON PROTECT THE ROOT STRUCTURE. CONTRACTOR SHALL ENSURE PROPER ROOT ELEVATIONS. SUBGRADE ELEVATIONS WILL VARY DEPENDING UPON TYPE OF FD FIRE DEPARTMENT 5. INSTALL CATCH BASIN SEDIMENT PROTECTION. GROWTH REGARDLESS OF PLANTING SCHEDULE. SURFACING REQUIRED. REFER TO SPECIFICATIONS FOR TOPSOIL AND MULCH M 0 FDC FIRE DEPARTMENT CONNECTION DEPTHS. M qqt FG FINISH GRADE 6. INSTALL PERIMETER PROTECTION (SILT FENCE, OR OTHER MEASURES)WHERE 5. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF 1-- N FH FIRE HYDRANT SPECIFIED ON THE ESC PLAN AND/OR REQUIRED BY THE CITY INSPECTOR. THE SEED WILL BE NECESSARY. (EG, GEOTEXTILES, JUTE MAT, CLEAR PLASTIC 5. MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY U O FL FLOWLINE COVERING.) EXISTING GRADES AT INTERFACE PRIOR TO ORDERING MATERIALS AND f� IE INVERT ELEVATION 7. DEMOLISH EXISTING BUILDINGS. CONSTRUCTING. MH MANHOLE 6. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES N O MWS MODULAR WETLAND SYSTEM 8. GRADE AND STABILIZE CONSTRUCTION ENTRANCE($). SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL 6. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO Z PIV POST INDICATOR VALVE SPREADERS AND SEDIMENT BASINS. CONSTRUCTION ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE PS/PSS PUBLIC SEWER/PUBLIC SANITARY SEWER 9. GRADE AND STABILIZE CONSTRUCTION ROAD(S). BELIEVED TO BE IN ERROR. J PSD PUBLIC STORM DRAIN 7. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING � PVC POLYVINYLCHLORIDE 10. CLEAR AND GRUB WITHIN CONSTRUCTION LIMITS. DO NOT REMOVE EXISTING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT 7. ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL LJ RCP REINFORCED CONCRETE PIPE GROUND COVER FROM SOILS UNTIL THE SOILS ACTUALLY NEED TO BE _ ROW RIGHT OF WAY DISTURBED. ANGLES TO THE SLOPE. REPORT. SDCO STORM DRAIN CLEAN OUT INTERCEPTOR SWALES, CHECK 8. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. 11. CONSTRUCT SURFACE WATER CONTROLS 8. ALL FOOTING DRAINS SHALL BE 6 INCH IN DIAMETER AND PLACED AROUND d ( AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BUILDING. FOOTING DRAINS SHALL CONNECT INTO STORM DRAIN CATCH BASIN. DAMS, TEMPORARY SEDIMENT POND, ETC.)SIMULTANEOUSLY WITH CLEARING BODIES AND WETLANDS. REVISIONS: EROSION CONTROL NOTES: AND GRADING FOR PROJECT DEVELOPMENT. FOOTING DRAINS PER DETAIL 3SHEET C2.02. 12. PROVIDE PLASTIC COVERING OR OTHER STABILIZATION COVERING ON ALL 9. SEE SPECIFICATIONS FOR HYDROSEED MIXTURES. 9. ROOF DRAIN LINES SHALL BE CINCH PVC PIPE AT MINIMUM 1 PERCENT SLOPE EXPOSED SLOPES 5H:1V OR GREATER. ALL FILLS MUST BE IN ACCORDANCE UNLESS OTHERWISE INDICATED. CONNECT ALL DOWNSPOUTS TO THE NEAREST 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS,A WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. STORM DRAINS.ALL ROOF DRAINS SHALL BE CONNECTED TO A STORM DRAINAGE PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF AUBURN, CATCH BASIN. PROVIDE COMMUNITY DEVELOPMENT AND PUBLIC WORKS DEPARTMENTS. 13. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OFAND NUMBER F DOWNSPOUTS, STORM OWNER. SEE ARCHITECTURAL PLANS FOR AUBURN STANDARDS, NPDES PERMIT AND EROSION AND SEDIMENT CONTROL INFILTRATION NOTE DET LOCATIONS 2HAEETT C202. DOWNSPOUT CONNECTION PER DETAIL R2ISHEE�OZT$ PER 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION REPORT. PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED CONTRACTOR SHALL PROTECT NATIVE SOILS AT INFILTRATION ELEVATIONS. AVOID BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN 14. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR COMPACTION 8 HEAVY CONSTRUCTION TRAFFIC. 10. ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE. ACCORDANCE WITH THE STORMWATER MANAGEMENT MANUAL AND OBSERVED INSTALL NEW MEASURES, SO THAT,AS SITE CONDITIONS CHANGE,THE EROSION CONTRACTOR SHALL REMEDIATE ANY COMPACTED NATIVE SOILS AT NO ADDITIONAL DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF COST TO THE OWNER DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE AUBURN EROSION AND SEDIMENT CONTROL REQUIREMENTS. 11. ALL DISTURBED AREAS NOT HARDSCAPED SHALL HAVE SOIL AMENDED PER DOE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR SWMMW W BMP T5.13. FOR THE DURATION OF CONSTRUCTION. 15. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT Z WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCT 1 TO 12. ANY FILL MATERIAL SHALL BE FREE OF CONTAMINANTS THAT EXCEED METHOD A 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE APR 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT 30) SHALL AND METHOD B SOIL CLEANUP STANDARDS SPECIFIED IN CHAPTER 173-340 WAC q BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC MEASURES. PRIOR TO PLACEMENT ON THE GROUND. PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED 16. ROUGH GRADE SITE. 7, AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT m OCCUR FOR THE DURATION OF THE PROJECT. 17. CONSTRUCT PERMANENT STORMWATER FACILITIES. CITY OF AUBURN GRADING AND EROSION 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE 18. CONSTRUCT ALL OTHER SITE IMPROVEMENTS. CONTROL NOTES CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE 19. SEED OR SOD ANY AREA TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION 20. UPON SUBSTANTIAL COMPLETION,ALL DISTURBED AREAS MUST BE STABILIZED. OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED, IF k' POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, APPROVAL IS OBTAINED FROM THE CITY OF AUBURN. NECESSARY, TO INSURE THAT SEDIMENT-LADEN WATER AND STORM DRAINAGE E MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE e CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED PROFESSIONAL SEAL: DRAWINGARE INTENDEDTO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED DEMOLITION NOTES BY THE CITY. SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS OP 1. DEMOLITION: IT I$ THE INTENT OF THE WORK UNDER THIS CONTRACT TO USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE R� EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INCLUDE THE DEMOLITION OF ALL EXISTING BUILDINGS 07 VA , PAVING, UTILITIES AND L� oe a ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS ny. OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION COURSE OF CONSTRUCTION, IT SHALL BETHE OBLIGATION AND RESPONSIBILITY COMPONENTS AS INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW o OF THE PERMITEE TO ADDRESS NEW CONDITIONS THAT BE CREATED CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW CONTROL FACILITIES MAY BE REQUIRED A$ SITUATIONS WARRANT DURING BY THE ACTIVITIES AND TO PROVIDEVIDE OVER ADDITIONAL FACILITIES, OVER AND ABOVE THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE CONSTRUCTION. THE CONTROL EMS SHALL BE THE REPLACEMENT MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. OR NOT,AND INCLUDE ALL SUCH COSTS IN THE BASE BID. THE PERMITEE. f q�;6416� 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER `YS7ONA DOES NOT CONSTITUTEUSED), 6. APPROVAL OF THIS PLAN N FOR EROSION/SEDIMENTATION CONTROL ONLY. IT 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT CONTROLS AND THE DETENTION ( ) RETENTION IF INFILTRATION SYSTEM IS USED qI�N APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS LOCATION OF PIPES, REST RICTORS. CHANNELS, OR RETENTION FACILITIES. PROJECT. CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE 7. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, 3. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED AND REMOVED FOR REMOVING ALL TEMPORARY FACILITIES. ENGINEER LOGO: SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS DURING NON WET SEASON. MATERIALS FROM OWNER'S PROPERTY, UNLESS INDICATED OTHERWISE. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR ENSURING THAT ALL REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. SHALL BE ADDRESSED WITHIN TWO (2) DAYS DURING WET SEASON. UTILITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION. ■ CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION WITH NEW 6. NO TRACKING IN THE ROADWAY ALLOWED. IF SEDIMENT IS TRACKED ONTO T 9. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1),ALL DISTURBED AREAS CONSTRUCTION. THE ROAD, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY 1 - SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION SHOVELING OR PICKUP SWEEPING. TRANSPORT SEDIMENT TO A CONTROLLED FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED AT LEAST ONE 5. COORDINATE POWER DEMOLITION WITH UTILITY PURVEYOR AND ELECTRICAL SEDIMENT DISPOSAL AREA. KEEP STREETS CLEAN AT ALL TIMES. WEEK PRIOR TO THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE PLANS. CONTRACTOR TO ENSURE THAT DEMOLITION OF LINES WILL NOT AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE COMPROMISE POWER TO OTHER AREAS. 7. ALL AREASEN ACTIVE IMPACTS ON ADJACENT PR PERTIEHE , NATUNTIALRAL AL EROSION O SUBMITTED TO THE CITY OF AUBURN FOR REVIEW. IF THE SCHEDULE DOES NOT AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE ALLOW FOR ADVANCED PLACEMENT OF SEED AT LEAST 30 DAYS PRIOR TO THE w 6. GAS DISCONNECTION BY UTILITY PURVEYOR CONTRACTOR TO COORDINATE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED T m swn� svowwe mwmes WET SEASON, ADDITIONAL BMP'S SHALL BE PLACED ALONG WITH THE SEED TO WORK WITH P.S.E. CONTRACTOR TO DEMOLISH ABANDONED SERVICE. ACCORDING TO THE FOLLOWING SCHEDULE: FROM MAY 1 TO SEPTEMBER 30, iMNe sm ,EWss W,reoo�_WA 9&l0 PROTECT THE SOILS FROM EROSION. CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL NOT IMPACT AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULE TO REMAIN x r . ...oh �m w� GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN SERVICE ALLOWED. UN-WORKED FOR MORE THAN SEVEN A DAYS SHALL BE STABILIZED. FROM 10. SLUESCMEASURES MUST BE REMOVED AFTER CONSTRUCTION AND SITE I$ STAGES 1 R ERT 30 EARTHWORK ACTIVITIESSHALL BECONDUCTED I AMERCM STABILIZED. 7. ANY ABANDONED SIDE SEWER(S)SHALL BE PLUGGED OR CAPPED AS SHOWN. STAGES IN ORDER D MINIMIZE SOIL EXPOSURE. EXPOSED SOILS THAT WILL REMAIN UN-WORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED F31ALESDUEOCAUPM 11. DISTURBED AREAS UNWORKED FOR 7 CONSECUTIVE WORKING DAYS SHALL BE 8. UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL AS-BUILT IMMEDIATELY. STABILIZED WITH COVER MEASURES EXCEPT DURING THE WET SEASON. DURING STPo:W LOCATION. 00NON DEPMII1D1f THE WET SEASON DISTURBED AREAS UNWORKED FOR TWO CONSECUTIVE 2727 NORTH CFNIROL AVENUE WORKING DAYS SHALL BE STABILIZED WITH COVER MEASURES. 9. ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL PHOENIX, ARM 85004 12. STOCKPILES AND STEEP CUT AND FILL SLOPES SHALL BE PROTECTED IF BE REPLACED PER WAC 332-120 AT NO ADDITIONAL COST TO THE OWNER.CONTRACTOR 602 263-6502 CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT OF NATURAL UNWORKED FOR MORE THAN 12 HOURS. RESOURCES AS NECESSARY. 13. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE 10. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION ACCESS IS SITE ADDRESS: STOCKPILED ON SITE. PROVIDED TO SITE AND EXISTING STRUCTURES TO REMAIN. CONTRACTOR } SHALL ALSO PROVIDE ADEQUATE FIRE PROTECTION FOR THE NEW BUILDING. Z U-HAUL OF SOUTH AUBURN 14. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE 1 d 917 AUBURN WY $ SEEDED AT LEAST ONE WEEK PRIOR TO THE BEGINNING OF THE WET SEASON. 11. COORDINATE DEMOLITION OF ASPHALT WITH TESC PLAN. MAINTAIN PAVEMENT RECORD NOTE 0412112025 AS A WORKING SURFACE AS LONG AS FEASIBLE. COORDINATE STUDENT ACCESS AUBURN, WA 98002 15. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. ALONG SOUTH SIDE OF PROJECT LIMITS WITH COLLEGE- PROVIDE A SAFE THESE RECORD DRAWINGS HAVE BEEN PREPARED 0 SHEET CONTENTS: PEDESTRIAN ACCESS MEETING ADA REQUIREMENTS. BASED ON INFORMATION SUBMITTED, IN PART, BY UJ 16. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF OTHERS. WHILE THIS INFORMATION IS BELIEVED � TESC AND DISTURBANCE SHALL BE STOCKPILED ON SITE. 12. CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE DEMOLITION SITE WITH WATER UNTIL SURFACE IS WET. SEE BMP C140. FOR ITS ACCURACY, OR ERROR OR OMISSIONS V) 17, CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL WHICH MAY HAVE BEEN INCORPORATED INTO THIS NOTES AND SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 13. SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT. DOCUMENT AS A RESULT. THOSE RELYING ON PROJECT REF:_FAC22-0014 J THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN DETAILS 18. ANY RUNOFF GENERATED BY DEWATERING SHALL BE REQUIRED TO DISCHARGE INDEPENDENT VERIFICATION OF ITS ACCURACY THESE PLANS ARE APPROVED FOR CONFORMANCE 0_ TO THE SANITARY SEWER(WITH AUTHORIZATION FROM THE CITY OF AUBURN OR BEFORE APPLYING IT FOR ANY PURPOSE. WITH THE CITY OF AUBURN'$ REQUIREMENTS. 701043 KING COUNTY), PORTABLE $AND FILTER SYSTEMS, OR HOLDING TANKS. Of O 19. PROTECT AND DO NOT DISTURB THE LOCATION OF INFILTRATION FACILITIES DEV REVIEW ENGINEER:_ _ W DRAWN: SK Q PRIOR TO EXCAVATION. INFILTRATION FACILITIES SHALL NOT BE USED AS TESC isad:asarar Q J ' J ®� FACILITIES. DATE: 0 CHECKED: PG Know what's below. 20. SEE ALSO ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION. AS- BUILT N DATE: 09/14023 Call before you dig. Uf 701043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: 1+50 BP: 1+50.00 s10 os' 1z"E N N 112580.40 41.27' E 1295757.46 0o calm.PAN s P 1.27 0 o _ " N 112604.45 0 1296045.21 m e � ¢ N GRAPHIC SCALE 00 + -" m sxA =d 36 15'32" 10ouxoasm 00 me o °j 0 15 30 60 0 d-47°3,3-28. _ -Ta L 4935' 0 :M1296030SE M M w+x a It= - _�b} L-385 88' 440.8- - 71+00 »"'F-N r (NOEn aT �� Q E 1296030.94 M 0 oo� ��- _ PT 2+40 82 1" = 30 FEET 1-- N U O y �( raw r@M -- .. J rc - _ TtcN U U - -.ww � O t - " x >c 1ti - "s0O 9 N N 112508.17 Z E 1295998 58 »r \� "` { i '�y AUBURN WAY SOUTH STA: 12+55.25 = J O J' " - DRIVEWAY STA: 3+02.03 LLJ LEGEND: a 69 -� a . EXISTING PROPOSED Z O sa.4 1 /11 /(J //F PLL 3+02.03 HEAVY DUTY 4 i 2'RE�h RIBS 00' \ NEW CEMENT CONCRETE BUILDING CONCRETE C2.10 TRAFFIC CURB AND ro\ Lsµ3n n r S33= 15' 56'W� ]xo ®�'? GUTTER, REPLACEIREPAIR REVISIONS: WAIF' 12959 669 l - 50.02' � O TO CIEXTENTSINSPECTOR SPECTORECTED STANDARD DUTY a�. 4" 2" CSRCETE E 129398449 \ X2 BY CITY INSPECTOR SIDEWALK CONCRETE DRIVEWAY CENTERLINE \ ' � \ V R3000' ®® N STANDARD DUTY 2" HMA MATCH EXISTING PAVEMENT N 129608 5 STA:12+55 25, 25.69' RT '' ® 9� E 129608253 ASPHALT 4" CSTC PC: 3+52.06 F6h. N 112466-34 16.00' ^ V • - 'L GRAVEL SURFACING 6" CSTC E 1295971.14 l � Q � - s o' reicer-OF-war 9eomnTiOry RIO. 'Ere RE'- NO, 7109100519 6=77°40'13" R88.0 ' \ GRIND AND OVERLAY PER COA T-02.4 R-46.00' v "` ! BUD SON I e L=82.38' V ' 14 �p 1- \\ OVERHEAT WHEEL STOP 1 � O. Z "r'• UTILITIES TO BE C2.10 W 41 go. RELOCATED TO Z l 546° 13'56" z ��' w = AN UNDERGROUND PER WSDOT � 20.OP - ,y, CURB AND GUTTER CG STANDARD DETAIL 2 PT' 4+14.41 37.62' .� \ \ G z- F-10.12-04 N 112409,13 �' TRAFFIC CURB TO STAFDAORDDE AIL a E 12959]8.5] -L^J S° PER WSDOT y z _ STREETLIGHT O EPA+52.03 �� SEE ELECTRICAL PER WSDOT IOU 39.97' WHEEL \ � s,m �. N 112338.97 PEDESTRIAN CURB PC STANDARD DETAIL G p K I - E 1296122.98 l STOPS,TYPE ® �'� O \ F-10.12-04 6.1] �+ s 3721, E R11.00' INTEGRAL CURB IC SS WC 20.30' 2AT RIGHT OF WAY X WHEKSL' ® ° \ ' � `� DEDICATION FLUSH CURB FC TO. = s �_so e - T- 25 v 71 t, / i / 5.00, ,{-m �riinmi/�mJ r / - _ o _ w - s° PER WSDOTDET Y �i D _ ROLL CURB RC STANDARD DETAIL / C �� AM 29 21'E F-10.18-01, CURB 20.00' .� �° ��. � PROFESSIONAL SEAL: I� 41 �700' �OBAQK a WEDGE CURB WC C2.10 RELOCATED PROPANE TANK 500 �_" V "� 9 AND FILLING EQUIPMENT. CHANGE IN CURB ESTOP � I 6.00' 850 . ��� nV'� - 1 NEW 10-FT WIDE CEMENT X PROVIDE CONCRETE PAD TYPE Q 1s CONCRETE SIDEWALK- PER O A4 4E WITH BOLLARD PROTECTION./ 25.00' �' V '�+ PER WSDOT o SETBACK I " \ ALONG FULL FRONTAGET 15 DETECTABLE O 0 V A _ c STANDARD DETAIL 4 + . WARNING SURFACE 0 APO C *� �s n5 STREETLIGHT F-45.10-02 SEE ELECTRICAL FENCE -X y $ N11221Z54 BOLLARD o P ♦� PAIECEL�a 7.08, __\ - - - - - - E 1296233.47 C2.10 S97oNA4 ' \ Iry� NEW °'2 �` ' '$4. NEW CEMENT CONCRETE NIIN ' V � - TRAFFIC CURB AND 28.�0' 13.43' LOi 2 OF SHORT PUT / 4 �� / / SO 19-80 F Z GUTTER, TS AS DI RE DIRECTED r 10.00' --I RRE NO N 198ID141eO01 Q .z ENGINEER LOGO: - TO EXTENTS AS DIRECTED / 5.00' a RE rvO. wOl oal ecolau - / :5•� . P ��- - BY CITY INSPECTOR 1 + 8TA17+04 94,4.69k LT BEGIN CCURB3000 100",���'„ I • �V .� DRIVEWAY m �� TX, DRIVEWAY CENTERLINE X I ti 17e00 MATCH EXISTING PAVEMENT STA:17+15.60, 27.08' RT _ l \ DEN PER COA STD BET T-34 Om --EDGE OF BUILDING _ ,y N 112159.90 ABOVE (TVP) E1296298.15 TAwnw - SET svowwe mwrts 3. TYP � 9y 40'C CURBe m°iiCn m su dEM -ems ...o� . m H -�STA:17+44.94, 4.67' LT DWI RECORD NOTE 0412112025 /� 400' \ ENDO CURB AMERCE ? l I I ti 4 '+7 DELINEATOR TO BE INSTALLED THESE RECORD DRAWINGS HAVE BEEN PREPARED -U CONSTRUCTION JOINTS AT TRENCH STREETLIGHT RRALRSDUEOCAUP P BASED ON INFORMATION SUBMITTED, IN PART, BV - • END C-CURB 13.3'. W I o ❑ DRAIN, RIDGE AND I5'ON CENTER � + °� FROM DRIVEWAY SEE ELECTRICAL OTHERS. WHILE THIS INFORMATION IS BELIEVED � g I 200' E-W,TVP ++ \ N11210175 CONSIM:CPON OEPMWFM TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE ` LOT I OF SHORT �:I 2727 NORTH CEM YL AOFNOE E 1296338.54 FOR ITS ACCURACY, OR ERROR OR OMISSIONS H sP 19 C1 O �\ vB RIOENI%, MQM1 85004 W REC. N0. 196104180 WHICH MAY HAVE BEEN INCORPORATED INTO THIS W l TRASH RECEPTACLES LA reEc No. tom oal6o + x� �O DOCUMENT AS A RESULT. THOSE REEVING ON ¢ : LOCATED INSIDE BUILDING ]� \ " 4. \+ P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN � 7 I 1500 PROPOSED ]� INDEPENDENT VERIFICATION OF ITS ACCURACY h _ r � HOUSEKEEPING PAD FOR LI \ W c 33' I CONDENSER UNIT-SEE MECHANICAL WATERMAIN X / + BEFORE APPLYING IT FOR ANY PURPOSE. - _ _ X 'I^' M EASEME /�� / 50 SITE ADDRESS: / - - � - _ - - 17.95' -- -- -- - ¢Q ^9. Z U-HAUL OF SOUTH AUBURN - - GATE IN TEMP STORAGE /� - ' BSA d 917 AUBURN WY m - _ _ PROPOS 1 MANUAL OPER40'ATED 8' CHAIN LINK - - - _ - R ss�x na, - CONC 1OTH PLACE SE aoCAL RGOC6N}L1D MANUAL OPERATED ROLLER/SLIDER .":%h'72'W 35& 33 -- � O AUBURN WA 98002 EMERGENCY 18]8' 8 'm`N�cx - - 63- au:= l VEHICLE ACCESS AHBL g2 V 6 ear GATE PROTECTED BY BOLLARDS AT FOUNDATION TO SHEET CONTENTS: 1 REeAR ANo cA W HORIZONTAL Cmrze 7 �:T EACH END. PROVIDE SECURING CHAIN - N:1R AN 5950 BUILDING ADDED Q \ H `<oua J -`� ' AND LOCKS. PROVIDE KNOX BOX FOR APO i921 �225 E:129634] 6980 m F RAILROAD SPIKE ' _FLK WITH PILES. 1 ss:ro APN 746890-0195 INC 112079.7870 EMERGENCY VEHICLE ACCES ELENA 10199 :LOCATEDAp 7Y7j CONTROLAND AHBL W PLCANC E:1296001.5360 I PROPOSED BUILDING -EEV:mo.oe �(,,(4H� 7 OUTS IDECITY PROJECT REF: -0014 PAVING PLAN ' NAIL AND WASHER I'' II1. FOOTPRINT (TYP) PRO N�;� Q N:112051.3650 I 7 EASEMENT / P N s wm� lil E:1295884.5560 7� 7�, LOW "° m wn THESE PLANS ARE APPROVED FOR CONFORMANCE 0 ELEV:9a.6b 7 'h• E D L G MENT STA +83 j y WITH THE CITY OF AUSURN'S REQUIREMENTS. 0 701043 8. O f� ^I E1296408J0 *r" '� 4 V O 'Iu b DEV REVIEW ENGINEER:_ w DRAWN: SK a®� DATE: 19sdnsarar a /5 ' Know what's below. AS- BUILT 0 CHECKED: PG (_l Cal before you dig. o DATE: 09I14I2023 O N Y S (U) 701043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: 2.33" q• HMA 9-02.1PG 6422 PER WSDOT 9-03.8(6) - r o 6X6-W2.OXW2.0 AND 9-02.1(4) INSTALL CONCRETE WHEEL I'mC p . �i CEMENT CONCRETE PAVEMENT 00 STOPS WITH DRAINAGE SLOTS L - - 8' 311 CRUSHED_ WSDOT 9-039(3ACING BASE COURSE PER __ ___ ___ ___ _ CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.93 �y":�:.:..,�<.,?�4,. : :_%�.'.�`z:t2b-`.} M M 5" - - O 811 .1�•'t.' : c•`~-�- GRANULAR SUBBASE M k3BARS (2) 2'CLR TYP s .- { .�:..Cr:::'.`.e.T N vl ELEVATION 120 GRANULAR SUBBASE f SUBGRADE V L`,;;c _-_ ::- {; - ;P-;`?a.' NO EPTHS INDICATED AR 00 CTE HIC 3S III Q Z 6' III III III III SUBGRADE 2. CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 J PSI. ~ G NOTES: 3. GRANULAR SUBBASE SHALL CONSIST OF'BALLAST" PER WSDOT 9-03.9(1), "GRAVEL BORROW" PER WSDOT 9-03.14, OR LLLJ 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES. CRUSHED RECYCLED CONCRETE PROVIDED THAT IT MEETS THE SAME TEXTURAL CRITERIA AS'BALLAST' OR'GRAVEL Q 2. HMA SHALL BE COMPACTED TO A TARGET AVERAGE DENSITY OF 92% BASED ON THE RICE THEORETICAL MAXIMUM BORROW.' = Q DENSITY PER ASTM D-2041. INDIVIDUAL LOCATIONS SHALL BE COMPACTED NOT LESS THAN 90% NOR MORE THAN 96%. 4. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTOR 9„ 13/16" DIA. HOLES 3. GRANULAR SUBBASE SHALL CONSIST OF"BALLAST" PER WSDOT 9-03.9(1), "GRAVEL BORROW" PER WSDOT M3.14, OR MAXIMUM DRY DENSITY PER ASTM D-1557. d CRUSHED RECYCLED CONCRETE PROVIDED THAT IT MEETS THE SAME TEXTURAL CRITERIA AS "BALLAST"OR"GRAVEL 5. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT PLAN BORROW.' LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATED AND REVISIONS: 4. ALL ASPHALT BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED REPLACED WITH STRUCTURAL FILL MATERIAL. PROCTOR MAXIMUM BEDRY COMPACTED PER ASTM D-1557. CONCRETE PAVEMENT UNDER BUILDING 5. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT 5' LAVERS. D WITH ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATED AND NOT TO SCALE 21/2" F� 21/2" NOTE: REPLACED WITH STRUCTURAL FILL MATERIAL. 1. ATTACHED THE TTACH DTHE WHEEL STOP TO fi. SEAL JOINTS WITH EMULSIFIED ASPHALT PER PROJECT SPECIFICATIONS. CONSIST OF 3:1 SAND AND C SHALL 4- -1 rL-w1iIL-6-1F�#3BAR$ (2) CONSISTOFD SAND AND CEMENT. GROUT TO A PTH 5"I. (� 10" TOP OF WHEELESTOP.F 1" FROM THE - Do . A - - ^-� CEMENT RUSHED CONCRETE G BASE O 31 SAND AND 2. LOCATIONS FOR WEEP HOLES AND ONSITE ASPHALT PAVEMENT CRUSHED SURFACING BASE COURSE PER CEMENT GROUT NON-SHRINK GROUT REBAR SLOTS SHALL BE IDENTIFIED NOT TO SCALE _ WSDOT 9-03.9(3) 1" DEPTH IN ANNULAR SPACE ON THE SUBMITTAL DRAWINGS. z Y I I I AROUNDREBAR 3. CONCRETE SHALL HAVE A MINIMUM III III III III !Mi- SUBGRADE COMPRESSIVE STRENGTH OF 3000 NOTES: m PSI AT 28 DAYS. 0 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES. Z HMA WEDGE CURB TO BE LL 12 2. CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM COMPRESSIVE 716 BAR (2) 4. SET WHEEL STOP 9" FROM ASPHALT INSTALLED INTEGRALLY F�� n EDGE PER STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS WSDOT 580 PSI. 12" MIN. WITH ROAD PAVEMENT 3. GRANULARSUBBASE$HALLCONSISTOF"BALLAST" PERTHE SAME 'GRAVEL BORROW" PERULASr OR 'GRAVEL F, CRUSHED RECYCLED CONCRETE PROVIDED THAT IT MEETS THE SAME TEXTURAL CRITERIA AS "BALLAST'OR "GRAVEL F. BORROW." 4. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTOR m C5 �OO �OO �� MAXIMUMDRV DENSITY PERASTM SUBGRADE SHALL BE COMPACTED TOO F. ATTACHMENT DETAIL 5 LAYERS. ANY LOCALIZED ZONES OFTOFTIORGANICRICH, ORDEBRISRM AND UNYIELDING TLADENION SOLSSHOULDBEOVERE%CAVATEDTO PLACEMENT OF ANY ENT I Q � �� �� �� Y� �� �<<x AND REPLACED WITH STRUCTURAL FILL MATERIAL. WHEEL STOP q ONSITE ASPHALT WEDGE CURB 5 CONCRETE PAVEMENT - ONSITE SIDEWALKS E 1 NOT TO SCALE 3 NOT TOSCALE NO 0 8" NPS SCHEDULE 40 STEEL PIPE. PIPE MUST BE INSTALLED PLUMB. FILL INTERIOR WITH 3000 PSI CEMENT CONCRETE. g w n a us m n m INSTALL SUITABLEV SIZED PRE-MANUFACTURED CONCRETE BOLLARD CAP. PAINT ENTIRE BOLLARD WITH PRIMER FOLLOWED REFLECTIVE PROFESSIONAL SEAL: SHEETING DELINEATOR BV TWO COATS OF BRIGHT PAINT. FOLLOW ALL MANUFACTURERS RECOMMENDATIONS. POST W/ BASE 3 r- BACKFIL' OR DRAINAGE c�R�STOPy 1" SED GRADE n oD mw<$ F 2 • ' L WITH CEMENT CONCRETE K 163' 8" DIA. 10NA DELINEATOR gIYNi �� �� • 5' SEGMENTS ALLOWED ENGINEER LOGO: BOLLARD ON STRAIGHT SECTIONS DUAL SLOPED 7 NOT TO SCALE AS APPROVED BY THE BLOCK, TYP. ENGINEER. '\�ry� ■ mvA Lim DUALSLOPED 40' CAh OPENING, PER PLAN , MOUNTABLE CURB O Mf m KNOX PAD LOCK 3770 TA W - seATr� - SPDX E -mwmES RECEMNG W/ 7/16' DIA SCHACKLE "� FENCE POST (3" GALVANIZED STEEL �g m°imnsm MMM7 LAX EW�W E�puse„a DIAM) WITH ROLLER (TYP) .� TYPE 2YY OR ] m�a •..o mw� LOCKING FITTINGS ROLLER GUIDE CHANNEL TYPE 2W RPM, TYP. AMERC(a NOTES � TR&1L SSIdTB O�ffP1NP WNSIRUCPON DEPMIMDIT 1. PRECAST CONCRETE DUAL FACED, SLOPED MOUNTABLE CURB SHALL BE PER ASCOT 1 2727 NORTH CFMROL AVENUE STANDARD PLAN F-10.64, 12" WIDE. PMENIX, ARM 85ODA RECORD NOTE oazl7zozs 2. CURB SHALL BE INSTALLED USING EPDXY A ADHESIVE PER WSDOT STANDARD SPECIFICATION THESE RECORD DRAWINGS HAVE BEEN PREPARED P: (602) 263-6502 9-26.2. EPDXY SHALL BE APPLIED AT A RATE OF ONE GALLON PER SEVEN FEET OF BASED ON INFORMATION SUBMITTED, IN PART, BY CURBING. OTHERS. WHILE THIS INFORMATION IS BELIEVED 3, CURB SHALL BE INSTALLED IN 20' SEGMENTS, WITH 18" OPENING BETWEEN ENDS, OR TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE SITE ADDRESS: MODIFIED TO FIT FIELD DIMENSIONS AS APPROVED BY THE ENGINEER. FORITSACCURACY, ORERROR RMIISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS Z U-HAUL OFSOUTH AUBURN 4. CURB AND DELINEATOR SHALL BE THE SAME COLOR AS THE CHANNELIZATION STRIPE. DOCUMENT AS A RESULT. THOSE RELYING ON Q WHEEL PAIR i THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN !L 917 AUBURN WYS FINISH GRADE 5. DELINEATOR BASE SHALL BE AFFIXED TO PAVEMENT WITH FLEXIBLE BITUMINOUS PAVEMENT n MARKER ADHESIVE PER WSDOT STANDARD SPECIFICATION 9-02.1 8 . INDEPENDENT VERIFICATION OF ITS ACCURACY AUBURN, WA 98002 1. FENCE SHALL CONSIST OF 6' HIGH BY 9 GAUGE GALVANIZED 2" KK CHAIN LINK FABRIC. ALL POSTS, ( ) BEFORE APPLYING IT FOR ANY PURPOSE. U CONCRETE CROSSBARS AND GATES SHALL BE GALVANIZED. F 6. RPM'S SHALL BE PLACED AT EACH APPROACH END OF THE CURBING AND CENTERED ON $HEFT CONTENTS: FOOTING, TYP. 2. TOP AND BOTTOM SELVAGE KNUCKLED, TYP. EACH SECTION AS SHOWN. THEY SHALL BE THE SAME COLOR AS THE CHANNELIZATION PAVING 3. ROPER TO MR? SPECIFICATIONS FOR ADDITIONAL INFORMATION. 8 STRIPE. F 16" MIN. DW., ttP. 4. TIE WIRE 8-1/4 GA ALUM. TIE WIRE SPACED 15" ON CENTER FOR THE POSTS AND 24" OC FOR ? In NOTES AND RNA € 7. THIS DETAIL IS USED TO RETRO-FIT EXISTING STREETS. NEW CONSTRUCTION SHALL REQUIRE UJ 5. FITTINGS: HEAVY BASE BAND AND CARRIAGE BOLT, P.S. RAIL END, P.S. 45 BARB BAR, HEAVY CAST-IN-PLACE CURBS. PROJECT REF:_FAC22-0014 DETAILS VERSION BAR, HEAVY VERSION BAND AND CARRIAGE BOLT THESE PLANS ARE APPROVED FOR CONFORMANCE APPRo C N rvEER: DATE: PRECAST CONCRETE DUAL FACED K 701043. WRH THE CITY OF AUBURN'S REQUIREMENTS. y3 01/0 5/2021 SLOPED MOUNTABLE CURB RETROFIT p CHAINLINK SLIDING GATE ENTRANCE ¢ PUBLIC WORKS DEPARTMENT STANDARD DETAIL T-32.3 - o DEV REVIEW ENGINEER: DRAWN: SK O 3 8 NOT TO SCALE saassarar a n(� �I DATE: CHECKED: PG 1 L ' ®o C CURB �J Know whaYs below. A rv0T To scALE O DATE: 09I14I2023 T. Cal before you dig. 701043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 LEGEND GENERAL NOTES: _ RIGHT-OF-WAY/ PROPERTY LINE /W.�/� ;f( _ "V / , / � ��� �J\ �� - CENTERLINE -by V A � BUILDING OUTLINE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR O ` -< - FLOWLINE 112345 SPOT ELEVATION 00 \\ ".-,_i' 0 .°® ��• 1.0% 3:1 SLOPE c-I I LIT TC: 9755 -- -- -- -- -- - RIDGE OR VALLEY M M y rTC 123.45 TOP OF CURB ELEVATION U O o� rBC 123.45 BOTTOM OF CURB ELEVATION 1� 12(� / \ I \ �CB RI . 8.10 .,,­BS 123.45 BACK OF SIDEWALK ELEVATION N Q A lFG 123.46 FINISH GRADE ELEVATION Q V C3.01 I BS 48,77 V J ~ < W ��. j i v A _ _ I v v KEYNOTES z p MATCH EXISTING GRADE. TC: 9924 / > \ \ BS: 99.39 O ADA-COMPLIA NT OT RKING EXCEED 2.0 STALL AND ANY CESSDIRECTION. AISLE. REVISIONS: 30Q\ � \ >3, SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION. \ \ \ \ ` ;_ \ \ 0o O ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN V A TC: 97.10 I` A V �V ANY DIRECTION. I BC: 96.60 I 91 ' C \ 4\ ! 1 O ADA CURB RAMP. SLOPE SHALL NOT EXCEED 8.33% TC: 97.39 / \ 4 LONGITUDINAL AND 2.0%CROSS BC: 96 89 \ � "TIT// / - IL -TC 99 79 12"/ _ BS. 99.94 O SEE ALLCONCTURALRETE SHEETS \ \ ! \ , \ I TC: 98.32 _ � -��, Tfc 992] \ SEE ARCHITECTURAL SHEETS FOR DETAILS \ \ I_ BC: 97.90 l / \ �C 98 ]9 \ \; { _ _\ OB FLUSH ASPHALT TO CONCRETE SIDEWALK \ 4/2 l I� i// \ / `\\ I TC 9968 a\� \ O REPLACE CURB AND GUTTER TO EXISTING JOINT PER TC. 9836 g08� R* \ BC. 99.18\ - \ f \ WSDOT F-10.12a 1A BC W 86 `� ,� - �` •-TC. 99.88 -TG 99o' z El BS- 100.04 GRADING NOTES II 1 \ : 98A \ BC. 98.59 \\ 1 6•/ ❑ \ 00 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION Z II• I EXCEPT."\ ETT BC: 8.27 7 TC 10 34 \ �/ PRIOR TO PLACEMENT OF PAVING AND UTILITY O \ aEe 1x TC: 99.00 \ \BC�99.8 \ \ ® IMPROVEMENTS. u] \ t TC 100.34 �l I SIC: 98.60 V i A - �,V . A ❑ A C IN, I_ BG 99.84 TC: 99.31 I \ \ ' \ •-TO. 100A2 2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM y \ v \ I- i r BC: 99.31 / \ \ BS: 100.27 BUILDINGS FOR ALL PAVED AND NON-PAVED AREAS,AND p TC 100.17 \ . \\`` \ SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF m SURFACE WATER. BC�9967 d 4 �i BC: 99.95 \ s TC: 100.34 l \ TC 10033\ 0 \ - \ 3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED V Il 9 T �G. 99.83 V 6 \ , SS VI TC: 100 BC: 99.84 TC. 100 04 .74 _- V OTHERWISE. BC: lnl.za Bc. e9sa v. \ 8 \ • \ -Tc 10o za TG 100.58 \ vx eS: 100.39 CB RIM: 99.88 LEE 100 BC: 9 �' 4. VEGESHALL BE 6" MIN BE LOCATEDFINISH FLOOR E EV THE BUILDING ti 9g5 BC: 99 BC. 10006 00 \ \ SHALL BE 6" MIN BELOW FINISH FLOOR ELEVATION UNLESS - - - - - - - - FG, 99.83 - ' TC' 100]4 !^ F � �� � \ � \� 1 00 yA NOTED OTHERWISE. e � i100.24 // I � 6 FG: 100.0 FG. 99.83 � _ � � -�� TC: 100 8 ��� \ ENDCURB u g n n a m m n m BC: 99. 8 I - T-- 1-- 55 \ - TC: 100,51'9 5. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF / I / \ G TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO BC 100.05 \ BS: 100.65 B(> PROFESSIONAL SEAL: F,u A MORE THAN 2% SHALL HA PROVIDED FOR EVERY 2.5 FEET OF FG 100 13 6 � \ \ ® - _ / � RISE CROSS SLOPE SHALL NOT EXCEED 2°O/u. / / II � FG: 0013 FG. 100.06 �� � c � � V�� 5 T!C: 99.62 I FG: 100.1 FG too. _ / • y71y \ 6. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED ��C'�oTGpH BCV99.12 FG: 100. 8 FG: 100 ` . FG. 99A9 ' \ �� OTHERWISE. tee$ 40 / R QSv C 99.88 �� FG: 10 # 1 � � • � > Av �v - ` 7. EXISTING ON-SITE SUITABLE SOILS MAY BE RE-USED AS F 2 Q FG: 100.13 V `/ .A I FG: 100.13 TC 100]9 T' STRUCTURAL FILL, PROVIDED THE FOLLOWING REQUIREMENTS FFG: 100.1 10 >s A 6& 94 1 / ❑ \• 0 \ AREA SOIL SHALL BE INSPECTED AND APPROVED FOR RE-USE R ,/ TC: 99..67 FG: 100.14 - o a' > BQ 99.60� Ej I FF: 100. 15 FG. 100.19 �\ _ 1T \ B0 x AS STRUCTURAL FILL BY THE GEOTECHNICAL L 6 L � � d3 ® � V -- - - - 1 � \� . 0 may . ENGINEER. oNn4 \Nlti F� 100.08 B. EARTHWORK ACTIVITIES SHALL TAKE PLACE DURING of / A' 1 A �� - THE DRY SEASON (MAY 1 SEPTEMBER OV AND SHALL FG: 100.13 \ 1 t- OCCUR DURING DRY CONDITIONS APPROVAL FROM TC: 100.01 °�'� .� TO 101.18 THE CIVIL ENGINEER IS REQUIRED TO PERFORM TC 99 85 � FG: 100.14 �' BC 99.51 1 / � - BC 99.35 BS 101.33 ENGINEER LOGO: / I I \ ` :� \ / - EARTHWORK ACTIVITIES DURING THE WET SEASON / FG: 100.08 FG 10055 � '� V � > / BC 9914 - - - _ _ 1 -� � 3.> ds SUI(OCTABLE BESER APRIL 30) / BC 9914 - -_ _ - - _ o C. SUITABLE SOILS SHALL BE MOISTURE CONDITIONED TO � - \ � FG 1 W \ \ HELP ACHIEVE DENSITY REQUIREMENTS l / TC 9965 / -I. FG 10013 F 100.28 'o D. EACH LIFT SHALL BE COMPACTED TO 95% OF THE BC: 99.15 < 100 o �� • 1 : 1 \ 1 MAXIMUM DRY DENSITY PER ASTM D-1557. TC 9969 A C100 ---- ------ ------� 6C:-�00 A 1 ��� BD "-Q v l TO100,10 ` `--/ _ EARTHWORK QUANTITIES 9C.886B I FG: 100_13_ R - R - - - _ R \ 77+00G 100%4Z '� J > ���hb.���\� \ THE EARTHWORK QUANTITIES SHOWN BELOW ARE ESTIMATES ONLY. I DO NOT USE THEM FOR BIDDING PURPOSES. THE QUANTITIES DO 100 G 100.10 FG: 99 67 ` ` ' GBG9� \ NOT ACCOUNT FOR STRIPPING, COMPACTION, CUT OR FILL T^�^�^ ' sE^^� 9vowwe mwrt s c�-7 C -- --- -- \ / \ \\ q, ADJUSTMENT FACTORS, PAVEMENT SECTIONS, UTILITY TRENCHING, \ 100 ° ' 4 \a4 OR OTHER FACTORS THAT AFFECT EARTHWORK QUANTITIES. H BC: 99.2'bm, ��-: A�� 5 - \� � m�ii;nm su 9o9 r...ohe mm,� CUT: 701 CY II-' - FG 10953 \ FILL: 906 CY AMERCE > -Q dG: p00.12 r 5 TVP - � - _ oA' NET: 205 CV (FILL) R&V.HSIlITB ODTYffl1NY �Q`// UBURN WAY TC: 99J8 I � FG 101.13 4 • � ) AV � j � W BC: 99,28 > 3 � � A V C301 A CONSIRUWON OEPMIIJENr W s' FG: 100.08� C3.01 TC 10113 _ - SIDEWALK GRADING \ A 2727 NORTH CEMROL AVENUE _-Sc:100.12 FG 101.13 TC 1 ]3 >m �� 1 1" = 30' RIOENI%, ARM 85004 W TC: 99.80 / TC: 101.13 BC: 100. \ TC: 101.04 i \ 99 50 Y� Go. -. __ -- - BC 99B 2 99.31 J " \ SC: 100.12 BC: 100.05 - ` t 99.00 \\`\\ P: (602) 263-6502 o G: 100.17 J TC: 101.09 FG: 99.7 \ 99.72 ti ALE ADDRESS:BC: 100.09 \ 992z GRAPHIC SC SITE FG: 101.13 / 0 15 30 60 Z 917 AUBURN U-HAUL OFSOUTH AUBURN IY - - - - - - - - - 101 - - - - - ._ - - _101- - - _- + WY 1" =30 FEET _ AUBURN, WA 98002 �� 7 \ LOTH PLACE SE EG 100 coca xra•wruu .08 -� Tr; 190.23 U � v - � - 9974 i \ \a SHEET CONTENTS: t RECORD NOTE 0412112025 N GRADING rfi _ - / •• \\_ THESE RECORD DRAWINGS HAVE BEEN PREPARED w PLAN J _ - - � BASED ON INFORMATION SUBMITTED, IN PART, BY PROJECT REF:_FAC22-0014 J �E9, -1AY y Q OTHERS. WHILE THIS INFORMATION IS NOT ED LE - ,--� . =: i Ili I - r . t f E'�,1K. -- TO BE RELIABLE AHBE INC.G IS NOR RESPONSIBLE THESE PLANS ARE APPROVED FOR CONFORMANCE i1 ' 4 FOR WHICH ACCURACY, OR BEEN INCORPORATED OMISSIONS WITH THE CITY OF AUBURN'$ REOUIREMEMS. CJ 701043 WHICH MAY HAVE BEEN INCORPORATED INTO THIS C) 0 DOCUMENT AS A RESULT. THOSE REEVING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN DEV REVIEW ENGINEER: UJ - W .ea+n_x-- DRA N SK INDEPENDENT VERIFICATION OF ITS ACCURACY - < 19R509DTW' 9 a BEFORE APPLYING IT FOR ANY PURPOSE. n/� DATE: o CHECKED. PG 1 S 'O Know what's below. A S- B U I LT �J�J Call before you dig. o DATE. 07/01043 A1D N AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 -so4_ " f eia+ I II eras ��� Sf��. +09.33 3887'LT PEDESTRI�P NALP E15 AL r� GENERAL NOTES: ,, ° TC: 99.40 9TA: , 5. 39. T LEGEND / D IENL ASIEN \ KEYNOTES _ - - - -_ s`_ °•TAv -o - STA: 13*03.82, 3898 LT 13+1301, 38.84 o ,rm,s __ pwa_ h' Ao^ Q : 9941 1 MATCH CURB AND GUTTER AT EXISTING PAVING. - - RIGHT-OF-WAY/ PROPERTY LINE _ - a _ FG: 99"30 G \ O �� - a END CURB BQ 98 91 STA. 13+20 38 381 ' LT w�. - o" a ° - - M1 B. - CENTERLINE i �10 �� ewyo - -.ewa `-a P� D 0.00 FG 99.53 o O2 ADA RAMP PER WSDOT F40.12-03 TYPE PARALLEL B INAif w 1 C\5� \�� % 669% END CURB BUILDINGOUTLINE Ow� OS� as� a°•. �' aay ew"' 1 - 7.72% MATGHEXISTING O REPLACE CURB AND GUTTER TO EXISTING JOINT -,` � e` _ STA: 12 38 9T LT - - `-� 123 PROPOSED MINOR CONTOUR has - IPA 'wa ' D - COLUMN PROTECTION ISLAND. SEE ARCHITECTURAL DRAWINGS 123 PROPOSED MAJOR CONTOUR '\ g `� . - wANA °•' REPLACE SIDEWALK PANEL 220% 6.86 o D -n - - -° �� ' Pas �.�' I AS NECESSARY TO PROVIDE 7.6 - - o - ' ' ' < FLOWLINE DO <"w J - _ways' �°� GRADE TRANSISTION TO TC: 99.1] 5%' STA: 13+20:fi8, 31.4]' LT O 12 HIGH CURB zI has s� �Ms DESIGNED CURB RAMP. - - MATCH7 r123.45 SPOT ELEVATION d a A. aA Ida � ' r EXISTING O ADA RAMP PER WSDOT F40.15-04 PERPENDICULAR TYPE A 1.0% 3:1 M- - '� awa' . as STA 12+99.21E 3140 LT _ -STA. 13+0388,3086 -99.49 -� OR SLOPE M M ,�a '� >/ da _ - - 2 - 98.90 PEDESTRIAN SIGNAL BUTTON PEDESTAL TO BE PLACED NOT MORE __ G:9906t AT ATCH RIDGEORVALLEV STA 13+0949, 30.83' L O LANDING ' FROM FACE PLATE T AND TO RAMP. MINIMUM 4'x4' nI ew?s / was �°"1 / FG.98.75 XISTING LANDING FROM BASE PLATE TO TOP OF RAMP. VIA- NEE 123.45 TOP OF CURB ELEVATION U 0 f '", STA 13 25,30.84 LT FOUNDATION TO BE PLACED ENTIRELY IN ROW. FG: 98 rBC 123.45 BOTTOM OF CURB ELEVATION O �A+" �,a ' ew'ys - ���R - � - _ fSS 123.45 BACK OF SIDEWALK ELEVATION Z nr7jw` -� Q � �GP �° fFG 123.45 FINISH GRADE ELEVATION J r I" - ,GAC 1��� W 12+00: _ _ - - _ Q 13 0 STA: 12+08.29, 28.62' RT �^ - REVISIONS: BIG 96,27 T02 58,29 _ STA: 12+02.58, 27.49' RT -� - - BC 96.24 -� TA: 12+13 38 30.42' RT TC 96.71 BC: 96.32 23 19 27.10' RT w & _ w TC._96 33 w_.,,,- - - - Eo 32 T'�19 -Ory-`"="` `:�`w- STA: 13 03.74 34J6' RT - w aaATBH - - STA 12a19.30;33 75 RT - - -TC: u.06 ,� - - B�l, - STA 17+16.60, 27 08 RT ` ISTING - BC 96,39 Al� - w - - STA:;%. 2899 RT CL COA STANDARD DRIVEWAY WITH OFFSET II _ C� 9666 55 0 - TC. 96.89 { w�'�C;3],Sfi STA 13 1792, . 9] ��\� Q „FG �1k22440 APRON SEE STD DETAIL T-34.J RAMP - .i6 STA: 12+20.61, 34.74' RT - -� < BD: 97. 4� NP`' ,(j�_ lV S15A�13+33832704' RT - WIDTH - 30' ,LENGTH- 5 - - - "-- 6.4' EG: 9762 TC 9771 TC: 1W.51 FG:-100.07 - BC 96 43 - ° l �y BC: 100.01 W^�V TC. 10019 E ap TC: 96.91 �il B007.29\ A3 - 1 W - BC; 100.26 STA: 12+25.0$ 38.84' RT I EG: W.10w50' ' 3 �, � - FG, 100.23 Z MATCH- ISTING - - FG: 96.47 STA 12+99.15, 39.1T RT t - „. _ ---- ---= - . ° . �S' 9781 - .Oo T '-. w-`w o ` 04 �jB . S.2 \ N� D 0 - 7 - S ° S.6' STA: 1 m3, RT 97.88ANN &' a. aD ° D c D _ ° 6 - `5 a' ° C STA:MA CH 933.40' RT f 1. FG: 9 S.P D- 10]' 4.5• .. FG: 97.58 D -D may_ - P 2.01% D 0% D ' y FG: 96,71 5.1' - - 96.92 4] ° 6 b D . . n 91g0'f -Am y\ ' LANDING FG. S PEDES SIGNAL PEDESTp)_ �/ ° ° 5.3 - • ° FG: 100.40 FG: 100.46 < CT,� STA: 12+31.75, 50.43 RT FG: 97. STA:.12+07.49, 38 72 RT FG: 96l] 4C3 BC 96.60 FG: W.58 \ . FG: 100.65 FG: 100.47 FG: 100.53 FG 100.94 4.0',,.,pp�j LANDING STA: 12+11.39, 35.09' RT : 96.99 TC: 97.,0 - o. _ �FG: 9BD7 N A I G R FG: 96,70 D - - � o ` O P _ - ( STA: 12+23.48, 46.19' RT FG. 98 P DESTRIAN S GNAL AL SEE PEDESTRIAN SIGNAL PEDESTAL LANDING FG: 96.92 STA: 1 +93.15, 49.91' . . LANDING 7 A: 13+26.22, 36.82' RT I I I I I I I STA: ,2+17 85 46.50' RT STA: 12+20 4 2 08' RT TC: 98.43 e FG: 96.85 BC: 97.93 FG: 98.32 PEDEST IAN SIGNAL EDESTAL SOUTH DRIVEWAY STA: 12+1Q& 22' STA: 13 06.74, 46.41' T g n n a m m n m NORTH DRIVEWAY AND INTERSECTION ADA RAMPS PROFESSIONAL SEAL: 1 10' FF: 100. 15 FF: 100. 15 • \ c�$�07 g VA ART ogg0 ° F : 100.097VP <I a a 4a ° . as � as °a ° P 4�d64' � ♦?� 9 FG: 10113 17.24' c 4° a 4 44 ° i F 100.13 $ \ `rSIONA4 ' lry0ry AT ° F a100.07, TVP - - 4 ° - • qI�N -100 ° I- ° .4 TRENCHNORAINGRATEELEV=9996IT p- - - El i ENGINEER LOGO: ° a 4 100 a 9 ° °O ° as SRI - F4g996 4 °a IATs•, o G. 0009TVP° ° ° Q a ° ° a ° _ f ° : TYP. FG: 100.13 ElO4 100.13 - • • a I _ i °.. G: i a. '00.05. TV n 0: TVP4 ° - ° 4 4 ° 4 O©Om ° 4 N TKOM1N - 6EPnIE . 6GONnNE iq LiTES A ZE16MaM3M�A3 Eu 2W TIC,,WANN03 ❑ °" a: a CJa :. a4 LJ- °°❑ ® I " I ®. NO TEL° LJa4a a NA RECORD NOTE 0412112025 4 a ° ° 17.71' - - ° ° a 4 AMERC(a THESE RECORD DRAWINGS HAVE BEEN PREPARED 1 $ °� p ° 1� ° ° a ° _ i� Rom' NO BASED ON INFORMATION SUBMITTED, IN PART, BY / ° ° a . d ° ° ° _ 4 . ° ° OTHERS. WHILE THIS INFORMATION IS BELIEVED - _ °° 9 4 rTRENCH DRAIN RATE ELEV=9=96 _ _ 4 _ d WNSIRICPON DEPMIIIDIf TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE °' "'�'" "`�' '4'�" '(j " 'S" 'a "" ' ' Q'1�== a GRAPHIC SCALE 2727 NWM CRMK AVENUE FOR ITS ACCURACY, OR ERROR OR OMISSIONS \ - - - 4 - ® ° f ° - -4 0 5 10 20 RIOENI%, ARM 85004 WHICH MAY HAVE BEEN INCORPORATED INTO THIS ° 10P13 a ' F 9995 ° _ 4 $ a a 1 DOCUMENT AS A RESULT. THOSE RELYING ON 10013 4 TEL too - �a P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN 10109 ' TC: 101.1 - - 4 ° - °e TE 10 .07 5 - 4 �TB: R11 43 1"= 10 FEET INDEPENDENT VERIFICATION OF ITS ACCURACY I ° B10009. - BC: 100.1 4 TC 104:09 1723' a a ° FG 999 BEFORE APPLYING IT FOR ANY PURPOSE. - BC: 100.09 o BC: 100.07 ° a 4 BC:1 13 ° °° )NET 5 ° ° a - 4 ° ° 4 ° SITE ADDRESS: a ° 4 Z U-HAUL OFSOUTH AUBURN �_ ° ° a a 917 AUBURN WY m AUBURN, WA 98002 l FG: 101.13 C) U TC: 101.08 FG: 101.13 SHEET CONTENTS: BC: 101.001 I, CONSTRUCTION JOINTS AT TRENCH DRAIN, TC: ,01.13 H ---_J RIDGE AND 151 ON CENTER E-W,TYP ec: ,00.1a -. GRADING • 4 � PROJECT REF: FAC22-0014 f'J PLAN J THESE PLANS ARE APPROVED FOR CONFORMANCE Of o GRADING AT BUILDING DRIVE-THRU WITH THE CITY OFAUBURN'SREOUIREMENTS. 0 701043 O 1"- 10 DEV REVIEW ENGINEER:_ w a®� DATE: DRAWN: SK C3 ,01 Know what's below. AS- BUILT 0 CHECKED: PG Call before you dig. Q DATE, 0701043 AID N AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 I GENERAL NOTES: / TEE- N1 / ® IE: 96296' (NE) �o LEGEND: w nm 50 - STORM EXISTING PROPOSED 6 LF 6" PVC @ 9 3d°b \. _Il DRAINAGE \ w TEE - 73 % m -EEI 50 s� C82 Do ® CATCH BASIN TYPE E. 95]38" �e_ W C ■ CATCHA TYPE I SDC610 COWATER • CLELEANONOUT e l DS1 \ RIM: 99.49 STORM PIPING SD �- IE IE: 9]606" (S) 23LF8" @ 16% IE: 95,158 (SE) e _ 28 LF 6" PVC @0.50% IE 95,158 (NW) 1 z�1 DS2 ] LF 6" PVC@2 97/IE:95.,58 (SW) DO 8 EREn w zo _ tC6 - g� IE: 97.47 6" (E) • '° -rx k gam' �. sg 25 LF B" PVCQ0.50% TEE- MIDI \ ��� WERE C0,1cH s z N / III DUE 3 ❑ IE: 95.99 8" (INW)\ z IS x.,. 10 - n 141 6" PVC \ I M IE } s uwlexa`"'•e. IE: 97.348" (SE) A M M 11IRSO„r @ ].45% \ � KEYNOTESRI mz � m Y f - i �z we 45BEND \ 41 LF 8" @1.18% - - N _ ° - . , IE 9].5fi fi' NE ' UNDERGROUND CHAMBER INFILTRATION SYSTEM WITH BOTTOM �E`aac�"zr / P . _s itao- Ho«,- ( ) \ - TEE IDz 4 U O -` { m ,ox, -i0x SLF 6" PVC Q0.55 DSS _ \ _ iO SYSTEM AT 93.00 OR LOWER, 6,180 CF OF STORAGE VOLUME AND e n _ � 1c°,o °ON)) I DS4 IE: 97.746" (NE) IE: 96.4 8" (NW) � \ ,,2505E MINIMUM BOTTOM AREA C4.10 }�q 1-�` K > 1P"� r - / IE: 97.596" N 34 LF 6" PVC 1.09% A V� S'"01 2 OVERFLOW OUTLET STRUCTURE 3 wCESI �, H " "--� r0�L^~ IT,1 H°�•,,�-4s'" / \� § 1 14 LF 6" PVC 9.30% OR mz z O C4.10 Z '° F, r °ca1 .�i- ,� ',�, 1 (AJ. @ DS6 ` \ 31 LF 8" @'116% ° s - Q � 98.11 aa'I O STORM OVERFLOW CONNECTION TO DOWNSTREAM J U I ®®® s \ U 45 BEND WI CLEANOUT2 ENHANCED WATER QUALITY TREATMENT STRUCTURE LL7 wmla ` S7 IE: 96.818" (N OR TYPE I IJ - L°o" \ CONTECH MODULAR WETLAND MWS-LA-8-V-UG WITH 2 FILTER a 9Jtl1 •m �/��- \ _'°�^' _'"" SDCB 4 IE: 97 59 T (NE) O = Q l ^' 1- / ---____ 28 LFW@` .16% CARTRIDGES AND BIORETENTION SOIL CHAMBER) C4.10/j \ ______R__ 0 wxw S,ew w - �t - ` °.+ RIM: .708 \ \� I (OREQTO TREAT 0243 CFS OFFLINE OR 01370N INE FLOWS) 5 IE 93.708" (NW)` 21 LF 6" PVC@5.2]% \ TEE - MID3 2 d \ ' • • IE: 93.708" (@SE) ` .B IE: W.13 8" (NI O C ONNECT FOR ROOF DRAINS L STORM SYSTEM. SE ARCHITECTURAL e 54 LF 8"CPEP 0.25% F - R - - - - - R D /� I N R ROOF DR AND LOCATIONS C4.10 REVISIONS: EARCHI RA 1 SDCB 5 X\ " 9 .64 `0 0-0-0 D58 - DS 9 \ ` O CONNECT FOOTING DRAINS TO STORM SYSTEM. Cy 10 \ SDCB 3 RIM: 9864 � \ � RIM 968E 3 IE. 93.588 (NW) 45 BEND WITH CL�[-ANOUT 1� E 93888 (SE) :SZSZ S:'1F1-- A V IE: 93.568 (S) 20 LF 6" PVC@050% - ' 97118' (N) "" "" ' ♦ � CROSSING LEGEND ew�c w IE: 97.466"(E) 19 LF 6" PVC@6, ur= m a \ 4 _ 7 LF 8 PVC Q 4.35% .� • \ /� 1 BOTTOM STORM(8" E W). 95.70 1- a �\ _ yx q,w DS 10 V \ /� O TOP OF STORM('" N-S. 93.45 61 t g r = IE: 98.35 6" (E) 12 LF 6" PVC @ 0.50% ❑ BOTTOM WATER('"): 95.24 l 53 LF 8"CPEP @ 0.25% ` � O TOP OF STORM(8' ). 94.43//STORM PIPE SHALL BE ENCASED IN A 63 LF 8" CPR 0.Z5R a �� P� TEE- SOUTH .� `V\ MINIMUM 6"CDF FOR 1WON BOTH SIDES OF CROSSING SDI 1 �z AR '"�SIE, \ ` IE: 98.296" (N) ❑ \ N BOTTOM GAS: 97.68 RIM: 99.65 '�i` 1 ` 18 LF 6" PVC @ 0.50% \ \ O TOP OF STORM: 95.91 IE: 93.438" (E) I -• - e ` �'• }s CONNECT TO EXISITNG CB DS ,1 ❑ w IE 93.438" (W) I ,./ /a C O3 ` ❑ O BOTTOM STORM(8"): 96.39 y IE 93.438" (SW) _ l 4LF 8'CP Q0.00% 2. IE 957012" (SW) IE: 98.376" (W) ❑ 4 TOP OF WATER(4" FOC): 95.89 ,I F EMERG V OVERFL W PIPE .� o-rz / IE: 93.43 8" (N) - 11ggy l \ rc _ ,Y RIM zr 4] LF 6" PVC @ 0.50% / \ BOTTOM STORM(W):96.36 CONNECT TO OVERFLOW PIPE 4 \ \ �> /A.0 SE- . r _ �5-12- 5 TOP OF WATER('" FIRE): 95.86 - _ _ _ _ _ OTTOM STORM(8'): 96.29 MI I TOP OF 5.77 IE: 95.708" (W) IM1000' � � ` . 1 ; r .'. Q 43 LFs,2. 3DRM 9,OVERFLOW ERFLQW STRUCTURE CONVEYANCE STOBRMWD RRAIEN9AGE NOTES: MIT IE: 95.708" W) ) E' 9.55 7L• � IE: 95108"(W)O 1. BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT COVEY STORMWATER, EMERGENCY OVERFLOW COLLECTOR PI1-PE, SD . SYSTEM SUCH AS ROOFS CANOPIES SIDING GUTTERS, DOWNSPOUTS ROOF DRAINS AND PIPES. CAP END OF PERFORATED PIPE / - "' '' ANY GALVANIZED MATERIALS SHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS LF 8" CPEP @ 1.13% BAKED ENAMEL, FLUOROCARBON PAINT(SUCH AS KVNAR OR HVLAR FACTORY-APPLIED '^ IE: 95.70 8" lE) 17.79' ® A , " ` 1"= 30' L SDCB 9 EPDXY, PURE ALUMINUM, ZINC ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAINT, RIM:9 .998 FIELD-APPLIED,AND PART ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE. e � m - ��ln ' 93.99 8 SE � - 41LF8" PERFORAT CPEP @0.00% /////// // // 2 \ '"I S998 (W ) " _• _-=-- so - s° - 50 GRAPHIC SCALE " � � 1 ( ) SDCB 10 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION / INLET TO CHAMBERS / r/ - RIM: 99.490 0 15 OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION / .. - 96 LF 8" CPEP@1.21% / IE. 90.00 8" (E) // -%" -\ \ IF 1s AM r�F,_ OF EXISTING UTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THE INFORMATION $ PROFESSIONAL SEAL: ] LF 8"CPEP @ 0.92% / O \ 5. 5 `AO PRESENTED ON THESE PLANS, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER. / l l 4ly ` IE: 95.158" W 1"= 30FEET OUTLET FROM FILTER TREATMESITS TRUCTURE ` 3 3. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF DRAIN TRENCH tSTOP y 66" (/ IE 90.0W) la i 48 LF 8"CPEP@0.60°O/1 N SECTION DETAIL UNLESS NOTED OTHERWISE. Q` u / OUTLET TO FILTER TREATMENTSTRUCTURF� ` - - ` SDCB 11 / IE: 93.11 8" (E) -k RIM: 100.19 0 SDCB 12 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF o / 44 LF 8" CPEP@0.73% ) ` \ IE: 95!398"(N RIM 99.56 DOWNSPOUTS. 6' z 49LF8"CPEP@4.41% ` IE 95.398" ) IE: 95.588" (NW) / � SDCB 6 ) IE: 95.588" (SE) S. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAIN LEADERS.)RI i6tl6 L°'' ✓f TO IE 96.5 : 99.6E F ` MR. 37 LF 8" CPEP 0.500 6. ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE GROUTED TO e`t'S10Nn4& '� V,� IE: 95.598' (NE) ` MR MR `' . ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. of\N 119LF8"CPEP@0.60% c: OR TYPE 1 7. ROOFAND FOOTING DRAIN TIGHT LINESARE LOCATED ON DRAWINGS FOR CLARITYANDARE TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. ALL STORM DRAINAGE AND / l \ L 9\ $z ROOF DRAIN LINE CLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL. ENGINEER LOGO: ..5ruXIST"r Hl ` `\\ ` ` \ > s TIT UC\ IE � HERI 8. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF THE FRAME IS • °s°` \ as AT THE FACE OF CURB OR FLOW LINE OF GUTTER(WHERE APPLICABLE). / SDCB 7 ``\ ` \ OR TYPE I RIM: 99.18 l l `\ \n [ VimWMI. 9. ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. m1/■ IE9s188" (S) ,- �. _A Li � AV � SI TV � IE 9616 Bi' (N)� f.- - t - - . • \ \ ` \ 10. ALL ROOF DRAINS SHALL BE 6"0 WITH A MINIMUM SLOPE OF 1.00%AND MINIMUM COVER OF om m - \ 65 LF 8 CPEP @ 0.50% x 9 �• �� \ 3' UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE PVC SDR35 UNLESS NOTED _ A OTHERWISE. l '_` :,.--t' R - R = _ �1R•' • �� 'h � SDCB1 CF99.680 3 �6 90 8" CPEP Q 0.50% ® s . -y RIM: 99.88 11. ALL FOOTING DRAINS SHALL BE PERFORATED 4" SDR-35 PVC. e ) '�°� IE: 95.90 8" (NW) Tnwnw . swn� . svowwe .mwmes y r . \ - . ... 1 S •.- - OTHERWISE.ALL GRATES SHALL CONFORM TO THE FOLLOWING UNLESS NOTED • � . - . � � 2. ALL STRUCTURE GRATES SHALL BE LOCKING AND SHALL BE HERRINGBONE GRATES UNLESS zv°e,wz30" zs�ivi° 300 i....�e em�.:_. • - NOTED 05 LF 8" CPEP@0.50% OTHERWISE: /''�/''�5 / SHII Cll " U � 12.1. VANED-WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES IN THE STREET. AMER{.. (a RECORD NOTE 04@1/2025 }p`-11 MUSE l � V 12.2. ADA-TWIST OLYMPIC FOUNDARV FOR ALL LAWN AND PEDESTRIAN AREAS. THESE RECORD DRAWINGS HAVE BEEN PREPARED #: jl •Aa'u"°°'M'M77/ _U \ \ �� x 12.3. SOLID- WSDOT STANDARD PLANS &30.20-02 AND 8-30.70-03 WHERE NOTED Rom^ BASED ON INFORMATION SUBMITTED, IN PART, BY JI. 0 pm 12.4. BEEHIVE-OLYMPICFOUNDRY PART NO. SM60BH OR APPROVED OTHERS. WHILE THIS INFORMATION IS BELIEVED - W X4 �4 ' I I SS ` ` SDCB 14 �- M EQUIVALENT WHERE NOTED. WNSFRUC➢ON 9EPAINEM TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE u!A 3 IE 96,3E 8" 2727 NORTH CFM K AVENUE FOR ITS ACCURACY, OR ERROR OR OMISSIONS .�� W ° SDCB 6 \ ""� _ �V`�, 13. STANDARD DETAILS: PHOENI%. MQM1 85004 WHICH MAV HAVE BEEN INCORPORATED INTO THIS W ` ,1 RIM. 99.32 J ,T -� q�. TYPE 1 CB WSDOT B-5.20-02 DOCUMENT AS A RESULT. THOSE RELYING ON It A IE 96638" (N) '• : TYPE2CS WSDOTB-10.20-02-48" DIAM UNLESS OTHERWISE NOTED P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN �� h --- ROOF STORM CONVEYANCE .n WSDOT B-25.20-02 INDEPENDENT VERIFICATION OF ITS ACCURACY 9 °= - - . - -1 C4.00 SYSTEM - SEE BLOWUP // " ` - �:p °+ CONCRETE INLETWSDOT 82560-02 BEFORE APPLYING IT FOR ANY PURPOSE. / . LL - ., ` // �r \k � � � RECTANGULAR COMBINATION ET WSDOT B-30.20-04 SITE ADDRESS: _ _ _ _ _ l \ Ee s ,3 VAN SOLID LID U-HAUL OF SOUTH AUBURN II \ y • { ° - - - WM - +\ VANED GRATE WSDOT B-30.30-03 ZQ _ - _ - S WM BID WSDOT B-30.40-03 WM r- / BIDIRECTIONAL a. 917 AUBURN WY _ _ _ _ _ / , �t VANED GRATE AUBURN, WA 98002 - -�- \ 1 HERRINGBONE GRATE WSDOT B-30.50-03 O s1" nx,12-a.o� • LOTH PLACE SE aocAL IE8oE11nu1 - AHBL $2013 ROUND SOLID LID WSDOT B-30.]0.04 3 - - SHEET CONTENTS: I SERUM RE -I REBAR AND CAP N: 211855956 - H axsx u°ua E-129634T IM - �\ Q N M12D 1R870 ,,iR), ELEM101.99 .,� N STORM AHBL 00 -:E:12960015360 fp' ) • l,, PLAN NAIL AND WASHER E1FmTOo.06 !h, • R E\ - PROJECT REF:_FAC22-0014 - - I N:112051.3650 �11 °II EUEM99aass6o ) _. THESE PLANS ARE APPROVED FOR CONFORMANCE of ELEV:99.66 ) �'. YY, ., ,a WITH THE CITY OFAUBURN'SREQUIREMENTS. 701043 Ale V O � DEV REVIEW ENGINEER:_ 21RORROMI w DRAWN: SK 'I/�•,[A� DATE: O CHECK- ,9z�l,arar a V I ,O DATE. 0 Know what's below. AS- BUILT ED: PG Call before you dig. o 701043 AID N AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 FREE-DRAINING GRANULAR GENERAL NOTES: BACKFILL PER WSDOT STANDARD 137.6°' SPECIFICATION 9-03.14(1) BUILDING WALL. REFER I` - TOARCHITECTURAL SURFACING PER PLAN AND STRUCTURAL DRAWINGS. DOWNSPOUT OR RAIN LEADER. L-I L-I q0 REFER TO ARCHITECTURAL - IEI - -11 L=11111E L- - ° < 4" SQUARE DOWNSPOUT RECESSED IN DRAWINGS. ROOF DRAIN (TYR). DO NOT -III- -I - BUILDING WALL. REFER TO CONNECT WITH FOOTING ARCHITECTURAL DRAWINGS. DRAIN LINE. - ° °�/ ( FEE PER PLAN PVC CAP. CUT HOLE IN CAP MIRAFI 140N NON-WOVEN GEOTEXTIL TO ALLOW DOWNSPOUT/RAIN LEADER FABRIC OR APPROVED EQUIVALEN _ OM HAMBERS - - TO PENETRATE WITH Y6" CLEARANCE 00 PLACED A MINIMUM OF 6" FROM FOOTS - - SQUARE TO ROUND ADAPTOR � DRAIN PIPE. FILL AREA BETWEEN FABR16 FINISHED GRADE 6"x4" REDUCER 0 AND PIPE WITH AGGREGATE FILTER BLANKET. -_ PER PLAN 4 1 M 6"450BEND 1 2" (MIN) M M 4"0 PERFORATED PVC SDR35 - 4s )�° _4 4•i: IMPORTANT NOTES FOR THE BIDDING AND INSTALLATION OF MC-4500 6" MIN FOR I- N WITH PERFORATIONS DOWN - - ifi1.4°' 2 CHAMBER SYSTEM - _ 2 NON-HARDSCAPE U_ O AGGREGATE FILTER BLANKET _ -III I EXTERIOR SURFACES 1. STORMIECH MO 500 CHAMBERS SHul NOT BE INSTALLED UNTIL THE MANUFACTURERS I\ PER WSDOTR BLANKETANDARD III x III- 61.0°' CLEANOUT FRA AND _ 12" REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. C`C GRATE PER DETAIL (MIN) - Z STORMIECH MCJ600 CHAMBERS SAIL BE INSTALLED IN ACCORDANCE WITH ME'STORMTECH r O SPECIFICATION 9-03.12(4) ° 4- FINISHED GRADE (n MW50JRACdSW CONSTRUCTION GUIDE". DRAIN INVERT TO BE INSTALLED NO MORE _o-Q ' 3. CHAMBERS ME NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTEOH RECOMMENDS 3 BACKFILL METHODS: THAN B"ABOVE OR BELOW THE BASE OF THE PVC SDR35 (TVA) 4"45° BEND STONESHOOTER LOCATED OFF THE CHAMBER BED. J U PERIMETER FOOTINGS OR GRADE BEAMS PLAN BACKFILLAS ROWS ARE BUILT USING AN EXCAVATOR W THE FOUNDATION STONE OR SUBGRADE. LU FOUNDATION EFER TOF - - - - - d a - - - - - -01 • MORRILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 1 STRUCTURAL RAWINGS EMERGENCY OVERFLOW 1 - 4 _ 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. = O STRUCTURAL DRAWINGS - 4 FOOTING DRAIN STRUCTURE W E 4 a PROVIDE FITTINGS 5 JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE /^� ° _ ° AS REQUIRED J 6"45° BEND / ` ,Q - { a4° 6. MAINTAIN MINIMUM "MANIF0DSIUSTB INSERTED THE CHAMINIMUM OF IT(3 S. 1 NOT TO SCALE � NOT TO SCALE 1\T\/`1 � - - - - - - - - - - - - � INLET AND CLARET MANIFOLDS MUST BE INSERTEDAMINIMUM OF I2'1300 mm)INTO CHAMBER END CAPS. REVISIONS: 6 0.5% ° 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE MEEMS 1.0% FOOTING SUBDRAIN C42 (MIN) THE AASHTO W3 DESIGNATION OF u3 OR w. Q 9. STONE SHALL BE BROUGHT UP EVENLY ARM N D CHAMBERS SO AS NOT TO DISTORT ME CHAMBER (MIN) BUILDING FOUNDATION. REFER BUILDING FOUNDATION. REFER 4 ',.° - SHAPE.STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN 12"(300 TIES BETWEEN ACUACENT DOWNSS. POUT TO STRUCTURAL DRAWINGS. TO STRUCTURAL DRAWINGS. STOCHANE MUSTER BE 2 0 AND PRESERVE OW SPACING. CN HE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS SNP ALE NOT TO SCALE AND PRESERVE ROW SPACING. 11, THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACRIER TO ME SITE DESIGN ENGINEER. 12, ADS RECOMMENDS THE USE OF TLEXSTORM CATCH IP INSERTS DURING CONSTRUCTION FOR ALL INLETS ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION DENSITY REQUIREMENT NOTES FOR CONSTRUCTION EQUIPMENT CLASSIFICATIONS 1. STORMIEOH MLd500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH ME-STORMTECH W FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE Z_ TOP OF ME PC LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIUROCK MATERIALS,EMOTIVE SOILS OR PER ENGINEER'S PLANS PNSTALATIOSITEDEAVE ENGINEER'S FLANS.PAVED MG35MYMC�5RR CONSTRUCTION GUIDE". O PAVEMENT OR UNPAVED FINISHED GRADE ABOVE.NOTE THAT CHECK PLANS FOR PAVEMENT SUMRADE REQUIREMENTS. NIA INSTALLATIONS MAY HAVE EQUIRSTRINGEM MATERIAL AND -] PREPARATION REQUIREMENTS. 2, TIE USE OF EQUIPMENT NT IS ALLOWED ON BARE O PAVEMENT SUBBASE MAY BE PART OF SHE'D'LAYER NO EW LAMENT IS ALLOWED U BARE CHAMBERS. W • NO RUBBER REACHEDRIED IN ACCORDAMP NCE WITH THE'STORRSARE ALLOWED 3QXIMCUNTIL PROPER FILL DC PAFAF2-T45' DEPTHS ARE REACHED IN ACCORDANCE WITH TXE'STORMTECH MC3WOIMC-0SW CONSTRUCTION F INFRAL TOP E EFILL MBEDMENT S FOR LAYER'C STARTS RR wn)E GRANULAR WELL-GRPDED EGATEAGGREGATE. MIXTURES,�36%FINES OR 0.1,A-2A,Ad BEGIN COMPACTIONS IS REACHED,COMAmm)OFIONAL LAYOVER GUIDE'. -a PROCESSEDAGGREGATE. THE CHAMBERS mm)RSK LIFTS „EA. IN 95%PROCTOR ROCTRDE LAYERS INWEIGHTLIMRSF CONSTRUCTIOIONIDE'. NT CAN BE THE"STORMIECH TOP OF ME EMBEDMENT STONE(9'LAYER)TO SEE(603 mm) C] C OR 12"ELL GRIME%LIFTSIA AND95 RELATIVE DENSITY FOR MG35WIMC�50R CONSTRUCTION GUIDE'. ABOVE ME TOP OF THE CHAMBER.NOTE THAT PAVEMENT m SUBBASE MAY BE PART OF IHE'C LAYER, MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MESEDAGGREG TE MATERIALS SIN FORLC LAYER. AM7,6, M0.i' PROCESSED AGGREGATE MATERIALS. 3. FULLKTRAVEL OR DSTABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP 3,35],d,d6],5,56,5],6,6],68,],]8,8,88,8,10 TRUCK TRAVEL OR DUMPING. EMBEDMENT STONE:FILL SURROUNDING THE CHAMBERS AASHTO M43' USE OF A DOZER TO PUSH EMBEDMEM STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE MMAOE TO B FROM THE FOUNDATION STONE(A'UNITS)TO THE'V LAYER CLEAN,CRUSHED,ANGULAR STONE NO COMPACTION REQUIRED. ABOVE. 3,A CHAMBERS MAN ETHOD ARE NOT ACCEPTABLE UNDER HMETXOO.AXY CHAMBERS DAMAGED BY USING THE"DDMP AND PUSH'METHODARE NOT COVERED UHOERTHE STORMTECN STANDARD WARRANTY. FOUNA ELBOWS TIQNSTONE: THE FILL T(BOTTM)OFT CHAMBERS FROM THE CLEAN,CRUSHED,ANGULAR STONE AASHT4MEN' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE°° CONTACT SIMATEC„AT FAAF-A2-2694 WITH MY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT SUBGPADE UP TO THE FOOT(BOTTOM)OF TIE CHAMBER. 3.4 LIMITS FOR CONSTRUCTION EQUIPMENT. � SITE SPECIFIC DATA EMERGENCY OVERFLOW COLLECTOR MINIMUM FINISH ELEVATION: 98.70 � PROJECT NUMBER 717306 PIPE -8' FULL PERF CPEP AT O% TOP PIPE: 96.70 PROJECT NAME U-RIUL OF SOUM AUBURN IE = 95.70 ADD OVERFLOW CONNECTION ADS GEOSYNTHETIN,BRUS NON-WOVEN RSTTEXTILE ALL AROUND PROFESSIONAL SEAL: PROJECT LOCATION AUBURN!, WA GLEAN,CRUSHED,ANGULAR STONE IN ASBLAYER, PAVEME LAYER(DESIGNEO TO CITY: IE 95]D STRJCR.READ A07E4 BYSITEDE GNENGINEER) MIN PAVEMENT SUBGRADE 117FABIfilT REQUIRED D° \\, ELEVATION: 97.58 oTup PERIMETER(SNOTE C ='::''.- TOP TRENCH: 96.00 q As•R ' H#UME IIUA (CF) FLOW BASED (CAST) (SEE NOTE 4S 1r Mlry TOP CHAMBERS: 95.00 04 0 N/A o.1s6 MANHOLE HATCH J ;� © e-. z iREATMEM NGL AVAILABLE (Fn N/X / IE: 12' OUTLET: 93.25 R• _ C/L L CH GS(-IN 6' MCA EXCAVATOR WALL 6d16 PoW PEW BYPASS REQUIRED (LEST) - X APPLICABLE 1.26 CONCRETE COLLAR BY h SCAN BE SLOPED OR vaflncgy `BR1sTeNNV C PIPE LMTA LE. MATERIAL DIAMETER • "1• CONTRACTOR ro10 esSIONAL 'A INLET PEE 1 93.I7 PVC B' SHIM/WEDGE COLLAR 70 _ A 90.00 O%Ji • - • • - ME� fS I I �LT 1Y("mm)MIN MCi600 9UBORADE 901LB MIN 100' II lAgE7 PEE 2 N/A N/A N/A ^�N I S Ti � SIT" . � THIN OUTLET PIPE 90.06 PVC 8' PREMFATA09 BTORLTRAITON DISCNIPCI [ 1rMlN ENGINEER LOGO: END CAP •'Y° • (SEE NOTE 4) RIM E1E1M770N 99.6/ 99.61 99.61 7.9. ,�,�,v SURFACE LOAD TRAFFIC "iA TRAFFIC LaN VIEW e ' � •, CHAMBER INFILTRATION SYSTEM - ADS MC4500 OR EQ FRAME & COVER 30' X 48' UNDERGROUND N/A ry�,, 3Su" A I. WEIIANDMEDM VOLUME ICY) 7.96 { •� k:$i•.'.x (�( )�' 4 NOT TO SCALE i1 +'v.->; -_� NOTES: ORNK'E SIZE (OIL INCHES) 01.70' RMI BG ' -_____( 111 1/2' "SEWER" LETTERING 1 PIPE MATERIAL PER PLAN. MI om FOR SANITARY NOTES PRELIMINARY N01 FOR CONSIRW[M. 6 M/ 845E SEWER, "CO" 2. PIPE DIAMETER PER PLAN. DRILL&TAP (SPLITTING THE 3. ASS TO PVC USE PVC O BOLT-DOWN) SET MADE LETTERING FOR 86 C LEPT END VIEW S WITH 8" STAINLESS STT EL STORM DRAINAGE ADAPTOR SS STEELFERN C SACDME W/STAINLESS STEEL CLAMPS 6F^^IE ' 6POKErIe mwmes INSTALLATION NOTES HATCH ALLEN-HEAD BOLTS- 2 PLACES TOP OFMANHOLE OR APPROVED IRO OR am M aB,ssleEMe[nrePUMB°E '2zv'iim+a I, CONTRACTOR 70 PROWE ALL LABOR, EMNPAEM, MATERIALS AND MP SW C/L Sm 4. PVC TO CAST IRON OR ' """° °'"� INCIDENTALS REQUIRED 70 OPrT04D AND INSTALL THE SYSTEM AND CONCRETE USE FERNCO W/STAINLESS STEEL CLAMPS gMERC� APPURTENANCES /N ACCORDANCE W7lH iMS OR/WMAG AND 7FK OR APPROVED EQUAL. MANUFACTURERS SPECIFEAWNS UNLESS OTHERWISE STATED IN S I ° 1/8" RAISE - 1/2" gg1�,SSG118O�VffMNP I I MANUFACTURER'S C'ONR4CT. _ I_ _ I 3000 PSI CLASS I^ 2-0•^I WIDE BORDER 2. UNIT MUST BE INSTALLED ON LEVEL ROCK A4 E UNLE55 S PEAK HGL r - - - - 0711 h )_J_ I I THE PR SECT A MINIMUM 6' LEVEL ROCK BASE SIBLE FOR BY E IN CONCRETE (TYP) -r 727NSTWM C OEK AWNr 71$ PRLVECT ENCRFEER. CONTRACTOR IS RESPONSIBLE FOR VERIF17Flfi FLOW CONTROL, I 1.-0. _ 1 10"� 2727 NORTH L;NIROL 50D4 PROJECT ENGINEER'S RECOMMENDED BASE SP£CIRCABONS. RISER - - f g• FHOENI%• MQON4 85004 4. COND?4CTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING 1 T 1 PEES ALL PIPES MUST BE FLUSH W9TH INSIDE SURFACE OF E 'i" I i 1 I-- 4-314" X 5/8" P: (602) 263-6502 CONCRETE (PIPES CANNOT INTRUDE BEYOND FLusH). INVERT OF - - RECORD NOTE 0412112025 'z•0 I 1 OUTFLOW PEE MUST BE FLUSH W17H DISCHARGE CIMMBER FLOOR. E OlIT I ,F FIBRE JOINT ALL PIPES SHALL BE SEALED WATEATICM PER AMNUFACIURER•S q -� - SITE ADDRESS: q;;,,. . 1 THESE RECORD DRAWINGS HAVE BEEN PREPARED PACKING 4' STANDARD CONNECTION OETAtt. 6' 6•-0' 6' 'T"� T :� BASED ON INFORMATION SUBMITTED, IN PART, BY �- Z U-HAUL OF SOUTH AUBURN 6. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PEES. RISERS y_O• S" y rya`.6�Ad OTHERS. WHILE THIS INFORMATION IS BELIEVED 'L.+ 45° (1/8)BEND MANHOLES, AND HITCHER COMPACTOR 70 USE GROUT ANOIOR ELEVATION VIEW ' TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE 7" d 917 AUBURN WY $ BRICKS ro M4roH COVERS WITH fAVISNEd SURFACE UNLESS SPECIFIED I ' FOR ITS ACCURACY, OR ERROR OR OMISSIONSL '4', 3;;.�}pp'� 7-3/4" AUBURN, WA 98002 OTHERWISE M' ent'YJ ! WHICH MAY HAVE BEEN INCORPORATED INTO THIS LIO 6. CONTACTOR RESPONSIBLE FOR CONTACTING CONTECH FOR AC77VATION •m DOCUMENT AS A RESULT. THOSE RELYING ON ij B-3/4" U SHEET CONTENTS: OF UNIE MANUFACTURERS WARRANTY IS HOT MTH(XA PROPER THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN �� 15 UJ AC77VATOM BY A COAUSCH REPRESENTATIVE. INDEPENDENT VERIFICATION OF ITS ACCURACY ~ STORM 6' 9"o, 6' BEFORE APPLYING IT FOR ANY PURPOSE. CAST IRON RING AND LOCKING COVER F N p GENERAL NOTES i� PROJECT REF:_FAC22-0014 DETAILS I. MANUFACTURER TO PROVIDE ALL MAMMALS UF/L£53 OTFERIVISE NOTED. , THESE PLANS ARE APPROVED FOR CONFORMANCE K 2. ALL DIMENSIONS ELEVARONS, SPECYf1017/ONS AND CAPACITIES ARE SUBJECT 70 PROVIDE WATER WITH THE CITY OF AUBURN'S REQUIREMENTS. 701043 AND f0P PROTECT SPECIFIC C T C NGS DETAB.ING EG1CT DIMENSION$ IYFILWIS O TIGHT PLUG U ANO ACCESSORIES PLEASE CONTACT CONTELY/. V O DEV REVIEW ENGINEER:_ _ w DRAWN: SK 04, 11 WQ6ENHANCED TREATMENT STRUCTURE -CONTECH MODULAR WETLAND (MODEL MWS-L-6-8-4 CLEANOUT DATE 1S90D a CHECKED: PG 6 0 Know what'3 t1810W. m NOT TO SCALE N Call before you dig. o DATE. 0701043 AID N AS-BUILT DRAWING REDLINE- ATLBL,4/zu2025 Revised 10/1/2024 - see attachment N GENERAL NOTES: GRATE SHALL BE GRAPHIC SCALE CONSTRUCTED OF CAST IRON, 0 15 30 60 DUCTILE IRON, OR STEEL AND SHALL BE NON-SLIP AND RATED FOR H-20 LOADING. 1"= 30 FEET DO 115yi Am OF 8" e v ' - PACA OVEMENDT PROPOSED LEGEND: r Ux vUS) " a eY{ PAVEMENT EXISTING PROPOSED Dp uwr`s DOI 41p SIN PERCITY OF ON SANITARY • AUBURN STD DET cH �g III SEWER MH/CO M S-07 AND 5-04 0 m SANITARY S - �6 S M F9 KAI TAFFOOk AN. NI E NO ONO D.O1 07 D SEWER PIPING � SW- H N - i �' c a §-e �.i° -G u n 77 - GAS LINE G-o - G IF IF ai N ,au m �- �, m _ nw -`w°oro- n ° P(UG) U O '�-aC < ,f - °sty) m.>- p D_ POWER LINE P 3L I SO -P(OH)- N 0 n - 1 'v"oxz -c � -° n DEPTH n UNDERGROUND Q �. t°"9- "°c°" -,� 4000 PSI _T_ Z .0 '+vt �{ _ / 1� p >. VARIES CONCRETE TELECOMM LINES J was two" uRm $ I 6` RACK 4�\IF 4°p ` A ""''l"` �� qa REVISIONS: \b \� - ZURN OR 1 8'0 PVC PLUMED VERTICAL PIPE (PER ZURN) DRAIN OR APPROVED CONNECTTO EQUAL. \ � A 8 " SEWERAS TRENCH DRAIN AND OF mi 2m '' \ o° g SHOWN ON PLAN \ \ m, w GRATE SHALL BE rc o-' » $ I m \ q iSm a RATED FOR HS-20 - ' LOADING. $ s 12W mw TRENCH DRAIN KEYNOTES t l \t( navm-'' an g r "- % 1 SANITARY SIDE SEWER SERVICE.TRENCH AND BACKFILL PER COA_ e"P NOT TO SCALE STD DET T-01 r R* A IN � u-- s: xa\ +"' wE S SANITARY SEWER PRIVATE MAIN EXTENSION.TRENCH AND BACKFILL Pwu O°® PER COA STD DET T-W • I �� 1$ 41 ° \ �'. WI 232 e a�° O SANITARY SEWER MAIN EXTENSION.TRENCH AND BACKFILL PER COA m "2.N 3 STD DET T-01 eFc LF L6111 PER ( /' '�' \� azy 4 1"GAS SUPPLY LINE. COORDINATE WITH UTILITY PURVEYOR z cz {- & I ONNECT TO EXISTING GAS �� \.\ O5 REPAIR PAVEMENTS PER COA STD DET T-02 m F {- ) INE. CONTRACTOR u: $: CO INATE WITH UTILITY. \ Q < � "' "' O OLDCASTLE 105 GPM OIL WATER SEPARATORe w p1 e PSE.w°r C5.01 -III � 15 "A 10 1 1 ®'"9Ba' O � SD ■ Z; \ y n �� O7 6"TRENCH DRAIN WITH ADA GRATE C5.00 8 w[w-P>sb' - ra O SO , ',IJ Lj a TRENCH FOR STREETLIGHT POWER UNDER PROPOSED SIDEWALK - < " ` OB SEE ONSITE ELECTRICAL PLANS. CONDUITS PER COA STD DTL T-18 AND T-23 / �° rP \ NEW STREETLIGHT SEE ONSITE ELECTRICAL PLANS CONDUITS PER g -- *-* �_ _ T �'{O // / Z.A „r S O�ONm-ww COA STD DTL T-18 AND T-23 25 o y p�//nJ)j \„� r z° - POWER DISTRIBUTION LINES TO BE RE-ROUTED UNDER SIDEWALK / y, / / \ c 1@]'5' t_zo- " 10 c1 n a m m n m / m // / ` ` \- a \ a0k2 O AND ROADWAY- SEE PSE ELECTRICAL PLANS $ / SSC03 / I / \ \ \'F \ TRENCH FOR UNDERGROUND TELEPHONE AND COMMUNICATIONS PROFESSIONAL SEAL: / RIM: 100,11 2L \ \ - - 11 LINES. INSTALL 2-4" PVC SCHED 40 CONDUIT WITH PULL BOX AT E: 96.158" l 14 41 PVC@1.00% Sp p\ \g LOCATIONS SHOWN. SEWER STUB FOR AREA \ ` _ 12END ER- ECHANICA OR NUATION j �t- � 4 / �1 34LF6" PVC @1.00% � l IE. 96.176" (W) ° N\� = / 1A� )STOP FF: 100,15 / SSMH ON ENIE 96 1 \ a� \ TE FLOOR AHIE 96 86 6' AIDE DO SSMH 3 3 LF 6" PVC @ 1.00% re w AlIE: 96.836" as\ " " INSTALLATION DETAILS 9 LF 6" PVC @ 1.00% \ `r0 ¢� IF 61 x"ors LUMINAIRE POLE. SEE ELECTRICAL DRAWINGS FOR POLE, HEAD, /CONNECT PRESSURE PIPE TO 3 SEWER STUB FOR DSR AREA 4 \ \ ' �,y` �` 491 B5 15 AND CONNECTIONS. �10i1"ice / DR//AIN PIPE TYPICAL. 2 LOCATIONS IE: 96.926' \ S U \ / OI 12 LF 8" PVC @0.50% (PRIVATE) \� W.P"a� w 12' w / 34 LF 6" PVC@1.00% > 1 \` F HI TRENCH DRAIN 1 CONNECTIONl1 ELEVATOR SUMP PUMP \ F " ENGINEER LOGO: FATIAN E,ev. Q IE: 96.01fi' // . AND PIPING BY OTHERS \ 9 NP . � H CROSSING NOTES IF 12 p 24 LF 6" PVC @ I.00% mil' �*, SEE C6.00, AND C5.00 FOR MORE CROSSING INFORMATION 48 6.1 1. 7 LF 6' PVC @ 2.fi1% ® `�` \� we BOT)TOP ELEVATIONS FOR PIPES ONLY- DOES NOT INCLUDE c RECORD NOTE 042112025 9 ___ 1_02_76'_ �� F m00 1 ENCASEMENT THESE RECORD DRAWINGS HAVE BEEN PREPARED i TRENCH DRAIN 2 7 \ \ \ \ �\ " BASED ON INFORMATION SUBMITTED, IN PART, BY 2 l I O \ ,CLsW,rr« ENCASEMENT OF PIPE SEE NOTES ON C6.10 ( TRENCH DRAIN 2 CONNECTION IE 97.08 D(AI \ OTHERS. WHILE THIS INFORMATION IS BELIEVED 8 � 96.356" Nr M1 TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE I l l 37 LIE �, pV 31T% R - - - R \ • BOT 6"SEWER 95.95 ■ ■ 0 0 0 0 E✓ °y a vo TOP 12 WATER: 94.45 C@ ` FOR ITS ACCURACY, OR ERROR OR OMISSIONS ��' 3 o p � 4� wxm WE O WHICH MAY HAVE BEEN INCORPORATED INTO THIS TnCOW - senate s Ox NE ec s DOCUMENT AS RESULT. THOSE REEVING ON � ' 6 13275 \ \ \\ _ �C'c"E O BOT B"SEWER 95.25 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN --- '-'------------ \ - sa vama roO 2 TOP B"WATER 94.25 22o"mn s"m sr,ms, IM we E: 95.77 8" "1w" e n 2.ves2+n N asap C,,,, A �.,03 INDEPENDENT VERIFICATION OF ITS ACCURACY IE: 95.158" q TRENCH DRAIN I \ \\ y BOT 8"SEWER 95.20 mli 9LF 8" PVC@100% IE: 97.406 (W) A ^" °4 3 BEFORE APPLYING IT FOR ANY PURPOSE. l 8 \ \ G OTOP B'WATER 94.20 AMERCM 11 SEWER STUB FOR RISER 3� 1 � v ! a ♦ BOT8"SEWER: 95.17 �2LF 8" PVC @0.62°o (PRIVATE) _J IE:95.86 " SEWER STUB FOR RESTROOM L r `�' O TOP 4"WATER 9367 RHALESDUEOCIAHAW OW SEPARATOR INLET s IE: 94.81 6" (W) v �'` .� - _ - __ __ __ A 1v1 W BOT8"SEWER 94.96 IE: 95396" (N) v � & 727 NORM OEPMIIV �6 OW SEPARATOR OUTLET TOP 8"WATER: 93.46 IE: 95.22 6" (S) 5 11 SO ° ® 2727 NORM CFMROL AYFNUE \ EWER 94.99 r ^�° W O STOP 612S WATER: 93.49 RIOFNI%, MQON185004 1 EASEMENT ELEVATOR SUMP PUMP A AND PIPING BY OTHERS \ ° ` \� ' BOT6"SEWER 9506 P: (602) 263-6502 LA TOP WATER 9356 - `�, SITE ADDRESS 6"PVC@10G°�- -- -- -- - - - - -- -- -- - - -- - / / \ \f TOP 4'W TER 93.67 y . 1+00 / WM Wm - - - - - - - - - - - � h \ \r ea s a _ BOT 6"SEWER: 95.06 Z U-HAUL OF SOUTH AUBURN 0*00 F-._ _{ _ + . . - M'M / V \ � O TOP 8'WATER 93.67 d 917 AUBURN WY $ 9 - �- $BCD 2 t - - - - - _ _ _ 1�� +\ °\ p AUBURN, WA 98002 SOON 0­ Id 1E. 95226" - - - �. - U • ' 3LF W PVC @100% - - SHEET CONTENTS: 2 °u" zw 7-- V .- �� IE: 95.198". , : '\ ` H CA IS SEWER AND I \\\\\\ REVISED a ' 25 LF 6"PING @ 1 b0%4PR1VA'TE) '�10." F -- 28 LF EXIST 8" GONG@0.53% 13 SSMH1 T b \ Em w DRY UTILITY II . O1 � REVISED PROJECT REF:_FAC22-0014 PLAN 1 MAINTAIN EXISTING I PIPE END SEWEREASEMENI I Eeu..o - ws THESE PLANS ARE APPROVED FOR CONFORMANCE AND CONNECTION TO =1 - Of EXISTING BUILDING SSMH 2 1 m > g, WITH THE CITY OF AUSURN'S REQUIREMENTS. 4 LFS PVC@0.50%0 m-/ 0 701043 O DEV REVIEW ENGINEER: W DRAWN: SK Q®� DATE' 10/21/2024 o CHECKED: PG I n F 'O Know what's below. AS- B U I LT \l,J Call before you dig. o DATE. 1701043 AID N AS-BUILT DRAWING REDLINE - AHBL 4/21/2025 GENERAL NOTES: N 660-CPS 660-CPS '71 C*,e,,mj Pat, Are, � 4" rt, Anniltid It"Eviefil Plot, AOm) AREA Stilt V�41 FEARS FOR, FOR Cold GRAPHIC SCALE I NE, FEAR 105 ONE Oos, P,Em) KAAREN,, POO,,, ONES %5 Cal 6-V N, RISE P,,,,, W cPv 6:-0: anion RoAsue con,m1m .............. 0 20 40 80 V Pots Do" AIR,% 5-6 WEEK FUN isor op", TAREOR) Seeing Ainsw �(h GAh,,h,J Envi Net, EnEi 10 =40FEET o1E*,O,q LONER A- (EnAkol-ii DAeN, 00 2 TOO Uft �e; �-.fa: NEI 0IF> it. FE IA-E 41 -11 SO TOP fy) U o 601 T.44c 16, giMal U 0 SKt,v1 fo III in "Off-street hounom, r� hi It 'ejeced 0 donsity tooll a A FOR Furl soft, PUN (2) 1, urt I WITEDINA 2 TOO C5 0 Ek4n, Anti 4- RAW 9 An e PAE W�T PIPE Qsm, FAKIR, "I CK,i & TOO z w� PIPE 'tri cA,i ER Wei I 2-1N, Us &FARE, ....... Me.kne CO,,otent OF Somi T" Rut Ri sii- rq III (I both .- SlOOOEnt ser Rhm,, U ELIEVATORPITWIT SUMPPUMP v 4 1­1 r A NUEF ANNE F- mi IF A�or, LLJ SEE MECHANICAL/ELECTRIC WINGS ............ BUR ASSEEIIIII Wall No.M�P" COvi a Team m4r 0 Ao steel bu mi FORK, 5.415 to, to An suff, 11,11 475 Pon Sir IRS Sm But SSMH 3 roea4h) IRA 7 REVISIONS: - ER N Ell \ TRENCHDRAJN2 CONNECTION X L 19.83 Now vent below drive through. OPTIONAL MP-HEAW C E No.GN.T{PSMO TRENCH IN 2 %! Full — — D-Yh IF [ol- IT an"s R2:AASoFv A 4:. REZROAR al. I TRAOR �_ X-0i------ 1 I a 1 Lill -aN rule CAERE) G-al New vent above drive through. _,1 SECTION AA has F,fti Oh,n,i Tr rn FLOW stutcushor 01 Seci Ami 0" RAW ement, am =1uN TArrsomon,m 10OF NEAR Yow 1 IZE� 10N,, Soon OR DoANOt SAO . 130 WI lY Si Rotor input e-O' al SEEMS. ci OR RNEl Ahi am FREE z pnor to nAtItRi or 'En,m. I th out, "e, VETO,, AT sh't,9=:tr An Eozen Uw t Anoit — —— —— — -- 2 IS FORCE OF Wel Pilot PEA FARE otaieu No to In' It" 0 111 INSTALL 6" PVC BALL VALVE aj 4 "o-CPS 0 Owhoul NOR UP III tunas InatelattIq FARE, R An "Wet,% QEK,NRu & mAti D�t" on VAINARFAR K R" CRERAFUI Ale of Rxectimming meelk, And OE,Eal " PRE-Cfal SuA,NE,F,9!E,,, � on No &eRRtA,,,u IN VALVE BOX WITH COVER EiCOALESCING - 105x .4 E ATOR PIT WITH SUMP PUMP 660-CPS 660-CPS 660-CPS 660-CPS 5 MECHANICAL.IELECT RICAL DRAWINGSF,e = Okkmdb Precasts' OIL I WATER SEPARATOR Oldcmdb Pr OIL I WATER SEPARATOR 0 0 o�m=� l�6 2018 COALESCING - 105 GPM M�3n.W�OW,�9M�s INUO� 2018 COALESCING - 105 GPM OFF 1+00 — — — — — — — — — — — — — T, TELL al OU-� Fax:hal an N." ad"sti"�st.com/wilso,i,I lie Tel (SORM-31114 Set (�)OR�7 oldmstlep��lmEINft I 0+00 W w - 6.1 . . . . . . . . SSMH 2 ONV SEPARATOR PROPERTY CORNER OIL WATER SEPARATOR N 112079.79 Ol­ 11 NOT TO SCALE SSMH 1 - ------ --- - mow C5.0 SSMH " SSM PRI E) PROFESSIONAL SEAL----------------------------- ------------------------------ STAO 3+48, 4 -------------- 0.00' RT RIM 100.80A IE IN: 95.81 (WE) NOTES: IE OUT: 95.71 (87S) --------- 1. Existing pipe shall be scionforl at all u�. 105 STA: 1+52. 0.00 S 1+94. 0.00, 105 2. No wei of Me precast unit shall bear on Me exisfing plus. RIM: 103.35 RI : 99.57 A L A 3. Concrete for cant-untroists base shall be Class All PROPOSED CRIED - encase EF I IE 1 : 94.9,E (III ED SE ER i FEE Douretlto the proccuSt Unit. galY SSMH #667, EX113TING SSMH 487 EXISTING GR( UND ATPROPOS 4. Cast-r-place base Shall A N: 112080.35 CENTER OF (B-I 100 —— —— ——— — —— —— —-- —— —— —— —— 100 6. AMitlmal Manhole sessions shall not be installed FREE conconsts base has Set for 12 hours. 7. The onalfrat main shall be left in phica,and Me top portion of Fire main strall be reeved The bptbm poMan shell be Yea in as Me channel ante new 1, IF W 0 0.50% (PRIVATE) --------- mandell ENGINEER LOGO: Il V A. Grout all openings to enure water Ught structure. 95 j9A 1 17 PYI%T SO CONIC I 0E53% 13" S �NSVERBT95+25 95 EXISTING PIPE - - - - - - -- - - - - - - - - - - - - - ■ EMIR TING GROUND M =PROPOSED GF P. %A All Tnup, TOP VIEW • -A. qpWpp RUYE ITIVATERMAIN AT PROPOSE SEWER iWER 6�� 81 WATER TOP E .20 PREG1ST UNIT 90 NO PIPE ORION!!, — 90 PIPE 0 D -REMOVE TOP HALF OF PIPE WITHIN SSMH ONLY Do 6 , I so r, on cO OF, OF, OF, W E, rn OF 0; 0; 6 co "T 0 "T 0 ce CE; co ,T 6 CONSTRUCT INFIELD CHRINNfIEL AND 0 0 0 00 00 00 m as �2 6 on M on M on M ED OR 01600 0 Er- m 0 an 0 0 SHELF TO CROWN OF PIPE.CIEVENNEL 0 0 0 U. 0 0 0 00 O. 0 AND SHELF$HALL BE CUNERS 3000. TADEAAA - SEATTLE - SPOKANE -TRUCITTRE CONSTRUCT CHANNEL PER (ALL SIDES) COA STD DETAIL S-08 1 2215 NI�Nhtl touluNo Tai WAM403 I, z 2M IF 2422 TEL oe te 072 EM EwA@RI Tim H 0 SPIFUNCRUNE 0 0+00 0+50 1+00 1+50 2-H00 2+50 3+00 3+49.95 FPIPRE SEWER PROFILE CASTRJR AMERCM VA HORIZONTAL 1" 20' VERTICAL V 5' RUFAILE WITH RIUALESDUECOINUANY DARINATERCEPIPE 48'SSMH z OONSROON DEPAREll so NORM Ill CRITIK AVENUE 4H SECTION AA NATIEVE MATERIALPIMIX, ARM 81 P: (602) 263-6502 4W SSMH TOES" Al' WALL CORE FOR PIPE SSMH #1 DETAIL CONNECTION (TYPE) 2 NOT TO SCALE SITE ADDRESS: N: 112075.09 S* MIN >z' U-HAUL OF SOUTH AUBURN E: 1295987.77 _T 90.00, < 917 AUBURN VVY S CL 0.62' AUBURN, WA 98002 10.5" 81 IN (EXISTING) � (EXISTING) 0 Big 011 1 34.6" 112098.67 1 IEET CONTENTS: L REVISED 11.1 SEWER FOR EXISTING PIPE E: 1296021.92 RECORD NOTE 0412112025 REVISED UJI PROFILE CONNECTIONS SEE WALL CORE FOR PIPE THESE RECORD DRAWINGS HAVE BEEN PREPARED PROJECT REF:-FAC22-0014 DETAIL CONNECTION (TYPE) BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED THESE PLANS ARE APPROVED FOR CONFORMANCE OJS TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE WITH THE CITY OF AUBURN'S REQUIREMENTS. 9; FOR ITS ACCURACY, OR ERROR OR OMISSIONS 0 701043 0 WHICH MAY HAVE BEEN INCORPORATED INTO THIS 0 DOCUMENT AS A RESULT. THOSE RELYING ON DEV REFIT UJI DRAWN: SK 0 REVIEW ENGINEER THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN QsQ INDEPENDENT VERIFICATION OF ITS ACCURACY DATE' 10/21/2024 BEFORE APPLYING IT FOR ANY PURPOSE. 0 CHECKED:,,,;P7G Kn SSMH #1 PLAN (PUBLIC) SSMH #2 P N (PUBLIC) A BUILT 05 ,01 701043 AID AS-BUILT DRAWING REDLINE - ARBIL 4/21/2025 N GENERAL NOTES: GRAPHIC SCALE 0 15 30 60 11 - 30 FEET Am UI WATER NOTES: x e AFTER APPROPRIATE FEE PAYMENT RECEIVED AND VERIFYING THAT DOMESTIC SERVICE LINE ON TIRE � NNI _ AND REDUCED PRESSURE BACKFLOW ASSEMBLY(RPBA) HAS BEEN INSTALLED (NOT BY CITY), LEGEND: 1 ' MAI THE CITY WILL REMOVE THE SPACER AND INSTALL THE DOMESTIC METER INSIDE THE DOMESTIC FOUND w E cw IF . s x^I _ !� METER BOX. THE PASSING TEST REPORT FOR THE RPBA MUST BE RECEIVED BY THE CITY EXISTING PROPOSED DO IDS P 0 �w s0 WITHIN 72 HOURS OF THE INSTALLATION OF THE METER. WATER __ FIT gam' d! s PIPING -� - d (L / III FIRE SERVICE 0 gq IFORM AS RIM AFRO AFTER APPROPRIATE FEE PAYMENT RECEIVED AND VERIFYING THAT IRRIGATION SERVICE LINE PIPING F M AND DOUBLE CHECKVALVE ASSEMBLY (DCVA)HAS BEEN INSTALLED (NOT BY CITY), THE CITY IRRIGATIONTRADER - UMI _ p„ � ° °. °JL-_S tm/x_.� x_ WILL REMOVE THE SPACER AND INSTALL THE IRRIGATION METER INSIDE THE IRRIGATION METER PIPING U Q x - a:j° AR.,- 'i o: BOX. THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED BY THE CITY WITHIN 72 xFS rta`" - ANe RD. WATER 0 Y N r, - _ ,,,�j t �gdrt �°'o i a rporo- HOURS OF THE INSTALLATION OF THE METER. e Ds« 9 S` 1 rmti�`1 to �j Fa`> t0M1- MTER/FH/FD 8 PER AUBURN _ 1-'� K � � rtxN> - U�'`>�:W Iw,y__. _ _ 1, IF q� CNALVFJPIV ® DETAILS N O OF TYPE 1 AMOUSIF 8 ONC NI \� . �, -raw ��-N-PFNNRi 1� '� 7 \ 1 FITTINGS 'T r5 PED DETAILS ES C� HE 8 ERE SE.922Af \ v J IF x FRO 92. e F ��` p - \ j EI \4°+ THRUST PER AUBURN STD LJJ La TREE 1 T KsALI sw BLOCKING DET W.01 QMIIIIII R SO RATIF »aw E wMAD w e IF 8 \ 7 w6� \ "" �� �rnwMaxoM 2 ou ANA ss\ a �_ A Dome RI, \�1- / - Obi --�\\ - w9P �V1{ � REVISIONS: FIN, RAPID: 1FrpA "I IF AUDI OE.Ni iv f= vv v � I ' _ _ � mNsw g DAL » t l CONNECT NEW I2" MAIN FOUND I- o E xMa TO EX 16' WATERMAIN. Q �Gjs1 -TAPPING SLEEVE 1 AND VALVE ASSEMBLY KEYNOTES 1-12" GATE VALVE (FLxMJ) THRUST BLOCK UNA,, 1 WATER SERVICE TRENCH AND BACKFILL PER COA STD DET T-01.1 I ID I - - V/ / -0 ow9 N112374.50 (D Z EBLFPHDN PER I 1 12' x 6"TEE(MJ x 3 E 1296105.51 :1 1-6" GATE VALVE FLxM F 6" \ -2' FIRE SERVICE. TRENCH AND BACKFILL PER COA STD DET T-01.1 qm 3Lc nB an0ennalX I ( \ \ ?O N�'y b v� ti N« s a° OO VERIFY PIPE SIZE WITH FIRE SPRINKLER DESIGN C { ) THRUSTBLOHE g E HYDRANT ABBE V O ,p, '� Al F HOPE O FIRE HYDRANT LEAD. TRENCH AND BACKFILL PER COA STD DET 7, N 3.96 DE ER SERVICE 3 T-01.1 a 96094.04 1- » - N VA " 2^ DOMESTIC �4 FIRE SERVICE FDC 10 m y WATER METER Q SD PER COA STD DTL IF a'wax Nw-°o' W- 14 >xe - I O / 1 F 12" DI OS FIRE SERVICE PIV SD - / MOO X g WATERMAIN IN AUBURNWRY36GTH1 O FIRE HYDRANT PER COA DETAIL W-07.1 IRON wATERMAtN AND KNOWNiO-81= `\ OUT OF ROUND. CONTRACTOR SHALL BE INSTALL FIRE LINE DCVA INSIDE BUILDING PER COA STD DETL W-25. DOE PREPARED FOR THIS CONDITION IN THE FIELD IN - ° O SEE FIRE SPRINKLER DESIGN FOR CONTINUATION ANORDER TO MINIMIZE TIME IN ROADWAY. e 1-12 . 'BEN D _u O8 REPAIR PAVEMENTS PER COA STD DET T-02.1 / l �� SO _ PADIMRTUu° Nm S 2 DIEMENT TO BE MODIFIED // 9/ARE D AD, n n a in m FIE m / \ INSTALL RPBA WITH HOTBOX ON DOMESTIC SERVICE PER COA STD DIMAw DET W-22 PROFESSIONAL SEAL: / 1 12^ DI45° BEND THRUST BLOC N 112312.27 E 1296042,03 \` � EXISTING P WATER METER f9 BE-REPEAoEB L �oe x q5 / MECHANICAL FOR CONTINUATION I p \ \ ,�, ` SEELRRIGATION PLANS CROSSING LEGENDFHONF 6_ z l 9 IN RIM SEE C6.00, AND C5.00 FOR MORE CROSSING INFORMATION l \ 24Uai U6. BOT)TOP ELEVATIONS FOR PIPES ONLY- DOES NOT INCLUDE i6tl6 L°'' do #\_ tea` \ \ IF 61 N s'U ENCASEMENTIF fSS�1s+eN4o x?4' aj IRRIGATION SERVICE DCVA ENCASEMENT OF PIPE SEE NOTES ON C6.10 1oNA4 ' NI v / 152LF 12" DI - - - \ / l D. ,A A - PER COA STD W 24 ql Y UMI BOT 12 WATER: 95.25 IDEAAZ \D; - Aw 0 TOP 8^STORM 94.46 BOT 6"SEWER: 95.97 2 - 12"GATE VALVE (MJx FL) I Y \ `Fe O TOP 12 WATER;94.45 ENGINEER LOGO: / 1 -8" GATE VALVE (MJ x FL) I \ \ n� L'i, \ 'p°" -"` M BOT 12"WATER: 96.00 / 1 12x8"TEE (FL x FL) IO f o- _,d° as s / 52 THRUSTBLOCK ® ® A. - A �� TOPE"SEWER: 95.24 / u -.p � o TOTB"SEWER 9567 VERIFY TEE SIZE II \ \ " - s m O TOP B"WATER: 9167 AND FIRE SERVICE SIZE y _____-- ------ \ 1'\ / °*°' 1 - WITHFIRESPRINKLERDESIGN NI 49LF 8' DIO \ x \ \• �\ O TOT B" SEWER 95.21 - _ I I -_ ,y, \ Mee. ra. CONNECT NEW 12" MAIN TOP 8"WATER: 9367 N112159.92 29603854 11 N !` - ` TO EX 16"WATERMAIN. E 1296038:54" 4 I II I R - - R - - - R 5' \ 1 TAPPING SLEEVE 6 BOT B" SEWER 9517 O o ® sr AN' AND VALVE ASSEMBLY TOP B"WATER: 9367 2 30LF8" DI o 0 0 0 0 o aD�'^� °% -""° 1 - 8" DI 900 BEND I I " � :c - ° °' ' IAI 1 12' GATE VALVE FLzMJ :t BOT 8" SEWER 94.98 acoNo � swnI svoxnxe mwrt s THRUST'BLOCK O2 10LF 8" DI -t- IT VERTICAL THRUST BLOCK BEND (MJ) \ \ _ 1HRUST BLOCK O TOP 6"WATER: 93.46 \ Foxy xo msmm�amse,n su NDDr vu xiwM. a N 112118.2fi N 112160.66 I 12 l R 0'9 BOT POW/TELECOM: 98.09 m°eUmn TES nsys ...N�e mm:en 1 E 1296008.56 5 N 112130.72 DRIVER,NA _ �� 4 'ae°�`e'T 4q E 1296339.81 O TOP 8^WATER 96.50 E 12 037.85 AMERCM RECORD NOTE 04121/2025 1 - 8" DI 900BEND \ ` GF O BOT B" STORM 94.23 _ _____I- 7 - 1 - 12^ VERTICAL BEND (MI 4 \ t �% TOP 1.5^WATER: 94.07 THRUST BLOCK \ THESE RECORD DRAWINGS HAVE BEEN PREPARED I THRUST BLOCK ` \ i `s 1 FMALESDUEOCAUPM - Lu f N 112150.66 6008.3 q \ BASED ON INFORMATION SUBMITTED, IN PART, BYN 112114.08 ' \ \� # 10 BOT 3" POW 9608 W E 1296008.31 - -- - \ OTHERS. WHILE THIS INFORMATION IS BELIEVED 5 / 3 E 1296037.47 1 - 12^ x 8"TEE(MJ z FL) N � � TOP 12 WATER. 95.10 727 NORM C OEPMIIIBM TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE 1-8" GATE VALVE (FLKMJ) SO \®� \ BOT 6"SEWER. 95.06 2727 NORM CFMROL AYFNUE FOR ITS ACCURACY, OR ERROR OR OMISSIONS -. W O2 SOLF 4" 1 - 12 x 6^TEE(MJ x FL) THRUST BLOCK \ \ 11 PI ARM 85004 WHICH MAY HAVE BEEN INCORPORATED INTO THIS r ' W > J 1-6" GATE VALVE (FLxMJ) FIRE HYDRANT ASSEMBLY \ ,q q¢s_ TOP 8"WATER: 9367 DOCUMENT AS A RESULT. THOSE REEVING ON IIx \ s - 56 F 12" DI ' THRUST BLOCK N 112090.76 "- \ C '. N 12 BOT 6"SEWER 95.74 P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN - W J -_ _ ` - - I' - - ---'-� -, FIRE HYDRANT ASSEMBLY E 1296310.97 / 8 '°*\ TOP 4"WATER: 93.67 F F l INDEPENDENT VERIFICATION OF ITS ACCURACY �' h --A ° - I N 1 E HYDR 17LF 96 OI �J/ 'R �' BEFORE APPLYING IT FOR ANY PURPOSE. _ _ E 1296037.33 �\ OL D k M 13 BOP 12 WATER 94.00 SITE ADDRESS: / ' A F12 -�� _ -- 7 - -_ - - F6^ D \ "E, s °s ° Z U-HAUL OF SOUTH AUBURN \ \ \ Q. 917 AUBURN WYS _ _ - _ - - T AUBURN, WA 98O02 - < ssNN xxx,12- LANE A CM_ss LOTH PLACE SE ILouL xLmsKnw 1 12" D190"BEND 7.sO J 382LF 12" OI b\ 1 9C"'ky OU SHEET CONTENTS: _� T AHBL THRUSTBLOCK 1 - 12" DI45° BEND -REBAR AND CAP FOUNDATION TO 1 c\ W CENTER - �. ,f - L N 11208631 - N:112083 s950 BUILDING ADDED u°Dm �� _ -�� _ ANI _ THRUST BLOCK WITH PILES. ti - a\ 4 WATER r� E RAILROAD SPIKE E 129603611 N 11207901 1296347 10199 �,y\ M 1120ILID87O am ` SR'? W E:1396001536U E129629865 LOCATED b \ PLAN 1 II BL in Do E!",100oe OUTSIDE CITY PROJECT REF:_FAC22-0014 I. 4- IL AND WABXER rIxIRI m,ve q J IL AN .3650 1, �,1j EASEMENT ron��ta,� \ 295884. ' - THESE PLANS ARE APPROVED FOR CONFORMANCE V:99.66 1 "R• d9 / ;; \ WITH THE CITY OF AUSURN'S REQUIREMENTS. O 701043 O el m / s DEV REVIEW ENGINEER: w zIFFIRR -- DRAWN: SK IJ _ DATE: - ,szs norar a O CHECK CV ,O DATE. 0 Know what's below. AS- BUILT ED: PG Call before you dig. o 701043 AID N AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: > KEYNOTES ENCASE SEWER AND WATER PIPES PER NOTES ON C6.10 00 SO ENCASE STORM PIPE WITH 6" MINIMUM THICKNESS COE FOR 10'ON q;T BOTH SIDESOFTHE CROSSING cH L ENCASE STORM PIPES PER NOTES ON C6A0 cy) IT Q IT 1-- r-4 U 0 iIIIIIIN \-E,I z A 3 j 105 105 LL1 lNrl rpni STA: 3�0.00� IIIIIIIt LIN ATWkTERMAJN CONNECT TO EXISTING 16"WATERMAN PRePDS 0 L AT-W IL 100 z 100 REVISIONS: 4 3.50' MINIMUM -------- EOVERU­YPICAL N 95 95 ------------ 3TA: 5+M.04� R - - - - - R __4595END STA 6+00.00i I HIRUST BLOCK FH TEE POWER CROSSINK STA: 6+31.51 -J ExisrINGGROUN ED G E LTIF ATWATERMAIN AT ERMAIII NKUbibLUUK LE, 0 90 1 1 m 0 M 0 nI IM — m 't m n ,2 C5 m q q 0 6 0 c 0 C 0 E) :0 2 6 0 6 0 6 00 I � 0 - -- ---- GRAPHIC SCALE Gj z GRAPHIC 0 20 40 80 4+00 4+50 5+00 5+50 6+00 6+44.94 :1 2 WATER PROFILE 2 B 5' 1" 40 FEET HORIZONTAL 1" 20' VERTICAL 1 - -- -- -- -- -- - - -- -- -- -- WATER PROFILE 1 WATER PROFILE 2 FOUNDATION TO To BUILDING ADDED WITH PILES. LOCATED OUTSIDE CITY EASEMENT PROFESSIONAL SEAL: OP 07 VA EK46 IONA 12"WATER BOT 96.00 ENGINEER LOGO: 6" SEWER TOP 95.52 105 105 STA 2+64,41m EtTA 2+ql U nmi%]pr_._T_T_nFYIRTINr. 1A- JATPPMAIN =XISTING GROUN FDC PIPE CROSSING ERTICAL BEND ATWATERMAIN PROPOSEDGRADE HRUSTBLOCK + A7ERMM. -T- too VWL IN �INW�N,qllw - - -- -- -- - -- - - O -A3.50'MIN11I UM 100 CO STA- 2+47.4 17.96 COVER TY ICAL 8" SEWER BOT 95.95 R_B0Tv5vr_ /-g. IAIATCO Nor P-4540.— PIV TEI THRUST BLOCiR:FGP94+Oe T�W - SEIN71JE SPOWM M�TTES 0* 1 2�15N�3M� 5 ,bW TICN,,,, WAM403 DEFILE T PIPE 95 2M NEI 2422 TEL M MM72 EM Ew"hbl Tom H DEFILE 95 DEFILE k�icmT� icoyll Al I v OEM RECORD NOTE 0412112025 IT WATER BO 95.24 -qTA 0+91 nn STA: 2 57.50 go MANUFACTURERS THESE RECORD DRAWINGS HAVE BEEN PREPARED STA 0+20.58 9'STORM TO F 94.55 45- BEND PIV PIPE CRO� SING STA: 2+94.77 AG* R NO RECO MENDATIONS BASED ON INFORMATION SUBMITTED, IN PART, BY AMERCE FIRE HYDRANT TEE THRUSTBLOCK VE TICAL BEND STA 2+98.61 THRU3TSLOCK OTHERS. WHILE THIS INFORMATION IS BELIEVED FMALESDUEOCAUPM IHKUWbLUUK 6.42 TRI ZUST-EMCK FIRE HYDRANTTF E TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE 90 __ffT� 90 FOR ITS ACCURACY, OR ERROR OR OMISSIONS 0ONSFRXION DEPAffFMDff THRU GIL K- In M * W o' 6 WHICH MAY HAVE BEEN INCORPORATED INTO THIS 2727 NORM CRIIML AVFNUE 6 c6 6 oi 6 cro 6 c6 6 6 rZ c; g DOCUMENT AS A RESULT. THOSE RELYING ON RMIX, ARM 850)4 9 9 9THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN 0 02 010 00 0 00 00 00 00 00 00 00 00 00 00 00 INDEPENDENT VERIFICATION OF ITS ACCURACY W � W � W W W W 1 W W W W W W BEFORE APPLYING IT FOR ANY PURPOSE. P: (602) 263-6502 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SITE ADDRESS: >z' U-HAUL OFSOUTH AUBURN WATER PROFILE I a. 917 AUBURN WY S AUBURN, WA 98002 HORIZONTALVERTICALI" = 5' O 0 SHEET CONTENTS: < WATER �5 PROJECT REF:-FAC22-0014 PROFILE THESE PLANS ARE APPROVED FOR CONFORMANCE Of WITH THE CITY OF AUBURN'S REQUIREMENTS. 0 701043 Q) O DEV REVIEW ENGINEER-- Of DRAWN: SK DATE, 0 CHECKED] PG C6,01 N Know what's below. AS- BUILTC) DATE:109/14023 Cal I before you dig. I 701043 1 D AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: WATER NOTES : SANITARY SEWER NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF AUBURN 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST WATER DISTRICT OF KING COUNTY, "CONDITIONS AND STANDARDS FOR CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR 4"GALV.THRD 30°ELBOW CONSTRUCTINGEXTENSIONTI THE WATERSYSTEM", THE LATEST REVISIONS OF ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). GALV.THRO TEE CONSTRUCTION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,AND MUNICIPAL AUTO SR STORZ CONNECTION. SET@ CONSTRUCTION BY WASHINGTON STATE D.O.T. AND WASHINGTON STATE CHAPTER 2, ALL APPROVALS AND PERMITS REQUIRED BY THE AUTHORITY HAVING JURISDICTION MOVE OUTLET TO BE PROTECTED TE TE A.P.W.A. SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ABOVE GRADE. OUTLET TO BE PROTECTED GAIN.SCH.OB PIPE WITH A LOCKING STORZ CAP. 2. THE LHEALHAUTH SHALL ITIES.COMPLY WITH ALL THE REQUIREMENTS OF STATE AND FLANGExTHREAD NNDXCOMPANY 30°ELBOW WITH LOCKING 00 LOCAL HEALTH AUTHORITIES. 3. J PRE-CONSTRUCTION CONSTRUCTION MEETING SHALL BE HELD WITH THE AUTHORITY HAVING CP➢'. PART%5012 JURISDICTION CONSTRUCTION INSPECTOR PRIOR TO THE START OF CONSTRUCTION. LINE OF GRADE � 3. THE ROAD AND STRUCTURE LOCATIONS SHOWN ARE APPROXIMATE AND INTENDED "-'` - -' " " - O TO SHOW THE RELATIVE LOCATION OF THE PROPOSED WATER SYSTEM ONLY. 4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND GALV. RISER FITTINGS M M PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL AND GROOVED COUPLING A SEE BELOW M UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND ALL WRAPPED WITH RAP. 1 4. ALL OCATIONS OF EXISTING UTILITIES TO APPROXIMATE EX AND LOCATION BE THE UNDERGROUND WRAP. 1-- RESPONSIBILITY N OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION TO AVOID LOCATE LINE AT I-800<24-5555AMINIMUM OF 48 HOURS PRIOR TO ANV EXCAVATION. F G DUCT ON EO80°ELBOW V 0 ILE IR 4,-0• R III DAMAGE OR DISTURBANCE. 5. GRAVITY SEWER MAIN SHALL BE PVC, ASTM D 3034 SDR 35 OR ASTM F 789 WITH 9E 5. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE CEMENT LINED.ALL FITTING SHALL JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477 UNI-FLANGE GRADE N O BE MECHANICAL JOINTS UNLESS OTHERWISE NOTED. Z 6. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C 478. MANHOLES THRUST BLOCK PER CRY OF � SHALL BE TYPE 148• WATER PROOF MANHOLE OR LARGER UNLESS OTHERWISEL AUBURN STD. DETL.W-01 l- ALL POINTS. 8. THE MINIMUM COVER FOR WATER MAINS SHALL BE 3'AND SHALL BE MAINTAINED AT SPECIFIED ON THE PLANS. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO J V ASTM C 443 AND SHALL BE GROUTED FROM THE INSIDE OF THE MANHOLE. L J 7. INSTALLATION OF WATER MAINS AND SERVICE LINES SHALL INCLUDE LOCATOR WIRE 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED BURIED ALONG THE ENTIRE LENGTH OF THE PIPE. LOCATOR WIRE TO BE 14 GAUGE. JOINTS. SIDE SEWER CONNECTIONS SHALL BE MADE BY A WVE BRANCH FROM A NEW LOCATORWIRE TO LV .ARUNTOES ABOVEGROUND AT EACH METER, BLOWOFF, AND MAIN. DIRECT BUR VALVE.ALL SPLICES IN THE LOCATOR WIRE SHALL BE MADE USING A 3M GALV.SCH.40 PIPE LINE OF GRADE DIRECT BURY SPLICE KIT, MODEL S. T THE KIT SHALL BE INSTALLED PER B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE REVISIONS: MANUFACTURER'S SPECIFICATIONS. THE WIRES SHALL BE TIED IN A KNOT fi" TO 8" APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. - FROM THE SPLICE. GALV. RISER FITTINGS AND GROOVED COUPLING 8. ALL FIRE HYDRANT SHALL INCLUDE AN APPROVED 5" STORZ ADAPTER ON THE 9. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE ALL WRAPPED WITH 10MIL. PUMPER PORT. PROJECT ENGINEER AND THE AUTHORITY HAVING JURISDICTION. UNDERGROUND WRAP 4"M"MECHANICAL TEE w/ rxur BusnlNc TO 10. ALL LINES SHALL BE CLEANED AND PRESSURE TESTED IN CONFORMANCE WITH 112'BALL DRIP C-509. GATE VALVES SHALL BE RESILIENT-SEATED GATE VALVES CONFORMINGRA TORAWW WSDOT STANDARD SPECIFICATION 7-17.3 2 . A VACUUM TEST OF ALL MANHOLES IS PRIOR ALL EXISTING VALVES SHALL BE PRESSURE TESTED BY THE CONTRACTOR ( ) GROOVED 90"ELBOW PRIOR TO CONNECTION. ALSO REQUIRED. 10. ALL CUTTING, TAPPING, REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE SHALL 11. PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND BE IN CONFORMANCE WITH THE CURRENT POLICIES AND PROCEDURES OF THE KING APPROVED BY THE AUTHORITY HAVING JURISDICTION CONSTRUCTION INSPECTOR. 3x3'xS DRAIN SUMP COUNTY HEALTH DEPARTMENT,THE PUGET SOUND AIR POLLUTION CONTROL APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY W11-1Q'RCCK AGENCY AND OTHER PUBLIC OFFICES WITH JURISDICTION IN THIS MATTER.AT THIS DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND A-1 TIME THE POLICY IS THAT: INSPECTIONS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE A. A PIPE SHALL BE"SNAPPED OFF RATHER THAN BEING CUT WITH ABRASIVE SAW. AUTHORITY HAVING JURISDICTION FOR THE REQUIRED INSPECTIONS. Z B. ABANDONED PIPE SHALL BE BE LEFT IN THE TRENCH OR DISPOSED OF IN AN 12. ALL LINES SHALL BE HIGH VELOCITY CLEANED AND PRESSURE TESTED PRIOR TO FIRE DEPARTMENT CONNECTION (FDC) APPROVED METHOD. O PAVING. HYDRANT FLUSHING OF LINES IS NOT AN ACCEPTABLE CLEANING METHOD. 4� � 11. ABANDONED WATER MAINS SHALL BE LEFT IN THE THE GROUND UNLESS THEY MUST TESTING OF THE SANITARY SEWER MAIN SHALL INCLUDE TELEVISION INSPECTION OF 1 NOT TO SCALE F BE REMOVED BECAUSE OF CONFLICT. THE ENDS SHALL BE PLUGGED WITH THE MAIN BY THE CONTRACTOR. IMMEDIATELY PRIOR TO TELEVISION INSPECTION, CONCRETE. ENOUGH WATER SHALL BE RUN DOWN THE LINE SO IT COMES OUT THE LOWER MANHOLE. A COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE ENGINEER m ACCEPTANCE OF THE LINE WILL BE MADE AFTER THE TAPE HAS BEEN REVIEWED AND 12. ABANDONED VALVES SHALL HAVE THE OPERATOR NUT CUT OFF AND THE VALVE BOX REMOVED. APPROVED BY THE ENGINEER. 4 13. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL THE NECESSARY POWER/FIRE 13. ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET SYSTEM MONITORING WIRING. FORTH BY OSHA, WISHA AND WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. 14. CONTRACTOR SHALL PROVIDE GRAVITY DRAIN OR SUMP PUMP AND FORCEMAIN 14. THE AUTHORITY HAVING JURISDICTION CONSTRUCTION INSPECTOR SHALL BE N DRAIN TO ALL VAULTS. COORDINATE POWER FOR SUMP PUMP AS REQUIRED. NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. THE INSPECTOR SHALL BE PRESENT AT THE TIME OF THE TAP. g w M y LOT In m FIRE SPRINKLER SYSTEMS NOTES 15. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER PROFESSIONAL SEAL: SPRINKLER SYSTEMS SHALL MEET CITY OF AUBURN STANDARD 7.06.02 AND THE TAPE INSTALLED 12"TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE FOLLOWING REQUIREMENTS: MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN �ST0 o 1. PROPOSED FIRE LINE TO BE SIZED BY A FIRE PROTECTION ENGINEER. e ADDITION, CURVILINEAR SEWERS SHALL BE INSTALLED WITH 14 GAUGE DIRECT BURY, �Q" e1 q A$ U.S.E. GREEN COATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES UP, BARED AND WRAPPED THREE TIMES AROUND THE MANHOLE RING. TAPE SHALL BE o 0 TERRA TAPE "D" OR APPROVED EQUAL, THE TAPE AND WIRE SHALL BE FURNISHED BY F 3. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SUPPLY LINE THE CONTRACTOR. SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A WASHINGTON 16. A 3 FOOT SQUARE X 4INCH THICK CONCRETE PAD SHALL BE INSTALLED AROUND ALL 4ePK14 66„ STATE CERTIFIED LEVEL UT CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A 3 FOOT SQUARETS THAT ARE NOT HICKN A C PAVEMENT AREA. `SS 1DNA4 4. A POST INDICATOR VALVE SHALL BE INSTALLED ON THE FIRE SPRINKLER SUPPLY LINE TO ISOLATE THE SYSTEM FROM THE CITV'S WATER SYSTEM WHEN REQUIRED FOR 17. CONTRACTORS SHALL BE RESPONSIBLE FOR CLEANUP OF ANY DEBRIS IN NEW OR AI\N REPAIR. EXISTING MANHOLES AND MAINS gA ED WITH THE PROJECT AFTER THE NEW LINES ARE CLEANED AS OUTLINED ABOVE. S. BLOCKING, PIPING,AND BLOODING DETAILS SHALL BE PROVIDED WITHIN THE 18. WATER MAIN AND SEWER MAIN CROSSINGS SHALL MEET DEPARTMENT OF ECOLOGY ENGINEER LOGO: SUBMITTAL. REQUIREMENTS FOR HORIZONTAL AND VERTICAL SEPARATION: 6. APPROVAL OF THE CIVIL PLANS DOES NOT APPROVE THE INSTALLATION OF THE A. SEWER LINES CROSSING WATER LINES SHALL BE LAID BELOW THE WATER LINES SPRINKLER SYSTEM SUPPLY PIPING. 1/= TO PROVIDE A SEPARATION TER LINES 18" BE LAID THE INVERT OF THE WATER PIPE AND THE CROWN OF THE SEWER PIPE, WHENEVER POSSIBLE. CROSS CONNECTION CONTROL NOTES B. WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION AS DESCRIBED, - _ GRAVITY SEWERS PASSING OVER OR UNDER WATER LINES SHALL BE CROSS CONNECTION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS: CONSTRUCTED OF DUCTILE IRON PIPE (AW WA C151 AND C104). FOR ONE SEGMENT OF THE MAXIMUM STANDARD LENGTH OF PIPE ( NOT LESS THAN 18' 1. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED IN A MANNER THAT LONG), SHALL BE USED WITH THE PIPES CENTERED TO MAXIMUM JOINT WILL ALLOW PROPER OPERATION,AND IN-LINE TESTING AND MAINTENANCE. SEPARATION. THE LENGTH OF THE SEWER PIPE SHALL BE CENTERED AT THE TAwNo swrrle sPoxnxe mwmes 2. A BACKFLOW ASSEMBLY PERMIT IS REQUIRED FOR ALL ASSEMBLIES INSTALLED POINT OF CROSSING $0 THAT THE JOINTS WILL BE EQUI-DISTANT AND AS FAR AS P15I NITS ,snreaoo,Te[nre.WA9&00 ITV AUBURN, AND/OR THE CITY'S WATER DISTRIBUTION SYSTEM. POSSIBLE FROM THE WATER LINE. THE SEWER PIPE SHALL BE THE LONGEST 3. BACKFLOW A M IES MUST BE ON THE CURRENT WASHINGTON STATE STANDARD LENGTH AVAILABLE FROM THE MANUFACTURER. IF THE WATER LINE IS /� DEPARTMENT TH- BACKFLOWASSEMBLIESAPPROVEDFORINSTALLATION UNDER THE GRAVITY SEWER, PROVIDE A VERTICAL SEPARATION OF AT LEAST 18" MERCY RECORD NOTE 042012f125 BETWEEN THE INVERT OF THE SEWER AND THE CROWN OF THE WATER LINE. F\ THESE RECORD DRAWINGS HAVE BEEI 'PR A EMBLIES MUST BE TESTED BV A STATE CERTIFIED BACKFLOW C. WHEN THE WATER LINE PASSES UNDER GRAVITY SEWER, PROVIDE ADEQUATE REALRSDUE00AUPM BASED ON INFORMATION SUBMITTED, IMP LVT TER,AND INSPECTED AND APPROVED BVACITY OF AUBURN CROSS STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OTHERS. WHILE THIS INFORMATION IS BEL CTION ONTROL SPECIALIST. OF JOINTS AND SETTLING ON AND BREAKING OF THE WATER LINES. CONSRUCBON DEPMIIIENr TO BE RELIABLE, AHBL, INC. IS NOT REgPOWFl@C'�RECEIVI G APPROPRIATE FEE PAYMENTS AND VERIFYING THAT REDUCED 2727 NORM CRIR/L AVENUE FOR ITS ACCURACY, OR ERROR OR OMISSIBRaSSURE BA KFLOW ASSEMBLY(RPBA) HAS BEEN INSTALLED (NOT BV CITY), THE RMI%, ARM 85OD4 WHICH MAV HAVE BEEN INCORPORATED INd(TTNY$LIN ALL THE DOMESTIC METER INSIDE THE DOMESTIC METER BOX. THE ENCASEMENT NOTE DOCUMENT AS A RESULT. THOSE RELVIN(J9pgSING TE REPORT FOR THE RPBA MUST BE RECEIVED BV THE CITY WITHIN 72 P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TOiQ�RB10F E INSTALLATION OF THE DOMESTIC METER. ALL PIPE CROSSINGS LESS THAN 18" OF VERTICAL SEPARATION SHALL HAVE INDEPENDENT VERIFICATION OF ITS AOCURR.SNN RE ING APPROPRIATE FEE PAYMENTS AND VERIFYING THAT DOUBLE CHECK WATERLINE ENCASED IN DI SLEEVE PER COA STD DIET W-28 AND SEWER LINE BEFORE APPLYING IT FOR ANY PURPOSE. VAULT A MBLY(DCVA) HAS BEEN INSTALLED (NOT BY THE CITY WILL INSTALL THE ENCASED WITH MINIMUM 6"THICKNESS OF CDF PER THE DOE PIPE SEPARATION V�EN E ADDRESS: IRRIGATI METER INSIDE THE IRRIGATION METER BOX. THE PASSING TEST REPORT REQUIREMENTS F T CVA MUST BE RECEIVED BY THE CITY WITHIN 72 HOURS OF THE - WON BOTH SIDES OF A CROSSING FOR THE DI ENCASEMENT ZF SOUTH AUBURN TION OF THE IRRIGATION METER. - WON BOTH SIDES OF A CROSSING FOR THE CDF ENCASEMENT dUBURN WY $ 7. DOUBLE CHECK VALVE ASSEMBLY(DCVA, NOT BY CITY)TO BE INSTALLED BY THE CONTRACTOR ONTO THE FIRE SERVICE LINE, THE PASSING TEST REPORT FOR THE RN, WA 98002 DCVA MUST BE RECEIVED BY THE CITY WITHIN 72 HOURS OF THE CONNECTION OF THE DI PIPE NOTE ULU1T CONTENTS: BUILDING FIRE SERVICE LINE TO THE CITY MAIN. 1. ALL DI PIPE TO BE CL 52 UNLESS NOTED OTHERWISE. FATER wES AND PROJECT REF:_FAC22-0014 ETAILSTHESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUSURN'S REQUIREMENTS. O1043DEV REVIEW ENGINEER: wSK r DATE: NC6, 1Know what's below. AS- BUILT O PGCall before you dig. 01043 AID N AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 _ GENERAL NOTES: - - - - - -- - DESIGN VEHICLE DRIVERS EVE : . V=9MP1­1 N SEE INTERSECTION IMPROVEMENT DRAWINGS - a FOR PAVEMENT MARKINGS ---AND SIGNAGE j \ - t SSD ra / ��� I , INNER, . . : PEDESTRIAGHT /// DISTANCE T INGLE GRAPHIC SCALE c�-I - / - PER 202205100209 0 15 M 0 M M 1" = 30 FEET o / R ED SIGHT LINE / N O z KEYNOTES Ij INNo 1, - - WORST CASE- O7 ADA WITH VAN ACCESSIBLE PARKING SIGN < lJ.l - PEDESTRIAN LOCATION 0 Q NO PARKING SIGN \ � d SSD - 1.075(V2/A) + 1.47VT O3 NO PARKING FIRE LANE SIGN ' ; REVISIONS: V= 9 MPH, A= 11.E FT/S2 AND T= 2.55 l ` I SSD= 1.075((9) /112)+ 147(g)(26) =40.BFT. /� O4 FIRE LANE STRIPING C7.10 PEDESTRIAN SIGHT DISTANCE OS EXIT WITH LEFT ARROW SIGN SCALE : 1"=20' EXIT ONLY WITH RIGHT ARROW SIGN - R3-SR (30"X36") SEEPED SIGH FOR , — _I _ �. � OB O7 NO RIGHT TURN SIGN - R3-1 (36"X36") DISTANCE -- PAVEMENT MARKING & SIGNING GENERAL NOTES O ONE WAY TRAFFIC ONLY. NO RETURN TO NORTHBOUND SR-167 SIGN e 1. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT TABOVE FINISHED GRADE,AS MEASURED TO THE BOTTOM INSTALL WHITE PAINTED 3SR ARROW PER WSDOT STD. PLAN OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7'ABOVE FINISHED GRADE,AS MEASURED TO THE Og M-24.40-02. BOTTOM OF THE SIGN. t 10 INSTALL WHITE PAINTED 2SR OR 2SLARROW AS SHOWN PER WSDOT 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF AUBURN STD. PLAN M-24.40-02. y STANDARDS. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHANNELIZATION AND THEN CONTACT CITY 11 INSTALL WHITE PAINTED ESL ARROW PER WSDOT STD. PLAN M-24.40-02. O 9.00,TYP. u] I S• .- . D CONSTRUCTION INSPECTOR, 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. � ` 15 1 3. ALL STRIPING FOR PARKING STALL DELINEATION SHALL BE WHITE STRIPE,4"WIDE UNLESS OTHERWISE NOTED. 12 PROTECT EXISTING SIGN 7, a 0 _ 4. ALL SIGNAGE AND STRIPING EXITING ONTO OR WITHIN THE AUBURN WAY SOUTH RIGHT OF WAY SHALL MEET THE 13 RELOCATED EXISTING EQUIPMENT RETURN SIGN RM.00' _ REQUIREMENTS OF THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD)AS APPLIED BY THE CITY I O OF AUBURN AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 19.00'TYP. \ 14 SIGN -"NO TRAILERS PAST THIS POINT" SIGNAGE FOR PROPANE FILL AREA l O R25.00' ,z O TO BE PROVIDED BY OWNER O DISTUREPAIRBED E D DURING C OR CONSTRUCTION F GRIND AND OVGEDERLAY. Y. I O 15 DISTURBED DURING CONSTRUCTION OF GRIND AND OVERLAY. o 14 \ `• x +. ifi SINGLE 4"WIDE YELLOW STRIPE - - - - - - - - � _ x -- , . I IT p� rr 12.00'TVP. ' ,rN+ 17 SINGLE4"WIDE WHITE STRIPE B R°I FO � '^ ADA STALL r O� ° n a m m n m APV E690 OidO WITH SYMBOL I "'i-- 18 NO LEFT TURN SIGN - R3-2 (36"X36") W � WELTER rr -. -� � _ PROFESSIONAL SEAL: ADA AAISLE j 4 \ 19 DO NOT ENTER SIGN - R54 (36'X36') 1STOPy C" °P VA ,[ r/ 26.00' FIRE IT g.00' � F 2 r LANE ACCESS 900 .� INN APN :© �'V 19Ib-9,E5 4Po�4ec 1�4� 'AJ ANT DB R STRIPING l 3 .34' :fl VV, vIT IN, QNLY ® ® M 97oNA4 ' 1ry0� r ANT o.I IN 0 rr � 13.43' � �. 1 INN fry 2 r �I ENGINEER LOGO: INN IN �l \ ".. aINN I r yam--A.-T �7. '. '� 1 v ATTACH TO TOPS I I� OF EXISTING POLE — _ ( 4 IN \ odl�b l ID 7 IN® 3 E 1 7 \ \\ �� TPCOM1N BEATPIE BPOINNE WEAW S IN EI REP TII 403 TIED YIN �^ RECORD NOTE 04n'u202s l a AMERC(a THESE RECORD DRAWINGS HAVE BEEN PREPARED —O i\ \ RRALRSIMTBCCIACRA P BASED ON INFORMATION SUBMITTED, IN PART, BY z 10 OTHERS. WHILE THIS INFORMATION IS BELIEVED i I CONSTM:CPON OEPMIIIFM TO BE RELIABLE AHBL, INC. IS NOT RESPONSIBLE I 22.00' 2727 NORM CFMROL AYFNUE FOR ITS ACCURACY, OR ERROR OR OMISSIONS �UJI -,� RMI%, ARM 85004 WHICH MAY HAVE BEEN INCORPORATED INTO THIS !E ° DOCUMENT AS A RESULT. THOSE RELYING ON S l \ P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY 1 BEFORE APPLYING IT FOR ANY PURPOSE. _ X _ •, t \ • y SITE ADDRESS: >' _ \ \ . a HAUL F UTH AUBURN 917 AUBURN WY S 10TH PLACE 8E aoe4L — — — — — AL ' INN 0 2 CON _ I EMERGENCY AUBURN, WA 9230D2 e _ AHBL g2013 SHEET CONTENTS: axlca —� c VEHICLE ACCESS _ REBAR AND CAP LADDER -7 _ APN 192105 9225 N:112083 5980 LJ RAILROAD SPIKE p�ABK E:12963476980 F NSITE PAVEMEN p APN 746890-0195 M112D]9J6]D ,P{ ELEV 101 99 N - AHBL j100 PLEAKE :E:IY96C01MW / 1 m - \ LJ MARKING AND NNE`„ �` ' •. NAIL AND WASHER -E",100.oa __. " ' • `\ PROJECT REF:_FAC22-0014 � N,112051.3650 ^^^ \\\ SIGNAGE PLAN ' E�295684.5560 r11A, \ THESE PLANS ARE APPROVED FOR CONFORMANCE 'IF - / '., WITH THE CITY OF AUSURN'S REQUIREMENTS. O 701043 �) ,(I /f 0 Q' V O DEV REVIEW ENGINEER: w DRAWN: SK 7 Know what's below. AS- BUILT CHECKED: PG O Cal before you dig. o DATE: 09I14I2023 O N Y S (U) 701043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: 2O4Q 00 O��O QpONU M 0 Y`�yll ���o�� G U_ O IV, 811 pP 8 FACE OF CURB CURB rII Ln AFIRE Z J lJ.l 3" STROKE WHITE LETTERS PQz' ?OQ PER PLAN REVISIONS: V4HTRI 04 IPE YELLOW PER PLAN FIRE LANE STRIPING D & R STRIPING 1 NOT TO SCALE NOT TO SCALE Z A C F .a Q I I I I I I I LL PROFESSIONAL SEAL: R�STDPy ADA PARKING SIGN AT EACH a ADA STALL AND DRIVE AISLE I1121 u� F 2 1 I �p R�;6<�16�� �1�� ✓f'�J SSIONAL 8�' Iry� RESERVED PARKING WHITE ON BLUE BACKGROUND WHITE PAINTED CROSSWALK ENGINEER LOGO: STRIPES IF 2 _E rmn.aao ■ � 3'WIDE PAINT SIGN AT VAN STALL ONLY VAN ACCESS PARKING 1 S STRIPE TRAFFIC ACCESSIBLE SPACE SYMBOL S in PER WSDOT STD, LINE WHITE 2'DIA G.I.P.BCH 40 72' a — _ PLAN M-24.80-04 a 4' m "' J n PROPOSED GRADE Tnwrw . swn� . svowwe .micmEs 3 - 0 - I- - - - a RECORD NOTE aazvzozs REALESDUEOCAUPM 0 �� AMERC(a 4` PARKING GRID IS 4" (IN) SQUARE MARKING AREA = 3.09 SQ.FT. THESE RECORD DRAWINGS HAVE BEEN PREPARED STRIPE ACCESS PARKING SPACE SYMBOL _A�, BASED ON INFORMATION SUBMITTED, IN PART, BY DONSIRUC➢ON DEPMINDff 2500 PSI CONCREEE OTHERS. WHILE THIS INFORMATION IS BELIEVED 2727 NORTH CENTRAL AVFNUE (STANDARD) ' TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE PHOENI%, ARM 85OD4 s = FOR ITS ACCURACY, OR ERROR OR OMISSIONS �J 5 FEET MIN. WHICH MAV HAVE BEEN INCORPORATED INTO THIS P: (602) 263-6502 DOCUMENT AS A RESULT. THOSE RELYING ON 8 FEET MIN. 8 FEET MIN. ;t y _ THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN VAN STALL ~ INDEPENDENT VERIFICATION OF ITS ACCURACY VHATCHA TE ADDRESS: BMIN. BEFORE APPLYING IT FOR ANY PURPOSE. ZOF SOUTH AUBURN aAUBURN WYS ADA PARKING STALL STRIPING AND SIGNAGE pURN, WA 98002 3 NOT TO SCALE OET CONTENTS:VEMENTKING ANDPROJECT REF: FAC22-0014 GE DETAILSTHESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. 1043ODEV REVIEW ENGINEER:_ SK 'I/�•,7 .(IDATE: V 1 � 1O : PGKnow Wha1'SbeIOW. DATE: September 1, 2023 FILENAME: Q'.\2021\2210833\10 CIV\CAD\2210833-SH-DETLAwO AS- BUILT O /14I2023Call before you dig. 01043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 SHEETNOTES: LEGEND 1. REFER TO DRAWING E0.1 FOR COMMON SYMBOLS. GENERAL NOTES 1. EXTERIOR LIGHTING CONTROLLED BY PHOTOCELL / A, 2. ALL CIRCUITS FED ROM PANEL Iftl U LIGHTING CONTROL CONTACTOR UNLESS OTHERWISE NOTED. O O q O O REVISIONS: OO CONSTRUCTION NOTES 1. PROVIDE AND INSTALL POLE MOUNTED LIGHT FIXTURE WITH 28' 9 O POLE OVERALL HEIGHT NOT TO EXCEED 30' PER AUBURN MUNICIPAL ODE. LIGHT SHIELD IR b•,. 2. PROVIDE AND INSTALL WALL MOUNTED LIGHT FIXTURES. O \, •` 3. PROVIDE AND INSTALL LIGHTING CONTACTOR WITH PHOTOCELL i IN LOCKABLE NEMA 311 ENCLOSURE FOR EXTERIOR LIGHTING 9 CONTROL MOUNT ENCLOSURE ON EXTERIOR WALL OF vi 1 BUILDING. PROVIDE LABEL ON ENCLOSURE INCLUDING CIRCUIT O (TYP 4) O ❑ INFORMATION. SEE SHEET E9.1 FOR WIRING AND COMPONENTS. O O ❑ 9. PANEL HER E%ISVIDE UHAU (SIGN TO AVAILABLE CIRCUIT IN PANELHPLl. PROVIDE UHAUL SAND CONDUCTORS IRNEEDED. F a �R a a m Q LIGHT swEL QIARED a � ❑❑❑❑ ❑ ❑ e f PROFESSIONAL SEAL: 2T-0" 3 RYPn ❑ OO ��y80F Tresg� �gfF 11 NQ y os4ONA�L"+" l (' • ^^may 11 N r w sob,y 4 r G P U-HAUL AUBURN SELF-STORAGE 11 25'ABOVE CONSULTANT LOGO: GRADE(TAR) 11 3 9 CASNE 1 ENGINEERING, 11 RECORD NOTE 0412112025 5 5 FACTCRIA 60U£ ARD SE. A SUnE 200 3 THESE RECORD DRAWINGS HAVE BEEN PREPARED 6Eucwc, MA BASED ONON INFORMATION SUBMITTED, IN PART, BY (us) s22-10W 00D T-0" OTHERS. WHILE THIS INFORMATION IS BELIEVED SITE ADDRESS: o — TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE j FOR ITS ACCURACY, OR ERROR OR OMISSIONS U-Haul Moving &Storage WHICH MAY HAVE BEEN INCORPORATED INTO THIS of South Auburn DOCUMENT AS A RESULT. THOSE RELYING ON Z 917 Auburn Way THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN Q Auburn,WA 98002 INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. O SHEETCONTENTS : F EXTERIOR LIGHTING w J PROJECT REF: FAC22-0014 w THESE PLANS ARE APPROVED FOR CONFORMANCE s 701043 s WITH THE CITY OF AUBURN'S ENGINEERING w DRAWN: CASNE SITE PLAN REQUIREMENTS. E2.2 1" = 30'-0" ¢ CHECKED: CASNE E2.2 o' a DEV REVIEW ENGINEER: AS- BUILT DATE p DATE: 07.3123 N a AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 SHEETNOTES: LEGEND LIGHTING FIXTURE SCHEDULE MANUFACTURER FIXTURE TYPE SYMBOL CATALOGNUMBER FIXTURE TYPE WATTS VOLTS DIMMING DESCRIPTION LOCATION MOUNTING HEIGHT DAY-BRITE UGHTING # INDUSTRIAL L D WITHI IN OUGHT & GENERAL NOTES O ® FSI-490L-89DUNV-DIM-M!110ADC 4 LED STRIP W/ UPLIGHT 31 UNN 0-IOV INDUSTRIAL LED OR A DAYLIGHT R STORAGE 9'-0"AFF OCCUPANCY SENSOR AND HI/LO TRIM DIMMING LEDALITE LIGHTING# 2X4 RECESSED LED WITH INTERACT WIRELESS RECESSED IN B ED 3324D1-ST-L-840-5DA-]DE 20(4' LED RECESSED TROFFER 38 UNN DIOV CONTROL SHOWROOM CEILING DAY-BRITE LIGHTING # 1X4 SUSPENDED VIA CHAIN OR CABLES CI ® FSW-44DL-840-UNV-DIM-RADI0 4 LED WRAPAROUND 32 UNN 0-IOV INDUSTRIAL LED, WITH INTERACT WIRELESS DB t 11'-0"AFF CONTROL DAY-BRITE LIGHTING #O 1X91NDUSTRIAL LED, SURFACE MOUNTED,® FSW-9-90L-89DUNV-DIM-LSXRIOADC 4' LED WRAPAROUND 32 UNN DIDV OCCUPANCY SENSOR AND PHOTOCELL WITH STAIRWELL 11'-0"AFF HULO TRIM DIMMING O ® DAY-BRITE LIGHTING # 4' LED WRAPAROUND 32 UNN DIOV 1X9INWSfRIAL MECHANICAL, RISER, REVISIONS:LED, SURFACE OR CHAIN FSW-9 ELECTRICAL, COMM, 11'-0"AFF 40E-890-UNV-DIM MOUNTED O ® LITHONIA LIGHTING# 4' LED LOW BAY 45 UNN DIDV 1X4 SUSPENDED VIA CHAIN OR CABLES LOADING/UNLOADING 13'-0"AFF UFIT-L984000LM-SEFMVOLTQ10-$)K-80CR1 AREA CONSTRUCTION NOTES LEDALITE LIGHTING# RECESSED IN FI �O 3322-D1-ST-L-890-3DA-]DE 20Q' LED RECESSED TROFFER 29 UNN DIOV 2X2 RECESSED LED,ACRYLIC SILK LENS BREAK ROOM CEILING 1. COORDINATE MOUNTING MEANS OF FIKTORE WITH ARCHITECTURAL AND MECHANICAL, PROVIDE ALL MOUNTING LEDALITE LIGHTING# RECESSED IN HARDWARE AS NEEDED. -M O 3322-D1-ST-L-840-35 ]DE 20Q' LED RECESSED TROFFER 28 UNN DIDV 2X2 RECESSED LED,ACRYLIC SILK LENS OFFICE ROOM CEILING 2. COORDINATE MOUNTING HEIGHT, COLOR/FINISH, AND ACCESSORIES WITH CEIUNG AND EXPOSED MATERIALS. O tt LITHONIA UGHTING# 6" LED DOWNUGHT 11 UNN DIDV 6"OPEN AND WALLWASH LED RESTROOM RECESSED IN 1-14D6-30-1DL06AR-1-D CEILING 3. VERIFY EXIT SIGN FACES, LOCATIONS, AND ARROWS WITH ARCHITECTURAL AND OWNER PRIOR TO START OF WORK vi [FKf-.YK LITHONIA UGHTING# BUILDING O 1 D5X1-LEDP9-90K-TFTM-MVOLT LED AREA WMINAIRE 163 UNN NONE D-SERIES SIZE I LED AREA WMINAIRE EXTERIOR 27' POLE MOUNTING 4. COORDINATE UGHTING CONTROL PROGRAMMING WITH OWNER. O LITHONIA UGHTING# BUILDING ON EMERIOR WALL O WST-LED-P240K-VFMVOLT-PBBW-ETVH LED WALLPAIX 25 UNN NONE WEST WALLPACK LED, BATTERY BACKUP EXTERIOR 27 ABOVE GRADE S. PROVIDE PROGRAMMING AND STARTUP OF ALL LIGHTING CONTROL FOR A COMPLETE AND OPERABLE SYSTEM. LITHONIA UGHTING# LED EXIT SIGN, GREEN, NICD BATTERY BACKUP, ENTIRE COORDINATE WITH OWNER PRIOR TO START OF WORK j KI F® ® LQM-S-W-3-GMVWT-ELN LED EXIT SIGN 1 UNN NONE SINGLE OR DOUBLE FACE BUILDING SURFACE OR PENDANT PROVIDE DOCUMENTATION FOR ALL LIGHTING CONTROL TL SYSTEMS TO OWNER AT END OF CONSTRUCTION. - rn 6 O LTIHONIA LIGHTING # LED EMERGENCY FIXTURE 3 UNN NONE 2-HEAD BUGEYE EMERGENCY FIXTURE WITH ENTIRE WALL MOUNT 8'-0"AFF E1.1491. BATTERY BACKUP BUILDING PROFESSIONAL SEAL: �. SINe was IIye moo. 5�(,at sIONAL 0 F u+ AUK U-HAUL AUBURN SELF-STORAGE 'ew 1CONSULTANT LOGO: RD NOTE 04121/2025THORD DRAWINGS HAVE BEEN PREPAREDBAINFORMATION SUBMITTED, IN PART, BYOTWHILE THIS INFORMATION IS BELIEVED CASNE TOIABLE, AHBL, INC. IS NOT RESPONSIBLE ENGINEERING, FOCURACY, OR ERROR OR OMISSIONS INC. WHICH MAY HAVE BEEN INCORPORATED INTO THIS FAC]DRIA BWf VARDDOT AS A RESULT. THOSE RELYING ON SUITE zoo THRD DOCUMENT ARE ADVISED TO OBTAIN B VUE, WA ampsINDENT VERIFICATION OF ITS ACCURACY µis) O22-TOW BEPLYING IT FOR ANY PURPOSE. SITE ADDRESS: U-Haul Moving B Storage of South Auburn Z 917 Auburn Way Q Auburn,WA W02 o_ 0 O SHEETCONTENTS : F LIGHTING FIXTURE UU SCHEDULE PROJECT REF: FAC22-0014 THESE PLANS ARE APPROVED FOR CONFORMANCE s 701043 WITH THE CITY OF AUBURN'S ENGINEERING CC REQUIREMENTS. DRAWN: CASNE o' a DEV REVIEW ENGINEER: CHECKED: CASNE E3.0 AS- BUILT DATE- AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: SIGN LEGEND WHITE RIVER MUSEUM LES COVE PARK YIELD TO AUBURN SENIOR Bus g U TURNS CENTER o z y EXISTING EXISTTNG EXISTING STING EXISTING BUS STOP SIGN MIT-8 CUSTOM R4-7 CUSTOM CUSTOM U (48"x24") 24"x24" (24"x30") (18"x24") (18"X24") � '3 Ef E2 E3 E4 ES w � s Q JCT U / v; w yll REVISIONS: � � � ryQ bQ 02 OKmW mW WW OWO OWO O VIWW 3 Nm � _ yQyO a. 2 (> 2 yZ2 y22 ^ y GO yW W y Mp Mw + d } p } W O + wrn } Wy Mp^ N M20 ? � 2W zy 1 \yBe Be hp � � � W � �� z � gzW � gx Fgx 4 MILE 7 w00 z yO y � yp y �ym yW � �- InZV p m m y F3 y y - - ti 0 2 ¢ Z Q RELOCATE REMOVE REMOVE cwi w w z y W CUSTOM NEW NEW NEW NEW Mi-701 R9-3A R9-3BL R3-2 p 18"x18" 12"x18" R3-5R RS-i R3-1 •�` •TO D; D; \ 3 M 3 W 3 3 3 y o 3 z 24"x36" ( ) ( ) ( ) 36"X36" 30"X36" 36"X36" 36"X36" � 06 zp � � m 2 �2z z pm - zo R1 D1 D3 02 D4 m S1 54 SS 52 53 S6 mrU 0J = ~ � �� W K � WQ yj � ^ O N m Q QO GO � O� m pjV_ m pj j2 Oi2Z n n QOQ -1 n w O rz m1r .'l. O�OO fk R� o � '' � zw � iw m is Qgx Qgx a to yWY VIwQ � AWS STA 2+53 = Ez ES SITE accEss sra 3+00 ppppp pp 0T R' 2 0 _ - -gyp El 0 EX Z . 8' SWLK w W EX R/W x P m 10 EX 12' d — w W EX 10' SWLK LK _ - - - - Ex 10.5' 11.5 3 EX 12.5' Ex 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Si _ - _ _ - _ - - - LJ ' AUBURN WAY S (SR 164) E3 9 Ex 11 • g - N " * y ^ m EX 1j 7 7� - _ _{ o� - - - _ _ _ PROFESSIONAL SEAL: 00 5 17 50 18 00 1 B 0 � 2 EX if' EX 1 ' 8 EX f0' EX 1 ' _ _ _ _ _ _ _ EX 11.5' 8 D3 EX if' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 56 - _ _ _ _ - _ - _ - EX 11 - - Y SFP D4 EX 11' EX f0' dNo`'�S.i� *` EX 1 ' EX A 10' SWLK EX 11 O _ 2 PROP R/W EX R _ _ fi 0' SWLK EX R/W vs E%EX11 ; W 1 \ \ / PROP R/W 54 i 55 PROP R/W Qi I B� y�Ze�9TEr'�p� 9 SWLK ' — s \ 0 9? lul AL 09-O5-S-2023 \ \ 8 3 \ ®4 450 \ / 6 /\ SITE ENGINEER LOGO:/ TENW qw& n Z) n LEGEND r,Po" to CAI mgN«Ih W PAVEMENT MARKING & SIGNING GENERAL NOTES EXISTING SIGN NOTES O PAVEMENT MARKING CONSTRUCTION NOTE \ \ 1 REMOVE EMOV EXISTING CONFLICTING STRIPING AS NECESSARY COORDINATE STRIPING REMOVAL WITH ASPHALT ACCOMMODATE NEW STRIPING. Ei EXISTING WI-8 SIGN TO REMAIN. PROTECT DURING CONSTRUCTION.CONTRACTOR O SIGNING CONSTRUCTION NOTE E2 EXISTING YIELD CUSTOM SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. 2. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED b EXISTING SIGN TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE E3 EXISTING R4-7 SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. 1 Y F NEW SIGN /�ww FINISHED GRADE, AS MEASURED 70 THE BOTTOM OF THE SIGN. Eq EXISTING CUSTOM WAYFINDING SIGN 70 REMAIN. PROTECT DURING CONSTRUCTION. QMERCQ. RECORD NOTE NPRE ARE uQ3 m gg m J. ALL NECESSARY SIGNS AND MARKINGS ON-SITE, ALONG PROPERTY FRONTAGE, AND AT E5 EXISTING CUSTOM BUS STOP SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. REAL HSIMTB O(Y�1NP THESE RECORD DRAWINGS HAVE BEEN PREPARED y „ SPECIFICALLY DESIGNATED OFF-SITE LOCATIONS SHALL BE PROVIDED BY THE APPLICANT AS BASED ON INFORMATION SUBMITTED, IN PART, BY p Z = = N REQUIRED BY THE TRAFFIC OPERATIONS DIVISIONS WHETHER OR NOT THESE ARE INDICATED ON p w _ W OONSTRLCTON DEPARTMENT OTHERS. WHILE THIS INFORMATION IS BELIEVED y = ¢ ¢ z ^ Q THE CIVIL CONSTRUCTION DRAWINGS. TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE REMOVE EXISTING R9-3A SIGN AND POST. FILL AND COMPACT VOID. 2727 NORTH CENTRAL AVENUE FOR ITS ACCURACY, OR ERROR OR OMISSIONS o o 0 2 Z 2 -+ p w W ? _' w yo 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIIZATION PER CITY PHOENIX, PRIZON4 8500/ WHICH MAY HAVE BEEN INCORPORATED INTO THIS ,a o , ,^ }o g p p n p z y rc OF AUBURN STANDARDS. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHNNELIZATION AND D2 REMOVE EXISTING R9-3BL SIGN. THIS RECORD DOCUMENT ARE ADVISEDITO OBTAIN + M m �i n z ? + 3 3 y Q g y p THEN CONTACT JACOB SWEETING A7 DOCUMENT AS A RESULT. THOSE (253) 804-3118, 48-HOURS IN ADVANCE OF P: (602) 263-1502 ro p p p o z INSTALLATION TO VERIFY LAYOUT. D3 REMOVE EXISTING R9-3A SIGN AND POST. FILL AND COMPACT VOID. INDEPENDENT VERIFICATION OF ITS ACCURACY Q p Q Q W m z z Q 2 y Q w BEFORE APPLYING IT FOR ANY PURPOSE. REMOVE EXISTING R9-3BL SIGN. SITE ADDRESS: y y y p p y z ¢ PAVEMENT MARKING CONSTRUCTION NOTES } U-HAUL OF SOUTH AUBURN 0 o w w y NEW SIGN NOTES z Of INSTALL WHITE THERMOPLASTIC CROSSWALK PER WSDOT STD. PLAN M-15.10-Of. 15 60 917 AUBURN WY S INSTALL NEW R3-2 SIGN ON EXISTING POST AT STA. 17+01.5, 0.5' LT PER CITY OF AUBURN O INSTALL 18-INCH WHITE THERMOPLASTIC STOP BAR PER WSDOT STD. PLAN M-24.60-04. S1 STD. DETAIL T-24.2. p AUBURN, WA 98002 0 30 90 U SHEET CONTENTS: O INSTALL WHITE PAINTED TYPE 2SL TRAFFIC ARROW PER WSDOT STD. PLAN M-24.40-02. 52 DETAILLTN24.2.5SLIGHTLY ANGLE SIGN TOWARDS SOU-1 SIGN AND POST AT STA. THBOUND LANE TRAFFIC.36.0' RT PER CITY F AUBURN STD. SCALE IN FEET w PAVEMENT ® INSTALL PAINTED WHITE WIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10.03. 53 INSTALL NEW R5-1 SIGN AND POST AT STA. 17+35.5, 36.0' RT PER CITY OF AUBURN STD. DETAIL T-24.2. ANGLE SIGN TOWARDS NORTHBOUND LANE TRAFFIC. w MARKING & OS REMOVE CONFLICTING EXISTING C-CURB AND WATERJET CONFLICTING EXISTING CHANNELIZATION. 54 I Z742 NEW R3-5R SIGN ON THE BACK SIDE OF SIGN S2 PER CITY OF AUBURN STD. DETAIL SIGNAGE PLAN © INSTALL PAINTED YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20. 10-03 PROJECT REF: FAC22-0014 O7 INSTALL WHITE PAINTED TYPE 3SR ARROW PER WSDOT STD. PLAN M-24.40-02. SS I ZT4L NEW R3-5R SIGN ON THE BACK SIDE OF SIGN S3 PER CITY OF AUBURN STD. DETAIL 2. THESE PLANS ARE APPROVED FOR CONFORMANCE o 702043 ® INSTALL WHITE PAINTED LANE LINE PER WSDOT STD. PLAN M-20. 10.03. WITH THE CITY OFAUBURN'S ENGINEERING Of S6 INSTALL NEW R3-1 SIGN AND POST A7 STA. 16+36.5, 29.5' R7 PER CITY OF AUBURN STD. REQUIREMENTS. DRAWN: S$OIBV PM�01 O9 INSTALL CURB PER CITY OF AUBURN STD. DETAIL T-32.3. gird L T-24.2. 4 RE OCATE SIGN NOTES DEV REVIEW ENGINEER:_ O CHECKED: EM$ FAS= BUkTETDLC ATE EXISTING R4-7 SIGN AND POST AT STA. I3+13.5, 40.5' LT PER CITY OF AUBURN DATE:. DETAIL T-24.2. ® 702043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: SIGN LEGEND FE F St SE E+ NAME SG STREET SIGN a�� I Q,U b U r n Way S E2 NAME SGGSTREET 10 11 / Di / 82 29 / B SIGNAL DISPLAYS FOR AUBURN WAY S & F ST SE g 12 ® 12 ® O 18" LEFT 12 ,2 TURN E2 _ 12 ® 12 © ii"f 16" IN ONLY MUST IU YIELD � ® REVISIONS El c ` ------------------------- In VEHICLE HEADS PEDESTRIAN HEADS E3 EXISTING R3-5L Ri REMOVE R3-5R R2 REMOVE 1 6 EXIST.-if EXIST: 21,22, REMOVE:81 EXIST: 28,29 RIO-12 MOD "( T c NEW: 31 61,62,63,64 89 % i' 1 I 1 c _c _ 71 NEW: df,d2,/3 NEW 68,69 = / c _-c _-- RELOCATE: 88 �O SCALE 1 : 10 SCALE 1 : 10 TURN ON RED � ONLY ,n ly \ �[b 1 Si NETV 24"X30" 17 R3-6 30"X36MOD S3 303X36" q 10 III.III 10 IfA D tg l ' �� rh B2 0 3 _z a T R/W It AUBURN WAY S & F SIT SE E2 T� PHASE DIAGRAM EX y y 9 " EI S3 S1 G - O - - - - - - - - - - - _ - ,.� 22 �o AUBURN WAY S `(SR 164) + + 05 1 - 1 oo ��� T �r3r�- - �- - _ g O M O L ,O : m 2 u 1 � 7 GO 17�5f�--j� 0� 18 PROFESSIONAL SEAL: - - - - - ___ __-------_------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Rf E3 -- -"-_- --- 3 E2 � �� -' -- -- -- -- -- -- -- -- ------ - - --- -- -- -- -- - - -- ---- ___-__ ---_ ____ _—_____- _ __ _ ---_-_-- ------- - --- -------- --- _- __ -- __ _ _ __ __ _ i� -- -_ -- -_ of 'wlsy PROP R W EX R B/W / / ID ® PROP R/VV o —PROP R W V OA 04 Iyy 08 i"mISrEP� / V6 5 3 2� �c/'y8�0 i i \ O�� / III �Q� VEHICLE MOVEMENT /+;:7g �� 7 DO J �pR �-\!► PEDESTRIAN MOVEMENT �9 7�2�23 ---- PERMISSIVE MOVEMENT LEADING PEDESTRIAN 00 - 04450 /J� * INTERVAL ENGINEER LOGO. \ /// PRE EMP SITE T L \ , EVP A = 92 & 05 / EVP 9 = 04 & 07 0 ` - -� - ` . � �°� ^ EVP C,C7 = 01 & 06 TENW EVP D,DI = 03 & 08 o-oa:PonatioaE gm naaaannWan R7 S7 e E3 PUSHBUTTON DIAGRAM LEGEND 2 EXIST. NEW/RELOCATED DESCRIPTION RECORD NOTE 0412112025 I - 'W 62 W JUNCTION BOX TYPE 1,z,8 AMERC(a THESE RECORD DRAWINGS HAVE BEEN PREPARED - wl�"� ���'" 2 E1 N VEHICLE SIGNAL HEAD REAL ESDUM OUWANp BASED ON INFORMATION SUBMITTED, IN PART, BY w ° 82 8 _ - - --- EXQ N ®EX OTHERS. WHILETHIS IN IS BELIEVED _ - - 'm"'-\�� EX �2 I. �7 RIGHT o EMERGENCY PRE-EMPTION CONSTRUCTION DEPARTMENT TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE i - _ -_ DETECTOR 2727 NORTH CENTRAL AVENUE FOR ITS ACCURACY, OR ERROR OR OMISSIONS 411 �i� / 88 =ao ���� _ —0a �� CCTV/VIDEO DETECTION PHOENIX, ARIZONA 850M WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON I /,-�" i 4 ���� AUBURN WAY 5 CAMERA + P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN ��}� i� I INDEPENDENT VERIFICATION OF ITS ACCURACY _ ,- G C TYPE I, PS POLE BEFORE APPLYING IT FOR ANY PURPOSE. i / - i i PUSHBUTTON SITE ADDRESS: 9 EX, CHANGED © LEFT 1 z U-HAUL OF SOUTH AUBURN + 7 \ a / TO RIGHT LEA 4 �ci PEDESTRIAN SIGNAL HEAD 75 60 C_ 917 AUBURN WYS 63 5 \ / ❑6 RIGHT p AUBURN, WA 98002 + // 6 \ 43 68 / SIGNAL POLE TYPE IN 0 30 90 U SHEET CONTENTS: w �-3 y SIGNAL POLE M SCALE IN FEET MOUNTED SIGN F e / \ 5 a TRAFFIC \ I I COMBINED SERVICE UPS, AND N ® CONTROLLER CABIWET G, SIGNAL p- UTILITY POLE a PLAN Ld SCALE 1 : 10 SCALE 1 : 10 O LUMINAIRE/SIGNAL POLE PROJECT REF: FAC22-0014 702043 NUMBER O THESE PLANS ARE APPROVED FOR CONFORMANCE U CONSTRUCTION NOTE U WITH THE CITY OF AUBURN'S ENGINEERING O� REQUIREMENTS. DRAWN: S$OIBV TS-�1 DEV REVIEW ENGINEER:_�Lc _ O CHECKED: EMS AS- BUILT DATE: p DATE: 09/1M2023 N ® 702043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 r REVISIONS: fTl A - F V Q) m 6 7 TYP. _ tssq — _ - - _ _ - _ t� G66g _ - zaD' 09 Dom— o� 0 0 — 10 _ L64 3 L63A 3 1 I g a n a ul m n m L65 L63B - _ kwPROFESSIONAL SEAL: -- - - -- - - -- -- -- -- -- - EX R/W Z i� W'WS„TF tW/1 5 EX R/W ~ i< F 9jN W 4. Amin 2� ONAI. f 0914-a023 ENGINEER LOGO: 'WOTENW o-oa:PonatioaE gm nag Na hWan LEGEND 1 EXIST. NEWIRELOCATED DESCRIPTION ffRERDORD NOTE 04/z1/z0z5 AMERCa E m JUNCTION BOX TYPE 1,2,8 RECORD DRAWINGS HAVE BEEN PREPARED �LON INFORMATION SUBMITTED, IN PART, BY -> VEHICLE SIGNAL HEAD S. WHILE THIS INFORMATION IS BELIEVED i CONSTRUCTION DEPARTMENT ELIABLE, AHBL, INC. IS NOT RESPONSIBLE 2727 NORTH CEMRAL AVENUE ACCURACY, OR ERROR OR OMISSIONS ,rho EMERGENCY PRE-EMPTION DETECTOR PHOENIX, ARIZONA 850M MAY HAVE BEEN INCORPORATED INTO THISENT AS A RESULT. THOSE RELYING ON - CCTVIVIDEO DETECTION P: (602) 263-6502 CORD DOCUMENT ARE ADVISED TO OBTAINNDENT VERIFICATION OF ITS ACCURACYCAMERA APPLYING IT FOR ANY PURPOSE. p TYPE 1, PS POLE SITE ADDRESS: 1 a PUSHBUTTON z U-HAUL OF SOUTH AUBURN T*� 15 60 C_ 917 AUBURN WYS +-► PEDESTRIAN SIGNAL HEAD 0 AUBURN, WA 98002 0 30 90 U - � SIGNAL POLE TYPE 111 SCALE IN FEET w SHIFT CONTENTS: a TRAFFIC 'ram y SIGNAL POLE MOUNTED SIGN N® CONTOLLRECBATP5, AND SIGNAL CONTROLLER J a PLAN UTILITY POLELd -O' PROJECT REP: FAC22-0014 Of 702043 O LUMINAIREISIGNAL POLE O NUMBER THESE PLANS ARE APPROVED FOR CONFORMANCE O WITH THE CITY OF AUBURN'S ENGINEERING Of O CONSTRUCTION NOTE REQUIREMENTS. DRAWN: S$OIBV S-02 DEV REVIEW ENGINEER:_�Lc O CHECKED: EMS AS- BUILT DATE: p DATE: 09/1M2023 N ® 702043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: GENERAL NOTES SIGNAL CONSTRUCTION NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF AUBURN DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE NOTED. SIGNAL WIRING SCHEDULE (AFFECTED RUNS ONLY) OEXISTING TYPE 111 SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. FURNISH RACEWAY VEH. PED PUSH E.V. ✓EH. EQUIP ALLOW ALLOW, 2. THE LOCATION OF ALL CONDUIT, JUNCTION BOEXS, AND CABINETS SHOWN ON THIS AND INSTALL ONE NEW VEHICLE DETECTION CAMERA AND THREE NEW VEHICLE SIGNAL CONDUIT VID. HEAD HEAD HEAD BUTTON DETECT. DETECT. CCTV GRND. CONDUIT FILL FILL PLAN ARE FOR GRAPHIC PRESENTATION ONLY AND FINAL LOCATION SHALL BE HEADS TO EXISTING TENONS ON MAST ARM PER SIGNAL POLE CHART, SHEET TS-03. NO. SIZE DET. SC 5C 5C 2C(SH) 3C(SH) 2C*(+5*H) CAM. . FILL (26%) (40%) DETERMINED BY THE ENGINEER. INSTALL NEW SIGNAL HEAD 042 ON NEW ASTRO BRAG. UTILIZE EXISTING COILED SPARE SPARE 5C FOR NEW VEHICLE SIGNAL HEADS. REMOVE EXISTING RIO-12 MOD SIGN EX. NE EX. HE EX. NEW EX. NEW EX. NEW EX.NEW EX.NEW X. NEW EX. NEW 3. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE AND INSTALL NEW R3-5L SIGN ON MAST ARM PER SIGNAL POLE CHART, SHEET i EX 3" ** 4 2 8 1 1 1.40 --- 2.58 SECURELY AND COMPLETELY COVERED WHILE SIGNAL IS NOT IN OPERATION. TS-03 AND WSDOT STD PLAN G-30. 10-04. INSTALL NEW SIGN R1O-IIA SIGN ON EX 3" ** 3 2 4 1 1.40 2.58 POLE PER WSDOT STD PLAN G-30. 10-04. CONTRACTOR SHALL COORDINATE WITH CITY 2 EX 2" ** 2 / 1 0.34 --- 1.15 4. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSH BUTTONS OF AUBURN TO RETURN ALL SALVAGED EQUIPMENT. ENGINEERS SHALL FIELD VERIFY EX 2" ** 2 2 1 0.70 1.15 AND STREETLIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. SIGNAL HEAD LOCATIONS. 3 EX 2" +Y 1 2 1 1 1.09 --- 1.15 5. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL TO THE EX 2" + 1 1 1 0.42 --- 1.15 CITY INSPECTOR AT MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.11-03 AND POLE PLACEMENT, EX 3 ** 1 1 1 1 1 2 4 1 1.50 --- 2.58 MATERIALS WITHOUT CITY INSPECTOR APPROVAL SHALL NOT BE ALLOWED ON THE 2 THIS SHEET. FURNISH AND INSTALL NEW TYPE I SIGNAL POLE WITH ONE NEW 4 EX 2" ** 1 1 1 0.42 1.15 JOBSITE. PEDESTRIAN SIGNAL HEAD AND ONE NEW APS PUSHBUTTON. PUSHBUTTON SHALL FACE REVISIONS: 5 2" SCH40 PVC 1 1m 4 1 0.73 0.86 NORTHWEST, PARALLEL TO CROSSWALK I7 SERVES. EX 2" ** f 1 1 1. 14 --- 1.15 6. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE 6 CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE O EXISTING TYPE IN SIGNAL POLE AND SIGNAL EQUIPMENT TO REMAIN. PROTECT DURING EX SC ** f 1 1 1 0.51 --- --- COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES 3 CONSTRUCTION. 7 2" SCH40 PVC 1 1 1 1 0.51 0.86 --- THROUGHOUT THE PROJECT. EX 4" ** 3 513 5 1 2.76 --- 4.39 8 O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J I SIGNAL AND POLE PLACEMENT, EX 4" ** 2 2 6 1 3 5 1 2.45 --- 4.15 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE O EXISTING UTILITIES. 4 THIS SHEET. FURNISH AND INSTALL NEW TYPE 1 SIGNAL POLE WITH ONE NEW 9 EX SC 4 4 1 0.45 --- 1.15 THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY IMMEDIATELY PEDESTRIAN SIGNAL HEAD AND ONE NEW APS PUSHBUTTON. PUSHBUTTON SHALL FACE 11 2" SCH40 PVC 4 1 0.74 --- --- UPON DAMAGE. 11 2" SCH40 PVC 1 2 2 / 0.74 0.86 --- NORTHWEST, PARALLEL TO CROSSWALK I7 SERVES. 12 EX 2" ** 4 1 1 0.54 --- 1.15 B. CONTACT THE CITY OF AUBURN (253-931-3010) FOR INSPECTION AS NECESSARY. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J I SIGNAL AND POLE PLACEMENT 13 EX 2" ** 2 1 1 0.36 --- 1.15 9. THAT PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM 5 THIS SHEET. FURNISH AND INSTALL NEW TYPE / SIGNAL POLE WITH ONE NEW THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE PEDESTRIAN SIGNAL HEAD AND ONE NEW APS PUSHBUTTON. PUSHBUTTON SHALL FACE * EQUIPMENT GROUND SIZE SHALL BE EQUAL PO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS NORTHEAST, PARALLEL TO CROSSWALK IT SERVES. TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21 f0-04 AND POLE PLACEMENT .n +* OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL O THIS SHEET. FURNISH AND INSTALL NEW TYPE 1 SIGNAL POLE WITH ONE NEW VEHICLe m POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SIGNAL HEAD, ONE NEW PEDESTRIAN SIGNAL HEAD AND ONE NEW APS PUSHBUTTON. *** REMOVE EXISTING STOP BAR LOOP DETECTOR WIRING FOR PHASE 2 APPROACH. SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT PUSHBUTTON SHALL FACE NORTHWEST, PARALLEL TD CROSSWALK IT SERVES. -1 THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER A LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10-04 AND POLE PLACEMENT ma' ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE O THIS SHEET. FURNISH AND INSTALL NEW TYPE I SIGNAL POLE WITH ONE NEW F CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS PEDESTRIAN SIGNAL HEAD AND ONE NEW APS PUSHBUTTON. PUSHBUTTON SHALL .] DISCOVERED. FACE SOUTHEAST, PARALLEL TO CROSSWALK IT SERVES. m OEXISTING TYPE III SIGNAL POLE 70 REMAIN. PROTECT DURING CONSTRUCTION. REMOVE y EXISTING SIGN AND EXISTING 4-SECTION VEHICLE SIGNAL HEAD FROM MAST 6 ARM. FURNISH AND INSTALL NEW SIGN R3-6 MOD NEW 3-SECTION VEHICLE SIGNAL HEAD CT ON EXISTING TENON AND NEW 3-SECTION VEHICLE SIGNAL HEAD 682 ON NEW TRO BRAG ON MAST PULL PER SIGNAL POLE CHART SHEET TS-03 CL WSDOT GNAL STD PLAN CONTRACTOR S PULL NEW SC TO TERMINAL CAN FOR NEW VEHICLE SIGNAL HEAD. CONTRACTOR SHALL COORDINATE WITH CITY AUBURN TO RETURN ALL SALVAGED EQUIPMENT. ENGINEER SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. POLE PLACEMENT DETAIL POLE PLACEMENT DETAIL POLE PLACEMENT DETAIL 0 a NORTHEAST CORNER SOUTHWEST CORNER SOUTHEAST CORNER 9 EXISTING PEDESTRIAN PUSHBUTTON POST TO REMAIN. PROTECT DURING CONSTRUCTION. n \ = O EXISTING TYPE IN SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. FURNISH g n m m %' 70 AND INSTALL ONE NEW VEHICLE DETECTION CAMERA AND ONE NEW VEHICLE SIGNAL _ _---- HEAD TO EXISTING TENON ON MAST ARM PER SIGNAL POLE CHART SHEET TS-03. PROFESSIONAL SEAL: _ _ __ _----- --" UTILIZE EXISTING COILED SPARE 5C FOR NEW VEHICLE SIGNAL HEdD. CONTRACTOR _ - . _ BACK OF CURB 00 SHALL COORDINATE WITH CITY OF AUBURN TO RETURN ALL SALVAGED EQUIPMENT. O \ TYPE 1 \ FACE OF CURB O N. SPOLE T 2 BASE :-\ GUTTER GUTTER 11 EXISTING PEDESTRIAN PUSHBUTTON POST TO REMAIN. PROTECT DURING CONSTRUCTION. PLA ,= FACE OF CURB A. \ BACK OF CURB I EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. i< v1� W - - CENTER OF EX TYPE IN m 82 SEE STREET LIGHTING PLAN FOR INSTALLATION OF ILLUMINATION SYSTEM. 4 azrza�*o \ 0 CROSSWALK SIGNAL TO REMAIN ® - F`cSA FOUNDATION PER 0 00 3 O EXISTING LOOP DETECTION TO REMAIN. PROTECT DURING CONSTRUCTION. ONAA. \ WSDOT STD. PLAN 2.1 J-20.11-03 O REMOVE EXISTING TYPE PS POLE, FOUNDATION, AND EQUIPMENT. RELOCATE EXISTING 09-1�2023 a• PEDESTRIAN SIGNAL HEAD TO NEW TYPE 1 POLE. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN TO RETURN ALL SALVAGED EQUIPMENT. REMOVE FOUNDATION O 0 ___ TYPE 1 0 00 i TO 24" BELOW SURFACE GRADE. FILL AND COMPACT VOID. _ u O ENGINEER LOGO: TY E 1 of 0 0 POLE INSTALL NEW LOOP STUB OUT AT EXISTING JUNCTION BOX FOR NEW ADVANCE LOOP C CUR POLE 1 0000 CENTER OF BASE O DETECTION. DO NOT USE EXISTING STUB OUTS. ASE � \ � � CROSSWALK _--- "_ 1 O0 0 TYP PLATE FACE OF CURB LATE SO C O I POLE I , O INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. REMOVE EXISTING T E N W 2 BASE JUNCTION BOX. FILL AND COMPACT VOID. GUTTER \ O / FOUNDATION O 9 LATE PER WSDOT O7 INSTALL NEW TYPE 3A SIGNAL LOOP DETECTORS PER WSDOT STD PLAN J-50.12-02. r`°":P°^°I'°"u'a�"�n"a e°nnwan CENTER OF 2. O 6 / STD. PLAN , CROSSWALK \ FOUNDATION FOUNDATION J-21.10-04 PER WSDOT PER WSDOT STD. PLAN STD. PLAN TYPE I POLE ^i J-21. 10-04 J-21. 10-04 BASE PLATE SCALE 1"=5' SCALE 1 "=5' SCALE 1"=5' AMERICO REAL ESDUM GQN0A 4 CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE 1PHOENIX, ARIZONA 850M Jw ORD NOTE 0 412112 0 2 5 P: (602) 263-6502 RECORD DRAWINGS HAVE BEEN PREPAREDON INFORMATION SUBMITTED, IN PART, BY SITE ADDRESS: S. WHILE THIS INFORMATION IS BELIEVEDELIABLE, AHBL, INC. IS NOT RESPONSIBLE z U-HAUL OF SOUTH AUBURN ACCURACY, OR ERROR OR OMISSIONSMAY HAVE BEEN INCORPORATED INTO THIS D_ 917 AUBURN WYS ENT AS A RESULT. THOSE RELYING ON AUBURN, WA 98002 CORD DOCUMENT ARE ADVISED TO OBTAIN UNDENT VERIFICATION OF ITS ACCURACY SHEET CONTENTS APPLYING IT FOR ANY PURPOSE. W a TRAFFIC w SIGNAL a PLAN Ld PROJECT REF: FAC22-0014 Of 702043 THESE PLANS ARE APPROVED FOR CONFORMANCE U U WITH THE CITY OF AUBURN'S ENGINEERING Of REQUIREMENTS. DRAWN: SSOIBV S-�3 DEV REVIEW ENGINEER:_,:,L-o_ "� *ate Q CHECKED: EMS AS- BUILT DATE: p DATE: IA114�4(12$ N ® 702043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: C f D D p P Q Q B1 B2 B3� 2 POLE ORIENTATION AND ATTACHMENT POINT DETAIL a a B� d B6 B� B9 BiD B11 $� j REVISIONS: pF ROM 0. E'VT O O C7 b C 6 p t a 90' 2TYPICAL El E E aR D SIGNAL ARM ~ SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP BAR ATTACHMENT ALL HANDHOLES F O F POINT AT 180' 40' 45' 50, 53'-150' 0' + 180. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. OF 3 SECTION 12" 16.5' 17.5' 16.5' 19.2' 16.5' 20.9' 16.5' 22.0' b ti POLE ORIENTATION ANGLE hz� LEGEND m (P.O.A.) DEGREES oo „ 4 SECTION f2" 16.5' 17.0' 16.5' 18.0' 16.5' 19.7' 16.5' 20.8' Q CLOCKWISE FROM OFFSET LINE TO 0' POINT 270' H H a. VEHICLE SIGNAL HEAD 5 SECTION 12" 16.5' 17.0' 16.5' 17.5' 16.5' 18.5' 16.5' 19.6' 2 NOTES m Q BASE PLATE Q I 1 I 1 G b. SIGN O MOUNTING COUPLING INSTALLED .'4. F ,PO40µ4y 9 o c. STREET NAME SIGN AT OFFSET DISTANCE INDICATED m f, LOCATION STATION N d. PRE-EMPT DETECTOR IN CHART. 2 0 e. DELETED (10122190) ALTERNATE NOTE 1 LIMITS OF VERTICAL CLEARANCE REQUIREMENT I I I I 0 FOR TYPE INMOUNT ONLY I. LUMINAIRE 2'-0 ro DRILL 1" HOLE IN MAST ARM AND - M g. PEDESTRIAN SIGNAL HEAD INSTALL PLASTIC SPLIT BUSHING L� ROADWAY MIN' FOR CABLE ENTRANCE. I-" h. INTERNAL TERMINAL CABINET WITH & SLAM DOOR 0 4'-6" 22 FIELD INSTALLED. TYPE II TYPE SO CURB OR EDGE OF SHOULDER 1. PEDESTRIAN PUSHBUTTON ASSEMBLY g f n n tO ^ m MAST ARM SIGNAL SPECIAL DESIGN 1. HANOHOLE PROFESSIONAL SEAL: STANDARD STANDARD W ST v;N n W SIGNAL STANDARD DETAIL CHART ossAt. 2W FIELD LOCATION TYPE FOUNDATION MAST MOUNTING HEIGHT(Fi) SIGNAL MAST ARM DATA LAM IMN(F R)E POLE ATTACHMENT POINT ANGLES (deg) DEPTHS(FT) �9 7�2�z,� LENGTH OFFSET DISTANCES (FT) (Z) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS (FT)2 (X)(Y) X Y Z REMARKS STREET NAME STATION OFFSET LT.RT. P.G.A (FT) Al A2 BI B2 B3 B4 B5 B6 B7 B9 610 B11 B1 B2 B3 B4 B6 B7 B9 BID B11 TOTAL( C D E1 E2 F G1 G2 H If 12 3' RD. 3' SO. RD. fO F ST SE EX EX X 0 EX III EX EX EX EX EX EX EX EX 3 23 - - EX EX 9 2 - - - EX EX 898 EX 12 EX EX _ 270 EX _ _ EX - EX EX EX EXISTING POLE TO REMAIN. ADD NEW VEHICLE 18 35 25 20 17 20 14 7 8 f0 2 9.2 3 7 13 0 0 270 0 10 8 8 HEADS TO EXISTING TENONS. ENGINEER LOGO: (4) - - 270 FOUNDATION PER WSDOT STD. PLAN J-20. 11-03 2 AUBURN WAYS 13+11.5 39.5' X 0 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q AUBURN WAY S EX EX X 0 EX III EX EX EX EX EX EX _ EX _ _ _ _ EX EX EX EX _ _ _ _ _ EX EX 921 EX 10 EX EX _ _ - _ _ _ - EX EX EX EXISTING POLE TO REMAIN. ADD NEW VEHICLE 18.5 35 42 31 19 38 10 9.2 9.2 9.2 7.5 0 0 11 9 9 HEADS TO EXISTING TENONS. T E N W ® AUBURN WAYS 13+26.5 37.0' X 0 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 - - 0 - - - - FOUNDATION PER WSDOT STD. PLAN J-21.10-04 OF o-an poJalioa Eaemaenae rvo hWost SO F ST SE 03+49.0 46.0' X 0 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 270 - - 0 - - - - FOUNDATION PER WSDOT STD. PLAN J-21.10-04 © F ST SE 03+48.0 33.5' X 0 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - 135 90 - - 0 - - - - FOUNDATION PER WSDOT STD. PLAN J-21. 10-04 O7 AUBURN WAY S 12+07.5 38.5' X 0 I - - - - - - - - - - I - - - - - - - - - - - - - - - - - 270 - 0 - - - - FOUNDATION PER WSDOT STD. PLAN J-21.10-04 EX EX EX EX _ EX EX _ EX 22 9.2 EX _ EX 7.5 _ _ 7.5 EX EX EX _ _ _ _ _ EX EX EX ® AUBURN WAYS EX EX X 0 EX I11 EX 18 35 55 43 51 46 32 39 10 6 9.2 7.5 8 5 13 EX 2137 EX 16 90 90 - - 15 11 11 EXISTING POLE TO REMAIN. 9O AUBURN WAY S EX EX X 0 X PPB - - - - - - - - - - - - - - - - - - - - - - - - - - - EX - - - - - - AMERCC 90 - EXISTING POLE TO REMAIN. EX EX EX EX EX _ EX _ _ EX 9.2 EX EX - EX EX f032 EX i6 EX EX EX EX EX EX EX EX EX EX EXISTING POLE TO REMAIN. ADD NEW VEHICLE REAL ESDUM ' AUBURN WAYS EX EX X 0 EX 11/ EX 18 35 45 35 24 31 21 1 9.2 9.2 7.5 0 180 ISO 270 9 9CONSTRUCTION DEPARTMENT F ST SE EX EX X 0 X PPB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING POLE TO REMAIN. 2727 NORTH CEMRAL AVENUE PHOENIX, ARIZONA 850M (1) INSTALL NEW VEHICLE SIGNAL HEAD ON EXISTING TENON AT 45' OFFSET. P: (602) 263-6502 (2) INSTALL NEW VEHICLE HEAD ON EXISTING TENON AT 25' OFFSET. (3) INSTALL NEW VEHICLE HEAD ON EXISTING TENON AT 17' OFFSET. SITE ADDRESS: (4) NOT APPLICABLE, PEDESTRIAN SIGNAL HEAD SHALL USE TYPE "D" TOP MOUNT. 1 1 U-HAUL OF SOUTH AUBURN RECORD NOTE 0412112025 a snAUBURNwYs (5) REMOVE EXISTING R3-5R SIGN AND REPLACE WITH NEW FI MOD SIGN. AUBURN, WA 98002 THESE RECORD DRAWINGS HAVE BEEN PREPARED U (6) REMOVE EXISTING 4-SECTION VEHICLE HEAD AND REPLACE WITH A 3-SECTION VEHICLE HEAD. MOUNT NEW VEHICLE SIGNAL HEAD ON EXISTING TENON. BASED ON INFORMATION SUBMITTED, IN PART, BY SHEET CONTENTS: OTHERS. WHILE THIS INFORMATION IS BELIEVED Ul (7) REMOVE EXISTING RIO-12 MOD SIGN AND REPLACE WITH NEW R3-6 MOD SIGN. TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE a TRAFFIC FOR ITS ACCURACY, OR ERROR OR OMISSIONS N (8) MOUNT NEW VEHICLE SIGNAL HEAD ON NEW ASTRO BRAG ON MAST ARM AT 3' OFFSET. WHICH MAY HAVE BEEN INCORPORATED INTO THIS I., SIGNAL DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN a PLAN (9) MOUNT NEW VEHICLE SIGNAL HEAD ON NEW ASTRO BRAG ON MAST ARM AT 32' OFFSET. INDEPENDENT VERIFICATION OF ITS ACCURACY I,1 BEFORE APPLYING IT FOR ANY PURPOSE. PROJECT REF: FAC22-0014 Of (1G)SHIFT EXISTING STREET NAME SIGN TO BE AT A 22' OFFSET IN ORDER TO STAY WITHIN WINDLOAD OF 2,137 CFT. 0 702043 THESE PLANS ARE APPROVED FOR CONFORMANCE U WITH THE CITY OF AUBURN'S ENGINEERING Of REQUIREMENTS. DRAWN: SSO18V S-�4 DEV REVIEW ENGINEER:_,:,L-o_ N Q CHECKED: EM$ AS- BUILT DATE: p DATE: 09114R023 N ® 702043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: ILLUMINATION CONSTRUCTION NOTES f CONSTRUCT FOUNDATION PER CITY OF AUBURN STANDARD DETAIL T-19.3. FURNISH AND INSTALL NEW POLE AND LUMINAIRE PER ILLUMINATION POLE SCHEDULE, THIS SHEET, AND CITY OF AUBURN DETAILS T-18.2, T-19.3, AND T-20.2. O EXISTING MAST ARM LIGHT TO REMAIN. PROTECT DURING CONSTRUCTION. OEXISTING PSE UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. COORDINATE WITH PSE TO REMOVE EXISTING LUMINAIRE AFTER NEW ILLUMINATION WIRING DIAGRAM LIGHTS ARE OPERATIONAL. OEXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW CONDUCTORS TO 4 EXISTING ILLUMINATION CONDUCTORS INSIDE EXISTING JUNCTION BOX PER CITY APPROVED METHOD. EXISTING SERVICE CABINET w OVERHEAD POWER, PHONE, AND COMMUNICATION LINES TO BE UNDERGROUNDED. ILEUM A F 5 SEE CIVIL PLANS FOR MORE DETAILS. LEUM B w 6 EXISTING SERVICE & CONTROLLER CABINET TO REMAIN. PROTECT DURING O CONSTRUCTION. O INSTALL NEW COMMUNICATION PULL BOX WITH NON-SKID LID PER WSDOT STD. 1 1 PLAN J-90. 10-03. AUBURN WAY S GENERAL NOTES 3 Lf L2 L 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF AUBURN DESIGN AND REVISIONS: CONSTRUCTION STANDARDS, UNLESS OTHERWISE NOTED. 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 8 3. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL TO THE SITE 'INN CITY INSPECTOR AT MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. MATERIALS WITHOUT CITY INSPECTOR APPROVAL SHALL NOT BE ALLOWED ON THE JOBSITE. N.T.S 4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. WIRING SCHEDULE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. 0 THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY IMMEDIATELY RACEWAY DET.CONDUIT MULE ILLUM EQUIP. CONDUIT ALLOW. UPON DAMAGE. N0. SIZE /8 GRND.* FILL FILL TAPE 6. ILLUMINATION CONDUIT TO SHARE TRENCH/CROSSING WITH OTHER UTILITIES WHERE Q 1 2' SCH40 PVC E 2 i 0.17 0.86 POSSIBLE AND AS APPROVED BY THE CITY, TYP. COORDINATE TRENCH SHARING WITH THE GENERAL CONTRACTOR. a 2 2' SCH80 PVC 2 i 0.17 0.75 F 3 3' SCH40 PVC COMM SPARE 1 --- 0.86 7. CONTACT THE CITY OF AUBURN (253-931-3010) FOR INSPECTION AS NECESSARY. 8. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM m 3 ` 4 / THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE v / UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS \ \ / TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL \ U1 / \ fl- ,� / POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH - \ 2 A � \'P/{y � // SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT \ l Q \ c / THERE IS A MINIMUM f0-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER\ 3 / L P U PLACEMENT. � / > ADDITIONAL D CLEARANCE MAY D BE REQUIRED PASS DIRECTED BY THE UTILITY. THE n CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. _ \ - - - _ __ -�T_/- g M O - - - - - - - - - - - - cR/W FJEX ] / PROFESSIONAL SEAL: - - I � F ILLUMINATION LEGEND / f" � oo� - - - _ - i< 17 --- B00- 18 0 �XLSj, kY DESCRIPTION _ _ AUBURN WAY S (SR 164) ® El e m JUNCTION BOX TYPE 1,2,8 9 Rcu ° . -� _�EX R W---- -----�_ ----- _ _ _ _ _ _ JJ SIGNAL POLE TYPE 111 _---____ __ 0 I � _--- ---- - - - -- -- ------ -- - _ _ _ ----- ------ - ----- - - -- - _ - _ - -- - _ - -- _ _- .. ___ - ". LIGHT STANDARD 09-1�2023 0 PROP R W PROP R X R e c E < UTILITY POLE MOUNTED 5 3 ?t)y LUMINAIRE ENGINEER LOGO: o UTILITY POLE CONDUIT/CONDUCTOR ,.- A 2 , 1 � , ® Z 3 L R� q& TENW \\ 2 \ - J\ I 1 I CONSTRUCTION NOTE Tfansporfallon Eng gNcrINWe9 4 DD 04t50 ® // Y -F \/ LUMINAIRE POLE NUMBER SITE / �� / //7/ ���,3 Q WIRE NOTE ...,. a,.,�: ® ANDBCONTRO RER CABINET I TA COMMUNICATION PULL BOX RECORD NOTE 0412112025 AMERCQ. THESE RECORD DRAWINGS HAVE BEEN PREPARED REAT' BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED CONSTRUCTION DEPARTMENT TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE 2727 NORTH CDPRAL AVENUE FOR ITS ACCURACY, OR ERROR OR OMISSIONS PHOENIX, ARIZONA B5004 WHICH MAY HAVE BEEN INCORPORATED INTO THIS ILLUMINATION POLE SCHEDULE DOCUMENT AS A RESULT. THOSE RELYING ON LUM. TARGE P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN POLE STREET STATION OFFSET MOUNT. ARM VOLTAGE LUMINAIRE TYPE - WATTS/ POLE BASE SERVICE/ COMMENT CALCULATION SUMMARY ACTUAL INDEPENDENT VERIFICATION OF ITS ACCURACY NAME HEIGHT LENGTH DISTRIBUTION TYPE TYPE TYPE CIRCUIT BEFORE APPLYING IT FOR ANY PURPOSE. N0. SITE ADDRESS: 0AUBURN WAYS 14+65.5 36.0' RT 35' 12' 240 LEOTEK 206/LED TAPERED FIXED ILEUM B FOUNDATION PER CITY OF AUBURN STANDARD DESIGN CRITERIA GCL2-80J-MV-40K-3R-GY-295-PCR7-WL ALUMINUM DETAIL T-19.3. MIN. AVG. MAX. Z U-HAUL OF SOUTH AUBURN O AUBURN WAY S 16+29.5 36.5' RT 35' 12' 240 LEOTEK 206/LED TAPERED FIXED ILEUM B FOUNDATION PER CITY OF AUBURN STANDARD MAINTAINED UNIFORMITY 4 GCL2-80J-MV-40K-3R-GY-295-PCR7-WL ALUMINUM DETAIL T-19.3. d 917 AUBURN WY © (AVG LEOTEK TAPERED FOUNDATION PER CITY OF AUBURN STANDARD CALCULATION AREA (FC) RATIO :2 AUBURN, WA 98002 AUBURN WAYS 17+86.0 36.5' RT 35' f2' 240 GCL2-80J-MV-40K-3R-GY-295-PCR7-WL 206/LED ALUMINUM FIXED ILEUM B DETAIL T-19.3. . /MIN.) p 15 60 U SHEET CONTENTS: AUBURN WAYS 1.40 3.00:f (PRINCIPAL ARTERIAL) 221 2.76:1 0 30 90 a ILLUMINATION AUBURN WAY S & F ST SE SCALE IN FEET w PLAN INTERSECTION 2. f0 3.00:f a (PRINCIPAL/LOCAL 4.60 2.88:1 I,J NON-RESIDENTIAL) PROJECT REF: FAC22-0014 CROSSWALK - 2.00 3.00:f co, 702043 SITE ACCESS (NEW THESE PLANS ARE APPROVED FOR CONFORMANCE CJ INTERSECTION LEG) 2.00 2.00:1 WITH THE CITYOFAUBURN'S ENGINEERING W REQUIREMENTS. : DRAWN: SSU/3Y DEV REVIEW ENGINEER:_,;, a0 CHECKED: EMS IL 01 AS- BUILT DATE: N DATE: 09/1412023 ® 702043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: EXISTING TYPE III SIGNAL POLE LUMINAIRE TO REMAIN HEIGHT = 35' EX ARM LENGTH = 14' EX LAMP = 206W LED EX FIXTURE = LEOTEK EX DISTRIBUITION = TYPE 111 EX EXISTING TYPE III SIGNAL POLE LUMINAIRE TO REMAIN HEIGHT = 35' EX ARM LENGTH = 14' EX LAMP = 206W LED EX FIXTURE = LEOTEK EX W DISTRIBUITION = TYPE III EX UI An PER CITY OF AUBURN ENGINEERING ESIGN STANDARD / THE UTILITY POLE MOUNTED LU N RE WAS NOT INCLUD w / REVISIONS: THE LIGHTING ANALYSIS. //// PER CITY OF AUBURN ENGINEERING DESIGN STANDARD 10.11.02, R THE UTILITY POLE MOUNTED LUMINAIRE WAS NOT INCLUDED IN THE LIGHTING ANALYSIS. i k K / AUBURN WAY 5 3 PROP R W EX RIM/ ® — — — — — — — — PROP R/W 3 PROP R/ SITE L ,\ QjtO 04t5Ox / EXISTING TYPE III SIGNAL POLE LUMINAIRE TO REMAIN HEIGHT = 35' EX PROFESSIONAL SEAL: ARM LENGTH = 14' EX LAMP = 206W LED EX FIXTURE = LEOTEK EX �• U. SFt. DISTRIBUI710N = TYPE 111 EX EXISTING TYPE III SIGNAL POLE LUMINAIRE TO REMAIN HEIGHT = 35' EX ARM LENGTH = 14' EX 'Aa'0win LAMP = 206W LED EX `1S` FIXTURE = LEOTEK EX DISTRIBUITION = TYPE III EX 09-141-2023 ILLUMINATION POLE SCHEDULE TARGE ILLUMINATION LEGEND CALCULATION SUMMARY ACTUAL EXIST. NEW DESCRIPTION ENGINEER LOGO: LUM. STREET MOUNT. ARM LUMINAIRE TYPE — WATTS/ POLE BASE SERVICE/ POLE STATION OFFSET VOLTAGE COMMENT NO. NAME HEIGHT LENGTH DISTRIBUTION TYPE TYPE TYPE CIRCUIT DESIGN CRITERIA � SIGNAL POLE TYPE 111 0 AUBURN WAY S 14+65.5 35.5' RT 35' 12' 240 LEOTEK 206/LED TAPERED FIXED ILLUM B FOUNDATION PER CITY OF AUBURN STANDARD MIN. AVG. MAX. 0— LIGHT STANDARD TEN W GCL2-8OJ—MV-4OK-3R-295—PCR7—WL ALUMINUM DETAIL T-19.3. MAINTAINED UNIFORMITY O AUBURN WAY S 16+29.5 36.0' RT 35' 12' 240 LEOTEK 206/LED TAPERED FIXED ILEUM B FOUNDATION PER CITY OF AUBURN STANDARD Fp RATIO UTILITY POLE MOUNTED rra�saorcmmo[�gmeen�q mm�wen GCL2-8OJ—MV-4OK-3R-295—PCR7—WL ALUMINUM DETAIL T-19.3. CALCULATION AREA ( ) © (AVG. /MIN.) LUMINAIRE AUBURN WAYS 17+86.0 36.0' RT 35' 12' 240 LEOTEK 206/LED TAPERED FIXED ILEUM B FOUNDATION PER CITY OF AUBURN STANDARDPE GCL2-80J—MV-4OK-3R-295—PCR7—WL ALUMINUM DETAIL T-19.3. AUBURN WAYS 1.40 3.00:1 O UTILITY POLE (PRINCIPAL ARTERIAL) 2 21 2 76:1 O CONSTRUCTION NOTE i AUBURN WAY S & F ST SE 0 INTERSECTION 2.10 3.00:1 LUMINAIRE POLE NUMBER 1 (PRINCIPAL/LOCAL 4.60 2.88:1 ® AND CONTROLLER RECORD NOTE 0412112025 NON—RESIDENTIAL) AMERCQ. THESE RECORD DRAWINGS HAVE BEEN PREPARED CROSSWALK — REAL BASED ON INFORMATION SUBMITTED, IN PART, BY SITE ACCESS (NEW 2.00 3.00:1 OTHERS. WHILE THIS INFORMATION IS BELIEVED INTERSECTION LEG) 2.00 2.00:1 CONSTRUCTION DEPARTMENT TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE 2727 NORTH CFNTIK AVFNUE FOR ITS ACCURACY, OR ERROR OR OMISSIONS PHOENIX, ARIZONA B5OD4 WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON P: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. SITE ADDRESS: } U-HAUL OF SOUTH AUBURN z 15 60 < 917 AUBURN WY 0 AUBURN, WA 98002 0 30 90 U SHEEF CONTENTS: SCALE IN FEET U1 a PHOTOMETRIC w CALCULATIONS J PROJECT REF: FAC22-0014 702043 THESE PLANS ARE APPROVED FOR CONFORMANCE U U WITH THE CITY OFAUBURN'S ENGINEERING Of REQUIREMENTS. w DEV REVIEW ENGINEER:_,;, swsaa.+e�^ a0 CHECKED: EM$ PC=01 AS- BUILT DATE: DATE: 09 iM2023 I �J ® 702043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES. ABBREVIATIONS GENERAL NOTES SHEET LIST ABV ABOVE OTY QUANTITY 1. PLANTING SHALL CONFORM TO ALL CITY OF AUBURN CODE REQUIREMENTS, INCLUDING ADJ ADJACENT QUAL QUALITY PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/TRIANGULAR AREAS. 10.0 COVER SHEET 11.0 PLANTING PLAN ALT ALTERNATE 2. CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 11.1 PLANTING DETAILS ALN ALIGN RAD/r RADIUS APPRX APPROXIMATE RD ROOF DRAIN 3. INSTALL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW AND 1.1.2 SHEET SPECIFICATIONS ARCH ARCHITECTURAL REBAR REINFORCING BAR RENOVATED LANDSCAPE AREAS. SEE SHEETS L2.0-1-2.2 FOR IRRIGATION, L2.0 IRRIGATION PLAN ASPH ASPHALT REF REFER OR REFERENCE L2.1 IRRIGATION DETAILS ASTM AMERICAN SOCIETY FOR TESTING AND REINF REINFORCED I REINFORCING 4. THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND L2.2 IRRIGATION SPECIFICATIONS MATERIALS REM REMOVE NOTES. REPL REPLACE 5. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY SIO BID-INFILTRATION READ REQUIRED PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL SM BENCH MARK REV REVISE/ REVISION NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR BLDG BUILDING ROW RIGHT-OF-WAY LINE SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS BO BY OTHERS AND ESTIMATING GROUNDCOVER QUANTITIES. SOT BOTTOM SCH SCHEDULE 6. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS CODE SUMMARY TABLE BS BOTH SIDES SO STORM DRAIN AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED SECT SECTION GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF CAL CALIPER SPEC SPECIFICATION ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND PERIMETER LANDSCAPING CODE CALCULATIONS CB CATCH BASIN SO SQUARE GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR CFCI CONTRACTOR FURNISHED SS SANITARY SEWER STAINLESS STEEL ARRIVAL AT THE SITE. CODE REFERENCE REQUIREMENT PROPOSED CONTRACTOR INSTALLED ST STONE 7. ALL NEW PLANTING AREAS SHALL RECEIVE F DEPTH AMENDED TOP SOIL FROM CEDAR GROVE OR CI CAST IRON STA STATION APPROVED ALTERNATE. SEE SHEET SPECIFICATIONS FOR MORE INFORMATION. PERIMETER (AMC 18.50.040(A)) CIPC CAST-IN-PLACE CONCRETE STD STANDARD BUFFER WIDTH: 18.50.040(A); 8. SEE SHEET LIA FOR PLANTING DETAILS. WEST PROPERTY LINE 10' BUFFER,TREES SPACED @ MATURE CJ CONTROL JOINT STL STEEL (ADJACENT TO RESIDENTIAL) PLANT SIZES AND SPACING: WIDTH DIAMETER 19 TREES REVISIONS. CL CENTERLINE SYM SYMMETRICAL 1&50.040(CX3) CLR CLEAR BHT SHEET 9. SEE SHEET LI.2 FOR SPECIFICATIONS. CMU CONCRETE MASONRY UNIT STRUCT STRUCTURAL BUFFER WIDTH: 18.50.040(A); CO CLEAN OUT SM/ SIDEWALK WEST PROPERTY LINE PLANT SIZES AND SPACING: NO BUFFER TREES REQ. NONE COL COLUMN GENERAL SYMBOLS LEGEND 18.50.040(c)(3) CONC CONCRETE T TREAD/THICK CONST CONSTRUCTION TC TOP OF CURB CONT CONTINUOUS TEMP TEMPORARY m m MATCHLINE BUFFER WIDTH: 18.50.040(A); CP COORDINATES POINT/CENTER POINT THK THICKNESS SOUTH PROPERTY LINE PLANT SIZES AND SPACING: NO BUFFER TREES REQ. NONE CTR CENTER TOC TOP OF CONCRETE PROJECT LIMIT LIMITS OF WORK 18.50.040(C)(3) TOS TOP OF SLAB/STEEL DBL DOUBLE TOW/TW TOP OF WALL - - PROPERTY LINE/RIGHT-OF-WAY DBH DIAMETER AT BREAST HEIGHT TYP TYPICAL FRONTAGE (AMC 18.50.010(A)) DEMO DEMOLISH/ DEMOLITION BUILDING SETBACK BUFFER WIDTH: 18.50.040(A); 6' BUFFER, TREES SPACED @ MATURE W UNO UNLESS NOTED OTHERWISE NORTH EAST PROPERTY LINE PLANT SIZES AND SPACING: WIDTH DIAMETER WHERE UTILITIES, 15 TREES DIET DETAIL — CENTER LINE (ADJACENT TO STREET) 18.50.040(CX3); EDS PLACEMENT: LIGHT POLES AND SIGHT DISTANCE p CIA DIAMETER 10.09.02, 10.02.09, 10.05.05 ALLOW I DIM DIMENSION V VENT VOLT/VALVE OVERHEAD BUILDING OR CANOPY DS DOWNSPOUT (V) VERIFY DWG DRAWING VERT VERTICAL 0j VOL VOLUME m EJ EXPANSION JOINT XFMR TRANSFORMER EA EACH CODE REFERENCE REQUIREMENT PROPOSED G ELEC ELECTRICAL ELEV ELEVATION & AND LANDSCAPE COVERAGE ENCL ENCLOSURE ANGLE EDP EDGE OF PAVEMENT @ AT 18.50.040(A) 15% OF THE SITE 81,220 SF' 15% = 12,183 SF OF 16,991 SF OF LANDSCAPE EQUIP EQUIPMENT L CENTERLINE OVERALL SITE LANDSCAPE SHALL BE LANDSCAPED LANDSCAPE COVERAGE COVERAGE (21%) EW EACH WAY U PROPERTY LINEn EXIST EXISTING 0 DIAMETER GRAPHIC SYMBOLS LEGEND N ,� a m n m LAWN PLUS OR MINUS 18.50.040(C)(1)(a) SOD LAWN TO 13,257 SF LANDSCAPE X .2 = 2651 SF FBO FURNISHED BY OWNER M NUMBER ; �, LAWN BE NO MORE THAN 20% OF AWN MAX 1,292 SF SOD LAWN PROPOSED (9%) PROFESSIONPL SEAL: FDC FIRE DEPARTMENT CONNECTION AREA OF ENLARGEMENT REQUIRED PLANTING AREAS FG FINISH GRADE OF W AS rj FOC FACE OF CONCRETE 18.50.040(C)(2)(a) PLANTINGS TO 50% MIN. NATIVEJADAPTED TREES; 50% 100% NATIVE I DROUGHT TOLERANT q�pPyG R.kprNG. FOW FACE OF WALL M M M NATIVE/ADAPTED SPECIES BE 50% MIN NATIVE OR ADAPTED MIN. NATIVEJADAPTED SHRUBS AND TREES, SHRUBS AND FS FINISHED SURFACE SPECIES GROUNDCOVER GROUNDCOVERS h FTG FOOTING FURN FURNITURE/ FURNISHED e DETAIL REFERENCE I' UU INTERIOR PARKING LOT 18.50. 7% MLANDSCAPEAREA 2678 SF(SURFACE PARKING STALLS) 17955F INTERIOR PARKING LOT v ,God , LANDSCAPING TO KI 7% MIN OF SURFACE 07= 188 SF LANDSCAPE AREA MIN. LANDSCAPE PROPOSED (67%) ZO r Oaf 4� GA GAUGE PARKING STALLS S PE A �V GALV GALVANIZED XX O 09/ ARO ELEVATION o9/14/2023 GC GENERAL CONTRACTOR 00 TREE RETENTION END GROUND (1) SIGNIFICANT TREE (30" DBH GV GATE VALVE DECIDUOUS TREE >4" DBH IN MAPLE)TO BE REMOVED. TREE IS CONSULTANT LOGO: SIGNIFICANT TREE TO XX SECTION 18.50E RETAINED WITH SIGNIFICANT TREES REQUIRED PERIMETER LANDSCAPE NOT LOCATED IN A REQUIRED HOR HORIZONTAL 00 AREA. AREAS DEVOTED TO UTILITIES PERIMETER LANDSCAPE AREA AND HR HOUR EXCEPTIONS MAY BE EXEMPT FROM REQUIREMENT. IS IN CONFLICT WITH A PROPOSED 0 HT/H HEIGHT/HIGH ALIGN WATER LINE. ff HVAC HEATING, VENTILATING 8 AIR CONDITIONING /� ALIGN (FACES OR EDGES) AWA ID INSIDE DIAMETER , ` O INCL INCLUDING TAG O Mn•san INFO INFORMATION /rl BREAK LINE me•sawre•*wanes INT INTERIOR 1200mn A,mmie sum Reza seems.wAssm1 AB&1]USa IldA131ID,u mmMYam v,a MAS MASONRY 0 REVISION NUMBER MAT MATERIAL AMERCQ MAX MAXIMUM J/�-�\ RECORD NOTE aazinozs MECH MECHANICAL / I THESE RECORD DRAWINGS HAVE BEEN PREPARED RRALESIIKL80O11�l1NY MED MEDIUM �fWl( REVISION CLOUD BASED ON INFORMATION SUBMITTED, IN PART, BY MET/MTL METAL OTHERS. WHILE THIS INFORMATION IS BELIEVED MFR MANUFACTURER TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE CONSTRUCTION DEPARTMENT FOR ITS ACCURACY, OR ERROR OR OMISSIONS 727 NORTH CENTRAL AVENU MH MANHOLE WHICH MAY HAVE BEEN INCORPORATED INTO THIS PHOENIX, ARIZONA 85004 MIN MINUMUM DOCUMENT AS A RESULT. THOSE RELYING ON PH: (602) 263-6502 MISC MISCELLANEOUS THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY MIX MIXTURE BEFORE APPLYING IT FOR ANY PURPOSE. SITE ADDRESS: N NORTH U-Haul MoAng 8 Storage N/A NOT APPLICABLE of South Auburn NIC NOT IN CONTRACT 917 Auburn Way S Z Auburn.WA N002 NO NUMBER d NOM NOMINAL NTS NOT TO SCALE 0 SHEETCONTENB : LANDSCAPE OC ON CENTER ¢ COVER OD OUTSIDE DIAMETER OH OVERHEAD PROJECT REF:_FAC22-0014 SHEET J PA PLANTING AREA THESE PLANS ARE APPROVED FOR CONFORMANCE u� PC PORTLAND CEMENT/PRECAST CONCRETE WITH THE CITY OF AUBURN'S REQUIREMENTS. O LO.O PL PROPERTY LINE POLY POLYETHYLENE c zozz.oz.rz PT PRESSURE TREATED DEV REVIEW ENGINEER: - - 2 DRAWN : EH Q PVC POLYVINYL CHLORIDE DATE: CHECKED. MS/1F AS- BUILT o DATE 2g23-09-14 N © 702043 At D AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMONNAME CONT CAL./HT. DROUGHT TOLERANT NATIVE TYPE 0+[/'�'�,] ME 4 MAGNOLIA GRAN TBBB DIFLORA'LITTLE GEM' LITTLE GEM DWARF SOUTHERN MAGNOLIA CON 4' H. MIN. V N EVERGREEN ` - ' PV 12 PARROTIA PERSICA'VANESSA' VANESSA PERSIAN PARROTIA 1.5" CALMIN. Y V SIGHT DISTANCE LIMIT PER 2022EDS `�JJ 05. SEE DRIVEWAY DEVIATION RESTORE ALL DISTURBED �^ Pp 75 PICEA OMORIKA'PENDULA BRUNS' PENDULA SERBIAN SPRUCE CONT/B&B 4' H. MIN, V N EVERGREEN (DEV (DEV22-0032)REQUEST EXHIBITS. AREAS TO EXISTING CONDITION OR BETTER, „ TYP. SHRUBS CODE QTV BOTANICAL NAME COMMONNAME CONT HEIGHT DROUGHT TOLERANT NATIVE TYPE AH 3 ANEMONE X HYBRIDA'HONORINE JOBERT HONORINE JOBERT JAPANESE ANEMONE 2GAL V N DECIDUOUS /_tom y Q CW 41 CORNUS SERICEA'KELSEYI' KELSEYI DWARF RED-OSIER DOGWOOD 2GAL IT H. MIN. V Y DECIDUOUS G U 52 ILEX CRENATA'CONVEXA' JAPANESE HOLLY 2 GAL 36" H. MIN. V N EVERGREEN REVISIONS: * F '\�°� ` O' KJ 2 KERRIA JAPONICA'VARIEGATA' VARIEGATED DWARF JAPANESE KERRIA 2GAL 18' H. MIN. V N DECIDUOUS \ \ 9 MA 112 MAHONIAAQUIFOLIUM OREGON GRAPE 2GAL IT H. MIN. V V EVERGREEN h 0 g ` ' t% 6 'O NO 35 NANDINA DOMESTICA'GULF STREAM'TM GULF STREAM HEAVENLY BAMBOO 2GAL IT H. MIN. V N DECIDUOUS -\ L7 1 ROOT BARRIER, TYP. AT w SIDEWALK PER EDS — — 10.09.02 ® PIE35 PRUNUS LAUROCERASUS'MOUNT VERNON' MOUNT VERNON ENGLISH LAUREL 2 GAL IF H. MIN. V V EVERGREEN - SHRUBS IN SIGHT DISTANCE LIMIT TO BE MAINTAINED AT A MAXIMUM O RV 8 RHAPHIOLEPIS UMBELLATA'MINOR' DWARF VEDDA HAWTHORN 2GAL 36" H. MIN, V N EVERGREEN HEIGHT OF 30 INCHES. .� i PARKING / Z PARKING LOT TREE OMITTED DUE �+ RO 6 ROSMARINUS OFFICINALIS ROSEMARY 2 GAL IT H. MIN. Y N DECIDUOUS O w \ TO WATER LINE AND EXISTING 3 s; SIGN TO REMAIN SJ 86 SPIRAEA JAPONICA'WALBUMA' MAGIC CARPET SPIREA 2GAL IT H. MIN. V N DECIDUOUS F � SyQ . • a 0 6� GROUND COVERS CODE QTV BOTANICAL NAME COMMONNAME CONT HEIGHT DROUGHT TOLERANT NATIVE TYPE SPACING m TRUCK a a PARKING PARKING TREES OMITTED DUE TO O p LIGHT POLE CLEARANCE AU 3.226 'ARCTOSTAPHYLOS UVA-URSI 'KINNIKINNICK 1 GAL V Y EVERGREEN 24"ox. . OUTILITY, SEE ® , '. PER EDS 10,09.02 CIVIL. +` GM 243 'GERANIUM X 'GERWAT 'ROZANNE GERANIUM 1GAL V N DECIDUOUS 24"ox. • .jr FOCAL RE 'r as P�LANTING (PER '�. HVAC UNITS, TYP. AMC 19.5RC.1.b) SEE ARCH. w v1 Y b m n m FC 374 FRAGARIA CHILOENSIS BEACH STRAWBERRY iGAL Y V EVERGREEN 24"o.c. PROFESSIONAL SEAL. TH 1,292 SF TURF SOD DROUGHT TOLERANT FESCUE BLEND - 4F'�Vo O R SkiarN "RECOMMEND EXCEEDING MAX SPACING. SEE NOTE 1. RESIDENTIAL] DN 9G oy PROPOSED BUILDING °:° �'0 9` TREES OMITTED DUE TO 09/14/2023 sOG LIGHT POLE CLEARANCE NOTES • Ffi Ty PER EDS 10.09.02 CONSULTANT LOGO: *++' SHRUBS IN SIGHT DISTANCE LIMIT 1. RECOMMEND EXCEED MAX SPACING OF IT PER 10.09.032022 Y 1 . . . . . . . ; CITY OF AUBURN ENGINEERING DESIGN STANDARD FOR ■ TO BE MAINTAINED AT A MAXIMUM PLANTS IN SCHEDULE MARKED WITH '. SEE —S HEIGHT OF 30 INCHES. SEE ARCS BUILDI , ® Imo- ® **«®*** https://w .gardenia.neVplanUamtosWphylw-uva-umi-bearberry and �_ SEE ARCH. s+ https://sanlafebofanicalgaMen.orglaugust-2013/and � + . https:/A .perennials.mm/plantstfmgaria-chiloensis.htmi 2. SEE SHEET LI.I FOR PLANTING DETAILS O© � 3. SEE SHEET L1.2 FOR PLANTING SPECIFICATIONS LOADING AREA, SEE ARCH. VEHICULAR SIGHT DISTANCE 4. SEE SHEET 12.0.12.2 FOR IRRIGATION — R - — - - — R — — _- _ — H — c\ TRIANGLE PER 2022 EDS 10.02.09. 5. SHRUBS IN SIGHT DISTANCE LIMIT TO BE MAINTAINED AT :AcoMA-sFArnF•svowws•mwlnss �+ Im O O O O O 0 \ \ •o \ \ SEE CIVIL EXHIBIT. MAXIMUM HEIGHT OF W INCHES. rMBw.nv m,�A MM • nmen Ar. wsm w . .m„we ________—___ A + \ < RECORD NOTE 04121/2025 Y LEGEND A.MERC� THESE RECORD DRAWINGS HAVE BEEN PREPARED F.+t I �iy \ �V BASED ON INFORMATION SUBMITTED, IN PART, BY —J '\ PROPERTY LINE/ RIGHT-OF-WAY REAL SSIXTB 00I4ff31NY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE 3 5 — ❑❑ O — TREES OMITTED DUE TO a CONSTRUCTION DEPARTMENT ( FOR ITS ACCURACY, OR ERROR OR OMISSIONS ❑ LIGHT POLE CLEARANCE ---- ROOT BARRIER 727 NORTH CENTRAL AVENU WHICH MAY HAVE BEEN INCORPORATED INTO THIS PROPOSED BUILDING ❑ \+ '+ PER EDS 10.09.02 L7.1 PHOENIX, ARIZONA 85004 DOCUMENT AS A RESULT. THOSE RELYING ON \ ❑ PH: (602) 263-6502 I THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN IF ❑ I INDEPENDENT VERIFICATION OF ITS ACCURACY _ 0 BEFORE APPLYING IT FOR ANY PURPOSE. I n * A v �� SITE ADDRESS: -- - _ X _ '1'p CV U-Haul Moving &Storage GATE, SEE CIVIL. I e. �\ of South Auburn }a Auburn. AWays PROPERTY LINE « u . . . . . . . . . _ � q ��a SHEETCONTENTS : HYDRANT, 1 LIGHT COMMERCIAL DISTRICT TYP. SEE CIVIL \ U /± _T EXISTING SIGNIFICANT MAPLE \�A Q PLANTING TO BE REMOVED. SEE CODE x- -` SUMMARY TABLE SHEET L0.0. PROJECT REF:_FAC22-0014 w PLAN J THESE PLANS ARE APPROVED FOR CONFORMANCE w WITH THE CITY OF AUBURN'S REQUIREMENTS. O L1 .0 GRAPHIC SCPLE U a 15 30 so PEST DEV REVIEW ENGINEER: DRAWN : EH DATE: a CHECKED: MS/rF AS- BUILT 1"=30FEET N p DATE'. 2023-09-14 N © 7020G3 A1D AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: NOTES: AT TIME OF PLANTING, NOTE: O 1. TREES NOT PLANTED IN CONFORMANCE WITH THIS TRIM DAMAGED 1. TREES NOT PLANTED IN CONFORMANCE �4 DETAIL WILL BE REJECTED BY THE LANDSCAPE BRANCHES. WITH THIS DETAIL WILL BE REJECTED BY ARCHITECT. REPLACEMENT OF REJECTED TREES WILL THE LANDSCAPE ARCHITECT. BE DONE AT THE CONTRACTOR'S EXPENSE. REPLACEMENT OF REJECTED TREES �p aa__� t\C� STAKE TREE WITH WILL BE DONE AT THE CONTRACTOR'S O O�p s ODQ� °✓� 2. PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR q QO AFTER INSTALLATION. TWO SPREAD ACROSES EXPENSE. D ,` oa QQ oa40 �a Q Og QQ oO QO �Q Q Pg FROM EACH OTHER. AT TIME OF PLANTING, TRIM P�d,o QQ P�d� QQ DAMAGED BRANCHES. Q v ���0 O 0 �OJ 'a�� O C/ w a Ica g a °goT o �dm g °goA 0 APPROVED TREE TIE BQ DOo Ln we�� FOOTBALL 5 MATERIAL SET LOOSE FOOTBALL 5 O qYC✓/ 0 Po� "� 0 L7.1 TO ALLOW FOR L7.1 STAKE TREE WITH TWO TX2"X8' 3" MULCH. $OOP 07� g ADO �U g TRUNK GROWTH STAKES SPREAD ACROSS FROM NO MULCH AGAINST THE C ° EACH OTHER BASE OF THE PLANT 3" MULCH. NO MULCH AGAINST APPROVED TREE TIE MATERIAL = ' 3" MULCH. NO MULCH AGAINST TRUNK r TRUNK SET LOOSE TO ALLOW FOR / /�/. DRIVE STAKES AT TRUNK GROWTH BACKFILL WITH EXCAVATED SOIL / XN 3"4" HIGH WATERING RING FOOTBALL EDGE 3"4" HIGH WATERING RING DRIVE STAKES AT SCARIFY SIDES OF PLANTING PIT FOOTBALL EDGE REMOVE BURLAP FROM TOP SCARIFY SIDES OF PLANTING PIT _ �V/ AND SIDES OF ROOT BALL DOWN BACKFILL WITH EXISTING SOIL - / /\i/ BACKFILL WITH EXISTING SOIL INTO GROUND. SET TOP OF BALL SCARIFY SIDES OF DRIVE STAKES 6" 2" � FLUSH WITH FINISH GRADE, DO NOT DISTURB SUBGRADE BELOW INTO UNDISTURBEED DO NOT DISTURB SUBGRADE \ / � � PLANTING PIT SOIL BELOW BELOW ROOTBALL TO REDUCE / /� LOOSEN/ PULL OUT ROOTS FOOTBALL TO REDUCE SETTLING. 3X ROOTBALL FOOTBALL SETTLING. DRIVE STAKES 6"-12" INTO FROM CONTAINER GROWN X ROOTBAL UNDISTURBED SOIL BELOW PLANTS 1 CONIFER TREE PLANTING W/ STAKE 2 DECIDUOUS TREE PLANTING W/STAKE ROOTBALL �1 SHRUB PLANTING REVISIONS' J 3l8'= 1'-0' 3i8"= 1w" P-3-_ NTS r- NOTES: NOTES: NOTE: GROUNDCOVER PLANTING PLAN 1. TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE 1. SEE PLANTING PLAN FOR LOCATIONS 1. ALL GROUNDCOVER TO BE PLANTED REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH. 2. INSTALL PER MANUFACTURER'S INSTRUCTIONS. AT EQUAL TRIANGULAR SPACING PER O O. 2. REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THE O.C. SPACING ON LEGEND. CONTRACTOR'S EXPENSE. 3. REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNK SPACING X .86 FOR O O O FLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLARE 3" DEPTH MULCH OVER TRIANGULAR PATTERN PRIOR TO PLANTING. PLANTING BED AREA 4. PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING. 12" MIN APPLY 2" DEPTH COMPOST z FROM CURB ? OVER PLANTING BED AND TRUNK FLARE US 24-2 ROOT BARRIER BY DEEP w o WORK INTO TOP 6"OF AS SPECIFIED BOTTOM OF TRUNK FLARE. ROOT OR EQUIVALENT. g LL TOPSOIL LOCATE BOTTOM OF TRUNK FLARE 1" MIN. HOLD 1/2'ABOVE FINISH GRADE w w z d+ ABOVE ADJACENT FINISH GRADE. io. A�VA�\ TOPSOIL. AMEND AS ❑ 4z_T, ADJACENT SDEWALK, SEE CIVIL w m W J SPECIFIED °? MULCH LOVER, HOLD OFF 3" OF MULCH. FROM TREE TRUNK w w �� V����/ /� �� �/ d NO MULCH AGAINST O LL \ \ BOTTOM 6" LIFT OF THE BASE OF THE FINISH GRADE \VAS a " y r VA �A VA �A �A VA A TOPSOIL. PLACE ON _ PREPARED SUBGRADE e �, V A A r4C" �/ - O O �/ �/ �/ �/ �/ G / / PLANT F2X o, a v —I - w¢ /�� V�� o - A V� VA A V� A AND TILL INTO SUBGRADE REMOVE WIRE BASKET(NO EXCEPTIONS AND ANV TO FORM TRANSITIONBACKFILL WITH o a / —I8 /�� " ' �� V`/ 1LAYER EXCAVATED SOIL. o n A ��� - //� / OTHER SYNTHETIC MATERIALWATER THOROUGHLY. + °+ � - -.. - / / FROM ROOTBALL CUT BACK III �I —I EXISTING SUBGRADE,AND REMOVE BURLAP FROM —III—III=III=TOP AND SIDE OF ROOTBALL. LOCATE ROOT BARRIER WITH SCARIFIED AS SPECIFIED SET BALL ON COMPACTED VERTICAL RIBS FACING TREE ANDROUGH GRADED TO Q n n a n u n w OOTBALL SAME PROFILE AS FINISH SOIL MOUND TO PREVENT ROOTS GRADE LESS DEPTH PROFESSIONAL SEAL: SETTLING. REQUIRED FOR TOPSOIL. 4 GROUNDCOVER PLANTING 5 ROOTBALL 6 ROOT BARRIER 7 SOIL PREPARATION OF W ASN/ 4k' P\G R.3kia NC 112 = V 0" P-3-UHA-66 1'= 1'-0" t 2" - 1' p" -1i-l ' 1" = 1'-0" P-3­UHA-09 P pP M fin l h u U ti Y 0 y 20S 2� p n310 Oq PE ARC 09/14/2023 CONSULTANT LOGO: J_ OAF Iml 12XMAMW.win,ozo SWROWAN101 1 RECORD NOTE 0412112025 AMERCOa THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY REAL ESRITE CQNPANY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE CONSTRUCTION DEPARTMENT FOR ITS ACCURACY, OR ERROR OR OMISSIONS 727 NORTH CENTRAL AVENU WHICH MAY HAVE BEEN INCORPORATED INTO THIS PHOENIX, ARIZONA 850D4 DOCUMENT AS A RESULT. THOSE RELYING ON PH: (602) 263-6502 THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. SITE ADDRESS: U-Haul Moving&Storage of South Auburn > 917 Auburn Way Za Auburn.WA 98002 a O SHEET CONTENTS : O w PLANTING PROJECT REF:_FAC22-0014 w DETAILS wQ THESE PLANS ARE APPROVED FOR CONFORMANCE Ili WITH THE CITY OF AUBURN'S REQUIREMENTS. O L1 .1 U DEV REVIEW ENGINEER: w � DRAWN : dEHC AS- BUILT DATE: CHECKED p DATE' 202 N ® 702043 A1D AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: PLANTING SPECIFICATION SPREAD REMAINDER OF TOPSOIL. 39. DELIVERY: DELIVER PLANTS AFTER PREPARATIONS FOR PLANTING SITE PREPARATION 22. SPREAD UNAMENDED SOIL TO TOTAL DEPTH REQUIRED TO MEET HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING 1. SEE CIVIL DRAWINGS FOR GRADING, AND UTILITY LOCATIONS AND FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF IS DELAYED MORE THAN SIX HOURS AFTER DELIVERY, SET PLANTS DIMENSIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET. AND TREES IN THEIR APPROPRIATE ASPECT (SUN, FILTERED SUN, CONFIRMING LOCATION OF ALL UTILITIES. CALL FOR UTILITY OR SHADE), PROTECT FROM WEATHER AND MECHANICAL DAMAGE, LOCATIONS PRIOR TO DEMOLITION. CONSULT WITH ARCHITECT 23. APPLY AND MIX TOPSOIL IN LIFTS NOT EXCEEDING 8 INCHES IN AND KEEP ROOTS MOIST. AND/OR GENERAL CONTRACTOR PRIOR TO DEMOLITION. LOOSE DEPTH FOR MATERIAL COMPACTED BY COMPACTION 2. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF EQUIPMENT, AND NOT MORE THAN 6 INCHES IN LOOSE DEPTH FOR 40. FIELD CONDITIONS: VERIFY ACTUAL GRADE ELEVATIONS, SERVICE ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. AND UTILITY LOCATIONS, IRRIGATION SYSTEM COMPONENTS, AND DOCUMENTED ON-SITE CONDITIONS. FAILURE TO NOTIFY THE DIMENSIONS OF PLANTINGS AND CONSTRUCTION CONTIGUOUS OWNER'S REPRESENTATIVE IN A TIMELY MANNER SHALL RESULT IN WITH NEW PLANTINGS BY FIELD MEASUREMENTS BEFORE CONTRACTOR ASSUMING RESPONSIBILITY FOR COSTS PROTECTION: PROCEEDING WITH PLANTING WORK. ASSOCIATED WITH ANY AND ALL REMEDIAL MEASURES REQUIRED. 24. IF PLANTING SOIL OR SUBGRADE IS OVERCOMPACTED, DISTURBED, 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO OR CONTAMINATED BY FOREIGN OR DELETERIOUS MATERIALS OR 41. PLANT MATERIAL: FURNISH NURSERY GROWN PLANTS TRUE TO ALL STATE AND/OR LOCAL CODES. LIQUIDS, REMOVE THE PLANTING SOIL AND CONTAMINATION, GENUS, SPECIES, VARIETY, CULTIVARS, STEM FORM, SHEARING, 4. CONTRACTOR SHALL INSTALL ALL PRODUCTS PER RESTORE THE SUBGRADE AS DIRECTED BY LANDSCAPE AND OTHER FEATURES INDICATED ON PLANT SCHEDULE WITH MANUFACTURERS SPECIFICATIONS. ARCHITECT AND REPLACE CONTAMINATED PLANTING SOIL WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR 5. IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY NEW PLANTING SOIL. ROOT PRUNING. PROVIDE WELL-SHAPED, FULL-BRANCHED, INFORM BUILDING REPRESENTATIVE AND OWNER'S HEALTHY, VIGOROUS STOCK, DENSELY FOLIATED WHEN IN LEAF REPRESENTATIVE AND REPAIR ANY DAMAGES. 25. REMOVE SURPLUS SOIL AND WASTE MATERIAL INCLUDING EXCESS AND FREE OF DISEASE, PESTS, EGGS, LARVAE AND DEFECTS SUCH 6. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CLEAN UP ALL SUBSOIL, UNSUITABLE MATERIALS, TRASH, AND DEBRIS AND AS KNOTS, SUN SCALD, INJURIES, ABRASIONS AND DEBRIS AND LEAVE SITE IN A NEAT AND ORGANIZED CONDITION LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY UNLESS DISFIGUREMENT. DAILY. CONTRACTOR SHALL CLEAN ADJACENT SURFACES DAILY AS OTHERWISE INDICATED. REVISIONS: NECESSARY (COORDINATE WITH GENERAL CONTRACTOR FOR 42. PRUNING: PRUNE, THIN, AND SHAPE TREES, SHRUBS AND VINES AS APPROVAL) DAILY. LAWN PREPARATION: DIRECTED BY LANDSCAPE ARCHITECT. 7. CONTRACTOR SHALL SUBMIT LANDSCAPE PROJECT SCHEDULE TO SOIL PREPARATION: LANDSCAPE ARCHITECT (L.A.), A MINIMUM OF 4 WEEKS PRIOR TO 43. LABELING: LABEL AT LEAST ONE PLANT OF EACH VARIETY, SIZE, START OF ANY LANDSCAPE WORK. 26. PROVIDE CERTIFICATION OF GRASS SEED FROM VENDOR FOR AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG EACH GRASS-SEED AND MIXTURE, STATING THE BOTANICAL AND BEARING LEGIBLE DESIGNATION OF COMMON NAME AND FULL BULK MATERIALS: COMMON NAME, PERCENTAGE BY WEIGHT OF EACH SPECIES AND SCIENTIFIC NAME, INCLUDING GENUS AND SPECIES. 8. DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES, VARIETY, AND PERCENTAGE OF PURITY, GERMINATION, AND WEED UTILITIES, WALKWAYS AND PAVEMENTS OR ON EXISTING TURF SEED. INCLUDE THE YEAR OF PRODUCTION AND DATE OF 44. IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF PLANTS AREAS OR PLANTS. PACKAGING. IS INDICATED ON THE THE DRAWINGS, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD, AND NUMBER THE LABELS TO 9. PROVIDE EROSION-CONTROL MEASURES TO PREVENT EROSION 2T PLANTING RESTRICTIONS: UNLESS OTHERWISE ALLOWED BY ASSURE SYMMETRY IN PLANTING. OR DISPLACEMENT OF BULK MATERIALS, DISCHARGE OF LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL APPLY SEED SOIL-BEARING WATER RUNOFF, AND AIRBORNE DUST REACHING DURING THE FOLLOWING PERIODS: PLANTING: Z ADJACENT PROPERTIES, WATER CONVEYANCE SYSTEMS, OR -APRIL 15 THROUGH JUNE 15 45. SET OUT AND SPACE GROUND COVER AND PLANTS OTHER THAN WALKWAYS. - SEPTEMBER 1 THROUGH OCTOBER 1 TREES, SHRUBS AND VINES AS INDICATED ON DRAWINGS IN EVEN q ROWS WITH TRIANGULAR SPACING. 10. DO NOT MOVE OR HANDLE MATERIALS WHEN THEY ARE 28. ESTABLISH FINE FINISH GRADES WITH EVEN SLOPES BETWEEN SATURATED OR FROZEN. ELEVATIONS INDICATED IN DRAWINGS. FINISHED GRADE SHALL BE 46. USE PLANTING SOIL FOR BACKFILL. SUCH THAT AFTER SUBSEQUENT TREATMENT THE PLANTED m PLANTING SOIL: GRADE WILL BE 1/2" INCH BELOW ADJOINING SURFACES, SUCH AS 47. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS. �y 11. LANDSCAPE AREAS SHALL BE DEEP TILLED TO A DEPTH OF AT WALKS, STEPS, DRIVES, PARKING LOTS, CONCRETE CURBS, AND 4 LEAST 12 INCHES TO FACILITATE DEEP WATER PENETRATION AND MOW STRIPS, UNLESS OTHERWISE INDICATED ON THE 48. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO SOIL OXYGENATION. DRAWINGS. LIGHTLY COMPACT THE SEEDBED WITH A ROLLER. COVER PLANT CROWNS WITH WET SOIL. 12. FOR ALL NEWLY LANDSCAPED AREAS, 4 CUBIC YARDS OF 29. BEFORE SEEDING, OBTAIN ARCHITECTS ACCEPTANCE OF FINISH 49. PROTECT PLANTS FROM HOT SUN AND WIND; REMOVE COMPOST PER 1,000 SQUARE FEET OF LANDSCAPE AREA SHALL BE GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE PROTECTION IF PLANTS SHOW EVIDENCE OF RECOVERY FROM INCORPORATED TO A DEPTH OF AT LEAST 4 INCHES INTO TOPSOIL. DISTURBED AFTER FINISH GRADING. TRANSPLANTING SHOCK. 30. MOISTEN PREPARED AREA BEFORE SEEDING IF SOIL IS DRY. 13. COMPOST SHALL BE COMPOST MULCH FROM CEDAR GROVE OR WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE REPAIR AND REPLACEMENT: APPROVED EQUAL. PLANTING. DO NOT CREATE MUDDY SOIL. 50. REPAIR OR REPLACE EXISTING OR NEW TREES AND OTHER PLANTS n n a n u n w THAT ARE DAMAGED BY CONSTRUCTION OPERATIONS, IN A 14. TOPSOIL SHALL BE ONE OF THE FOLLOWING, TESTED BY AN 31. IN ALL AREAS SHOWN IN PLANS TO RECEIVE SOIL PREPARATION MANNER APPROVED BY LANDSCAPE ARCHITECT. PROFESSIONAL SEAL: ACCREDITED SOIL TESTING FACILITY AND AMENDED BASED ON WITHIN THE DRIPLINES OF TREES TO REMAIN, CAREFULLY REMOVE THEIR RECOMMENDATIONS: SOD AND OTHER DEBRIS, LOOSEN, ANY COMPACTED SOIL BY CLEANING AND PROTECTION: OF W A SN/ 14.1. SANDY LOAM TOPSOIL FROM CEDAR GROVE OR APPROVED MEANS THAT WILL NOT DAMAGE TREE ROOTS, AND APPLY 51. DURING PLANTING, KEEP ADJACENT PAVING AND CONSTRUCTION 'A�PPIMR'kip EQUAL IN GROUNDCOVER, SHRUB AND TREE AREAS, SPECIFIED TOPSOIL TO A MAXIMUM DEPTH OF 2 INCHES TO MEET CLEAN AND WORK AREA IN AN ORDERLY CONDITION. ti u 14.2. TWO-WAY WINTER MIX FROM CEDAR GROVE OR APPROVED DESIRED GRADES AND PROVIDE A GROWING MEDIUM FOR NEWLY EQUAL IN LAWN AREAS, INSTALLED SEED. DO NOT SPREAD TOPSOIL USING HEAVY 52. REMOVE SURPLUS SOIL AND WASTE MATERIAL INCLUDING EXCESS 14.3. OR NATIVE STOCKPILED SOIL AMENDED TO SANDY LOAM, AND EQUIPMENT, ONLY HAND WORK IS ALLOWED WITHIN DRIPLINES OF SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS AND LEGALLY ti AS RECOMMENDED BY SOIL TEST, OR APPROVED BY EXISTING TREES TO REMAIN. DISPOSE OF THEM OFF OWNER'S PROPERTY. LANDSCAPE ARCHITECT SEEDING 53. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE `rQ tXP'03I OtYY 15. FOR ALL NEWLY LANDSCAPED AREAS, TOPSOIL SHALL BE SPREAD 32. PLANT SEED WITH BROADCAST OR DRILL SEEDER. SEED MAY BE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND APE AR TO A DEPTH OF 8" FOR LAWN AREAS OR 12" FOR SHRUB AND BROADCAST BY HAND FOR SMALL AREAS OR AREAS INACCESSIBLE TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND 09/14/2023 GROUNDCOVER AREAS. TO SEEDING EQUIPMENT. MAINTENANCE PERIODS. 33. DISTRIBUTE SEED UNIFORMLY AT RATES SPECIFIED BY SEED 54. AFTER INSTALLATION AND BEFORE SUBSTANTIAL COMPLETION, CONSULTANT LOGO: MULCHING. MANUFACTURER. SOW ONE-HALF THE SEED IN ONE DIRECTION, REMOVE NURSERY TAGS, NURSERY STAKES, TIE TAPE, WIRE, y■ 16. MULCH SHALL BE APPLIED TO ALL PLANTING AREAS. MULCHES AND SOW REMAINDER AT RIGHT ANGLES TO THE FIRST SOWING. BURLAP, AND OTHER DEBRIS FROM PLANT MATERIAL, PLANTING 1 SHALL BE APPLIED TO THE FOLLOWING DEPTHS: 3 INCHES OVER AREAS, AND PROJECT SITE. BARE SOIL, AND 21NCHES WHERE PLANT MATERIALS WILL COVER 34. PLANT GRASS SEED NO DEEPER THAN 118 INCH BELOW THE SOIL _ SURFACE. MAINTENANCE SERVICE: 17. MULCH TO BE FREE OF DELETERIOUS MATERIALS AND SUITABLE 55. LANDSCAPE CONTRACTOR SHALL PROVIDE MAINTENANCE BY AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF SKILLED EMPLOYEES OF LANDSCAPE INSTALLER AND MAINTAIN COMPOSTED AGED (MIN. 1 YEAR) FIR OR HEMLOCK BARK CHIPS PLANT MATERIAL OBSERVATION: THE PLANT MATERIAL, IRRIGATION SYSTEM AND KEEP PLANTED AND TO BE DARK (BLACK) IN COLOR. COMPOST MULCH TO BE 35. LANDSCAPE ARCHITECT MAY OBSERVE PLANT MATERIAL EITHER AREAS WEED FREE. BEGIN MAINTENANCE IMMEDIATELY AFTER WELL-COMPOSTED, STABLE AND WEED-FREE ORGANIC MATTER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING FOR PLANTS ARE INSTALLED AND CONTINUE UNTIL PLANTINGS ARE omen Arnw.win,uo SWRO WAvmm WITH ORGANIC MATTER COMPRISING 50 TO 60 PERCENT OF DRY COMPLIANCE WITH REQUIREMENTS FOR GENUS SPECIES, ACCEPTABLY HEALTHY AND WELL ESTABLISHED AND MUN23 m M26724N rW ..w•"=M WEIGHT. VARIETY, CULTIVAR, SIZE, AND QUALITY. LANDSCAPE ARCHITECT THROUGHOUT WARRANTY PERIOD. tMAY ALSO OBSERVE TREES AND SHRUBS FURTHER FOR SIZE AND ^NW ORD NOTE 04121/2025 18. TOP OF MULCH SHALL BE FLUSH WITH FINISH GRADES. DO NOT CONDITION OF ROOT SYSTEMS, PESTS, DISEASE SYMPTOMS, WARRANTYQMERCOPLACE MULCH WITHIN 2 INCHES OF TRUNKS OR STEMS. INJURIES AND LATENT DEFECTS AND MAY REJECT 56. INSTALLER AGREES TO REPAIR OR REPLACE PLANTINGS ANDRECORD DRAWINGS HAVE BEEN PREPARED UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING ACCESSORIES THAT FAIL IN MATERIALS, WORKMANSHIP, OR RAAT p$I=ONMYNy ON INFORMATION SUBMITTED, IN PART, BY PREPARATION: PROGRESS OF WORK. REMOVE REJECTED PLANTS IMMEDIATELY GROWTH WITHIN SPECIFIED WARRANTY PERIOD. WARRANTY S. WHILE THIS INFORMATION IS BELIEVED 19. CLEAN SOIL OF CONCRETE SLURRY, CONCRETE LAYERS OR FROM PROJECT SITE. PERIOD TO BE FOR 12 MONTHS FROM DATE OF UNTIL FINAL ELIABLE, AHBL, INC. IS NOT RESPONSIBLE CHUNKS, CEMENT, PLASTER, BUILDING DEBRIS, OILS, GASOLINE, ACCEPTANCE IS RECEIVED IN WRITING FROM THE OWNERS CONSTRUCTION DEPARTMENT ACCURACY, OR ERROR OR OMISSIONS 727 NORTH CENTRAL AVENUDIESEL FUEL, PAINT THINNER, TURPENTINE, TAR, ROOFING 36. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT REPRESENTATIVE.MAY HAVE BEEN INCORPORATED INTO THIS COMPOUND, ACID AND OTHER EXTRANEOUS MATERIALS THAT ARE BARK, BRANCHES AND ROOT SYSTEMS FROM SUN SCALD, DRYING, PHOENIX, 2) 263A 85004 ENT AS A RESULT. THOSE REEVING ON PH: (802) 263-8502 CORD DOCUMENT ARE ADVISED TO OBTAIN HARMFUL TO PLANT GROWTH. WIND BURN, SWEATING, WHIPPING, AND OTHER HANDLING AND NDENT VERIFICATION OF ITS ACCURACY TYING DAMAGE. PROVIDE PROTECTIVE COVERING OF PLANTS APPLYING IT FOR ANY PURPOSE. PLACING MANUFACTURED PLANTING TOPSOIL OVER EXPOSED DURING SHIPPING AND DELIVERY. NOTE: SEE SHEET L2.2 FOR IRRIGATION SPECIFICATIONS SUBGRADE: SITE ADDRESS: 20. TILL SUBGRADE TO A MINIMUM DEPTH OF 12" INCHES. REMOVE PREPARATION: U-Haul Moving&Storage STONES LARGER THAN 1-1/2 INCHES IN ANY DIMENSION AND 37. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND of South Auburn STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND OTHER FACILITIES AND TURF AREAS AND EXISTING PLANTS FROM } 917 Auburn Way S LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. DAMAGE CAUSED BY PLANTING OPERATIONS. Q Auburn.WA 98002 a 21. APPLY, ADD SOIL AMENDMENTS, AND MIX APPROXIMATELY HALF 38. LAYOUT PLANTS AT LOCATIONS DIRECTED BY PLAN. STAKE Q SHEET CONTENTS : THE THICKNESS OF TOPSOIL OVER PREPARED, LOOSENED LOCATIONS OF INDIVIDUAL TREES AND SHRUBS AND OUTLINE U SUBGRADE. MIX THOROUGHLY INTO TOP 4INCHES OF SUBGRADE. AREAS FOR MULTIPLE PLANTINGS. SHEET Q PROJECT BEE:_FAC22-0014 w PECIFICATION JQ THESE PLANS ARE APPROVED FOR CONFORMANCE Ili WITH THE CITY OF AUBURN'S REQUIREMENTS. O L1 .2 U BE DEV REVIEW ENGINEER- - 00;':°.:'.',,.". w DRAWN : EH Q AS- BUILT DATE: CHECKED M1F m p DATE' 2023-09-14 N No 702043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES, PRESERVE AND PROTECT EXISTING IRRIGATION, IF PRESENT VALVE SCHEDULE IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM DESIGN PSI PSI (rq POC PRECIP IN.ANEEK MIN.ANEEK GAL.NJEEK SYMBOL MANUFACTURERIMODEUDESCRIPTION PSI DETAIL 1 TORO 252-26 GLOBE 1-112" SHRUBSPRAY 21.91 30 51.7 1.39 in/h 0.7 31 679 TORO 570Z4P-PR-COM 8SERIES 2 TORO 252-26 GLOBE 1-1/2" SHRUBSPRAY 28.1 30 51.2 1.11 in/h 0.7 38 1,068 13 0 $ 4 v 0 TURF SPRAY,4" POP-UP, WITH BUILT IN-RISER PRESSURE 30 9/1-2.1 ,., 3 TORO 252-26 GLOBE 1-1/2" SHRUBSPRAY 26.4 30 51.2 1.011n/h 0.7 42 1,109 e T H TT TO F REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER 4 TORO 252-26 GLOBE 1-1/2" SHRUBSPRAY 25.05 30 50.8 1.311n/h 0.7 33 827 SEAL. 1/2" FEMALE-THREADED INLET. WITHCHECKVALVE. I 5 TORO 252-26 GLOBE 1" SHRUBSPRAY 33.21 30 55.9 1.561n/h 0.7 35 617 TORO 570Z41P-PR-COM ADJUSTABLE ARC 6 TORO 252-26 GLOBE 1-1/2" SHRUBSPRAY 20.85 30 47.7 1.35 in/h 0.7 32 667 ® [10 TURF SPRAY, W POP-UP, WITH BUILT IN-RISER PRESSURE 30 9/12.1 1 7 TORO 252-26 GLOBE 1-1/2" TURF SPRAY 17.48 30 48.8 1.65 in/h 1 34 1,006 E 10 12 rs REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER \ 8 TORO 252-26 GLOBE 1-1/2" TURF SPRAY 10.48 30 49.9 1.92 in1h 1 31 712 SEAL. 1/2" FEMALE-THREADED INLET. WITHCHECKVALVE. 9 TORO 252-26 GLOBE 1" SHRUBSPRAY 30.58 30 58.4 1.57 in1h 0.7 31 653 10 TORO 252-26 GLOBE 1-1/2" SHRUBSPRAY 27.05 30 52.4 1.72 inlT 0.7 25 830 TORO 570Z-12P-PR-COM 5 SERIES t0 \ 11 TORO 252-26 GLOBE 1-1/2" SHRUBSPRAY 19.61 30 53.4 1.3111 0.7 37 485 SHRUB SPRAY, 12" POP-UP, WITH BUILT IN-RISER E 12 TORO 252-26 GLOBE 1" SHRUBSPRAY 18.44 30 56.3 1.28 inlT 0.7 33 609 0 A H 7-1 TO PRESSURE REGULATOR. ALSO INCLUDES THE ZERO 30 9/12.1 402 9,261 FLUSH WIPER SEAL 1/2" FEMALE-THREADED INLET. WITH \ •Py CHECK VALVE. ''@ - - ---- TORO 570Z-12P-PR-COM 8 SERIES t•, ss _ SHRUB SPRAY, 12" POP-UP, WITH BUILT IN-RISER g` NOTES WATERING SCHEDULE NOTES 0 T H TF To PRESSURE REGULATOR. ALSO INCLUDES THE ZERO 30 9/ 2.1 1 w ----- FLUSH WIPER SEAL. 1/2" FEMALE-THREADED INLET. WITH 1. THE POINT OF CONNECTION LOCATION SHOWN 1. USE MINUTES PER WEEK IN THE TABLE ABOVE TO PROGRAM THE CONTROLLER. ADJUST BASED ON PLANT AND CHECK VALVE. \yew ON THIS PLAN IS APPROXIMATE. CONTRACTOR SOIL OBSERVATIONS. TORO 570Z-12P-PR-COM 10 SERIES $HALL COORDINATE LOCATION WITH OWNER IN ra I� SHRUB SPRAY, PR POP-UP, WITH BUILT IN-RISER 30 9/L2.1 THE FIELD PRIOR TO INSTALLATION. 2. USE CYCLE AND $OAK FUNCTIONS ANDIOR BREAK UP TIME INTO MULTIPLE WINDOWS AS REQUIRED TO a o s s ee HRUBSPRESSURE REGULATOR. ALSO INCLUDES THE ZERO 2. REPAIR LANDSCAPING AND EXISTING e T H TT To F /a IRRIGATION AT LIGHT AND CONTROLLER SEEDS. FLUSH RUNOFF AND MAINTAIN DESIRED MOISTURE LEVELS IN THE SOIL, ESPECIALLY FOR GERMINATING s .. \`•`1 FLUSH WIPER SEAL. 1/2" FEMALE-THREADED INLET. WITH s,it, \ LOCATIONS. CHECK VALVE. REVISIONS. 3. SEE SHEET L2.1 FOR IRRIGATION DETAILS 3. THESE AMOUNTS ARE BASED ON THE LEVEL OF WATERING TYPICALLY REQUIRED IN JULV FOR EACH ZONE, TORO 570Z-12P-PR.COM 12 SERIES Jll 1Y" \, \ 4 SPECIFICATIONS SEE SHEET L2.2 OR IRRIGATION BASED EVAPOTON SPECIES, LEVELS OF RANSPIRATION RATEOF 545" MAX.AND LOCATION RELATIVE TO THE BUILDING, WITH AJULY a T H (��• pRESSl1R REGULATOR.HRUB SPRAY, 12- ALSO NCLUDESTHE ZERO P, WITH BUILT IN-RISER 30 WL21 15 ;1 ��'`, FLUSH WIPER SEAL. 1/2" FEMALE-THREADED INLET. WITH } 1" 4. CONTROLLER TO BE PROGRAMMED TO USE ET INFORMATION TO MODIFY THESE BASE JULY LEVELS. IF CHECK VALVE. F 1Y4" 1•• 9 \, WEATHER CARD IS NOT SPECIFIED, USE CONTROLLER SETTINGS TO APPLY PERCENTAGE REDUCTIONS BASED TORO 570Z-12P-PR-COM 15 SERIES Q' 15 10.5 \ "'a• ON WESTERN WASHINGTON RECOMMENDATIONS: LU Y„ P\ \� d s s �a• SHRUB SPRAY, 12" POP-UP, WITH BUILT IN-RISER 30 9/12.1 JAN O°/u FEB: O% M1AR: 0%APR: O% MAV: 36% JUNE: ]0%JUL 100%AUG: ]9% SEP:40% OCT: O%0% DEC: O% o T H n To F PRESSURE REGULATOR. ALSO INCLUDES THE ZERO Q 1O 27.0 /3/a. _ ` a \;y \ FLUSH WIPER SEAL. 112" FEMALE-THREADED INLET. WITH d1Y2" 30.6 J ,•• iya" 5. ADJUST THESE VALUES AND FREQUENCY OF WATERING FOR ESTABLISHMENT PERIOD. CHECK VALVE. 1" 1Yd' \ TORO 570Z-12P-PR-COM 8 SERIES VAN ® ® 12 15 17 P 6. THESE VALUES ARE MEANT TO BE A STARTING POINT. ADJUST BASED ON OBSERVATIONS OF PLANT HEALTH. SHRUB SPRAY, 12" POP-UP, WITH BUILT IN-RISER 30 9/L2.1 1•• FLUSH WIPER REGULATOR. ALSO INCLUDES I ZERO .q 7. AFTER 3 YEARS, SOME NATIVE BEDS MAY NOT NEED IRRIGATION. CONSULT WITH SITE OWNERS TO DETERMINE a ro iz is n � r FLUSH WIPER SEAL. 1/2" FEMP.LE-THREADED INLET. WITH WATERING LEVELS. CHECK VALVE. pill O ® ,Y2" '/ 15 15 B. AFTER ESTABLISHMENT PERIOD, SOME TURFGRASS AREAS MAY NOT NEED IRRIGATION, IF THE SITE OWNERS TORO 570Z-12P-PR-COM SHRUB STRIP SPRAY Iai1 .p '� ARE OPEN TO ALLOWING THE GRASS TO GO DORMANT IN THE SUMMER. CONSULT WITH SITE OWNERS TO ® � SHRUB SPRAY, 12" POP-UP, WITH BUILT IN-RISER W 2• / DETERMINE WATERING LEVELS. ® °rsT O$T' esTsT PRESSURE REGULATOR. ALSO INCLUDES THE ZERO 30 v \ FLUSH WIPER SEAL. 1/2" FEMALE-THREADED INLET. WITHpippi p • r�/k \ 'rT, CHECK VALVE. m " tYY' �V . pill 1 SYMBOL MANUFACTURERIMODEUDESCRIPTION DETAILd p\ ' ro\ CRITICAL ANALYSIS /777/TTT/ 19.6 A� v ELECTRIC, RIC, l"GLOBE lYY' _ ELECTRIC, 1"AND 1NCL IN-LINE PLASTIC REMOTE 7/12.1 1Yy 1" Generated 2023-07-21 10:42 CONTROL VALVE. INCLUDES FLOW CONTROL. GLOBE 18. 12 I �'k\ P.O.C. NUMBER: 01 BODY CONFIGURATION. DEBRIS-RESISTANT VALVE. ip Water Source Information: Existing Meter, see RAIN BIRD 3-RC kN 1 1 civil. City of Auburn Public Works Department- Maintenance 0 3/4' BRASS QUICK-COUPLING VALVE, WITH 11/L2.1 as 1Y4^ 175 IRRIGATION EQUIPMENT and Operations at 253-931-3048: CORROSION-RESISTANT STAINLESS STEEL SPRING, ('t / SHOWN IN PAVEMENT FOR CLARITY. THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY. a ro a m so n m / I \ 1Y2 PLACE INSIDE LANDSCAPE BED FLOW AVAILABLE / Water Meter Size: 1" MATCO-NORCA 759 PROFESSIONPL SEAL: Y4•• 20'9 Flow Available 37.5 GPM BRASS SHUT OFF BALL VALVE, 1-112" SIZE. TWO PIECE 10/L2.1 / 12 �V A BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID F W A S PRESSURE AVAILABLE BRASS BALL, THREADED, WITH PTFE SEATS. SAME SIZE F.0 G R $¢N/N, ,Ya Ya„ \� Static Pressure at POC: 64 PSI AS MAINLINE PIPE. i \ Elevation Change: 5.00 fi TORO 220-26-01-1 o A TV` Service Line Size: 3" ® BRASS MASTER VALVE. WITH SPIKE GUARD SOLENOID. 5/L2.1 m Length of Service Line: 200 IN-LINE GLOBE BODY STYLE, \s Pressure Available: 62 PSI ® s/a" ="2%z'%" DRAIN VALVE 4112.1 �-1' � \ � DESIGN ANALYSIS 20 r o"`ry 4� PROPOSED BUILDING 1Y BE �'� \ Maximum Multi-valve Flow: 30 GPM SC FXp,03I �, Flow Available at POC: 37.5 GPM BF ZURN 350XL 1" 4IL2.1 q p E A,tO -°\ DOUBLE CHECK VALVE ASSEMBLY WI EZSWAP INSERT. M � Residual Flow Available: 7.5 GPM 09/14/2023 ^ V ' TORO TMC424E-OD-F WITH (01)TSM-8 (r P• Crucial Station: 9 12-STATION OUTDOOR CONTROLLER TO BE MOUNTED ON O \ Design Pressure: 30 PSI © PARAPET. CONFIRM LOCATION WITH OWNER 1/L2.1 CONSULTANT LOGO: 1 Yz' "' DCVA BACKFLOW 4 lip �\ Friction Loss: 3.26 PSI REPRESENATIVE. 4-BASE STATION MODEL WITH ONE ® ASSEMBLY L2,, 15 33.2 L_ \ Fittings Loss: 0.33 PSI &STATION EXPANSION MODULE. HIGH-SURGE, 7 ° 1' 1 \ \ Elevation Loss: O PSI FLOW-SENSING. f u - _ __ p• v °s\ � Loss through Valve: 7.15 PSI ,Yay y Pressure Req. at Critical Station: 40.7 PSI TORO TRS - _ / Loss for Fillings: 0.28 PSI WIRED RAIN SENSOR. MOUNT AS NOTED OR APPROVED, Y° 4 � � . Loss for Main Line: 2.84 PSI ® USE CONTROLLER POWER OR OPTIONAL TRANSFORMER. 4I12.1 1Y4 \ / Loss for POC to Valve Elevation: 0 PSI ADJUST RAIN SHUTOFF INDEX. NORMALLY-OPEN OR O + �/� Loss for Backilow: 5.06PSI NORMALLY-CLOSED. COMPATIBLE WITH MOST ` TACO MP•&E4TRE•BPgW1E4g1-CIPEB \ Loss for Master Valve: 4.22 PSI CONTROLLERS. \ /.A Loss for Water Meter: 5.3 PSI CAMEn A.e,."e SM 1120 seeme.wp \ Critical Station Pressure at POC: 58.4 PSI TORO TFS I-1/2" msaruvs,a +.. ` PLASTIC TEE. EFFECTIVE FLOW MONITORING, EVEN IN Pressure Available: 62 PSI FS FLOWS LESS THAN 5 GPM. COMPATIBLE WITH TORO AND 6/12.1 \ Residual Pressure Available: 3.56 PSI \ � COMPETITIVE CONTROLLERS. IMPELLER-BASED, PVC DESIGN. 1 WATER METER I" AMERCQ, O O O O ® \ RECORD NOTE 0 4/2112 0 2 5 a NEW METER, SEE CIVIL. CITY OF AUBURN PUBLIC WORKS REAL ESLUE COMPANY DEPARTMENT-MAINTENANCE AND OPERATIONS AT THESE RECORD DRAWINGS HAVE BEEN PREPARED 253.931-3048: CONSTRUCTION DEPARTMENT BASED ON INFORMATION SUBMITTED, IN PART, BY IRRIGATION LATERAL LINE: PVC SCHEDULE 40 3/1-2.1 727 NORTH CENTRAL AVENU 1 Yp•, , ARIZONA 85004 \ /r TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE -6502 1 \ /r \ WHICH MAY HAVE BEEN INCORPORATED IFOR ITS ACCURACY, OR ERROR OR NTTO THIS NS IRRIGATION MAINLINE: PVC SCHEDULE 40 3/L2.1 PH: (602) 263 1Yy ` \�\ '� THISDOC RECNT ORD DOCUMENT T. THOSEADVISED RELYING ON 219 1 I \\\ THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN PIPE SLEEVE: PVC SCHEDULE 40 3/1-2.1 SITE ADDRESS: INDEPENDENT 1 I \\\ \ VERIFICATION Y PURPOSEURACY -- U-Haul Modng 8 Storage Y2" BEFORE APPLYING IT FOR ANY veMe cauout of South Auburn `\\ rve'"�' } 917 Auburn Way U _ \ \ vzlw\ \ \ # # "nw, Q Aubum.WA98002 � V A + vans sure 0 SHEET COMEMS : PROPOSED BUILDING ❑ ` Q IRRIGATION R PROJECT REF: FAC22-0014 PLAN w `\ I 2 28.1 25.0 4 THESE PLANS ARE APPROVED FOR CONFORMANCE r ��` I 1 26.4 $ TV A �� WITH THE CITY OF ALBERNI REQUIREMENTS. O L2"0 - - z Y2 Q vc O 1Yy �� „ DEV REVIEW ENGINEER DRAWN : EH \ 1• O \ GRAPHIC aCNLE __ _ _ _ _ _ _ _ 1Y4^ 1YC" 0 1U 2ll 4U FEET Q - -- -- -- 5 � DATE,_�_ __ -_ _- _ - _ _ - - Ya• - - r - 1Y4' � 4 V'j^� CHECKED', MS/T PROPERTY LINE - - YY N t•=20 FEET p DATE 2023-L%J-14 N 702043 Al D AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: IRRIGATION SYSTEM DESIGN NOTES POINT OF CONNECTION NOTES CONTROLLER NOTES GENERAL IRRIGATION NOTES 1. WATER PURVEYOR: CITY OF AUBURN WATER DEPARTMENT, 1. CONTRACTOR SHALL VERIFY EXISTING STATIC PRESSURE IS 64 PSI AT THE METER AND 1. CONTROLLER: INSTALL NEW WALL MOUNTED CONTROLLER, CONFIRM LOCATIONS WITH 1. SEE L2.0 AND SPECIFICATIONS FOR ADDITIONAL NOTES. 1.1. CONTACT INFORMATION: 253-931-3038 SUBMIT WRITTEN VERIFICATION TO THE LANDSCAPE ARCHITECT. NOTIFY THE LANDSCAPE OWNER PRIOR TO INSTALLATION. 2. THIS DESIGN ADDS A NEW IRRIGATION SYSTEM FOR THE AREAS AFFECTED BY ARCHITECT OF DISCREPANCIES GREATER THAN 5 POUNDS OF DESIGN PRIOR TO 2. NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS CONSTRUCTION OF A NEW LIGHT COMMERCIAL SITE. INSTALLATION OF ANY IRRIGATION EQUIPMENT. I.I. PROVIDE 120V FROM ELECTRICAL SERVICE PER LOCAL UTILITY REQUIREMENTS AND APPROVED BY THE OWNER. APPLICABLE CODES. SEE ELECTRICAL PLAN FOR MORE INFORMATION. 1' IRRIGATION METER. . 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING IRRIGATION EQUIPMENT AND ZONES 2. 3 IRRIGATION LINES AND VALVES MAY BE SHOWN IN HARD SURFACE AREAS OR OUTSIDE IMPACTED THE CONSTRUCTION OF THIS PROJECT PRIOR TO CONSTRUCTION. PROVIDE 2.1. THE SYSTEM DESIGN IS BASED ON OPERATING 1 ZONE AT TIME USING A NEW 1.2. PROVIDE COMMUNICATION CONNECTION FROM CONTROLLER TO FLOW METER AND SHOP DRAWINGS INDICATING ZONE FLOW AND HEAD LOCATION OF AFFECTED ZONES AND IRRIGATION METER. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION. MASTER VALVE. LANDSCAPE AREAS FOR GRAPHIC CLARITY. LOCATE ALL IRRIGATION LINES IN LANDSCAPEAREAS OR IN SLEEVES UNDER PAVEMENT. HOW THE CONTRACTOR INTENDS TO ADJUST THE EXISTING SYSTEM TO ACCOMMODATE NEW ZONES. 3. COORDINATE METER SCOPE OF WORK WITH ALL APPLICABLE TRADES. 1.3. INSTALL CONTROLLER PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE 4. IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND GROUNDING PER MANUFACTURER'S REQUIREMENTS. SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. 4. IRRIGATION CONTRACTOR SHALL TIE INTO METER AND RUN PIPE TO BACKFLOW 1.4. PROGRAM CONTROLLER WITH TEMPORARY ESTABLISHMENT AND PERMANENT PREVENTER. WATERING SCHEDULE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, TESTS, AND 1.5. CONTROL WIRE SHALL BE INSTALLED IN 2" SCH. 40 ELECTRICAL CONDUIT AT INSPECTIONS REQUIRED FOR THE IRRIGATION SYSTEM. 5. NOTIFY THE OWNER IMMEDIATELY IF THE POINT OF CONNECTION ASSUMPTIONS MADE HERE HARDSCAPE CROSSINGS. DO NOT MATCH FIELD CONDITIONS. 6. CALL FOR LOCATES PRIOR TO DIGGING AT 811. CONTRACTOR IS RESPONSIBLE TO VERIFY 2. INSTALL SPARE CONTROL WIRE (ORANGE COLOR) FROM CONTROLLER TO FARTHEST VALVE. UTILITY LOCATIONS. IF UTILITIES ARE DAMAGED IN THE COURSE OF WORK, CONTRACTOR SHALL INFORM THE OWNER AND MAKE ANY REPAIRS REQUIRED, AT NO COST TO THE OWNER. 7. ALL SLEEVING SHALL BE MARKED, SEALED AND STAKED. ALL SLEEVES SHALL BE TWICE THE SIZE OF OF THE LINE OR COMBINED LINES. MINIMUM SLEEVE SIZE SHALL BE 4-INCHES IF LOCATED UNDER ROADWAY OR DRIVE AISLE. 8. COORDINATE SLEEVING LOCATIONS WITH ELECTRICAL CONDUIT. FRONT SECTION SIDE SECTION 9. SPLICE CONTROL WIRES WITHIN VALVE BOXES ONLY, USING 3M-DBY, OR APPROVED SPLICE ELEVATION ELEVATION LEGEND KITS, AND PROVIDE A 24" EXPANSION LOOP FOR ALL CONTROL WIRES WITHIN EACH VALVE BOX. O TORO TMC OUTDOOR KEEP WIRE SPLICES TO A MINIMUM. PROVIDE CLEAN WIRE CUTS WITH NEW SPLICE KITS AT ALL CONTROLLER O TORO TMC424 CONTROLLER PLANTING SIDE WALK PAVING VEHICULA VING OFINISH GRADE SPLICES INCLUDING ANY SPLICE THAT IS DISCONNECTED AND RECONNECTED FOR ANY REVISIONS'. ® MODEL NO.TMCd24-0D REASON OR PERIOD OF TIME. IB ®®® SEE IRRIGATION LEGEND O TORO TSMI OR TSM-8F FLOW MODULE. O PAVING, SEE CIVIL PLAN FOR MODEL DISPLAYED: TSM-8F _ _ 10, VALVE BOXES SHALL BE COMMERCIAL-GRADE POLYETHYLENE OR HOPE AND SUITABLE FOR 4 NUMBER OF STATIONS 2 O3 FLOW MODULE MAY BE INSTALLED IN ANY II- S O PLANTING SOIL LIGHT DUTY APPLICATIONS. SECURE IA WALL WITH MODULE SLOT I, II, OR III . UP TO THREE 4 85% DENSITY SOIL t APPROPRIATE • •O• ( ) -_III- - \/ /\/\y\ O 11. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING PRESSURE. FASTENERS. SEPARATE FLOW MODULES CONNECTED q // /?// // q 3 • TO THREE SEPARATE FLOW SENSORS MAY III-III=III - \\\\\\\ \\\\\ /� OS 95% COMPACTED STRUCTURAL FILL SEE VALVE SCHEDULE FOR OPERATING PSI. co Z 5 O 112 CONDUIT PER NEC P p p BE INSTALLED. iq -III _ 4 \�\ / S /\// // 6 LATERAL LINE 12. VERIFY AT LEAST A 15PSl DIFFERENCE BETWEEN PRS DEVICES. IF PRESSURE DIFFERENCES IS o / 3 3/4" FIELD OUTPUT WIRES ` 4 FLOW SENSOR III=III= /\ ��\ \\�\% O LESS THAN 15PSI, NOTIFY L.A. IMMEDIATELY. a - =III1 yv �� vv%v/ %vv 4 7 MAIN LINE SECURE IA WALL WITH ' V / /� / APPROPRIATE PIPE $ O BLACK WIRE TO NEGATIVE (-)ON FLOW ` 1- ��= 6 \\/\\ /\\/� 8 CONTROL WIRES 13. CONTRACTOR SHALL HAND TRENCH IRRIGATION DITCHES WHEN WITHIN 20 FEET, OR WITHIN A CLAMPS E MODULE � \ \ /\///�\/�/�\\ O DELINEATED ROOT PROTECTION ZONE, OF EXISTING TREES TO REMAIN. AVOID CUTTING ANY ti ----";� TRACER WIRE ROOTS OVER 3"-4" IN DIAMETER WITHIN THE ROOT PROTECTION ZONE. ® 1/2" CONDUIT FOR © RED WIRE TO POSITIVE (+)ON FLOW _ -' q'� - -- / AA/ / /� �\ O SENSOR WIRE 5 MODULE may- $ //?///\�//�/// 10 CLEAN SAND. TRENCHING BACKFILL TO BE 14, INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND'AS-BUILTS" z' j \ \ CLEAN IMPORTED SAND. FOR THE CREATION OF THE*RECORD DRAWINGS" OF THE INSTALLED SYSTEM. q 112" CONDUIT FOR REMOTE RECEIVER WIRE ' v -� _ 7 \�//��/\ 11 SLEEVE 15. CONTRACTOR SHALL PROVIDE IRRIGATION MAINTENANCE THROUGH THE PLANT \ ESTABLISHMENT PERIOD INCLUDING WINTERIZATION(S)AND SPRING START-UP(S). .F.I © FINISH GRADE 4 q• q �� �2 \\\\ ®\\ 12 ELECTRICAL SLEEVE 13 DIMESNIONS ARE MINIMUM CLEARNACES �m 10-DIAMETER VALVE BOX. 1 CONTROLLER TORO TMC-424 2 FLOW SENSOR WIRING TORO TMC-424 3 TRENCHING AND SLEEVING HEAD BRAND" HARAC ELID R N (�` , WITH T HIGH CHARACTERS. 0" 1" = 1' 0" 1 1/2'= V-0" an FINISH GRADE IN LAWN NOTES: w n a w u r m 9 10" ROUND VALVE BOX i O DCVA INSTALL PER LOCAL CODE, TO BE TESTED BY FINISH GRADE IN MULCH 1. PLACE 3-FEET OF EXTRA ITMAX PROFESSIONAL SEAL. FINISHED GRADE. CERTIFED TESTER AT COMPLETION. SEE SPEC WIRE IN VALVE BOX FOR a s" U .a.-yam ya - "' .t _ EASYSERVICING. n - _:k'': f.JR ram` < O PRY. SEE SPEC. .._. t^. . +J-a:? _ : te r.-, p,,,yam. ;+�?� " -:c+" r + `� 2. THERE MUST BE FREE, 5'ti7'mO3 QUICK COUPLER BLOW OUT vs ';:` to ? ^'� UNRESTRICTED PIPEUNION - FORATLEASTIO QUICK COUPLING VALVE AS Sr:f]'< BRASS UNION '-- ' ': 8• PIPE - DIAMETERS UPSTREAM BPECIFIED. AND 5 DIAMETERS WO STAINLESSSCH 80 NIPPLE, LENGTH AS RED. -Ly- 2' MIN. O MANUAL DRAIN VALVE / DOWNSTREAM OF THE o BOLT / STEEL CLAMPS. • © STOP WASTE VALVE VALVE DBRY SPLICE FLOW SENSOR. 6'DEEP LAYER OF 3l4' 4 BOXES CRUSHED ROCK. le �2 O ALL BRASS OR COPPER PIPE FROM METER TO MASTER VALVE TOGETHER MIN. 10x PIPE MIN. 5x PIPE OA °E ARC' 3- PVC SCHEDULE 30 09/14/2023 7 5 - f DIAMETER DIAMETER z ® TO MASTER VALVE ,-.`jxa, NIPPLE. 1/2'X36"GALV O PLASTIC VALVE BOX, SEE SPEC. STEEL PIPE. _ 6 - � �. • I CONSULTANT LOGO: BRASS SCH40PVC 8 - 10 10" ROUND VALVE BOX OVER 8" PIPE PIPE FITTING MAIN LINE THREE PVC SCH 80 ■ v.r - ELLS. 12"PVC SCHEDULE 80 11 DRAIN ROCK 2 CU. FT. PER VALVE BOX ALL BRASS PIPE FLOW SENSOR WASHED DRAIN ROCK NIPPLE. , AND FITTINGS J DO NOT ALLOW VALVE BOX TO REST ON PIPE FROM DCVA 13 ALL PIPE AND FITTINGS SAME SIZE AS DCVA O 2 CU. FT. WASHED DRAIN ROCK � DCVA BACKFLOW ASSEMBLY MASTER VALVE FLOW SENSOR QUICK COUPLER 1 7 7 • 12W su Awnw,wtr Iwo S e,WA 9N01 11/2"= 1'-0' � 11/2"= 1'-0' v 11/2"= 1'-0'TRUE UNION BALL VALVE NOTES: AMERCQ, REMOTE CONTROL VALVE 1. USE TEFLON TAPE FOR ALL MAIN LINE i THREADED FITTINGS, NO REAL ESEII CO VU9 AW FINISH GRADE IN LAWN 10" ROUND VALVE BOX PIPE DOPE 1 SPRAY NOZZLE, SEE SCHEDULE 2. KEEP MIN. 3"CLEARANCE FINISH GRADE AROUND VALVE ON ALL RECORD NOTE 04I21I2025 CONSTRUCTION DEPARTMENT IN PLANTING BED �•- -- - > _--y+rh 727 NORTH CENTRAL AVENU s y _ " v� '�'+ xa< SIDES. THESE RECORD DRAWINGS HAVE BEEN PREPARED PHOENIX, ARIZONA 85004 a 6" 12" 12' - . FINISH GRADE xr ,�y'A' 3. LEAVE EXTRA INS CONTROL BASED ON INFORMATION SUBMITTED, IN PART, BY PH: (802) 263-8502 3" 3" FILTER FABRIC, � s . >A WIRE COILED INSIDE VALVE OTHERS. WHILE THIS INFORMATION IS BELIEVED •+cT i7 WRAP UP ALL i POP-UP SPRINKLER, SEE SCHEDULE. BOX TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE <• - SIDES ABOVE 12 PIPE 4. USE DBR WATERPROOF FOR ITS ACCURACY, OR ERROR OR OMISSIONS USE BOTTOM INLET ONLY SITE ADDRESS: OPENINGS p CONNECTORS WHICH MAYDOCUMENT AS A RESEN ULT. THOSER TED RELYING THIS ' SWING ASSEMBLY. 8" MIN, 30" MAX. COIL 36" - DOCUMENT AS A RESULT. THOSE RELYING ON U-Haul Moving &Storage // LATERAL PIPE LENGTH. SPARE WIRE THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN of South Auburn `SCH 80 UNION RCV INDEPENDENT VERIFICATION OF ITS ACCURACY } 917 Auburn Way S 6X2X16 CONC. IV PVC SCH 40 TEE OR ELL SCH 80 a BEFORE APPLYING IT FOR ANY PURPOSE. Za Aubum.WA 98002 BLOCK, ONE PER UNIONS(2) CORNER (4 TOTAL) BOXES SHEEP CONTENTS: TYp, EDGE OF LAWN OR BED (J 2 CU. FT. WASHED Ud IRRIGATION DRAIN ROCK PCV LATERAL PIPE, SIZE PER PLAN F NOTES: EDGEOFPAVING NOTE: DETAILS 1. USE VALVE BOX W EXTENSIONS. SET 2"ABOVE GRADE IN SHRUBS, FLUSH IN NOTES: MAIN LINE - BRASS BALL VALVE PROJECT REF: -0014 w 1. CENTER BOX OVER VALVE TO FACILITATE REMOVAL 8 SERVICING. TURF 2. USE TEFLON TAPE FOR ALL THREADED FITTINGS, NO PIPE DOPE 1. SET HEADS PLUMB OR SQUARE TO THE SLOPE FULL PORTED 2.SET BOXES PARALLEL TO EACH OTHER 8 PERPENDICULAR TO BED EDGE. SAME SIZE AS PIPE 3. AVOID OVER-COMPACTION TO PREVENT DEFORMATION 8 COLLAPSE OF BOX. THESE PLANS ARE APPROVED FOR CONFORMANCE 3. KEEP MIN. 3" CLEARANCE AROUND VALVE ON ALL SIDES. 2. PLACE HEADS MIN 4" FROM EDGE OF PAVING WITH THE CITY OF AUBURN'S REQUIREMENTS. � e 4. LEAVE EXTRA 30'CONTROL WIRE COILED INSIDE VALVE BOX WASHED DRAIN ROCK 5. USE DEB WATERPROOF CONNECTORS 3. USE TEFLON TAPE AT ALL THREADED FITTINGS C) DEV REVIEW ENGINEER 00;':09''.',„„ w DRAWN : EH REMOTE CONTROL VALVE $ VALVE BOX INSTALLATION 9 POP-UP SPRAY HEAD ISOLATION VALVE a DATE: CHECKED: MS/1F 11/2"= 1'-0' 3/4'= 1'-0' ai-uMA-0S /e1 p DATE'. W23-09-14 N 0 702043 AID AS-BUILT DRAWING REDLINE- AHBL 4/21/2025 GENERAL NOTES: IRRIGATION SPECIFICATION, PER U-HAUL SECTION 02810 REGULATING MODULE. WIRING SHALL BE UL 14 DIRECT B. MINIMUM WATER COVERAGE: OF WATER AND INSTALL HEADS AFTER HYDROSTATIC TEST FURNISH TO OWNER A REPRODUCIBLE COPY OF AN BURIAL SOLID STRAND WIRE. B.1. TURF AREAS, 100% IS COMPLETED. AS-BUILT DRAWING OF ENTIRE SYSTEM SHOWING GENERAL B.S. OTHER PANTING AREAS, 90% SPRINKLER HEADS, VALVES, DRAINS, CONTROL AND I. CONTROLLER ASSEMBLIES: EXACT LOCATIONS OF D.1. INSTALL LAWN HEADS AT MANUFACTURER'S RECOMMENDED PIPELINES TO SCALE WITH DIMENSIONS WHERE REQUIRED. 1.01 WORK INCLUDED, BUT NOT LIMITED TO: SPRINKLER CONTROLLER SHALL BE AS DIRECTED BY 303 TRENCHING HEIGHTS. . OWNER'S REPRESENTATIVE. IRRIGATION CIRCUIT D.2. INSTALLS SHRUBBERY HEADS AT HEIGHTS INDICATED. 3.12 TOOLS, INSTRUCTION SHEETS,AND PARTS LISTS A. UNDER THIS SECTION THE CONTRACTOR SHALL FURNISH CONNECTIONS TO TIMER STATION SHALL BE IN D.3. LOCATE PART-CIRCLE HEADS TO MAINTAIN MINIMUM DISTANCE ALL LABOR, MATERIALS, AND EQUIPMENT TO INSTALL THE ACCORDANCE WITH DRAWINGS SUBMITTED OR AS A. TRENCHES: TRENCHES SHALL BE EXCAVATED SO THAT OF 4INCHES FROM WALLS AND 21NCHES FROM OTHER A. AFTER COMPLETION OF SYSTEM AND BEFORE FINAL IRRIGATION SYSTEM IN CONFORMANCE WITH REQUIRED DIRECTED BY THE OWNER'S REPRESENTATIVE. IRRIGATION LINES ARE INSTALLED WITH FOLLOWING BOUNDARIES, UNLESS OTHERWISE INDICATED. PAYMENT, CONTRACTOR SHALL PROVIDE TO OWNER ALL BY STATE AND LOCAL CODES. MINIMUM DEPTH FOR PIPE COVER: NECESSARY SPECIAL TOOLS FOR MAINTAINING SYSTEM. I.I. CONTROLLER SHALL HAVE NUMBER OF STATIONS AS E. DIELECTRIC PROTECTION: USE DIELECTRIC FITTINGS AT INSTRUCTION SHEETS AND PARTS LISTS COVERING ALL B. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN ALL LAWN REQUIRED. EACH STATION SHALL BE PROGRAMMABLE A.I. ALL POLYETHYLENE DISTRIBUTION PIPE- 12-INCH CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE OPERATING EQUIPMENT WILL BE BOUND INTO FOLDER AND AND PLANTING AREAS THROUGHOUT THE SITE TO OPERATE FROM 1 TO 90 MINUTES IN 1 MINUTE DEEP FOR SPRAY CIRCUITS AND 15-INCH DEEP FOR JOINED FURNISHED TO OWNER. IMPROVEMENTS. ALL AREAS TO RECEIVE IRRIGATION WILL INCREMENTS OR 10 MINUTES TO 9 HOURS ON ALL ROTOR POP-UPS. REQUIRE THE PLACEMENT OF SLEEVES UNDER THE STATIONS. A.2. ALL PVC DISTRIBUTION PIPE - 15-INCH DEEP. 3.13 MAINTENANCE, GUARANTEE AND WARRANTY PROPOSED ASPHALT OR CONCRETE SURFACES AS 1.2. DURING OPERATION, CONTROLLER SHALL PROVIDE A.S. ALL PVC LIVE MAINS - 18-INCH DEEP. 3.05 THRUST BLOCKS: INDICATED IN THE FOLLOWING SPECIFICATIONS. MONITORING READOUT INDICATING STATION IN AA ALL PIPING IN PLANT BEDS - 15-INCH DEEP. A. AFTER COMPLETION TESTING AND ACCEPTANCE OF ALLOWANCES SHALL BE INCLUDED FOR SLEEVES AND OPERATION AND TIME REMAINING. A.5. SLEEVES UNDER ALL DRIVEWAYS -24-INCH DEEP. A. PROVIDE CONCRETE THRUST BLOCKS ON THRUST SIDE OF SYSTEM, INSTRUCT OWNER IN OPERATION AND CONTROLLERS, IF BY OVERSIGHT THEY HAVE BEEN 1.3. CONTROLLER SHALL BE EQUIPPED WITH AN INTERNAL A.6. SLEEVES UNDER ALL SIDEWALKS- I2-INCH DEEP MIN. MAINLINE PIPE WHEREVER PIPE CHANGED DIRECTION AT MAINTENANCE OF SYSTEM. FOLLOWING ACCEPTANCE, OMITTED FROM THE LANDSCAPE PANS. TRANSFORMER TO CONVERT 120V POWER TO 24V TEES OR BENDS, OR DEAD ENDS, AND AT ANY OTHER THOROUGHLY FLUSH AND DRAIN SYSTEM FOR WINTER, POWER FOR SOLENOIDS. B. ALL PVC PIPING SHALL BE TRENCHED. POLYETHYLENE LOCATION WHERE THRUST IS TO BE EXPECTED. AND IN FOLLOWING SPRING, PUT SYSTEM INTO OPERATION 1.02 SUBMITTALS 1.4. IRRIGATION SYSTEM CONTROLLER SHALL BE DISTRIBUTION PIPE BE PULLED, IF PROPER DRAINAGE AT NO ADDITIONAL EXPENSE TO OWNER. CAPABLE OF FULLY AUTOMATIC OR MANUAL AND MINIMUM DEPTHH RE REQUIREMENTS ARE MAINTAINED. B. REFER TO PIPE MANUFACTURER'S RECOMMENDATION FOR REVISIONS' A. SHOP DRAWINGS INCLUDING PANS, SCHEMATIC OPERATION OF SYSTEM. CONTROLLER SHALL BE ILL TYPE AND METHODS OF THRUST BLOCKS.LISTED AND HOUSED IN HEAVY-DUTY MOLDED B. FOR PERIOD OF 1 YEAR FROM DATE OF FINAL DIAGRAMS, AND PRODUCT DATA SHEETS FOR ALL C POLYETHYLENE DISTRIBUTION PIPE MAY BE PULLED, WITH ACCEPTANCE WORK ON CONTRACT, PROMPTLY MATERIALS SHALL PROVIDED REGARDING SYSTEM PLASTIC .STIC OR METAL WEATHERPROOF LOCKABLE 3.08 HEAD AND VALVE INSTALLATION: FURNISH AND INSTALL, WITHOUT COST TO OWNER, ANY LAYOUT AND FUNCTION. SHOP DRAWINGS MUST BE CABINET. APPROVAL OF OWNER'S REPRESENTATIVE, IF PROPER AND ALL PARTS WHICH PROVE DEFECTIVE IN MATERIAL OR 1.5. CONTROLLER SHALL HAVE DUAL PROGRAMMING DRAINAGE AND MINIMUM DEPTH REQUIREMENTS ARE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO MAINTAINED. A. ALL IRRIGATION HEADS (SPRAYS AND SMALL ROTARIES WORKMANSHIP. INSTALLATION. CAPABILITIES FOR AWN AND SHRUB AREAS. USING LESS THAN 8 GPM) ON PVC LINES SHALL HAVE 1.6. CONTROLLER SHALL BE CAPABLE OF BEING D. TRENCH EXCAVATION IN EXCESS OF REQUIRED DEPTH ADJUSTABLE RISER ASSEMBLY (DOUBLE SWINGJOINT 1.03 TESTING OPERATED MANUALLY AT ANY GIVEN TIME. MANUAL RISER). SINGLE STATION OPERATION FOR PROGRAMMED SHALL HAVE BOTTOM GRADED AND TAMPED TO REQUIRED TIME OR NEW TIME SETTING SHALL BE POSSIBLE GRADIENT FOR PROPER DRAINAGE PRIOR TO ANY PIPE A. ALL WATER LINES SHALL BE TESTED AND IF PRESSURE WITHOUT AFFECTING ORIGINAL PROGRAM. PLACEMENT. B. ALL IRRIGATION HEADS, UNLESS OTHERWISE NOTED, DROP OCCURS, LEAKS SHALL BE REPAIRED AND RETESTED I.]. CONTROLLER SHALL HAVE SEASONAL ADJUST SHALL BE SET TO FINISH GROUND GRADE AND THREADED UNTIL APPROVED BY OWNER'S REPRESENTATIVE. ALL PIPE CONNECTIONS SHALL BE INSTALLED WRENCH-TIGHT MAINS SHALL BE FILLED WITH WATER SLOWLY SO AS TO SWITCH (25%-200%)AND RAIN DELAY FEATURE (1-4 E. WHERE TRENCHING OF PVC OR POLYETHYLENE PIPE LINES SO AS TO PREVENT HAND REMOVAL OF HEADS. PREVENT RAPID TEMPERATURE CHANGE AT SOLVENT DAYS)AND SHALL BE CAPABLE OF MEMORY IS NOT POSSIBLE BECAUSE OF ADVERSE SOIL CONDITIONS WELD CONNECTIONS. RETENTION WITHOUT BATTERIES. OR OBSTRUCTIONS, AND BACKHOE OPERATION IS iNil REQUIRED, PROVIDE LABOR, MATERIALS AND EQUIPMENT C. ALL HEADS MOUNTED ON RISERS (ABOVE GRADE) SHALL Z FOR THIS OPERATION, INCLUDING FULL TRENCH BE SECURED WITH PERMATEX OR APPROVED EPDXY -� 1.04 QUALITYASSURANCE: J. WIRING AND ELECTRICAL INSTALLATION: BACKFILLING WITH SAND IF REQUIRED IN OPINION OF CEMENT. OWNER'S REPRESENTATIVE. A. MANUFACTURER'S QUALIFICATIONS: PROVIDE JA. CONTRACTOR SHALL MAKE CONNECTIONS TO 3.07 BACKFILL: UNDERGROUND IRRIGATION SYSTEM AS A COMPLETE UNIT BUILDING ELECTRICAL SYSTEMS AS REQUIRED FOR PROPER OPERATION OF AUTOMATIC CONTROL F. WHERE SLEEVES ARE REQUIRED UNDER DRIVEWAYS AND m PRODUCED BY SINGLE ACCEPTABLE MANUFACTURER, SYSTEM. SIDEWALKS, THEY SHALL BE INSTALLED PRIOR TO OR IN A. BACKFILL MATERIAL SHALL BE SAND, FREE FROM ROCKS. INCLUDING HEADS, VALVES, CONTROLS AND J.2. WIRE CONNECTIONS TO REMOTE CONTROL ELECTRIC CONJUNCTION WITH THE DRIVEWAY OR SIDEWALK LARGE STONES, CLAY LUMPS OR OTHER UNSUITABLE EQ ACCESSORIES. VALVES AND SPLICES OF WIRE E FIELD SHALL C INSTALLATION. SLEEVES SHALL BE PLACED AT DEPTHS AS SUBSTANCES AND CARE SHALL BE TAKEN TO PREVENT ZZ MAKE USING SPLICES ESOF IRE IN EPDXY PACK E 3M INDICATED ABOVE OR AS DIRECTED BY OWNER'S SETTLING AND DAMAGE TO PIPE DURING AND AFTER PRODUCTS MAKE BURY SPLICE CEKITALOCK7m P XY REPRESENTATIVE. LOCATION OF SLEEVES SHALL BE BACKFILLING OPERATIONS. WHEN BACKFILLING, SAND DIRECCOORDINATED WITH SITE CONTRACTOR'S WORK. SHALL BE TAMPED IN &INCH LAYERS WITH MINIMUM OF 6 MANUFACTURER'S STANDARD RECOMMENDATIONS. INCHES OF ACCEPTABLE TOPSOIL IN TURF AREAS AND 12 2.01 ACCEPTABLE MANUFACTURERS: J.3. ALL CONTROL CIRCUITRY PASSING THROUGH WALLS G. PAVEMENT CUTS D. TRENCHES THROUGH THESE AREAS INCHES IN PANT BED AREAS, TURF AREAS SHALL BE N OR BENEATH SIDEWALK,SUITABLE SLEEVES. NO DRIVE SHALL ARE NOT ALLOWED. ALL SLEEVES MUST BE BORED AND SEEDED. COORDINATE WORK WITH LANDSCAPE A. EQUIPMENT AND DEVICES SHALL BE MANUFACTURED BY INSTALLED IN SUITABLE SLEEVES. NO EXCEPTIONS JACKED IF DRIVEWAY OR SIDEWALK SURFACES EXIST. CONTRACTOR AS DIRECTED BY GENERAL CONTRACTOR. THE TORO COMPANY. WILL BE MADE IF CROSSINGS ARE NOT SHOWN ON THE PANS; CONTRACTOR'S RESPONSIBLE FOR 3.08 TESTING AND INSPECTION: n n Y n u n w 2.02 MATERIALS: PROVIDING COORDINATION WITH CONCRETE OR 3.04 INSTALLATION ASPHALT PAVING. PROFESSIONAL SEAL: A. PVC PIPE: ALL PVC PIPE SHALL BE PRESSURE PIPE, JA WIRING TO CONTROL VALVES SHALL BE BURIED IN A. GENERAL: UNLESS OTHERWISE INDICATED, COMPLY WITH A. LINES SHALL BE TESTED IN PRESENCE OF OWNER'S SAME TRENCH AS IRRIGATION MAINLINE PIPE. REQUIREMENTS OF UNIFORM PLUMBING CODE. REPRESENTATIVE AND IF PRESSURE DROP OCCURS, HIGH-IMPACT POLVVINVLCHLORIDE (PVC 1120) LEAKS SHALL BE REPAIRED AND LINES RETESTED UNTIL �F.O F W' AS 1G R.S¢1p/N CONFORMING TO NSF STANDARD 14 AND ASTM D2241. APPROVED BY OWNER'S REPRESENTATIVE. MAINS SHALL ti GPHM T C.v K. ELECTRIC POWER SERVICE: ELECTRICAL CONTRACTOR WILL A.I. ALL LINES SHALL BE KEPT MINIMUM OF 2 FEET FROM BE REPAIRED AND LINES RETESTED UNTIL APPROVED BY ��II B. POLYETHYLENE PIPE: ALL POLYETHYLENE PIPE SHALL BE PROVIDE 120-VOLT POWER SOURCE AT CONTROLLER ALL EXISTING OR PROPOSED TREES. OWNER'S REPRESENTATIVE. MAINS SHALL BE FILLED h ASSEMBLY LOCATIONS. IRRIGATION CONTRACTOR SHALL A.2. POLYETHYLENE PIPE CONNECTIONS SHALL BE MADE HIGH DENSITY (HD) FLEXIBLE NONTOXIC POLYETHYLENE MAKE ALL REQUIRED CONNECTIONS TO ACTIVATE TIMER WITH INSET FITTINGS HELD TIGHTLY IN PACE WITH SLOWLY AT SOLVENT TO PREVENT RAPID TEMPERATURE CHAVINGONFORMING A NG TOME PSI WORKING PRESSURE RATING ASSEMBLY. WORM GEAR DRIVEN STAINLESS STEEL CAMPS AND CHANGE AT SOLVENT WELD CONNECTIONS. oryy 4 CONFORMING TO SF STANDARD OF SDR -05 AND /OR v SMALLER CS POLY POLYETHYLENE ALL PIPE 1-1/4 INCHES AND SCREWS AT FERRULES.DIAMETER AND OVER SHAILLE SIZES 1-114 INCHES BE DOUBLE CLAMPED. 3.09 TESTING 2Qy. 1,EXP.031a6\ry\�� SMALLER IS POLYETHYLENE FOR PANT DRIP SYSTEMS. L. ROTOR PCP-UP SPRINKLERS AND POP-UP SPRAY HEAD C SPRINKLERS -ROTOR POP-UP MODELS SHALL BE FULL OR A.S. PVC PIPE SHALL BE AID ON SOLID UNDISTURBED 4PE ARG\A PART CIRCLE POP-UP ROTOR SPRINKLER, WITH POSITIVE SOIL OR ON THOROUGHLY COMPACTED FULL BED OF A. GENERAL: NOTIFY OWNER IN WRITING WHEN TESTING WILL 09/14/2023 C. PIPE SLEEVES: PIPE SLEEVES FOR ALL WALKS AND POP DOWN FEATURE. EACH HEAD SHALL BE ADJUSTABLE BY SAND SO AS TO ASSURE FULL BEDDING, PROPER BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF DRIVEWAY CROSSINGS SHALL BE PVC SCHEDULE D.W.V. ARC AND DISTANCE TO OBTAIN PROPER WATER COVERAGE. ALIGNMENT AND MINIMUM SLOPE FOR DRAINAGE. OWNER. PIPE PER PIPE OR PVC 160 OR SCHEDULE GALVANIZEDD STEEL ALL OPERATING COMPONENTS OF SPRINKLER SHALL BE A.A. PVC PIPE ENDS AND PVC FITTINGS SHALL BE CONSULTANT LOGO: ENOUGH TOO ACCOMMODATE SLEEVES SHALL SERVICE PIPES.SIZED LARGE MINIMUM SERVICEABLE FROM ABOVE GROUND, AND SHALL INCLUDE THOROUGHLY CLEANED FOR FULL DEPTH OF FITTING B. HYDROSTATIC TEST: TEST WATER PIPING AND VALVES, SLEEVE DIAMETER 31NCHES. INLET FILTER SCREEN TO PREVENT CLOGGING. POP-UP WITH LIQUID CLEANER CEMENT, METHOD OF BEFORE BACKFILLING TRENCHES, TO HYDROSTATIC A SPRAY MODELS SHALL BE HEAVY DUTY DUTY PLASTIC BODIED APPLICATION SHALL BE IN ACCORDANCE WITH PRESSURE OF NOT LESS THAN 1 PSI. PIPING MAY BE POP-UP WITH INTERCHANGEABLE MATCHED PRECIPITATION MANUFACTURER'S RECOMMENDATIONS FOR TESTED IN SECTIONS TO EXPEDITE WORK. Q PVC PIPE FITTINGS: ALL FITTINGS 4 INCHES AND SMALLER RATE NOZZLES. HEAD SHALL BE SERVICEABLE FROM ABOVE SOLVENT WELD CONNECTIONS. C. OPERATIONAL TESTING: PERFORM OPERATIONAL TESTING M _ SHALL BE SCHEDULE 40 PVC SOLVENT WELD, TYPE 1, GROUND AND HAVE CO-MOLDED WIPER SEAL ON PIP-UP A.S. PIPING: AV PIPE ON SOLID SUB BASE, UNIFORMLY AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS MEETING THE REQUIREMENTS OF ASTM D-2466. NO STEM AND INLET FILTER SCREEN TO PREVENT CLOGGING. SLOPED WITHOUT HUMPS OR DEPRESSIONS. IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL SADDLES ALLOWED. POSITION. � A.6. FOR CIRCUIT PIPING, SLOPE TO DRAIN VALVE AT M. QUICK COUPLING VALVES: 1-INCH BRASS QUICK COUPLER. LEAST 1/2-INCH IN 10 FEET OF RUN. C.1. DEMONSTRATE TO OWNER THAT SYSTEM MEETS E. POLYETHYLENE PIPE FITTINGS: PLASTIC TYPE OR INSERT A]. AT WALL PENETRATIONS, PACK THE OPENING COVERAGE REQUIREMENTS AND THAT AUTOMATIC .ncomn seerne swxnxe mwmrc FITTINGS AND/OR BRASS SADDLE TEES WHERE N. WIRING: WIRE SIZES TO BE AS SHOWN ON DRAWINGS. ALL AROUND PIPE WITH NON-SHRINK GROUT. AT CONTROLS FUNCTION PROPERLY. emncues m ioneara»or seane,wnia APPLICABLE. ALL JOINTS WITH INCHES AND LARGER SHALL WIRE SHALL BE NO-VOLT SOFT ANNEALED COPPER PVC EXTERIOR FACE, LEAVE PERIMETER SLOT C.2. COVERAGE REQUIREMENTS ARE BASED ON BE DOUBLE CAMPED WITH ALL STAINLESS STEEL WORM INSULATED ILL APPROVED, TYPE UF. MINIMUM WIRE SIZE TO APPROXIMATELY 1/2-INCH WIDE BY 3/4-INCH DEEP. OPERATION OF 1 CIRCUIT. GEAR DRIVEN CAMPS. BE USED SHALL BE NO, 14. ALL SPLICES ON 120-VOLT POWER FILL THIS SLOT WITH BACKER ROD AND AN /� SHALL UTILIZE 3MTM SCOTCHLOCKrm EPDXY PACK OR ACCEPTABLE EAL. 3M ASTOMERIC SEALANT. REPAIR BELOW D. AFTER COMPLETION OF GRADING, SEEDING OR SODDING, AMERCOa F. VALVE BOXES: ALL VALVES SHALL BE PROTECTED BY APPROVED EQU DBY CONNECTORS OR APPROVED GRADE WATERPROOFING DISTURBED BY THIS WORK AND ROLLING OF GRASS AREAS, CAREFULLY ADJUST LAWN 2-PIECE VALVE BOX ASSEMBLY CONSISTING OF EQUAL MAY BE USED ON 24-VOLT SPLICES. TWIST ON WIRE AND MAKE PENETRATION WATERTIGHT. SPRINKLER HEADS SO THEY WILL BE FLUSH WITH OR NOT REAL p$TAT-g C,QHpAj�j• REMOVABLE COVER AND BOX FROM APPROVED NUTS ARE TO BE USED ON ALL WIRE SPLICES. A.B. INSTALL PVC PIPE IN DRY WEATHER WHEN MORE THAN 1/2-INCH ABOVE FINISH GRADE. 1 MANUFACTURER. TEMPERATURE IS ABOVE 4WF IN STRICT RECORD NOTE 0412112025 0. SOLVENT AND PRIMER: SOLVENT AND PRIMER USED ON PVC ACCORDANCE WITH MANUFACTURER'S 3.10 BALANCE AND ADJUSTMENT CONSTRUCTION DEPARTMENT G. REMOTE CONTROL VALVES: PIPE SHALL MEET THE REQUIREMENTS OF ASTM D2564. INSTRUCTIONS.ALLOW JOINTS TO CURE AT LEAST 24 THESE RECORD DRAWINGS HAVE BEEN PREPARED 727 NORTH CENTRAL AVENU HOURS AT TEMPERATURE ABOVE 40OF BEFORE BASED ON INFORMATION SUBMITTED, IN PART, BY PHOENIX, ARIZONA 85DD4 G.1. UNITS SHALL BE SERVICEABLE FROM TOP AND EXECUTION TESTING, UNLESS OTHERWISE RECOMMENDED BY A COMPONENTS CONTRACTOR SPRINKL RALL N SYSTEMS CE AND D TO TMAXIMIZE VARIOUS OTHERS. WHILE THISIN INC. ISN TRSPONSI LE PH: (802) 263-8502 CONSTRUCTED OF HEAVY-DUTY BODIES OF ASS OR MANUFACTURER. PERFORMANCE AND EFFICIENCY. THIS INCLUDES TO BE RELIABLE, AHBL, C. IS NOT RESPONSIBLE CVCOLAC. FOR ITS ACCURACY, OR ERROR OR OMISSIONS 3.01 LAYOUT AND STAKING B. CONNECTION TO MAIN: CONNECT TO EXISTING BUILDING SYNCHRONIZATION T CONTROLLERS, ADJUSTMENTS TO WHICH HAVEBEENINCORPORATEDINTO THIS SITE ADDRESS: G.2. ELECTRIC VALVES SHALL H NORMALLY CLOSED AND PRESSURE REGULATORS, PRESSURE RELIEF VALVES, DOCUMENT AS A RESULT. THOSE REEVING ON HAVE FLOW CONTROL OPERATION. SHALL PIPING WHERE INDICATED BY ARCHITECTIENGINEER OR PART CIRCLE SPRINKLER HEADS, INDIVIDUAL STATION THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN U-Haul Moving&Storage A. STAKE-OUT ENTIRE IRRIGATION SYSTEM TO LINE AND OWNER. SCREW FOR MANUAL OPERATION. VALVE SHALL HAVE ADJUSTMENTS, AND ANY OTHER ADJUSTMENTS INDEPENDENT VERIFICATION OF ITS ACCURACY 1 SouthAuburn Auburn SELF-CLEANING METERING PIN TO PROTECT VALVE GRADE TO ASSURE PROPER DRAINAGE AND PIPE COVER. NECESSARY TO OBTAIN OPTIMUM PERFORMANCE OF BEFORE APPLYING IT FOR ANY PURPOSE. } 917 Aubum Way S CONTROL WATER PARTS FROM GRIT. ACTUATION OF C. BACKFLOW PREVENTER: PROVIDE UNION ON SYSTEM. CONTRACTOR MAY CONSULT WITH OWNER TO Z Auburn.WA 98002 VALVE SHALL BE 24-VOLT ENCAPSULATED 3.02 SYSTEM DESIGN DOWNSTREAM SIDE. SACKFLOW PREVENTER MUST BE AID IN THIS AREA. a ELECTRIC EPDXY COATED SOLENOID. INSTALLED USING GALVANIZED STEEL PIPE OR COPPER 0 SHEET CONTENTS : A. DESIGN PRESSURES: MINIMUM ACCEPTABLE BASE PIPE. TYPE, SIZE, AND INSTALLATION HEIGHT OF 3.11 AS-BUILTDRAWING U H. REMOTE ELECTRIC CONTROL ASSEMBLY: REMOTE PRESSURE UNDER ALL SPRINKLERS HEADS SHALL MATCH BACKFLOW SHALL CONFORM TO STATE AND LOCAL CODES. w IRRIGATION CONTROL VALVES SHALL BE CONTROLLED ELECTRICALLY MANUFACTURER'S RECOMMENDATIONS. A. AFTER COMPLETION OF SYSTEM, CONTRACTOR SHALL Q THROUGH 24VOLT SOLENOID WITH PRESSURE D. SPRINKLER HEADS: FLUSH CIRCUIT LINES WITH FULL HEAD PECIFICATION PROJECT REF:_FAC22-0014 w THESE PLANS ARE APPROVED FOR CONFORMANCE w WITH THE CITY OF AUBURN'S REQUIREMENTS. LZ Z C) DEV REVIEW ENGINEER: DRAWN : EH C Q AS- BUILT DATE: CHECKED MS/1F m p DATE' 202309-14 N ® 702043 A1D AS-BUILT DRAWING REDLINE- AHBL 4/21/2025