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FAC22-0006 - AS BUILT PLANS
GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (CURRENT EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT COMMUNITY DEVELOPMENT & PUBLIC WORKS AT (253) 804-5076 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (ROW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND CABLE). 5, IF A PROPOSED HAUL ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SERA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. ALSO, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES, AS DETERMINED BY THE CITY. 6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM 7, ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO ACCEPTANCE. REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT' HANDOUT. MERIDIAN: NAD83(1991), WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, 4601 BASIS OF BEARNGS THE MONUMENTED NORTH LINE OF THE NE. 1/4, SEC, 9, T-21N, R-5E, W.M. K.O.S. C. BEARING = N87'57'29"W. SEE SHEET 3 OF 26 FOR ADDITIONAL INFORMATION. DATUM: NAVD 88 BENCHMARK: Z)ATUM THE CITY OF AUBURN SURVEY MONUMENT 513-003, ALSO KNOWN AS WASHINGTON GEODETIC SURVEY (WGS) CONTROL POINT 6497. WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL WITH THE CONCRETE SURFACE OF THE SIDEWALK ON THE SOUTH SIDE OF SE. 304TH ST., NORTH OF HAZELWOOD SCHOOL, 1,885 FEET WEST OF THE INTERSECTION OF SE. 304TH ST. WITH 124TH AVE. SE. ELEVATION = 436 AO LEGEND EXISTING iJ EX. FIRE HYDRANT $ EX. WATER GATE VALVE ® EX. WATER METER Toe EX WATER HOSE BIB IRR EX. IRRIGATION CONTROL VALVE G EX. GAS METER o EX. UTILITY POLE E— EX UTILITY POLE ANCHOR B EX. POWER VAULT ® EX. CATCH BASIN -TYPE II U EX. CATCH BASIN -TYPE I O EX. SANITARY SEWER MANHOLE 0 EX. SANITARY SEWER STUB EX. MAILBOX a EX. SIGN ® EX. RAMP INSERT o EX TELEPHONE RISER m EX. COMMUNICATIONS VAULT m EX. TELEPHONE PEDESTAL G EX. GAS PAINT MARKS P — EX POWER PAINT MARKS T — EX. TELEPHONE PAINT MARKS TV EX CABLE TV PAINT MARKS D = EX DITCH 0 - EX CHAIN -LINK FENCE 0 EX WOOD FENCE x — EX BARB WIRE FENCE ¢ EX STREET LIGHT EX STORM CULVERT EX PAVEMENT EX CONCRETE 0 EX GRAVEL CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN THE DEVELOPER, CONTRACTOR, �� a !-, I AND ENGINEER SHALL ATTEND THE MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF THE SUPERVISOR TIICE OF CONSTRUCTION SIGN) SW 1/4, SE 1/4 OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. 3 NOTE STORM DRAINAGE THAT IS PART OF DIVISION I AND WITHIN SE 304TH STREET SHALL BE CONSTRUCTED FIRST, BEFORE ANY OWNER GROUND DISTURBANCE WITHIN DIVISION II OCCURS A SEDIMENT POND WILL ALSO BE CONSTRUCTED PRIOR TO MASS GRADING 3 FLAG OR FENCE CLEARING LIMITS LAKERIDGE DEVELOPMENT 1, LLC 4 GRADE AND INSTALL CONSTRUCTION ENTRANCE. P.O. BOX 146 5 INSTALL PERIMETER PROTECTION AND INSTALL CB PROTECTION TO EXISTING RENTON, WA 98057 CBs AS SHOWN ON THE PLAN. ATTN: WAYNE JONES (425) 228-9750 6 CONSTRUCT DIVISION II TEMPORARY SEDIMENT POND AND TEMPORARY INLET/OULET PIPES 7. CONSTRUCT INTERCEPTOR DITCHES. APPLICANT' 8. CLEAR SITE AND BEGIN DEMQunON GRADING. LAKERIDGE DEVELOPMENT 1, LLC 9. BEGIN UTILITY AND STORM DRAINAGE INSTALLATION. P.O. BOX 146 10 FINISH GRADE AND CONSTRUCT ROADWAY RENTON, WA 98057 11 RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS PHONE No. (425) 228-9750 IN ACCORDANCE WITH THE CITY OF AUBURN T.ESC MINIMUM REQUIREMENTS 12 COVER ALL AREAS THAT WILL BE UNWORRIED FOR MORE THAN SEVEN DAYS CONTACT PERSON: WAYNE JONES DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, EMAIL: WAYNEJONESJR@GMAIL.COM WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT 13 STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS AS DIRECTED BY CITY OFFICIAL UPON SITE STABILIZATION CONVERT TEMPORARY SEDIMENT POND TO PERMANENT DETENTION POND PER PLANS AND DETAILS. 14 SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AS DIRECTED BY CITY OFFICIAL, CLEANED AND BMPS REMOVED IF APPROPRIATE. 15 NOTE: VERIFY THAT FINAL POND IN DIVISION I IS STABILZED IF NOT, THEN THE TEMPORARY SEDIMENT POND IN DIVISION I SHALL REMAIN IN PLACE UNTIL DIVISION II IS STABILIZED 16 WHEN DIVISION II IS STABILIZED, REMOVE TEMPORARY PIPES, FINISH PERMANENT STORM CONNECTIONS AND GRADING, AND COMPLETE RETAINING WALLS FOR LOTS 30 AND 3L 17 CLEAN SITE 18 CONTRACTOR IS RESPONSIBLE FOR KEEPING STREET CLEAN BY SWEEPING AS WARRANTED AND DIRECTED BY THE CITY OF AUBURN PROPOSED j♦ FIRE HYDRANT Y WATER GATE VALVE 0 WATER METER WATER BLOW OFF ® CATCH BASIN -TYPE II ■ CATCH BASIN -TYPE I SANITARY SEWER MANHOLE • SANITARY SEWER CLEANOUT ® MAILBOX T SIGN RAMP INSERT MP STREET LIGHT & JBOX PAVEMENT CONCRETE LEGAL DESCRIPTION (APN 042105-9044): THE WEST 394 88 FEET OF THE EAST 889.75 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT ROAD. ENCaNEER/ SURVEYOR: DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253) 333-2200 CONTACT PERSON: ALEX POBLETE, PE. EMAIL: ALEX@DMP-INC.US SITE INFORMATIONS SITE ADDRESS12530 BE 304T1 ST. PARCEL: 042105-9044 TOTAL SIZE OF PARCEL: 247,590 SOFT (5.68AC) NON -BUILDING RELATED PERMITS STORM SYSTEM DEVELOPMENT CHARGE MISCELLANEOUS TOTAL EXISTING HARD SURFACE 7,180 SF GRA22-0005 - GRADING TOTAL NEW HARD SURFACE 167,150 SF STM23-0045 - LEVEL 3 STORM NET CHANGE 159,970 S.F. TOTAL HARD (NEW AND REMAINING 167,150 S.F. EXISTING) SURFACE _i ,, ii •i. • _7,1111 ^ CUT = 14,160 CU. YD. FILL = 9,001 CU YD NET IMPORT/EXPORT = 5,159 CU, YD. TOTAL EARTHWORK = 23,161 CO. YD. VICINITY MAP SCALE: 1"= 1/4 MILE TABLE OF CONTENTS &$T NO. TITLE *1 OF 26 COVER SHEET 2 OF 26 EXISTING CONDITION AND DEMOLITION PLAN 3 OF 26 HORIZONTAL CONTROL PLAN (SITE INFORMATION) *4 OF 26 HORIZONTAL CONTROL PLAN (SITE PLAN) 5 OF 26 T.E.S.C. AEG PLAN 6 OF 26 T.E.S.C. NOTES AND DETAILS * 7 OF 26 STREET AND STORM PLAN 8 OF 26 STREET AND STORM PLAN AND PROFILE - 125TH PL. SE. *9 OF 26 STREET AND STORM PLAN AND PROFILE - SE 302ND PL. AND TRACT B * 10 OF 26 NOTES AND DETAILS 11 OF 26 DETAILS 12 OF 26 COMPOSITE LMLITY PLAN — *13 OF 26 SEWER PLAN 14 OF 26 SEWER PLAN AND PROFILE - 125TH PL SE. *15 OF 26 SEWER PLAN AND PROFILE - SE 302ND PL AND TRACT B /c/o� * 16 OF 26 WATER PLAN V * 17 OF 26 WATER PLAN AND PROFILE - 125TH PL SE. * 18 OF 26 WATER PLAN AND PROFILE - SE 302ND PL. AND TRACT B * 19 OF 26 PAVING PLAN * 20 OF 26 SIGNAGE PLAN Q 21 OF 26 SIGHT DISTANCE PLAN Q ire--�rT- O Lu •EO.0 LEGEND & SCHEDULES •E1.O STREET LIGHTING PLAN • E2.0 PHOTOMETRIC PLAN GR1 GRADING PLAN SDi SIGHT DISTANCE ADDENDUM L-1 STREET TREE PLAN L-2 RECREATION PLAN L-4 LANDSCAPE NOTES AND DETAILS L-0 IRRIGATION PLAN NORTH L-5 IRRIGATION PLAN SOUTH uiiiiiiIIIIIII LE IRRIGATION DETAILS THERE ARE NO AS -BUILT AS -BUILT STORM PERMIT IMPACT (ON AND OFF SITE) INFORMATION ON THIS SHEET TOTAL DISTURBED AREA = 247,744 S.F. *08/10123 REV#1 FOR SITE LAYOUT, LOT GRADING, AND UTILITIES TOTAL NEW & REPLACED HARD SURFACE = 167,308 SF REVS TOTAL HARD SURFACE = 167,308 S.F. CITY OF AUBURN APPROVALS THIS PLAN SET FOR PROJECT FAC22-0006 SHEETS 1 TO 21, EO.0 TO E2.0, GR1, SDi, AND L-1 TO L-6, ARE APPROVED FOR CONSTRUCTION BY: JACOB SWEETING, P E., CITY ENGINEER: DATE: 04/05/2024 ELIZABETH CHAMBERLAIN, P.E., DEV. REVIEW ENGINEER: DATE: 04/05/2024 ALEXANDRIA D TEAGUE, AICP,' -- .--/�'"'f- DATE: 04/05/2024 I I I {I 1 001 I II I DIVISION I oa Q* / I a u u II ml v PPmI �yA m I 64�gn m m os _ .. _ hip II It11 z I I I I Nao I I I z I _ II 'vim I o Q I O II II 3: I Imfi'9% I cNll O 4' W1RE ENCE 6' WOOD FENCE 6� OOD ENO j 6' WOOD FENCE in \ M I r0D FOUNDAaN \ ImnOD 0 432—_ m� I'uin I ( 0 / o I� I of I 1 /--_// / I \V vv / / / -1 ml I 1 / / % / / vv / nx ( / O — o / / } v O Fv �� N'S f Ike. 1 AV / Ai 1 / I / `v / / / / /� o GD , // Mn / v pc 0 II8 O _ 01 / / I m zA-ice z A' m o z u / P R �_� if /4' REA'E CE 1 / /Ex PS EAS ijfEPx<'aF,s No. 7spzlAoaio - ` i// C CHAI LINK FENCE AILR AD TI 6' WOOD'FERC 'a-J n n >nonm Qo; / / y+ kdi -- L ZAm STATEMENTS OF CLARFICATION: o Z > II /19 STATEMENTS OF CLARIFICATION FOR ELEMENTS SHOWN HEREON: z N o L THE BENCHMARK AND BASIS OF ELEVATIONS IS CITY OF AUBURN SURVEY I^' i1 Lz >01 MONUMENT 513-003, ALSO KNOWN AS WASHINGTON GEODETIC SURVEY (WGS) CONTROL POINT 6497, MORE PARTICULARLY DESCRIBED AS A WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL WITH THE CONCRETE SURFACE OF THE SIDEWALK ON THE SOUTH SIDE OF SE 304TH ST., NORTH OF HAZELWOOD SCHOOL, 1,885 FEET WEST OF THE INTERSECTION OF SE. 304TH ST. WITH 124TH AVE BE. ELEVATION = 436.00, NAVY 88. 2 THE PURPOSE AND INTENDED USE OF THE TOPOGRAPHIC ELEMENTS SHOWN HEREON ARE FOR CIVIL ENGINEERING DESIGN 3. THE TOPOGRAPHIC ELEMENTS SHOWN HEREON WERE DERIVED FROM DIRECT FIELD MEASUREMENTS BY DMP, INC, IN 2018. 4. THE ELEVATIONS AND CONTOUR ACCURACY SHOWN HEREON MEET THE NATIONAL MAPPING STANDARDS, ONE-HALF THE CONTOUR INTERVAL 5. THE BOUNDARY LOCATION AS SHOWN HEREON WAS DETERMINED BY PAUL MORROW, PLS, ANALYZING THE LEGAL DESCRIPTIONS SHOWN ON SHEET 1 AND THE SUBDIVISION OF THE NE. 1/4, SEC. 9, T-21N, R-5E, WM., AS SHOWN ON SHEET 4 STATEMENTS OF CLARIFICATION OF UTILITY INFORMATION SHOWN HEREON: 1. THE SURFACE AND UNDERGROUND UTILITIES DEPICTED HERON WERE LOCATED USING ONLY CONVENTIONAL FIELD SURVEY METHODS. 2. THE CONTRACTUAL SCOPE OF WORK WAS TO PRODUCE A BASE MAP FOR ENGINEERING DESIGN. z- II 1 A CZ cc z ti �v 0 \--'�_- _----454-_- -- _ _ - -456- - 6' W000 FENCE x r 6' WOOD FENCE C O @ - ZA m z2i- II �� �vo On F n'N _ yN z >m WN I OA _ N - m �un Nn 10 TO BE REMOVED 02 EX. HOME TO BE DEMOLISHED UNDER SEPARATE PERMIT. 03 BARRICADE AND SIGN TO BE REMOVED ONLY WHEN THE ROAD AND UTILITIES ARE READY TO BE CONSTRUCTED. ® EXISTING WATER SERVICE LATERAL SLATED TO BE ABANDONED AT THE MAIN WITH PERMIT DEM21-0039 (FAC20-0018). GRAPHIC SCALE o is ww m IN FEET ) I inch = 30 It LEGEND )D EX. FIRE HYDRANT O�E,ZG N bJ,Zy/ y EX. WATER GATE VALVE ® EX. WATER METER w w oB EX WATER HOSE BIB ®R EX. IRRIGATION CONTROL VALVE ® EX. GAS METER ba3�blq PROS o EX UTILITY POLE G E- EX. UTILITY POLE ANCHOR B EX. POWER VAULT EX. CATCH BASIN -TYPE II ® EX. CATCH BASIN -TYPE I b 0 EX. SANITARY SEWER MAN HOLE V a EX. SANITARY SEWER STUB y J u^i EX. MAILBOX V o = a E%. SIGN Z W Q n Z w o O N EX. RAMP INSERT M 3 m O o N o EX. TELEPHONE RISER Z < O ry ® EX. COMMUNICATIONS VAULT Q j 0 EX. TELEPHONE PEDESTAL G— EX. GAS PAINT MARKS Q 0 v (n Q M — P — EX. POWER PAINT MARKS Q (Wy z a o — T EX. TELEPHONE PAINT MARKS ai Q xo so N — TV - EX. CABLE TV PAINT MARKS Fr m a J II iO D = EX. DITCH aYa a - 0- EX. CHAIN -LINK FENCE W J z O & e - m- EX WOOD FENCE N r F A 3 EX BARB WIRE FENCE 3. EX STREET LIGHT a EX STORM CULVERT < I EX PAVEMENT _�. EX CONCRETE ( EX GRAVEL ���Z 1���JJJ EX SATELLITE DISH dZ TREES TO REMAIN IEZ fl TREES TO BE REMOVED I x Q r o dN Oo zin Qin AS -BUILT THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET PROJECT REF: FAC # 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY Qf6g")IMPY'S ENGINEERING REQUIREMENTS. DEV. REVIEW ENGINEER: DATE APPROVED: 6.30.2023 3Q N n (7 a Z WQZQ WJ Z Z W a m 0 0 a v° SHEET 2 OF 26 0 0 N qq T GRAPHIC SCALE 500 0 250 500 1,000 IN FEET ) 1 inch = 500 Tt HORIZONTAL DATUM NAD83(1991), WASHINGTON STATE PLANE COORDINATES NORTH ZONE, 4601 BASIS OF BEARINGS: THE MONUMENTED NORTH LINE OF THE N.E. 1/4, SEC. 9, T-21N, R-5E, W.M. K.0 S C. BEARING = N87'57'29"W K.C.S.C. PT. No. 7128 K.C.S.C. PT. No. 7127 N. 123192A75 N 123098132 E- 1307363,907 E: 1310001,546 C.O.A MON 413-002 GO A MON 414-006 N'. 123192.21 N: 123098.09 E: 1307363.91 E: 131000L45 COLA. BEARING - N87.57'23"W LEGEND: (KC.4.C) KING COUNTY SURVEY CONTROL (C(M)A) OF UBURN MIEASUREDTY HORIZONTAL CONTROL PLAN FOR: THE ALICIAS - DIVISION II PORTION OF S.W. 1/4, S.E. 1/4, Sec. 4, T-21N, R-5E, W.M. City of Auburn, King County, Washington SUBDIVISION OF S.E. 1/4, SEC. 4, T-21N, R-5E, W.M. N.E. 1/4, SEC. 9, T-21N, R-5E, W.M. KCSC PT No 5928 3/4" COPPER PIN IN GONG, IN CASE (NOT VISITED THIS SURVEY) K.C.SC PT. No. 7117 n •• NBJ'46'46"W BRASS NAIL IN CONC, IN CASE 5 4•y 2635.23' 4 _ 264660 528203 (NOT "SITED THIS SURVEY) 1323.40' KCSC Pi No 7116 T 132340 �4`3 2" 2' WOOD PLUG N 2' IRON PIPE AT SURFACE THEORETICAL 01/4 (NOT MSITED THIS SURVEY) I I to iu I� wP)� — 58752'07"E 2643.05' 132153' w 1321.53' o ^ n �� �Iz Iz S8754'481E 1320,59' n� 430.83' 39454 495 22' SON. 2/� z i'° a (BASIS OF BEARINGS) 87'57'23"W 2639.22' (&A.) K.C.S.C. PT. No. 7128 42989' _3 4 49486J5Y29"W 2639.31'(K OS C.) 2639.32'(M) 4 3 PUNCH IN 2-1/2" BRASS DISK 9 505.52 O 64566' 1 131966' - - 1/4" COPPER ROD W/PUNCH KCSC PT. No 7127 IN CONCRETE. IN IRON CASE -1/41 US 36794 2008" 13802' w I S.E. 304th STREET 9 10 IN CONCRETE, IN IRON CASE VISITED JUNE 2013 13802' Srm/ in VISITED JUNE 2013 A AS CISK PT. No. CONCRETE IN 2 �/DIV,1 0 0 AKA C.OA PT No. 414-006 BRASS DISK IN CONCRETE IN o 1/4" COPPER ROD IN CONIC, TRAFRC CIRCLE. INTERSECTION </ / a IN IRON CASE, AT INTERSECTION SE 304TH ST / 124TH AVE SE 665532' SE 304TH ST / 132NO AVE SE 3 .81' m N675&29"W 131913' n 30.00' M �I w u; N n� ew 'o 131&61' 1316.61' Z N8T59'29"W n 263722 - _ w�v o¢ �o w o N ui I I z r w z N� ¢ n fL I n fl KCSC. PT. No. 7 BRASS DISK IN CASE136 (ASIppTED JULY 02) TH C R TI AL 8 b•9� y — 1317.56' _ I —S.E. 3,2'hSfi TREET LL1l 2633.22' 2635-12' - —9• 10 .... N88'01'29"W 5268,34. • • .. COPPER PIN IN CONIC DOWN 0 3' (MSITED NOV 02) KCSC PT No 7148 BRASS NAIL IN CONC, IN CASE (NOT MSITED THIS SURVEY) NOTES: 1. THE CONTROLLING SECTION DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A 5 (FIVE SECOND THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER THE SECTION CONTROL SURVEY WAS CONDUCTED BY DMP, INC, IN JULY 2002, NOVEMBER 2002 AND JUNE 2011 ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO THE MANUFACTURERS SPECIFICATIONS ALL MEASUREMENTS ARE IN US SURVEY FEET. 2 ESTABLISHMENT OF LOT CORNERS WILL BE BY RADIAL SURVEY PROCEDURE, WITH INDEPENDENT MEASUREMENTS. THIS SURVEY COMPLIES WITH ALL THE STANDARDS AND GUIDELINES OF THE "SURVEY RECORDING ACT" CHAPTER 58.09 ROW AND WAC 332-130. 3. LOT CORNERS WILL BE STAKED WITH EITHER A 1/2 INCH DIAMETER BY 24 INCH LONG REBAR AND ORANGE PLASTIC CAP STAMPED. 'DMP INC. PLS 22962", A MAGNETIC NAIL AND A 1-1/2 INCH DIAMETER BRASS WASHER STAMPED "DMP INC PLS 22962" OR A CONCRETE ANCHOR AND A 3/4 INCH DIAMETER BRASS WASHER STAMPED: "DMP INC #22962". CURB NAILS WILL BE STAKED WITH SAID CONCRETE ANCHOR AND 3/4 INCH DIAMETER BRASS WASHER. 4 PARCEL A OF FIRST AMERICAN TITLE COMPANY SUBDIVISION GUARANTEE No. 3633126, DATED JANUARY 7, 2022, AND SUPPLEMENTAL REPORT 1, DATED AUGUST 10. 2022, WERE RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID GUARANTEE IS SUBJECT TO THE FOLLOWING AND OTHER RECORD MATTERS A. RECORD MATTER 9. ESE EASEMENT FOR ELECTRIC AND/OR GAS DISTRIBUTION, REC. No. 7502180410. THE EASEMENT IS DEPICTED ON SHEET 2, EXISTING CONDITIONS. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID COMMITMENT FOR TITLE INSURANCE. A&BUILT THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET TRACT A IS A PRIVATE R£CREABON SPACE TRACT, WHICH SHALL BE DEDICATED AND CONY£YED TO NE AUCIAS HOMEOWN£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� DIMM It I I 70.00' PRIVATE STOR DRAINAGE SEMENT I A ymfVp~Wy/wA J t—=-13— .3E6sA57'9S4E-3U2s'E—' Nr—— - II II .9=ILiI II _Et_.•I—J05709.100 0.11JI I III 1II III III i II i 5,9"— . --I II II 50.00050' 00 SF. �IIII EµTI02 78 — — — — — 5000' 000' 6274250.00' ________ ________ _ — S0-0' 150' ---- --— _ — — _ _ — — —— F�5106 ----- RA8ACE 31 6,382 SF. 41..F 29 S,OSF 02SF 527 26 000 S.F. 524000SF 5 =za----_-1 l— 1L N1231729 51, R=30800' 14.]2' 500' 50.00' 50.00' E•137.56 p� —' 31,E E..130792247 b 40.19" r RACE SE - v A-5 18'32"T��Z — ,L� / H _ N7' 43 59 E R=33300' 130]92345 ELa7 /7 399.5T — — — — L=30.85� L=33.17' (LOCAL RESIOENRAL) R=isan.,• 1611 N. 12S70AA I j I I I I I I I 22 I q� 1 b 61861 SF q 5,4 2SF m I RIGHT N _t OF WAY I L DlD/Cgi/0N__—_J L_—__--� I 5500' 55.00' 21.00" I I I I 15 t 14 m' I 5,210 SF. 51210 SF. I I I I I 66.74' 55.00' N 5500' 5500' r______-1y.24—__—__- gl —�_—__—__—__— , I N �I� 0 SF. �N $ �i 16 5,500 SF B49 5� �1 L AqO ___—__—__—J 2200'.R4 MAC B r---��--- PRIVAIFR AD 62 75' 7,745 S. . E 1303111.33 ry St' 43' 59"W ry $ 17 21.50' y 5,915 S.F. I 19 p \q I -' I —J pN, 9,970 S.F. I � I 18 I I ICI u v Q i $953 SF. L_ — i2Tbr' — — — — - i 26.00'— J— ——I __--_-- 55.00' —L--- =14.19' R-9.00' I I e TRACTA RECREA BON e 8,093 SF. II m L=59.16" R=4500/ o / MI23699! 55 GO' gg.00' 5500' r---------- - r-------T11 10 6,BOD SF / f3 11,189 SF. I > / MET AREA 8.691 M / 9 I I 8,30f SF. I L________—J m — 67.00" I 90.04' l N2" 05' 12'E' 20.00, L=2I.S : t L=2O18'R=4500 R=4S00 �a \�6 y r_I3 02—__--_—� m I I I I RN $ N I $50O SF. aZ I I I oO Z I L JI wI -__-__-__-, 2 � L00 5,500 SF.���4-294.8' III I I I I I I 5,500 SF. w I I I ILTOTW,__—____J n I 5,500 SF. I I I I . - tQ L=n29' ' I 5 R=4DO5,518 S.F.- S_--__—__—_ 6 �lI III / 6,619 SF. 7,515 BF I r NET AREA 6,7I0 SF. \ � I I 11268' MONUMENT LEGEND: 0 PROPOSED SURVEY MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46, POUR IN PLACE TYPE A MODIFIED V NORTH GRAPHIC SCALE 0 15 30 60 in.cy:aliam HORIZONTAL DATUM: NAD83(1991) WASHINCTON STA IF PLANE COORDINATES NORTH ZONE 4601 BASIS OF BEARINGS: THE MONUMENTED NORTH LINE OF THE N.E 114, SEC. 9, T-21N, R-M,, W.M. ICOSC. BEARING = N8]5]'29"W h LEGEND: (KCSC.) KING COULNTY SURVEY CON CU 2Warft Days BI Ym Dip AS-BUILT1 m",AWWall OD,MT,NDIORWN THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET FEW&M PROJECT REF: FAC f 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. APPROVED BY DATE APPROVED: 04/05/2024 R.\2023\0\23038\3\Drawings\Base\3RD23035Jwg 41412024 1.57.24 PM COPYRIGHT ©2023, D R STRONG CONSULTING ENGINEERS INC. M D.R. STRONG CONSULTING ENGINEER; ENORffER8 PLANNERS SURVEYORS W. MAVEM/EpRK ,, AN 9309H 0426627., F4 &27 29 Z Y+\ OZ QZ �tim� 2 y ¢ o JO 0"T�o W� N^¢ W J N h 0 y y 15 (z 2'S W QWh V r m DRAFTED BY.- BD DESIGNED BY.., PROJECT ENGINEER: MAJ DATE 091071202J PROJECT NO.: 23038 DRA wNCr C4 SHEET..- 4 OF 26 I I I I I I �A I I I I I I I I I I I I I --------------- I WORK SOUTH OF I LINE TO BE COMPILE UNDER THE AUDIpS DIVISION I (FAC20-001 ) 11 _1 p, I PERMANENT 1 8.7 LF 12' D.I. STUB INSTALL PERMANENT (DIVISION I) AREA INLET / SEE LOT 31 'RATE = 416.75 CONNECT TO STUB INSTALL PERMANENT TT F / PCIEARANWCEE FROM DIVISION I AREA INLET V1D PERMANENT I I DTL.., SHT. 6 AT EL. = 411.75 GRATE = 424.75 CONNECT 6' WALL I.E. = 419 (MAX.) CB N0. 14B I ^ DRAIN EL 414.00 TEMPORARY SEDIMENT (DIVISION I) ti w o-� h hOti POND. SEE DETAIL, SHT. I.E. - 410.75 ®• / aaN 6. PROVIDE TEMPORARY o-`�rl°' ab�0 i 6' CA FENCE AS SHOWN —so- _ 1 � v 42 r / _ � TEMP RY O TEMP 7PIPE INLET PIPE 168.3 8" PVC 0(67.6m 1?PVC O I 11.09R)F A I TEMPORARY DISCHARGE PROPO EDS0I CONTROL STRUCTURE OP.) I \SILT CONTROL FENCE CEWALL41/4 (SEE DTL SHT. 7) AND \ C.O.A. STD. DTL E- ® 1 TEMPORARY OUTLET - I I / // 11 v(TYp.) PIPE 34.3 LF 8' PVC ® MP. CONSTR CT16N ENTRANCE/D0T PER / _O.A. STD. D-R.E-01 3E vDO NOT USE 302ND PLC -436 o AS A CONST. ENTRANCE. (SEE NOTE 3) 2ERF32 r ' 7/- \\ / \ (LOCA� REP F,1jSE L) // TEMPORARI' / / CATCH BASI SUMP I X PROTECTION PER C.O.A. / / v� / / = 421.4 1 I / / eWo STD. DTL. E-03 (TYP.) CATCH BASIN INLET / / PROTECTION PER C.O.A. STD. DTL E-03 (TYP.) TEMPORARY INTERbI� II 1 DITCH WITH ROCK CHECK --T- t- I / \ DAMS PER DETAIL ON �j, SHEET 6 (TYP.) o ----_-vv7YY I / AL RNATE/ �// // / LOCATION TEMP. / -- / 0 CONSTRUCTION / ____ / _ _-_--- / -------- V / I ENTRANCE/EXIT IF I / / 446 / PHASING ALLOWS PER -01 -� •^3a 1 1 I 1 / / 1 CONTROL FENCE PER C.O.A. S //453. 5 — e 452 ----- C I��n II ti q 24V III / / \J NOTES 1. RETAINING WALLS GREATER THAN FOUR (4) FEET IN HEIGHT (MEASURED FROM THE BOTTOM OF THE WALL FOOTING TO TOP OF WALL) OR SUPPORTING ANY ADJACENT SURCHARGE LOADS REQUIRE A BUILDING PERMIT. 2. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT WILL NOT BE COVERED BY IMPERVIOUS SURFACE SHALL BE SUBJECT TO BMP T5.13 (POST -CONSTRUCTION SOIL QUALITY AND DEPTH) SEE SHEET 10. 3. THE EXISTING BARRICADE AND SIGN AT THE EAST END OF THE EXISTING SE 302ND PL PAVEMENT SHALL REMAIN IN PLACE UNTIL THE ROAD AND UTIUTIES ARE READY TO BE EXTENDED. 4. DIVISION II IS INTENDED TO BE CONSTRUCTED CONCURRENTLY WITH DIVISION I. IF DIVISION I IS COMPLETED PRIOR TO DIVISION II AND THE SEDIMENT POND IS TO BE CONVERTED TO A DETENTION / WATER QUALITY FACILITY, THEN A SEDIMENT POND OR SEDIMENT TRAPS WILL BE INSTALLED WITHIN DIVISIN II. THE CITY SHALL APPROVE THE NEW FACILITIES, AND THE FACILITIES SHALL BE CONSTRUCTED PRIOR TO CONVERSION OF THE SEDIMENT POND WITHIN DIVISION I TO A DETENTION / WATER QUALITY FACILITY. GRAPHIC SCALE o is wm IN FEET ) I inch = 30 It LEGEND )D EX. FIRE HYDRANT X EX. WATER GATE VALVE ® EX. WATER METER �a6 EX WATER HOSE BIB IRR EX. IRRIGATION CONTROL VALVE III ® EX. GAS METER o EX UTILITY POLE C- EX. UTILITY POLE ANCHOR B EX. POWER VAULT ® EX CATCH BASIN -TYPE II ® EX. CATCH BASIN -TYPE I O EX. SANITARY SEWER MAN HOLE 0 EX SANITARY SEWER STUB EX. MAILBOX a EX. SIGN EX. RAMP INSERT 0 EX. TELEPHONE RISER ® EX. COMMUNICATIONS VAULT IT EX. TELEPHONE PEDESTAL G - EX GAS PAINT MARKS P - EX. POWER PAINT MARKS T - EX. TELEPHONE PAINT MARKS - TV - EX. CABLE TV PAINT MARKS D = EX. DITCH 0 - EX. CHAIN -LINK FENCE 0 - EX WOOD FENCE >�J— EX BARB WIRE FENCE )-� Y EX STREET LIGHT :—� EX STORM CULVERT EX PAVEMENT M� EX CONCRETE O TREES TO REMAIN TREES TO BE REMOVED V 0 W a J o 0 a o 3 O o a N J o N Z oa 8 DOS � V M LU Q p No Q O I M J U O LU w d Q fii i g� ww � s 3 P I 111 Z Z Z ffff!!!lJ1J1 Z �o g jooKNc d MZON 0in I ZQ QOM wZ Z5 3z3" Q mil w O»w AS -BUILT O<mZ DO �0¢0 S I N LU 0 a THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET C 0 0 PROJECT REF: FAC # 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY Qf6g")IMPY'S ENGINEERING REQUIREMENTS. DEV. REVIEW ENGINEER: DATE APPROVED: 6.30.2023 SHEET 5 OF 26 1. WITHI HE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES CATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAN LEARING AND/OR OTHER CONSTRUCTION ACTIVITIES THESE FACILITIES SHALL BE MAINTA D, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WA AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, TURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM 2 THE SOURCES FOR ALL MATERI IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY 3 THE STORM DETENTION (RETENTION IF I TRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILI DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIR NTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CO OL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUC THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CO ROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4 THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL P ETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CO OL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. TER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMP ARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. NO TRACKING OF SEDIMENT ONTO THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO THE ROAD, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING OR PICKUP SWEEPER. KEEP STREETS CLEAN AT ALL TIMES. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE. FROM MAY 1ST TO SEPTEMBER 30TH, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED FROM OCTOBER 1ST TO APRIL 30TH, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY STRUCTURAL FILL MATERIALS. IMPORTED STRUCTURAL FILL SHOULD CONSIST OF A GOOD QUALITY, FREE -DRAINING GRANULAR SOIL, FREE OF ORGANICS AND OTHER DELETERIOUS MATERIAL, AND BE WELL GRADED TO A MAXIMUM SIZE OF ABOUT 3 INCHES IMPORTED, ALL- WEATHER STRUCTURAL FILL SHOULD CONTAIN NO MORE THAN 5 PERCENT FINES (SOIL FINER THAN A STANDARD U.S. NO. 200 SIEVE), BASED ON THAT FRACTION PASSING THE U.S. 3/4-INCH SIEVE. THE USE OF ON -SITE SOIL AS STRUCTURAL FILL WILL BE DEPENDENT ON MOISTURE CONTENT CONTROL. SOME DRYING OF THE NATIVE SOILS MAY BE NECESSARY IN ORDER TO ACHIEVE COMPACTING. DURING WARM, SUNNY DAYS THIS COULD BE ACCOMPLISHED BY SPREADING THE MATERIAL IN THIN LIFTS AND COMPACTING. SOME AERATION AND/OR ADDITION OF MOISTURE MAY ALSO BE NECESSARY. 450 INTERCEPTOR DITCH SEED MIX STABILIZE INTERCEPTOR DITCH WITH THE FOLLOWING SEED MIX: % WEIGHT % PURITY % GERMINATION CHEWINGS OR ANNUAL BLUEGRASS 40 98 90 FESTUCA RUBRA VAR. COMMUTATE OR BOA ANNA PERENNIAL RYE 50 98 90 LOLIUM PERENNE REDTOP OR COLONIAL BENTGRASS 5 92 85 AGROSTIS ALBA OR ACROSTIC TENUIS WHITE DUTCH CLOVER 5 98 90 TRIFOLIUM REPELS DITCH SLOPE CHECK DAM SPACING 0 - 5% 150' 5 - 10% 100 > - 10% 50, 0.5' MIN. KEY ROCK INTO SWALE 0.25' MIN. TERCEPTOR DITCH X—SECTION & ROCK CHECK DAM (FRONT VIEW) 1' IICAI? AN _ SUMP BEHIND ROCK CHECK DAM uo _il ... `Ili_III_ I III_nI=III= SHALL BE INSPECTED DAILY & lil_III_ CLEANED WHEN COLLECTED DEBRIS 0.5' - 1' EXCEEDS 1/2 OF ITS DEPTH KEY ROCK INTO SWALE 0.25' MIN 41 41 41 41 41 41 41 40 AREA INLET GRATE = 416.75 CONNECT TO STUB FROM DIVISION I AT EL. = 411.45 CONNECT 6" WALL PROPOSED WALL DRAIN EL. 41400 PROP N GRADE WALL DRAIN CONNECTION SHOWN ON SHT. 7 PROP. GRADE 1.16, VC PERF CB No.14B-TYPE II LF 12" DI. W/ BEEHIVE GRATE 87 R. = 41 0 I.E. (N)= 41075 I.E. (E,S)= 404.00 410 zplpr.WALL ° LOT 31 .nO CLEARANCE DETAIL 0 48" MIN. P6FORATED CMP STAND E, W/ (40) 1"0 MIN. ZHO ® 10" O.C., OPEN TOP, OSED BOTTOM, ENCASED IN SILT FENCE (TYP )— ROCK ALL BE 4" MINUS QUARRY ROCK WATER ROCK CHECK DAM X-SECTION TIGHT SEAL-� SHOW INVERT ELEVATION (SIDE VIEW) 18"DIA. TYPICAL INTERCEPTOR DITCH PVC MIN. W/ ROCK CHECK DAM 0=3.Dacrg— SCALE. N.T_S_ 18"x18"x18"PVC TEE WITH RUBBER GASKET JOINTS 2 3/8" DIAM ORIFICE 455 455 EXISTING ROCKERY�JI� 15' DRAINAGE E (THIS LOCATION) II AND TRENC ALONG EAST PA. SEE N DETAILS, SHTS. 7 & 11 11 I 1 IAT LEAST 1' EXIST. EMBED 450 11 REPOSE 2:1 REPOSE 3:1 REPOSE / / SCALE: 1" = 2' DISTANCE GREATER THAN MIN. HEAD TO PASS DESIGN STORM WATER SURFACE LEL=4 418.00 ! II io g ' - X' EL =414.00 \iSl 3/4" To 1-1/2" WASHED ROCK GRAVEL CONE 6" CONG COMPACTED BASE GRAVEL BASE DISCHARGE CONTROL STRUCTURE SCALE: N.T.S EMERGENCY OK RUOW W.S EL-418.50 TOP OF BERM I,- EL. 42000 445 �' 445 EL. 418.00 / b 1• MIN. DEPTH Ex. cRADE z EMERGENCY OVERFLO PILLWAY ' J N.T.S. 440 z / 0. 440 DRAINAGE TRENCH ALONG WEST PA. SEE DETAIL, Of a 0F SHT. 7 a / PROPOSED GRADE 435 ' 435 NEW WALL / (3' MAX. /� NECT 6" WALL DRAIN TO AREA EXPOSED, / DRAIN AT SW. COR. OF LOT 27 (EL. 4' TOTAL) 427) AND TO AREA DRAIN AT SW. 0� LOT 31 (EL. 414). SEE 1 SHEET NO AS -BUILT INFORMATION ON TEMPORARY SEDIMENT BASINS 43o 430 / / / i SECTION A —A SCALE 1" = 30' (H ), 1" = 3' (V (SEE SHEET 5 FOR SECTION LOCATION) 91=11I 417 416 415 414 413 412 411 A&BUILT PROJECT REF: FAC # 22-0006 0 0 W 1. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY Qf6g")IMPY'S ENGINEERING REQUIREMENTS. DEV. REVIEW ENGINEER: DATE APPROVED: 6.30.2023 0 z 0 a Z Z Z z tuT o ffff!!!l1111 II KN� (f, D_ DDzi ", z0 Z (LQM WME z 3 z3 n Ow z cc mid W O <mz <1 I N �^ aW zo SHEET 6 SE 114 SECTION/r4. TOWNSHIP 211 N. RANGE 5 E, W.M. N07ES: THE AL CUS 4*D M It 1. CONTRACTOR IS REQUIRED M HALE THE CITY OF AUBURN STANDARD a ORNEWAY ENTRANCES ALONG TRACT B AND CUL-DE-SAC SHALL BE PER NOTES STANDARD DETAILS AND SPEORCARONS AVAILABLE ON ME JOB SITE CO.A, SM.. DR. T-35, ALL DRIER DRIIEWAY ENTRANCES SHALL BE PER 60.A, WHENELER CONSTRUCTION IS IN PROGRESS. STD OR T-34, 2. RESTORE DAMAGED STRUCTURES FEATURES ETC. TO SAME OR BETTER 9. ALL STORM DRAINAGE PIPES AND STRUCTURES /N ME EXISTING AND CONOTON. FUTURE R.O.W. ARE PUBLIC. 3. PIPE TRENCH BACKFILL SHALL BE PER C.O.A. SM. DR. T-OL 10. SEE SHEET 19 FOR PAWMENT AND OVERLAY LIMITS 4. PROPOSED ELECTRICAL AND TELECOMMUNICATION SERWCES SHALL BE ry. ORIIEWAYs FOR ME PROPOSED LOTS EXCEPT LOTS 5 ] & 13, SHALL BE UNDERGROUND. ON ME HIGH SIDE OF ME LOT AND A ID -FOOT VEGETATED FLOWPAM SHALL 5. ME APPLICANT IS RESPONSIBLE FOR PROWDING ELECTRICITY, NATURAL GAS BE PROWDED M DISPERSE RUNOFF FROM ME DRIVEWAYS TELEPHONE, CABLE, ME APPLICANT IS RESPONSIBLE FOR CONTACTING EACH AGENCY SEPARATELY. 12. FOR 51REEi SIGNAC-E SEE SHEET 20, 6. ALL AREAS SUBJECT TO CLEARING AND GRADING MAT WILL NOT BE 13. TRACT B INCLUDES A PUBLIC STORM DRAINAGE EASEMENT SEE 'TRACT COVERED BY IMPERWOUS SURFACE SHALL BE SUBJECT W BMP T5.13 NOTES' ON SHEET 4. (POST -CONSTRUCTION SOIL QUALITY AND DEPTH) SEE SHEET 10. 14. WA ER METERS FOR LOTS 6, ] & B REQUIRE TRAFFIC BEARING LIDS PER y 7. MAILBOX TYPE SHALL BE APPROVED BY ME PoMASTER. NEIGHBORHOOD CITY OF AUBURN STANDARDS COLLECTION BOX UNIT (KD.OB.UJ SHALL BE INSTALLEDED PER COA STDM.. DR. T-Ol 15. ALL ROOF/FOOTER DRAINS ARE 6" PVC. 16. RETAINING WALLS SUPPORTING A SURCHARGE REQUIRE A SEPARATE PERMIT. YARD Era 50 LF 8" PVC MR J5 O J99W I RIM 42230 1 51LF 6' PLC$DR 350274 6' lE 41 00 B0 LF B' PVC SOR J5 O 1.00F YARD DRAM YARD GRAIN I CONNECT M STUB - 49 LF 6' PVC SDR J5 O I.4Ix R/M DRAW 43223 RIM DRAT a3363 ,4] LF 8' PVC SOR J5 O 2IJX YARD DRAM YAIW DRAIN YARD MAW YARD DRAIN 6' lE 42fl 10 \ FROM DI gON l 42649 a2236 R/M 1124.i9 4zz 36 42830 YARD DRAIN Ball 427.T0 AT EL 4 1.75 RIM 424:48 RM 42f.90 RM 4o&, M egg 43719 YARD DRAM YARD DRAIN B' IE 417.60 6` E 41&30 6' lE 42a30 6' E 42310 RIM 41&9B a36 ee RIM 4JI.]0 8' E 42510 INVERT SHOT AT -- --- • /E 42580 6' E 42B.70 END OF STUB - 11 (TYP ). IE. 41 81 B' PVC ISDR 35 O Z17 B� P9i.' $<7R J5IS O &59.f E' d221] 1-IE d2] 90 1� IE. 42d 8] IE 42594 \' IE 42] 45 50 LF B PVC SDR 35 O 4.00l p 1 ® _ /-____50�8'PVC SDR JS O30l[ 69 LF 120 PVC SUR M 06:iAy (P26) -' o 6,3 sF 1 30 4�b ` WN 4,976 S.F./ C CB 19 TIPE 1 - - SOOO S.F. ZG _ _ _ _ a STA 10+59. 325 L __ 51000 Sr, RM IIESEM- RIM-42239 Qg 21 TYPE 1 5,983 S.F. fN. 12 �M418:2Q{N) 12"(NEA 758 E _ STA 11+2&17, 1325 L /yam STA I1+6&B5, 1251•L- 1. 6 12'(Sp41]55 n�-] i 42 IF OUT M&2S-(5) m /d'11 iB•}.4o- RIM=42I R I -2 flYl 12" E MiPE9&(N) 12 1, 12M 1E MM RIM=43325 1 AT 12" E /N M .99-(E) 12-(E =422 75 MI 1T(EE42EW AIA AT --L1 12'(s}-42271 11'lE Mi1&i8-(E) 1z^(Epdzs 93 .{... I 38 LF !2' PVL' SDR J5 O A 7Jy'(P2l) IE.4i091 1 30' 27 IF f2' PVC 5DR J5 d 9 LB 22 STA. 11+.TA1& iJ RM- \ 12'AE IN 22 11' E OUT 42& - n T ee LF 120 PVC SOR 35 OA, 4�1 m� 20 m� 6,490 BE l / I I Y� a' 3 I 3 it I 12' E our .lsese-(s) 120 x OUTsz6:48-(s) 1P(S)=42597 / •• _ INVERT OUT IS 0W ' HIGHER THAN INVERT IN h i - -J 6 I - W -W SDR JS O 1.82F(P,TIJ - a 372% ess"s _ - -25 LF 12- PIC SUR JS O A WIN (P38) I -:y- -_ _ 2e LF 12" PVC SDR 35 04 ]B> 1(P31) IE-42419 428 IE 424 ]i I[ 43096 34 � � - 492% I IE 43112 E 43398 IE. 43o 3T _ 49 [F 12' PLC 5'!M J5 O bA9.F (PJ]) IIM-42T 46 - CB 2 i1PE I CB Ze. TYPE 2-49 12'(E)=42312 I2'(WI-42310 1 STA. 12+69Lk{ fa R STA. J+J&2T• 1241' R RM #3HIS a 2 430 RIM=d3325 RIMH4HS RIM -dot 95 1Jr a36 120 E AN WIDUTTO&-(SE) 1T(SE1�2330 I2=E M138.+3 (N) 1T(N)43716 - 1rnONF4z618 - A- / _ � 1mON1 43a 1e I2'EWr-12418-(11) f2 Ep/T iJASe- R CREAILL.^ .... .... .. •Lg D��.i J 4J2 593J SF. _ _ B42F : 6�737% if T1PE I 438 ,30 LF 12' PLC O 25) Iff i as a{ STA O+B7.97. 8.11 " RM ii1 RIM -an 89 / 41 '(Pb) 12' lE IN i2J.8B-(E) 12'IEF424 W ST I4Z 1 �) 12' lE WTYP,'c98-( 1z^(wWz4 us . 1 STA. 11+47.93 JA00' R \'( RIM 4ddp6- RIM�32 97 434 3e - 436 - � M, t 1 440 12= E BUT 1J&J1-(NW) IT(NW}-J3032 T( F 455 ]e STA 1+]6.OB, &4T /By RIMWE432, E', � I 12' jrE WT-1dEi9-(IY) 12yW1=432.12 DUT- 446 •. ( 4JB S5006 442- ,/ I Yaoo JcvIr � \� I �\ 440 UZRJFY EASEMENT \ 10 \ c (') 4BOD SF. PRIV _ _ INVERT BHOT IS 443IS A "+ 11 snEe�Tvvl 13 a II 17 11 I895F II / 5915 SF LIE. YARD MAIN RIM 444.11 6' E 44266 IE. 44392 5,9538SF 1 �450 LF 6" PVC MR M O 2009 NET AREA 8,69T SF AA 8,,30 SF. u, O L.B 27 TYPE I STA 1+7T00, IA25n RIM d3.i-IB- RIM�3306 12" E IN N) 12'(Nk43109 12' E Wi(E) 12•(E1=430.e9 W 2& TIPS i STA I+TTW,, 1325 L RIM IdBI RW=43RIM-43311 333128 12- IS OUT -FTFW (5) IE 433 W 6 6]% 27 LF 120 D/ 0-a53X (Pie) I :L-1 IE 4a562 I �\ _ . _ 5 `STA 14+7&54 IaM' M1I +kT " -12: E M119.9F(*2� -12' E M�3P.1f-(E) L 12• E OUT�.IIr(s) "1WH29.$3 "(E1�3177 "(61>2901 SL RIM"�F i 12" E OUT 2e LF 120 5 9 5 AND F ` \\ \\ 7 k 7.515SF6,71 511 26' 2% 1 n!�)/dYdliYa471I1/YY.'�LL DETERMINE lIHL77E GE07EYRE FABRIC WLL BE NEEDED DURING CONSTRUC770N. SECTION B-B TRACT B (PRIVATE ACCESS ROAD) N.T.S. w z J CL //2" CL I' �-CffiC NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. Cd 2 Wa'Wg Days Before DW 811 Ulies lRber¢0918 Lomftn Center (ID,MTNIDIORWA) A&BUILT RFVLQIAN 4 ON ORIGIN 1 UNKNOWN j1 u 4' PLnsnc ORIGN ----e � UNKNONN 4" PLASTIC ORIGIN UNKNOWN PROJECT REF: FAC#22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. APPROVED BY DATE APPROVED: 04/05/2024 R.\2023\0\23038\J\Drowino\Base\3SD23036Jw9 41412024 1. 56. J3 PM I COPIRIGHT © 2023, D R STRONG CONSULTING ENGINEERS INC. D.R. STRONG CONSULTING ENGINEERS DWO/NEER3 PLANNER8 3URlR�'ORS 820- ]OAVE1WEpRI9AW0, t1G 89099 041fiRtl..M.W F4ffi8�1413 y i Z 4~� 3 z rr Vp of QS To W 0 �o2J O O to W Q � W c O a` O � Ci S Lw Lw o �il N O O DRAFTED BY.- LTD DESIGNED BY.., PROJECT ENGINEER: MAJ DATE 091071202J PROJECT NO.: 2J038 DRA LING: C7 SHEET. 7 OF 26 / APPLICABLE STANDARD: CITY OF AUBURN DESIGN DEV STANDARDS SECTION 10.02.5 PW ST = 11+56.37 PM V = 430+35 .35 A.D = -5.20 K - 3847 (SAG RTICAL CURVE I / LENG ) FROM 328 FEET T 75 FEET IS APPROVED. of ADDITIONAL LIGHTING SHALL Fo BE PROVIDED AT THE of 1 INTERS CTION. DEVIATION �EX APPRO D WITH THE HEARN I / �- �� GR EXAMI IER'S DECISION. DESIGN SPEED = 30 MPH / yi SSD = S = 223 DEV A - 10 L = 25 - ((400 + 3.55) A)N n,n ---- ice/ PROPOSED W 19-0047 = 2x223 - (( 00 + 3. x223)/10) ��� �_� GRADE PROP• 4, = 328' THEREFORE DE ATION NEED D +N ?~ In 75.00' VC ' 0i Q+I� 30 LF Q$6PT3% o P32 2d LF�853% //ONO zi_j oar®,T9'b 3mw m / N I w / In RIM4n 39 _ a W I / iTINk41]58 I'(E1 1755 - O `\\ m > U m CONNEOI T CB Na. w SNB / z9A _„ I CB No.2 \ < m IEL.�416. " - " I RIIV 3M 25 5 $ 12'ISE}-426.30 11 c9 w • •I " _ PRE 12-(Wyr2019 P`I'0 w= 11t 2 -"" CB No.23 �®Ile] RIM43325 12'INp42606 IT(E)42593 IT(S)=425.9] /A INVERT OUT IS 004' i HIGHER THAN INVERT IN CB22 - �" I RIM-427 45 1T'(E-2314 P29 ------� 1T'(W1=42310 ez1 ^ GRM=42] I 29 I iT(NI422.]4 EX. GRADE 1T(sp4zz ]i PROP. GRADE J a a I SE. 3 4TH STREET ^ NN t'7Y NtmY N Mm M n MNl MN M< M'(J Mh WORK HERE TO BE COM DLETED UNDER THE ALICIAS DIVISION I (FAC20-0018) I 11+00 12+00 13+00 14+00 125TH PL. BE PROFILE SCALE- 1" = 30' (H.), 1" = 3' (V.) ui vi n n +c, m i +m z�oi z Nj II now ow mw now 15+00 II w 110 LF�105% 16+00 TABLE OF CATCH BASIN INFORMATION FOR STORM PIPES (TI IS SHEET): THIS SHEET: P27: 48.1LF - 12" PveseR 35 0 4.25 P28: 55.4LF - f4'-PVB-SBR-35 0 7.eft- No.19A-TYPE I CB No.23-TYPE II 48" CB No.26-TYPE 8" P29: 26.5LF - 12" PVB-SBR-35-0 6.53% STA. +59.33, 13.25' LT. STA. 12+56.17, 12.46' LT. W/SOLID LO G LID P30: 21.7LF - 12'-PV6-S8R35-®-gS6% GR.EL= .26 GR.EL= 432.82 STA. 14 .58, 13.25' LT. P31: 140.1LF - I:RPVc SEIR 35 11 2.55 I.E. = 418.2 I.E. (N,S,E)= 425.76 - 8.83, 13.25' RT. P32: 25.7 LF - 1' FI SBR-35-0-6.00% I.E. (WI 426.26 = 438.77 P33: 24.2LF - i2"-Ptl6-SBR-35-®-8:74%- CB No.21-TYPE I I.E. (S,W)= 429.97 P34: 220.4LF - 12" Five '.z--r"ir% STA. 11+16.03, 13.25' L . CB No.24-TYPE I I.E. (E)= 432.11 P35: 109.8 LF - }2" D... 0 GR.EL= 426.33 TA. 12+56117, .03X """ (N,S,E)= 422.19 1 . ' RT. CB No.29-TYPE II, 48" P37: .4 LF - B..{-' .I.E. GR.EL. 4 2 STA. 3+36.21, 12.46' RT. p38; 257 Lp _ }p"-ma05y, -TYPE I I.E. (E = 7.82 GR.EL= 441.06 STACB :11+1A 13.25' RT. GR.EL. 426., GR.E(W No.25-TYPE I I.E. (N.)= 439.13 422 I.E. (W,E)= 422.33 STA. 12+49.02, 36.50 T. I.E. (W.) = 434.58 I.E. (S)= 435.08 GR.EL= 433.79 CB No.22-TYPE I I.E. (N,S,E)= 430.29 I I�I� STA. 11+16.03 .00' RT.No.30-l7PE I.E. (W)= 429.79 GR EL = 4 9 STA. 36.21, 13.25' LT. I.E. ( 423.61 I. N.S.E)= 424.11 I.E. I.E. UTILITY CROSSING TABLE FOR 125TH PLACE BE. �1 8" SS N-S TOP (419.08) CROSSES 12" SO E-W SOT. (422.28) AT 6.68, RT., SEP. BY 3.20' Q2 8' W N-S TOP (420.23) CROSSES 12" SO E-W BOT. (422.23) AT 6.75' RT., SEP. BY 1.50' (SEE NOTE 1.) Q3 8" 6 SS N-S TOP (421.94) CROSSES " W (HYD. LINE) E-W BOT. (426.13) AT 5.50' RT., SEP. BY 4.19' 04 8' SS N-S TOP (424.81) CROSSES 12" SO E-W BOT. (427.19) AT 5.50' FIT., SEP. BY 2.38' Q 12" SO E-W TOP (427.32) CROSSES 8" W N-S BOT. (428.86) AT 5.50' LT., SEP. BY 1.54' © 12" SO E-W TOP (4,33.50) CROSSES 8" W N-S BOT. (435.03) AT 5.50' LT., SEP. BY 1.53' Q7 8" SS E-W TOP (4,31.94) CROSSES 8" W N-S BOT. (435.20) AT 5.50' LT., SEP. BY 3.26' 440 430 420 NOTES 10 ENCASE THE WATER WITH DUTILE IRON OR STEEL PIPE DESIGNED TO WITHSTAND A MINIMUM STATIC PRESSURE OF 150 PSI, EXTENDING AT LEAST 10' TO EITHER SIDE OF THE CROSSING, FOR SEGMENTS OF THE t WATER MAIN/SERVICE LOCATED CLOSER THAN 18 VERTICAL INCHES V 3 FROM THE NONPOTABLE LINE (STORM, SEWER, OR NATURAL GAS LINE) J AT THE POINT OF CROSSING, OR WHERE THE WATER MAIN/SERVICE MUST CROSS UNDER THE NONPOTABLE LINE. SEE COA STD. DTL. W-26. - o LU 3 o O o �om� a `L SXo oM �� LU m d J p a� W Q2 ci J Lu > 00 Oo zo m Q� 3Q AS -BUILT NOTES: I n THE AS -BUILT INFORMATION ARE ONLY PROVIDED IN THE PROFILE VIEW. Q 410 AS=BUILT PROJECT REF: FAC # 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY QfS/*)1Mpy'S ENGINEERING REQUIREMENTS. DEV. REVIEW ENGINEER: 6.30.2023 SHEET 8 OF 26 a SE 114 SECTION 4, TOWNSHIP 21 N. RANGE 5 EA W.M. EA CUS � DIMM It 1F.5SD VS9? 1T5!A I1+Z&1l, 1325 C. 8 a II M Wry Y 455 ti my Nry WII Y 0� VW WII —450 W 450 ROAD IERLINE h h ROAD CENILRLM'E - II 1= V1� b y b V tr V M b V � <N 0 5 i 0 435 % 6 11 (P35) J 2 CB 1 STA 3+ _ 430 11. 1d15 430 R/M RIM=46119 120 E OU i391i(S) 12Y8)=43862 _ j ?B LF I1• a O &35F (P B) 562% 1 CB 28 2-48' STA 3+J524 { - 1241'R RIMN)=437 423 120 f1• E N) 18(Wp=424 6 TA. 14+7&54 17 i1PE f 315' L 111 jr OU C 4d1:BB-(W) 1%Yw}-a3a 16 STA 1+]l. 1315 R RNA133i6- RIMJ3305 RBI 120 E Ni RIM=43653 (W) 48 lF 1 0 PVC SOR 35 O69Bi J7 11• (E 1,N:+i"(14) 12"(N)=431.00 11• E /N IT'(W)JRBa t2"(E}-63L]] 492% 4p 11• IE OUT431: E) 12"(E)= M,99 E WT (5.) 1T(S} 9IN uD Ell 77 1F 12• D 0 &-S51F(PM) CB 24 TYPE 1 STA 1+7 ..M,, 1325' L Rill RIM=63311 RIM 3C3126 E J02 PLAC 11• E OU I31.1b (5) 12 ITN UTILITY CROSSING TABLE FOR SE 3O2ND PLACE X w CD 80 SS E-W TOP (426.33) CROSSES 12" SB N-S BOT (431.15) AT 541' RT, SEP. BY 4.82- 02 8• W E-W TOP (429.71) CROSSES 12" SO N-S 80T.. (431.21) AT 5.50' LT., SEP. BY 1.50' Q3 8• SS E-W TOP (43194) CROSSES B" W N-S GOT (43520) AT 586' RT, SEP BY J26' ® 80 SS E-W TOP (4J394) CROSSES 12" 50 N-S BOT (43917) AT 577' AT, SEP BY 523' O 80 W E-W TOP (4J7.73) CROSSES 120 SO N-5 HOT. (U9.23) AT 550' LT, SEP. BY 1.50' © 12' SD E-W TOP (4 3.50) CROSSES 8" WA N-S BOT. (435.03) AT 1225' RT., S .. BY 1.53' .r+•w uro� x�u xac NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT HORIZONTAL 0`�0 5 5 1 INCH = 5 FT VERTICAL 11" E fY• E MT RIM=4 ]29 12'(N)=422 85 8 9 12'(E)=422 89 S F. 12"(5)=422 N 94 0 nT% I BA LF 11•PlC SW.T50d ]1F(P2B) 1 CB IB T 1 ,{ =STA 1PF513; 1325 L Z RNAi2 (N) 120 E our�1&z& 3 I - 30 RIMJ22.7 12'(N)J956 4,S76 S.F. 1Y(8)41].65 4 { E IN 3T2' 1F 129 Pun SIR 35 0 a r 5,210 F. CB J1. TYPE I 5, STA 0+87.87, &42"L mm 127.&1 120 E W 12 98-(E) 16 5500 &F. �M LF 11•PYn.O 35O ,7 18 5915 SF. 6.42 L RI196 12"(w)� 2.12 AP F L0M 16-18 ' w i!ti — r _ ......1N BARRICADE PER ! m 510. 01L T-45 (, COA M. ao-45 SIGN (Rf7-2) x I �I UTILITY CROSSING TABLE FOR *71 TRACT B QI 8" W N-S TOP (420.73) CROSSES 12" SO E-W BOT (422 96) AT 635' LT, SEP. BY 2.23' C'V P Wo kFlp Days Bef" You Dip 0 2 80 SS N-S TOP (4M..05) CROSSES 12" SO E-W BOT (42J.X) AT 6.46' LT., SEP. BY 301' 811 UtWJ" UndaYt3ound Location C tw Q 80 55 N-5 TOP (41749) CROSSES e- WA E-W BOT. (422.54) AT 10.49- AT, SEP. BY 5.05' 1 (ID,MT,ND,ORWA) R.\2023\0\23038\3\Drowino\Base\35023036Jw9 41412024 1.59.21 PM I COPIRIGHT ©2023, D R STRONG CONSULTING ENGINEERS INC. M D.R. STRONG CONSULTING ENGINEERS O40RffER6 PLANNER8 6URVEY0R6 M. MAVBMEpR ,, RH 90083 042&B2T.. F4ffi6172013 m LuV QZ p2Qm� C fLu cr kl� aam�� o o y co y I_ W F G O � i V O M �il O O DRAFTED BY.- BD DESIGNED BY.., PROJECT ENGINEER: MAJ DATE O91071202J PROJECT NO.: 23= DRAMA(C: C9 SHEET..- 9 OF 26 BMP T5.13: POST -CONSTRUCTION SOIL OUALITY AND DEPTH . Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. In any areas requiring grading remove and stock- pile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. . Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as struc- tural fill or slope shall, at project completion, demonstrate the following: 1. A topsoil layer With a minimum organic matter content of 10 % dry weight in pianfing beds, and 5%organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of inooporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some Incorporation of the upper material to avoid stratified layers, where feasible. 2. Mulch planting beds with 2 inches of organic material 3. Use compost and other materials that meet these organic content require- ments: a. The organic content for"pre-approved" amendment rates can be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells. Swales, and Planter Boxes (p.959), with the excep- ton that the compost may have up to 35% biosollds or manure. The compost most also have an organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plan Ings com- posed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted material meeting (a.) above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits Identified in Table 220-B, Testing Parameters, in WAG 173-350-220. 1 resulting soil should be conducive to the type ofvegetaton to be established. . Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below: 1. Leave undisturbed native vegetation and soil, and protect from compaction dudng construction. 2. Amend existing site topsoil or subsoil either at default"pre-approved"rates, orat custom calculated rates based on tests of the soil and amendment. 3. Stockpile existing topsoil during grading, and replace it priorto planting. Stockplled topsoil mustalso be amended if needed to meetthe organic mat- ter or depth requirements, either at a default "pre -approved" rate or at a cus- tom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the require- ments. EL 42784 £L 428.23 12• --1 EL. 428. 16 EL. 42725 N 0f$' �I a I.r$ m .' EL. 428.OB f 1,. $ 5aX VEL. 42791 EL. 42159 EL. 42a32 ID.oz bt VI jI OII' O w 1 1.5$ 4.79 99z £L 425.98 EL. 42663 EL. 421.22 EL. 428.54 a. 426.58 RAMP DETAIL NO. 5 (TRACT B SIDEWALK CONNECTION TO 125TH SIDEWALK) SCALE 1" = to, SE 114 SECTION 4, TOWNSHIP 21 N. RANGE 5 E, W.M. THE ALICUS � DIMM It GRAPHIC SCALE 10 0 s 10 20 w IN FEET ) 1 mch = 10 It SEE RAMP D PLACE ,d a + 1 141 125TH PL. SE AND BE 302ND PL. INTERSECTION SCALE: 1" = 10' STA. 2+66.21, SE. 302ND PLAcv 0 w 6 a N STA. 14+55.96, 14.00' LT. 438.45 RAMP DETAIL NO.1 (H.C. RAMP) (SW. CORNER OF INTX. OF SE. 302ND ST. AND 125TH PL. SE.) SCALE: 1" = 10' SE. 302ND PLACE STA. 3+34.21, 0 STA. 14+55.54, 14.00' RT. 438.44 RAMP DETAIL NO. 2 (H.C. RAMP) (SE CORNER OF INTX OF SE 302ND ST AND 125TH PL SE) SCALE: 1" = 10' 302ND DESIGN ALIGNMENT AND CROWN ALIGNMENT DIVERGE HERE a g a SEE RAMP DETAIL 2 DETAIL RAMP DETAIL NO. 3 (H.C. RAMP) (IHACI A) SCALE: 1" = 10' SE 302ND PL CUL-DE-SAC DETAIL SCALE: 1" = 10' ��r o Call 2 WorYJhg Days More You qp 811 Utilities underground Location Center AS -BUILT (IDMT.ND0FtWA) REVISION THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET PROJECT REF: FACT * 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. APPROVEDBY DATE APPROVED: 04/05/2024 R.\2023\0\23038\3\Drawings\Base\3RAMP23038 Bwg 41412024 2.00.56 PM COPYRIGHT © 2023, D R STRONG CONSULTING ENGINEERS INC. M D.R. STRONG CONSULTING ENGINEER br4omeFas vLArevERa auavbroas 0 Z Q 0 V W rX DRAFTED BY.- BD DESIGNED BY.., PROJECT ENGINEER: MAJ DATE 091071202J PROJECT NO.: 23038 DRAWING.- CIO SHEET: 10 OF 26 CAST IRON BELL GRATE NOTES: 1 AREA INLETS TO BE CONSTRUCTED FROM CONCRETE PIPE, IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN ON THE PLANS OR NOTED IN THE STANDARD SPECIFICATIONS 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS AREA INLET -+- WALL THICKNESS I 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE AREA INLET WALL 4. THE GRATE SHALL HAVE SLATS (HOLES) PLAN VIEW THAT CONSTITUTE 50% OPEN AREA FOR D INAGE INLET BELL SURFACE SHALL BE SHED TO ASSURE NON -ROCKING FIT WITH Y POSITION. z --___________ --------------- a m M e D 4" MIN. SEE TABLE 1 460 c Y 450 440 8.2 LF 12" STUB 8 (DMSIC 34.49 LF 12" SDR 35- 012.OD% 430 01 DATUM ELEV 4z0 00 d ELEVATION VIEW PIPE SECTION 7_T4" MIN CONCRETE CLASS B AREA INLET SCALE: 1" = 30' TLET PIPE 0 INLET DIA. (D) 2" 8" 18" 12" 4" TABLE 1 STREET TREE (TYP) STREET L10HT PER ODA STD, 971. 1-29 (TYR) LANDSCAPE 3 3p STRIP NO PARKING 5YGN PER o 10' N77LITY (TYP) 50, R COA SID. OTL T-40 10' UALITY EASEMENT 3, R/W f EASEMENT- S5' 5" TYP 2" 5 /IYP) 55 14' 14' TIF = 5" THICK CONC. 0 rAKAIrvv Au unc u unc CEMENT COI SIDEWALK (TYR) CURB & GUTTER (TYP) 2" a 112" (T)P.) ' CL Y (TYP.) 4CSBC (TYP.) 5" THICK 001JC SIDEWALK (TM.) SECTION A -A 125TH PL. SE AND SE 302ND PL. (LOCAL RESIDENTIAL) CROSS-SECTION N TS. <w z YO aw FF ON yFyI z 00 UW FN OY w= ON F 2 NF by 1 °?W Mw� Ij UN W NOON N O 4 n VIW Np x y0 U�b + o4 �z 438 PROP. GRADE 436 EX. GRADE 434 SEE 7 A 432 430 452 450 448 446 444 PI 442 440 438 KEYSTONE WALL CROSS-SECTION AT EAST BOUNDARY LINE - SCALE: 1" = 5' i 438 436 7 434 430 10' P a F' SD MT. 4 KEYSTONE WALL - - 441 1 _ -X. GRADE SEE TYR. DR. TRENCH ON BHT. 44, 7 AND PROFILE ON THIS S 44 '.OP. GRADE O 44' WALL DRAIN CONNECTION 440 ON SHT. 7 438 V AT EAST BOUNDARY LINE - STA. 2+00 SCALE: 1" = 5' 456 -- - 456 / SDI Ei MT. c 5q 454 fj SEE TYP. DR TRENCH SHT WALL DRAIN No 7 AND PROFILE ON THIS SHT CONNECTION 452 SHOWN ON SHT 7 452 Wo KEYSTONE WALL 1, �5 450 450 EX. GRADE Q w Q w M O z w 6 V NN wF 00 ONE �� 6 VIWO wo 0 J F H 1 0 F O U N __ UI O O O N W M Op O G G N O z F N z Z O O V 4101K V bw01 __ 5.5 VC PERF. SO ® I% PERF. W ®1% ✓ 91.2 LF SP VC ERE. SO ® 1% n zzw EXIS NG GRADE#IJREA -- - PVC PERF. SO 1% I AREA INLET AREA 122.5 LF 8 S 5+57.48, LT. AREA INLET w PROPOSED GRA E / g PVC PERF. SD 1% GRATE = 455.45 STA. 6 50.99, 6.17' LT. oc vl LF .E. = 449.85 RATE = 454.33 3Q I DRAINAGE TRENCH REA INLET I.E. = 450.83 w o N N c TA. 4+34.94, 11.17' LT. RATE = 454.22 b AREA IN T E. = 448.62 AREA INLET w ¢ INLET STA. 3+1 .41 11.1 ' TA. 1 T w N TA. 2+36.61, 3.84 T. GRATE = 450.00 GRATE = 45 .51 RATE = 449.24 I.E. = 447739 I.E. = 449.91 E. = 446.62 / APPROX. EXIST. App X. E (IST. PROPOSED4L KEYSTONE OFFSITE RR APPR X. EXIST. OFFSITE K YSTONE WALL LL (BEYOND) TIE WALL 0 ITE RO KERY i VC AREA INLET STA. 5.00, 3ZLTGRATE = = 5LE. .66 = 432.66CONNECT 6' A DRAIN EL. 43 0 72.3 LF 12 PVC PERF. SD ®1%. CONNECT TO STUB FROM DIVISION AT EL. = 31.91 C No.33-TYPE II, 48° VISION SA. 0+21.53 .01' LT. EL= 4 . I.. (E . 12' E.)= 435.03 L 12" S.) = 430.45 (16° w.) - 429.95 EAST NDARY LINE - PROFILE L . (12A N.)= 431.82 SCALE. 1" = 30' (H ), 1" = 3' (V.) 00 1 00 2 00 3 00 4 00 5 00 6 00 M O M M > O uJ uJ i(J i(J VbJ VJ N N a a a a a a a a a a a a a 460 448 - - - ' 448 ];1 LINE OF REPOSE 446 MEASURED FROM 1' PROP. GRADE BELOW BOTTOM OF EXPOSED WALL 444 I I 444 CROSS-SECTION AT EAST BOUNDARY LINE - STA. 3+00 SCALE: 1" = 5' 462 EX. KEYSTONE 460 15' PVT. FT WALL FENCE_ 458 P 456 450 454 452 455E 4487 0 458 456 454 452 450 POSE M 1' BELOW BOTTOM OF EXPOSED WALL 446 CROSS-SECTION AT EAST BOUNDARY LINE - 3TA. 4+00 446 SCALE: 1" = 5' 462 460 458 440 PI 456 454 452 4S 487 ROP. SD ESMT. GRADE EX. GRADE E TYP. DR. TRENCH ON SHT. AND PROFILE ON THIS SHT. O ];1 LINE OF RE MEASURED FRO J 15' PVT. a EX. KEYS WALL/FEP 51) ESMT. '.OP. GRADE ' X. GRADE ];1 LINE OF RE MEASURED FRO TYP DR TRENCH ON SHT. BELOW BOTTOM rvnncCn ,A,AI _,.__S �. ...,I _.. . 9S ECTION AT EAST BOUNDARY LINE - STA. 5+00 SCALE: 1" = 5' FWF 460 458 456 454 452 'OSE A 1' OF 48 460 ; O EX. KEYSTONE 10' PVT. a' WALL FENCE 458 SO ESMT. 458 430 PROP. GRADE 456 456 EX. GRADE i 454 454 J 452 452 SEE TYP. DR. TRENCH ON SHT. ];1 LINE OF REPOSE 7 AND PROFILE ON THIS SHT. O MEASURED FROM V 450 BELOW BOTTOM OF EXPOSED WALL 446 446 CROSS-SECTION AT EAST BOUNDARY LINE - 6+00 SCALE: 1" = 5' AS=BUILT PROJECT REF: FAC # 22-0006 THESE PLANS ARE APPROVED FOR 420 CONFORMANCE WITH THE CITY �g")IMPY'S ENGINEERING REQUIREMENTS. NO LONGER PROPOSED DEV. REVIEW ENGINEER: nA. Auuen., M. 6.302023 0 0 O L) Lu ct w I III- I I I i I I I II I R 31 e 20 19 I I 30 29 28 27 26 25 24 23 21 L 0 15 14 TIE WALL 13 1 00 ml m A - A m m A O II 11 3: O A OI\j1T pAll W � O II1I pe, mErnl V' _ 125 7@ESIDbI 11 10 I I 1 N 1 a TRACT A 1 II 3 8 7 6 rd 5 GRAPHIC SC' m IN FEET ) I inch = 30 It UTILITY LEGEND EXISTING PROPOSED STORM ��so— *-5p WATER IF W SEWER SS --SS H d LIGHTING & p ELEC. (U/G) Y Y � PHONE r b3dy O���G X 5 NAT. GAS � a TV —TV b �fYIS Y'�)V s" e Pftp 3 POWER — a J 0 w<� z w S � 3 m O o o N a z N� a J o N LU p C 8 � I 00 aLi Q No X IL...II O s M ¢ma LU Q LU g� w � s 1 � SJ S a N B¢gQ i Z z Z Z ffff!!!lJ1J1 Z o ,g mzo"I 0in Zp Q�I WZ Z5 3z3" �mI z o»w AS -BUILT z o <m mo< S vN THERE ARE NO AS -BUILT Q o INFORMATION ON THIS SHEET p a v° SHEET 12 OF 26 SE 114 SECTION 4, TOWNSHIP 21 N. RANGE 5 E, W.M. T EALICUS s DIVISM It 1. SERNCE STUBS ARE TO BE I% MINIMUM SLOP£. 2. IRACT B INCLUDES A PUBLIC SANITARY SEWER EASEMENT. SEE 'TRACT NOTES• ON SHEET 4. 3. FINISH FLOOR ELEVA IONS (FG) ARE APPROXIMATE. I ( N EX SSMM. IB' RIM Ida.-]6 IN J- 8- lE OUT OBBOB (Ifi (REMOVE) lE = 41548 E (NEW) RECHANNEL (AT 10.In ACROSS) ------ To, —_-- 1 FG 42440 FG 421.60 1— ' FG a2o 30 '- 6e1% Fq av ao / FG a2Bvo INC <II7b� 1 1 58 LF 8' PVC SIR a amtr .FG 42&BO - -FG 43020 1 lM 48 LF B' PVC 35 0 SBJX-1 FG 433,60 � 0+11 31 30 1 3B1 S.F. / 4,976 SF. $000 SF. IE 42(130 2L� V \� IE 42836 IE 41859 - 51000 SF 03 5983 SF. SHOT TAKEN NEXT TO BTUB BEE ENOOF STUB. 3010 E 42483 IE 42552 FG 43480 43210 FG 436.20 FG 437 70 IF AM 81 41 _.. RIM 434% RI -. 8' lE IN imm 1 00 • lE OUT_B' i 42599 (I/) e (w) V _ _ I - - W W W - -I �,;yy` - 237 SfLP O 356% - --iLd� - 1F. s (LOCAL REBOENIIAL,� ro ' 1 I f�`OflNGCrM l / - - IN-- it -- - -- _ _ - SiYR 15 4B" / �......' EL 4idM-, FG 4 n -5/A 1J+5).4i S50'R-- _- -- -- -n 42 > b34 �mj RM11dvn8l 6 - - r eyN)=4t290 ' { B'IE OUT I?F.B? Ill RIMo3594 Z J 661 2L.50 FG42610 IEab 93 B'KWiPf.92(E)3ySY42Tm -N ser A Bw /E W MYi.9P Ill 6 E)-42724 y 61NW1=42T 20 �� �I 4 0 FS-a3L50 FG 433.60 FG a36.00 - I (� 15 14 436 �� CTA II IE; 41T is .. R CREA71M i .CIE 43Q68 - IE 4326 OBJ SF IM-4P�L __- b.933 SF. - -y,•- ' FG a3010 m-'6,545 SF. FG 42650i FG 43660 FG 43760 438 -- y y STA. 3Pf25B7, 32I.80L RM y�.Iy R - T48 .STA I1+222L 550'R IEt 42e 33 �� - B" IE IN 4fBee (E) 8 (E) 41891 RIM 428.9f RIMJ2T o3 SSAIN 1 4B' C 8 (W)=41880 8w /E /N MB:BP (N) 8'(N1=418.50 STA 10+]I. ]8. 588' R B IF OUT Ii9d-3 (W) m 5' E /N Ill (E) 6"(EPste 46 FG a4©,00 FG 44I 50 b a IN>-4135,°3 B' IE M4 RIM Bw x our 4r5et (SJ 8'(S t131 8.66 440 POsnaY IM WT 8"(S)-4'4 82 E 43199 N 8' E FY +181 (11) _ OF FLOBLINE B' IE OUT +Nb]B-{S) O1 _ -_ _ - - - 2 LP B' P4C SDR 350 155% STA 4+64.00, 530' R RM MB:B3 RIM=4466 / II 7 00 OO I 1 16 Fc aa0 6G 14z - IE 44119 So CUT MIFF (W) Ill 6 � 5500 SF.IF FIG / 1+41 aJ � � A 6,490 SF I )IE 43f.69 \ 1+5] __ N 440 �� IE44124 10 FG 44230 61 SF. �\ a _ �aaz �' INC 44690 13 ----�� - �s 44595 11189 S.F. / 11 1{01 15 SF. FG 447.20 N - �____� QQQ"' ) i FG 44620 <4a � IE a3982 NET AREA S\ _ FG 44720 _ 9,97O]D UF SF ----_ 446 8,6915E FG 45L20 438 IE 44083 DO IE 442 TO FG 45200 11, OwD A v .F 11 vn F 8,3011 SF. 5, 953SF. G 44850 STA 2+8A6R 0.50R 3 I II � RMf 41 RIM=44T13 FG 451.20 Bw /E OUT f ..£5 (M) V'rya)=43813 6?� 452 a50_ AND C0. 474% 27 LF 8' PLC SDR 35 & aWAf- I I IE 43073 0F00 �( 1 FG 436,70 6,500 S.F. IE 43202 0{57 FG 44L50 FG 43750 5,5 ---------- � I T '� IE. 436.35 O SHOT TAKENNEXT TO SLLOA sTue sEE END of sTue It TIP) _ - _ FG44210- _ 5,500 FG 446.10 F. 1 1f29 INC 44390 FG 44790 I♦77- $5 SF 531 FG 450,10 N O v- ff-1 FG 44610 GRAPHIC SCALE IS 0 15 30 60 _ f INCH = 30 FT. 2+67 IE- a4t s4 rlih _ r / FG 447,20 FG Ill 5,919 F Call 2 Workl Days Before You Dip $ 811 \� IE "N Utilities Underground Location Center V (ID,MT.PgQRWA) E 44177 AS -BUILT \ FG 452f0 ' \ FG 45610 NET ARE PROJECT REF: FAC f 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBLI ENGINEERING REQUIREMENTS. APPROVED BY DATE APPROVED: 04/05/2024 R.\2023\0\23038\3\Drawings\Base\SSS23038Jwg 4/4/2024 2.06.39 PM I COPIRIGHT ©2023, D R STRONG CONSULTING ENGINEERS INC. D.R. STRONG CONSULTING ENGINEE EMIIIIE s PLA)IYER8 BUll 810-iMAVE1W #IWWAMJ. tW 890: O928B2T..M.W F4ffi827,2413 i W c 5' 0 O � Ci S SA4 o �il N O O DRAFTED BY' 80 DESIGNED BY., PROJECT ENGINEER: MAJ DATE 091071202J PROJECT NO.: 2J038 DRAVWAl CIJ SHEET.' 13 OF 26 I WORK SOUTH OF THIS j NI I I I I I LINE TO BE COMPLETED I' I I 131 1 1 UNDER THE ALICIAS DIVISION I - (FAC20-0018) I / 4 / .50 / I OD SF ISSCOII. . 1416 50 I STA 10+2114, E 565' RT. CONNECT TO DIVISION I , STUB, I.E. 413.34 I (qx 3 I m E A3 \418.00 a' SS 12 r ` 22 / =4�5.51 SSM \ \ No. 1 \ �' 432-I- / / ���� �SMH `j1 I f� V A\ 436 -�/ // SSMH�'YO. 16- /30 \ 29 O ,31 -- _ \ \ / / _ _ 281 2�- 26 25 -432-24 t] / FFE=42600 FFE=439�0 /r �� A �/ // ¢� I SSCO LE \ FFE=431150 1 FFE=433.50 ,'FFE=44550 \ / SSP12 42450 / 1 I n 1 A FFE=436.50 \ FFE=437.50 / FEE- 438.5Q I /^� rrssco LE I SSCO LE / SSCO E. / 427 501 I 429.50 / q37 50 A SSCO LE �SSCO I.E. i / / 1 0 0 �' -� / 1 ,o / I 432.50 M50 / LE. 4/52.50J o / - ± rr' I �� �+ 1 Fr'E=427.00 ) I SP13 � / I FFFE=4630150� + / r`i �- 0 -_- S3090 // SSCO IE. 43250i^ - SSP14 0 I.E. --- j6-- rr FFE=434.5 / rr r FFE=43 125TH PL. SE PLAN SCALE. 1" = 30' D 50 Nti 101 / sP16 r n 1+00 UTILITY CROSSING TABLE FOR O I E 430.s6 - 125TH PLACE SE. \ =436 50 0 8" SS N-S TOP (419.08) CROSSES 12" SD E-W BOT. (422.28) AT 6.68' RT., SEP. BY 3.20' \ (: 8" W N-S TOP (420.73) CROSSES 12" SD E-W SOT. (422.23) AT 6.75' RT., SEP. BY 1.50' \ (SEE NOTE 1.) 8" SS N-S TOP (421.94) CROSSES 6" W (HYD. LINE) E-W BOT. (426.13) AT 5.50' RT., SEP. BY 4.19' ® 8" SS N-S TOP (424.81) CROSSES 12" SD E-W BOT. (427.19) AT 5.50' RT., SEP. BY 2.38' - flN�� I I RAC A \ O 12" SD E-W TOP (427.32) CROSSES 8" W N-S BOT. (428.86) AT 5.50' LT., SEP. BY 1.54' 12" SO E-W TOP (4,33.50) CROSSES 8" W N-S SOT. (435.03) AT 5.50' LT., SEP. BY 1.53, Q7 8" SS E-W TOP (431.94) CROSSES 8" W N-S BOT. (435.20) AT 5.50' LT., SEP. BY 3.26' \ SEWER PIPES (THIS SHEET). -- SSP12 47.8 LF - 8" PVC SDR 35 ® 6.52% _ -� SSP12A 61.9 LF - 8" PVC SDR 35 ® 4.57% SSP13 174.5 LF - 8" PVC SDR 35 ® 4.56% SSP14 231.3 LF - 8" PVC SDR 35 ® 3.78% �SSCO I.E. 436.50 SSP15 NEW 22.6 LF - 8" PVC SDR 35 ® 2.26% 2 SSP16 268.0 LF - 8" PVC SDR 35 ® 5.04% ------- 1+54 V FFE=442.50 TABLE OF SEWER FFE=4 4S0-I�S 438.50 THIS SHEET SSMH No. 12 - TYPE I, 48" STA. 10+74.76, 5.86' RT. RIM=423.66 I.E. (IN N.)= 415.96 GRAPHIC SCALE I.E. (OUT S.)= 415.70 SSMH No. 13 - TYPE 1 48" STA. 11+22.21, 5.50' RT. S ( IN nET) RIM= 4269450, 0.50' RT. 1 inch = W IL I.E. (6" IN.) = 419.24 I.E. (OUT S.) = 418.81 SSMH No. 15-TYPE 148" PM STA = 11+56.37 i+m om o 1435.87 2, 5.50' RT. PM E V = 430.35 r-Pm $ a an 'r a R MA= A 0 r' o cYi ¢ < I.E. (IN 6")= 427.99 K = 38 47 J J J3 I.E. (OUT)= 427.82 /r N n y w N / r 440 SSMH No. 16 -TYPE 148" / _2 STA. 1+92.00, 6.08' RT. / RIM= 434.04 I.E. (IN 6") = 426.26 oio r// I.E. (IN)= 426.09 515 _ _ I.E. (OUT)= 425.99 �EX. GRADE rrr+ _ NOTES: r S I g 1D ENCASE THE WATER WITH DUTILE IRON OR STEEL PIPE DESIGNED TO W P WITHSTAND A MINIMUM STATIC PRESSURE OF 150 PSI, EXTENDING AT WORK HERE TO BE nub - __-_ rr PROPOSED 7 LEAST 10' TO EITHER SIDE OF THE CROSSING, FOR SEGMENTS OF THE COMPLETED UNDER THE GRADE O WATER MAIN/SERVICE LOCATED CLOSER THAN 18 VERTICAL INCHES ALICIAS DIVISION I I I �< m FROM THE NONPOTABLE LINE (STORM, SEWER, OR NATURAL GAS LINE) (FAC20-0018) 1�Am NEW 8" SS AT THE POINT OF CROSSING, OR WHERE THE WATER MAIN/SERVICE 13 /ONO CROSSING MUST CROSS UNDER THE NONPOTABLE LINE. SEE COA STD. DTL. W-26. mm +� SSP16 a // 430 2. FINISH FLOOR ELEVATIONS (FEE) ARE APPROXIMATE. PROP. So a BE. 304TH STREET ow W I / PROP S / I / I I SSMH No 11 PROP, So (DIVISION I), TYPE I, 48" - 4 �4 65 SSMH No.1RIM =435.9 E=k;2E. R6'IM24 6g(NW STA. 9+57.24, 5. 50' RT. I / 42100 / (IN N.) = 41050 (PLUG) PLUG) 3 -' 7n(REMOVE I.E.(OUT S.) = 41040 I / I z I/ azo r SID SSP13 O PROP I�I 6 - ---- / I SSMH N 13 RIM�2]o6 j j 8(NI418.58 T� :_ F(E)41846 331% r(S)J1831 8"(WI410.66 S$P1 A RIM>23 ]0 AS -BUILT NOTES: SSMH D. 12 41513 1 +21.14, s. r. 6•(61i,462 V(S) CONN SION THE AS -BUILT INFORMATION ARE ONLY I S � = 4 EX GRADE PROP. GRADE PROVIDED IN THE PROFILE VIEW. CONNETTOE% DIVISION 155MH 410 8" N i1290 51 9 LF - 8" �s m ° IN w PVC SDR 35 ma In AS-BUILT®457% a a a y a a a a e e e4 a PROJECT REF: FAC # 22-0006a I a s v p p s s s s a THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY QT6/,")lM S 11+00 12+00 13+00 14+00 15+00 16+00 ENGINEERING REQUIREMENTS. 125TH PL. SE PROFILE DEV. REVIEW ENGINEER: SCALE 1" = 30' (H ); 1" = 3' (V) 6.30.2023 UTILITY CROSSING TABLE FOR SE 302ND PLACE CD 8" SS E-W TOP (426.33) CROSSES 12" SO N-S BOT (431.15) AT 541' RT, SEP. BY 4.82- 02 8" W E-W TOP (429.71) CROSSES 12' SO N-S BOT. (431.21) AT 5.50' LT., SEE. BY 1.50' Q3 8' SS E-W TOP (43194) CROSSES B" W N-S GOT (43520) AT 586' RT, SEP BY J16' ® 8' SS E-W TOP (4J394) CROSSES 12" SD N-S BOT (43917) AT 577' AT, SEP BY 523' (� 8" W E-W TOP (437.73) CROSSES 12" SO N-5 HOT. (U9.23) AT 150' LT, SEP. BY 1.50' © 12" .SD E-W TOP (433.50) CROSSES 8" WA N-S BOT. (435.03) AT 13.25' RT., SEP. BY 1.53' NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. HORIZONTAL 0 2.5 5 10 11NCH=5Fr. VERTICAL SE 114 SECTION 4. TOWNSHIP 21 N. RANGE 5 E, W.M. EA CUS � DIMM It I a L 5 S.F. I 0 STA. II+2221, S50' R RIM 10IS94 RIM=42TW Aso E W 419.02 (N) 8'(N)=418M 8-IEN$;so(E) ByEl=+1846 BySl=41a 31 3 8" lE WT 4N*.91-(5) Ogwp4iH 1 6" AE W f1A20 (W) I e 9 sF I IB LF 8" PVC SOR J5 0 4,930S.F. I /a IE /N 4119: $ 8' IE OUT 419+ ry 217 L "o PVC 1 55 !£ rpm J5 O@5 T575.F. 5.5w SF5916 f746 7178 91 )=41880 RR C APRQVFl J JISOd 56LF8"P OR JS O ABBX22 ` I L 20 6,490 SF I 4- LP. ELEY = 4 7.75 LP. STA = 0+87 PW STA = 0+9CW PW ELEV = 427.80 A.O. = 775Z K=2 18 5,951 SF N.P. ElEV M7.21 N.P. STA m 2+9542 PW STA w 2+8592 PW ELEV m NZN AD. 7.7M K 2 ?' q INSTALL WRB TYPE N BARRICADE PER COA SM. DR. T-46 ivR "ROAD aosEDW SWW (R1I-2) I q1y WW O i. 4b b Y O b :.' a"-----"--"--- Y _. 11200 35 O � 4J0 4J0 5.6 STA. 2+9460 a55O'' RR 11� 117.05 RIM=a4713 6" 1E WT 43935 (W) 18 M)=43813 428 1 1 2 3 420 SSW/ 13A, 48' 415 STA. J0+26.87. J21.W' L 00 Rpm 4PF.48 RIM=42]afi 8" W 44A49 (E) e'(Eh1891 6" OUT 41&+S (W) 8"(1N)�10 a0 155% SSMH 1.1, 48' 22 LF 8' FL' SOR S8 O 410 STA. 11+22.21, SW' R RIM 42&94 RIMJn96 60IE/N 0;9w(N) VNI418.58 B"IE W 444.BP (E 3"(Ep41846 B" 1E WT 019 90 S e"(Spore 31 'gyp } p m a A SmB ILT a a a a a= 0+00 0+60 1+20 I+BO 2+40 J+W 3+.T0a5 UTILITY CROSSING TABLE FOR TRACT B CD 8` W N-S TOP (420.73) CROSSES 12" SO E-W BOT (42296) AT 635' LT, SEP. BY 2.23' (]2 8" SS N-S TOP (4M..05) CROSSES 12" SO E-W BOT (42J.X) AT 6.46' LT, SEP. BY 301' CD 8" 55 N-5 TOP (41749) CROSSES e- WA E-W BOT. (422.54) AT 10.49- AT, SEP. BY 5.05 PROJECT REF: FAC / 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. Ca12 WorMp Days Bef" You Dip APPROVED BY 811 DATE APPROVED: 04/05/2024 UtM" UndaTpround Location C ter (ID,MIT.VD,ORWA) R.\2023\0\23036\3\Drawings\Base\SSS23038Jwg 41412024 3.31.49 PM COPIRIGHT ©2023, D R STRONG CONSULTING ENGINEERS INC. D.R. STRONG CONSULTING ENGINEERS BNOMffER6 PLANVER6 swrvfircws W. MAVEM/EpR ,, NH 9609E O92fi621.A'AA9 F4ffi8172429 a e Q � I_ W F G p O � S S°q o �il N O O DRAFTED BY.- BID DESIGNED BY.., PROJECT ENGINEER: MAJ DATE 091071202J PROJECT NO.: 23= DRAW7NC- C15 SHEET..- 15 OF 26 NO TES: lO ENCASE ME WATER WITH DURLE IRON OR STEEL PIPE DESIGNED TO WITHSTAND A MINIMUM STATIC PRESSURE OF 150 PSI, EXTENDING AT LEAST 10' TD EITHER SIDE OF THE CROSSING, FOR SEGMENTS OF ME WATER MAIN LOCATED CLOSER MAN 18 VERTICAL INCHES FROM THE NONPOTABLE LINE (STORM, SEVER, OR NATURAL GAS LINE) AT THE POINT OF CROSSING. OR WHERE THE WATER MAINISERIOE MUST CROSS UNDER THE NONPOTABLE LINE SEE ODA STD. DR. W-26. O2 ENCASE THE STORM PIPE WTH CDF TO COA SIDS WHERE WATER MAIN LOCATED CLOSER THAN 18 WRTCAL INCHES 17MM ME NONPOTABLE UN£. SE 1//4(SSEr CTI/ON 4. TO%WW NSHIP 21 N. RANGE 5 E, W.M. S 4* DIMM It NOTES 1. PER CITY OF AUBURN STANDARD DETAIL W-13 WATER SERWCE LINES ARE TO BE 14 COPPER TYPE K OR 1' POLYETHYLENE. WATER METERS ARE RO BE J/4- OR I- 2 TRACT B INCLUDES A PUBUC WATER EASEMENT SEE 'TRACT NOTES' ON SHEET 4 3 ADDIRONAL DETAIL REFERENCES THRUST BLOCK PER COA STD. DR. W-01; F.H ASSY PER COA STD DR W-07,METER PER COA STD DR W-13 AND W-15; ARV PER COA SM.. DR W-02; GUARD POSTS (BOLLARD) PER COA STD. OR. W-08, AND BOV PER COA STD. DR. W-03; IRRICATON DCVA PER COA STANDARD DETAIL W-24. 4. AFTER APPROPRIATE FEE PAYMENT RECEIVED AND V£RIMNG THAT IRRIGATION S£RNCE LINE AND DOUBLE CHECK VALVE ASSEMBLY (DCVA) HAS BEEN INSTALLED (NOT BY ON), THE CITY WILL REMOVE THE SPACER AND INSTALL THE IRRIGA DON METER INSIDE THE IRRIGATION METER BOX THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEN£D BY THE ON WITHIN 72 HOURS OF THE INSTALLAIMN OF THE METER. CROSS CONNECTION CONTROL NOTES CROSS CONNECTION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS' 1. ALL BACKROW PREWNRON ASSEMBLIES SHALL BE INSTALLED IN A MANNER THAT WILL ALLOW PROPER OPERARON AND IN -LINE TES7ING AND MAINTENANCE. 2. A BACKFLOW ASSEMBLY PERMIT IS REQUIRED FOR ALL ASSEMBLIES INSTALLED WITHIN NEON OF AUBURN, AND/OR THE GINS WATER DISTRIBUTION SYSTEM. 3 BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTN-BACKFLOW ASSEMBLIES APPROVED FOR INSTALLA RON LIST. 4. BACKFLOW ASSEMBLIES MUST BE IFSTD BY A STATE CERPFIED BACKnOW ASSEMBLY TESTER. AND INSPECIED AND APPROVED BY A GN OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. NOT. APPLICABLE 6. UPON R£CEIING APPROPRIATE FEE PAYMENTS AND WAIMNG THAT DOUBLE CHECK VAULT ASSEMBLY (DCVA) HAS BEEN INSTALLED (NOr BY CITY), THE CITY WLL INSTALL NE IRRIGATION METER INSIDE THE IRRIGATION METER BOX. THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED BY THE CITY WTHIN 24 HOURS OF IHE INSTALLARON OF THE IRRIGA POV METER. 7. NOT APPLICABLE. V. GRAPHIC SCALE 015 30 60 ` 1 INCH = 30 FT. Ca12 Woolft Days Bof ry You Dip 811 Um" und"voww Lawan amx OD,WrM,OKWA) A& B U I LT IN THERE ARE NO AS -BUILT ORMAT ON ON THIS SHEET RE S10N PROJECT REF: FAC f 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. APPROVED BY DATE APPROVED: 04/05/2024 R.\2023\0\2J038\3\Drawings\Base\3WA23038Jwg 41412024 1. 49. 39 PM COPIRIGHT © 2023, D R STRONG CONSULTING ENGINEERS INC. M D.R. STRONG CONSULTING ENGINEER ENGINEERS PLANNER8 3URlR�'MS L �1 1� 1♦ DRAFTED BY' 8D DESIGNED BY., PROJECT ENGINEER: MAJ DATE O910712O2J PROJECT NO.: 2JOJ8 DRAWING: C16 SHEET.' 16 OF 26 SE 1144 S/E/ECT70N 4, TOWNSHIP 21 N. RANGE 5 E, W.M. Ll 4 / ALICUS s DIMM It _ I NOTES: R£M0w AMP. aDWOFF (D ENCASE THE WATER WITH DURLE IRON OR 67EEL PIPE DESIGNED M -- - - AMU AIR -VAC ASSEMBLY WITHSTAND A MINIMUM STARC PRESSURE OF 150 PST. EXTENDING AT ---------------- \-- ANO CONNECT TO LEAST 10" TO £CRIER 5/O£ OF THE CROSSING FOR SEGMENTS OF ]H£ r---- - ---------- .e FJOSI]NC 8' GY. (MJ) WATER MAIN LOCATED CLOSER ]Ht. 18 A RCAL INCHES FROM THE q%S�00/' �------. ---------------- • - NONPOTABLE LINE (SRTPM, SEW&R, OR NATURAL GAS LINE) T 5 0 -STA. 0+44.56, 10.50' RT \ 1 l ---�� AT NE POINT OF CROSSING, OR WHERE NE WATER MAIN/S£RNCE TLWM 1-8. 1EE MUST CROSS UNDER ME NONPOTABLE LINE. SEE COA STD. DTL I�26. ORA/NACF J-8' ay. (FLxMJ) _- E,�SEMENI 1-THROUST BLIXX __ IENCASE DIE STORM LOCA� 1 ' JO - - - SO_00 S.F. 27 - I O NOM MAIN OTABLE LINE. ERPTHAN B V£RRC�AINCH£S FROM THE WATER ' 16,38 0 NONPOTABLE LME r nn -- I 5500 fiF. 2 SF. 4,916 S.E " 28 5.000 S.F. 26 25 --_ �I - 5,000 SF. 5,000 S.F. 5,000 S.F. SDDO4S.F. 23 � �-M - 5,983 SF. L I-B aB' TEE ) r i I I-6. aV. (R✓ - - I14-M. V.G)F.H ABBY. I_ --' � UALITY CROSSING TABLE FOR -- I I \�_ ' I — ' TMRusr eLaar � 12517i PLACE SE 5 -- -- -- -------__---- J F I 5,500 SF.�'--- Oj B' S5 N-S TOP (420.05) CROSSES 12" SO E-W BOT (42J. X) AT 6. 46" LT, SEP BY 301' QZ B' W N-S TOP (420J3) CROSSES 12' SO E-W HOT. (422.96) AT SM' LT, SEP. BY 223' (SEE NOT£ 1 5 B- SS N-S TOP (421.81) CROSSES 6- W (H1D. LINE) £-W BOL (426.13) AT 5.50' RT., SEP. BY AM I-TNRI/ST BLOCK - ® 8' SS N-S TOP (423.95) CROSSES 12' SD £-W BOL (427.59) AT B. 'RT. SEP. BY 3.63' L I 12- BD E-W TOP (42]J2) CROSSES 8- W N-S BOT. (429.22) AT SM' LT, SDP. BY 1.50' I_ , - - - - © 12' SO E-W TOP (433.50) CROSSES 8- W N-S BOT. (435.03) AT 5 50' LT., SER BY 1.53' 1 � LOCAL RESIOENRAL) r° _ _ _ -� - n0 '' - 3 (�] 8' 55 E-W TOP (431.94) CROSSES 8" W N-S BOT. (4 ..20) AT SM' LT., SER BY 326' - _ a 5,500 SF O T — — — 3 KM. . 0 1a CBLO14OCT AM) - ---�_---- ---_ --- I ----- y SR/B I0.00' JOWT ( UT8J7Y-- fq � EASEMCNr ��— TRAQTOA II 442 430 �) 6,,093 SF I e.B22 r 21 I� 15 436 12 11 u t 11 —S42P SF 5.210 S. 14 6,545 S.F. 5933 SF._ - i �I 5500 SF. 6, - �— 5210 SF. LP. ELEV - 4IBm LP. STA = 9+94 PW STA = 10+16.50 PW ELEV = 419.16 AD. = 10.0041 K - 7 7100' 4L 25TH PLACE S, N.P. ELEV - 43: H.P. STA - 12+5 PW STA - 1f+& PW ELEV - 430 AD. - S20X K-38 100.00' M 5 3 GRAPHIC SCALE 0 15 30 60 2 1 _ - 1INCH =30 FT. — To myI 4M ' I-B'xe' iEE MJ) 23GV. J 13 LF 6' R✓I 1/4' M..0. F.H. ASSY. I -THRUST SLOG( q12 WakFp Days BAx� You Dig 811 • a CL 52 It Um" umdowmw Locoon C.IIMT = STA. 2+94.47, SW LT 0D WTNDAR:WN 1-8' TEE (FL 3-8' GV. (FLsMJ STA If+111B 550' LT - STA. B+4A5e, 1aW'Rr 1-TNRusT BLOCK THERE ARE NO AS -BUILT J-8-ay.( M:IJ) I AS -BUILT INFORMATION ON THIS SHEET 1-77IRUST BLOCK N~ 0 0 O O A V N V M 4 ry% ^% 4 � 8 I� O n s W 8 1 N D.R. STRONG CONSUL77NG ENGINEERS ENORffER$ P(.A181'F.R8 3URVEYM3 BID-rMAVE1W/£pRI ,, M88099 04 ..827...M.W F,i2liW 42$ m R e W a c 0 L" ¢ S°q o k N o PROJECT REF: FAC ♦r 22-0008 mommmill THESE PLANS ARE APPROVED FOR CONFORMANCE DRAFTED BY.' BD WITH THE CITY OF AUBURN'S ENGINEERING DESIGNED BY.., REQUIREMENTS. PROJECT ENGINEER: MAJ APPROVED BY DATE. 091071202J DATE APPROVED: 04/05/2024 PROJECT NO.: 23= DRAWNC: C17 SHEET.' 17 OF 26 R. \2023\0\23038\3\Drawings\Base\31102303 dwg 41412024 2.07.34 PM COPIRIGHT © 2023, D R STRONG CONSULTING ENGINEERS INC. SE 1144 S/E'CT70N 4, TO%WWNSHIP 21 N. RANGE 5 E, W.M. j28 H- s L 0 Q M Wry Y� 455 by Nry m WII WM QW m^ VW WII QW450 UW ROAD 1ERLINE h h ROAD CEN11FL91E _ II Y y pa p pb y b b b h 4 M 0 440 5,00 P oM 435 6 f- CAP - 3 1-THRTar 2 >. STA. 1+9A4], 510' LT REMOVE TEMP. BLOWOFF 4p AND ASSEMBLY B' GV. 420 CONNECT AND CONNECT TO BL 1 1NRUST BLIXY( EXISTING B" G.Y. (MJ) E 302 PLAC T+Ac 1+w X+w UTILITY CROSSING TABLE FOR SE 302ND PLACE CD 8" SS E-W TOP (426.33) CROSSES 12" SB N-S BOT (431.15) AT 541' RT, SEP. BY 4.82' 02 8• W E-W TOP (429.71) CROSSES 124 SO N-S BOT. (431.21) AT 5.50' LT., SEE. BY 1.50' Q3 B• SS E-W TOP (43194) CROSSES B" W N-S GOT (43520) AT 586' RT, SEP BY 316' ® 80 SS E-W TOP (43394) CROSSES 12• SD N-S BOT (43917) AT 577' AT, SEP BY 523' O 80 W E-W TOP (437.73) CROSSES 12" SO N-5 HOT. (U9.23) AT 150' LT, SEP. BY 1.50' © 12• SD E-W TOP (433.50) CROSSES 8" WA N-S BOT. (435.03) AT 13.25' RT., SEP. BY 1.53' JTW JTW NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. HORIZONTAL 0 2.5 5 10 kon� 1 INCH=SFr. VERTICAL sa 1-5 1/4' 1J29 S 000 S.F. ss 30 4,976 S.F. omEDL K_2 0+00 �d 3 W 5,500VSF. 59175E 1-8'x6' TEE (MJ I 2. 1-6' G.V. 8 Lf 60Dl (RJ) 1-5 1/4' M.V.O. F.H. ASSY. PROTECTLID HIM GUARD POSTS /F NECESSARYy,F. I-MRUST BLOCK WE MAX ALLOWABLE DEFL7CNW SMALL BE 4 DEGREES OR HALF OF MANUFACTURER RECOMMENDED, WHICHEVER IS LESS DEFLECT AT MULTIPLE DISTANCES TO ACHIEVE ME CONNECDON WIM THE MAIN /N Ra W, B — DIV 1/ 18 �J 5953 S.F. _ — I-4 CAP J I-]HRILST BLOLY( - L�J L --I ' BTA - 2+9542 4 STA m 2+BS92 A0. {1y Oq m7m K m 2 00' p i NL6 �� n� 4aS I - 1-5 1/40 M. V.G FA ASSY PROTECTED WIM WARD POSTS IF NECESSARY I -THRUST BLOCK Fwa1 .y,1 y Z O W 1O ENCASE WE WATER 4MM DURLE IRON OR STEEL PIPE DESIGNED M WMSTAND A MINIMUM STATIC PRESSURE OF ISO PSI. EXTENDING AT LEAST 10- M EITHER SIDE OF ME CROSSING, FOR SEGMENTS OF ME WATER MAIN/SERNCE LOCATED CLOSER THAN 18 IERBCAL INCHES FROM ME NONROTABLE LINE (STORM, SEWER, OR NATURAL GAS LINE) AT ME POINT OF CROSSING OR WHERE ME WATER MAIN/SERNCE MUST CROSS UNDER ME NOVPOTABLE LINE SEE COA STD DM W-26. O ENCASE ME STORM PIPE MTH COF TO COA SIDS WHERE WATER MAIN/SERNCE LOCATED CLOSER MAN 18 VERRCAL INCHES FROM ME NONPOTABLE LINE THERE ARE NO AS -BUILT UTILITY CROSSING TABLE FOR INFORMATION ON THIS SHEET TRACT B QI B• W N-S TOP (420.73) CROSSES 12" W E-W BOT (422 96) AT 635' LT., SEP. BY 223' CV 2 Wow Days Bef" You DIO 0 2 " 8SS N-S TOP (420.05) CROSSES 12" SO E-W BOT (423.06) AT 6.46' LT., SEP. BY 301' 811 UtIll" UndeYt3oend Location Centel Q 8` 55 N-5 TOP (41749) CROSSES e- WA E-W BOT. (422.54) AT 10.49- RT., 5EP. BY 5.05' (ID,AfT,ND,ORWA) R.\2023\0\23038\3\Drawings\Base\3WA2303BBwg 41412024 2. 08. 14 PM I COPIRIGHT ©2023, D R STRONG CONSULTING ENGINEERS INC. D.R. STRONG CONSULTING ENGINEERS 1J40MEER8 PLANNERS SURVEYORS 820-7MAVElW MVXZAPO, M9B09P 04269g7iOSS F4ffi627.2 to LuV p� ON QZ p2Qm� W � CL Z rr Nj R e I_ W F G O O � S S o �il N O O DRAFTED BY.- BD DESIGNED BY.., PROJECT ENGINEER: MAJ DATE 091071202J PROJECT NO.: 2J038 DRAW7NC- C18 SHEET. 18 OF 26 SE 114 SECTION 4, TOWNSHIP 21 N. RANGE 5 E, W.M. THE A LICUS � DISM It PAVING PLAN REVISION 11 vv). GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT NOTES. Oil EXIS77NG PROPOSED I Umee. Lvdar oLm LCenteran Center 1 OVERLAY SHALL BE A MINIMUM OF 2" GRIND PAVEMENT TO ACHIEVE 2" OF 0DAKIDORWAi CONCRETE j - OVERLAY IF FIELD CONDITIONS REWIRE. THERE ARE NO AS -BUILT 2 PAVEMENT RESTORATION LIMITS SHALL BE PER COA STD CIL T-01 AND T-02 PAVEMENT (HMA) S REPAIR ANY CURB. GUTTER, TRAFFIC ISLANDS DISTURBED BY UTILITY XORK TO CITY OF AUBURN STANDARDS INFORMATION ON THIS SHEET D�ncv��1 GRIND AND OVERLAY PROJECT REF FAC / 22-0" AS- B U I LT THESE PLANS ARE APPROVED FOR CONFORMANCE CURB AND GUTTER WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS SAWCUT APPROVED BY DATE APPROVED: 04/05/2024 SEE RAPING CROSS-SECRONS ON SHEET 11. R.\2023\0\23038\3\Drawings\Bore\3PV23038dw9 41412024 2.08.47 PM COPIRIGHT © 2023, D R STRONG CONSULTING ENGINEERS INC. M D.R. STRONG CONSUL77NG ENGINEER ox+lre:£Ra PL.AfavcRa swrvEYwxs W 4k to 1 W Z 0 N 5 m 04,04.24 DRAFTED BY.- BD DESIGNED BY.., PROJECT ENGINEER: MAJ DATE O910712O2J PROJECT NO.: 23= ORAYWNC- C19 SHEET.: 19 OF 26 I I w I t Z 82 8,382 SF. a 4,976 oS.F. nn 26 27 a co 5�0 S.F. 5,000 SF 5,000 F C IX. STOP SIGN STA. 11+05.00 m (INSTALLED W/ 15.50' FIT. ALICIAS DIV. 1) 5 y v )0+00 - 11+00 12+00 I � 1 5TH PLC LOCAL R£SIDi 5 STA. 11+37.28 5 STA. 10+10.59 27.00' RT. 15.50' FIT. 5'x5' ESMT 4 STA. 1+16.34 STA. 11+90.31 14.25' LT. 15.56 R7. 5'x5' ESMT 6 5'x5' ESMT q� 6,861S.F.. ��II f4 A4214S 6 I i i S21i5SF. A210 SF STA. 1+18.34 14.25' R7. ' STA. 1+72.06 STA. 1+66.26 14'25' LT. 14.25' RT. 6 6 I 5'x5' ESMT 5'x5' ESMT li i 7 T1P. $bk. 2+17.80 6,4902YOV RT. 6 A500 OF 5'x5' ESMT I 6 PRIVATE R 7745 S STA. 2+31.17 - 15.00' LT. I Sx5' ESMT 17 5,915 S.F. 8 19 STA. 2+57.34 9,970 SF. 23.85' RT. 5'x5' ESMT STA. 2+98.87 STA. 2+98.33 ++ 15.00' LT. 15.00' LT. 6 9 6 5k5' ESMT o 5'x5' ESMT 16 5,953 SF SE 114 SECTION 4, TOWNSHIP 21 N. RANGE 5 E, W.M. THE ALICUS � DIMM It 26 I 25 5.600 SF 5,000 SF 13+00 0Y pz -3 -- -�- I NOTE: I AT APPROX. 3 30' WEST OF HERE, o + REMOVE EXIST. "NO OUTLET" SIGN I AND RETURN TO - - - - - - - CITY I EX. SIGN: NO PARKING NOTES [ CEMENT CONCRETE PRAFFIC CURB AND GUTTER PER WWOT STD PLAN F-10, 12-00. o O �2 CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN S0. DETAIL T-15. 55W Sr. ❑3 SIGN: RI-1 (STOP) AND SIPPE£T NAMES "SE 302ND PL" @' 0125M PL SE" PER ZI COA STD. OMT-26. SEE SIGN PLATE DETAILS ON THIS SH££T STA. 2+30.28 2423 O 1515.50'50' LT. ® I. STREETNAME %25TH PL SE" WN ADDRESS FOR LOTS 16-20 PER COA 5, SF. Agw SF. TVV STU. Q56. SIGN NO PARKING PER T-40 (ARROWS PaNTNG BOTH DIRECDONS). NOTE. NO PARKING SIGNS LOCATED IN LANDSCAPE STRIPS SHALL BE ANGLED AT 45' I TOWARD THE ROW OF TRAMC FOR NSIBILITY. STA. 14+14.33 © SIGN: NO PARKING FIRE LANE PER M24-70. 15.50' RT. 6 2 [ YELLOW FIRE LANE - NO PARKING' BLOCK LETTERS 24" HIGH, 12' WDE 4' A5OO SF. STROKE, 50' DC, PER COT OF AUBURN CODE ACC 10.36.175(E) ❑B SIGNDEAD END MUTCD W14-1. PRESERVE EXISPAIG PAVEMENT MARKINGS REPLACE MARKINGS IF DAMAGED BY CONSTRUCTION WORK. 14+00 14+ 90 h 3 SSW SF. 5 ATTACH TO r, I LUMINAIRE STA. 13+20 15.50' RT..82 STA. 14+55.54 15.50' RT. _ I TRACTA RECREATION 5 11 8,093 SF. STA. 3+70.00 12 5.933 Sr. 15.50' T. 6.545 SF to I 6.8000 s F f� 13 11,189 SF. NET AREA 8,691 SE 8.J0 S1F, ATTACH TO LUMINAIRE 61619 SF. TA. 3+34.00 15.50' RT. 4 5,500 SF. 5 �) ATTACH TO LUMINAIRE 5 NORTH A518 S.F. GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. 6 CU 2 Wa#p Days Before You Dip A9f9 SF. 811 UM" UntlerprmsW Location Canter 9D,MTMORWN ASTHERE ARE NO AS -BUILT INFORMATION ON THIS SHEET RFV CWW 7,,515 SF. NET AREA 6,710 SF, PROJECT REF: FAC f 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. APPROVED BY ' DATE APPROVED: 04/05/2024 R \2023\0\230JB\J\Drawings\Base\3SIGN2303BJw9 41412024 2.09.33 PM I COPIRIGHT ©2023, D R STRONG CONSULTING ENGINEERS INC. D.R. STRONG CONSULTING ENGINEERS iR0%EERS PLArevERb 6wrvBrwx6 W. 2MAVEM/EA9RK ,, M6606H 04 112)., F� i W c 0 k' O � S S°q o �il N o O DRAFTED BY' BD DESIGNED BY.., PROJECT ENGINEER: MAJ DATE 1012012023 PROJECT NO.: 23= DRAWING: C20 SHEET.' 20 OF 26 14200 D m Z O x A G 02� mmm O m � m rmnAv y 5 z� U f 0Zz m m N m > i cam A m m> 0 imn y n O N �m �A I o w� O m VI Z m O= Z1 m Dm D zm ZO 2 (Dn � W fn C m -4 25 125TH CT. SE 2' " �n� II (LOCAL RESIDENTIAL) ' c II I��TI II I I N I I I n`IIo'� I I I of \ 6 RECORD DRAWINGS TRACT ti g 9 �= x N R1 � S 9 ij F LEGEND �N V ( #_PxOLE#) STREET LIGHT COBRAHEAD LUMINAIRE AND FOUNDATION REFER TO WSDOT STANDARD PLAN J-28.3003 FOR OFOUNDATION INFORMATION AND REQUIREMENTS STREET LIGHT POLETOP LUMINAIRE AND FOUNDATION. REFER ® TO WSDOT STANDARD PLAN J-28.30-03, CITY OF AUBURN ut = POLE #) DETAILS T-18.2, & T-29.4 FOR FOUNDATION INFORMATION AND REQUIREMENTS ® WSDOT TYPE 1 JUNCTION BOX WITH ALTERNATIVE 2 LOCKING LID PER WSDOT STANDARD PLAN J40.10.04 ® EXIST1' LIGHT LUMINAIRE TO REMAIN UNLESS S NOTE OTHERWISE NOTED OTHERWISE -- NEW UNDERGROUND CONDUIT AND WIRE ---E---E---E— EXISTING UNDERGROUND CONDUIT QWIRE NOTE, SEE WIRING SCHEDULE NOTE: REFER TO CITY OF AUBURN REQUIREMENTS AND STANDARDS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. WIRING SCHEDULE RUN NO. CONDUIT WIRE COMMENTS Q2" SCH 40 3#2 (POWER) Q2'SCH 40 2#8 WITH GROUND WIRE Q2'SCH 80 2118 WITH GROUND WIRE Q2#10 POLE AND BRACKET Q3#2(POWER) IN EXISTING CONDUIT ASWSCH 40 TELECOMMUNICATION CONDUIT WITH TRACER WIRE NOTE REFERENCE TELECOMMUNICATION AND LUMINAIRE STANDARD DETAIL T-23.3 AND LUMINAIRE AND CONDUIT LAYOUT DETAIL, STANDARD DETAIL T-18.3 FOR ADDITIONAL INFORMATION AND REQUIREMENTS LUMINAIRE SCHEDULE (POST TOP) LUMINAIRE NO. POLE TYPE WATTAGE STATION POLE HEIGHT CATALOG PART# (KING LUMINAIRE WITH FIELD SWITCHABLE DIMMABLE DRIVER): K445R-T1GR-V-40 �1 POST TOP 40 3+9, 185' LT 12' WITH PHOTOCELL RECEPTACLE (SSL) - 4006-120:277-K24-3K-WS-MOD PR7 HAPCO ARLEN LIGHT POLE: 37936-012 (GREEN) (KING LUMINAIRE WITH FIELD SWITCHABLE DIMMABLE DRIVER). K445R-T1GR-V-40 O POST TOP 40 4+21, 65' RT 12' WITH PHOTOCELL RECEPTACLE (SSL) - 4006-120:277-K243K-WS-MOD PR7 HAPCO ARLEN LIGHT POLE: 37936-012 (GREEN) (KING LUMINAIRE WITH FIELD SWITCHABLE DIMMABLE DRIVER) K445R-T1GR-V-40 �s POST TOP 40 4+14, 18 9 LT 12' WITH PHOTOCELL RECEPTACLE (SSL) - 4006-120:277-K24-3K-WS-MOD PR7 HAPCO ARLEN LIGHT POLE: 37936-012 (GREEN) (KING LUMINAIRE WITH FIELD SWITCHABLE DIMMABLE DRIVER): K445R-T1GR-V-40 �^ POST TOP 40 14+57, 185' LT 12' WITH PHOTOCELL RECEPTACLE (SSL) - 4006-120:277-K24-3K-WS-MOD PR7 HAPCO ARLEN LIGHT POLE: 37936-012 (GREEN) (KING LUMINAIRE WITH FIELD SWITCHABLE DIMMABLE DRIVER) K445R-TiGR-V-40 O POSTTOP 40 13+37,18.5'RT 12' WITH PHOTOCELL RECEPTACLE (SSL)- 4006-120'277-K24-3K-WS-MOD PR7 HAPCO ARLEN LIGHT POLE: 37936-012 (GREEN) (KING LUMINAIRE WITH FIELD SWITCHABLE DIMMABLE DRIVER): K445R-T1GR-V-40 ne POST TOP 40 12+24, 18.5' LT 12' WITH PHOTOCELL RECEPTACLE (SSL) - 4006-120:277-K24-3K-WS-MOD PR7 HAPCO ARLEN LIGHT POLE: 37936-012 (GREEN) (KING LUMINAIRE WITH FIELD SWITCHABLE DIMMABLE DRIVER) K445R-T1GR-V-40 O POST TOP 40 11+38, 18.5' RT 12' WITH PHOTOCELL RECEPTACLE (SSL) - 4006-120:277-K243K-WS-MOD PR7 HAPCO ARLEN LIGHT POLE: 37936-012 (GREEN) (KING LUMINAIRE WITH FIELD SWITCHABLE DIMMABLE DRIVER): K445R-T1GR-V-40 ne POST TOP 40 10+24, 18.5' LT 12' WITH PHOTOCELL RECEPTACLE (SSL) - 4006-120:277-K24-3K-WS-MOD PR7 HAPCO ARLEN LIGHT POLE 37936-012 (GREEN) VOLTAGE DROP CALCULATION (DIVISION Ip POLE AMPACITY WATT AMPERES @ 240 VOLTS 40W LED FD(TURE 40 0.167 COBRAHEAD 123W LED FIXTURE 123 051 Conductor Loss Factors (80 % pf, CU, Non-magnetic Conduit) Wre Size 8 6 4 3 2 Factor 000131 0.000845 0.000553 0.000456 0.000358 SELECTION Circuit B Wollage Drop=Distance X Amperes XConductor Loss Factor RUN NO. DISTANCE CURRENT VOLTS (FEET) (AMPERES) DROP* Circuit B Pole PT1 175 017 0.04 Pole PT2 110 033 005 Pole PT3 165 050 011 Pole PT4 140 067 0.12 Pole PT5 180 083 020 Pole PT6 115 100 015 Pole PT7 145 117 022 Pole PTB 85 133 015 TOTAL 1115 1.03 LOAD CALCULATION CIRCUIT B 9OF POLES KVA AMPERES 8 0,32 1.33 THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET 0.43 % @240 VOLTS AS -BUILT RECORD DRAWINGS PEWSM PROJECT REF: FAC22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: DATE APPROVED: 04/05/2024 i* TIIES wPa RES WEST ENGINEERS INC 2M WUT 142N0 STREET, Win 301 TACCM4, WA 98409-7315 PM1 253 we Iree txom COLBY .Cy OF W i x 5 AV, �$ IST 40 ,yam °.a8 ClSTBQ' tiF" S 1UNAL 3/8/2024 PROJECT TITLE THE AUCIA'S PROJECT ADDRESS 124TH AVE SE & SE 304TH ST AUBURN, WA REVISION DATE ISSUED DATE CITY REVIEW 3/812024 SHEET TITLE LEGEND& SCHEDULES - DIVISION II DRAWN DPH CHECKED JCM TWE JOB# 210506 CLIENT JOB # SHEET SCALE NONE SHEET NUMBER E0.0 SHEET 1 OF 3 F SERVICE CABINET EX r- - - - - - - I I I I ' 1 I I 5,500 S.F. I I I EXISTINGLIGHT &JUNCTION BOX_ I — I L______J 23 5,983 S.F. ' I I � _I— J r-__________I- II I I 24 I 5,000 S.F. I I I p ILI F-___--____ — 25 5,000 S.F. -- II _ J1II . J _ _ _ _ _ _ _ _ _ _ 26 5000 S.F. 1III I _I II II I — _ _ _ _ _ _ _ _ _ 27 5000 S.F. ___—______1— _ I I � _ _ — _ _ _ _ _ _I_ I I I 28 I 5,000 S.F. p r— — — — — — — — — —I— 1 I 29 — I 5,000 S.F. L J_ J �__-_______I_, I I I 30 I 4,976 S.F. I I I 2 _ r-----------1 I � I I 31 6,382 S.F. I I 1 1 1� I AND I I I I I I I I I I I I 3 5,500 S.F. 4 1 1 5 1 1 5,500 S.F. 1 I I I I I I 5,518 SF. 1 I 5,919 SF. 7 1 I I I I ________ I I I 7,515 S.F. � L 9 I '•-3 J L_______JT -__J Imo\ J 2 3 \ J ^34 O _ 4+00 331\ l2 8 2 61619 S.F. z rc _ r:-RECREATION:':':.:.:.:.:.:.: I 9 \\ \\ 8,301 S.F. �q __ A A 10 6,800 S.F. \ \ 1 n i 11 � I vv I J------------ 3 I—�_____________� I 0 12 6,545 S.F. 13 110189 S.F. 9 _____________� I I I 8 I 21 5,422 S.F. I I I L_L_________J I 1 1 I 2 321 I I 22 _ 1 I 6,861 S.F. I STREET LIGHTING PLAN — DIVISION II SC4LE, I"•30'-0" ru 0 30 o 60 I I � r------ 9 14 I r_____-, I I I I I 5,210 S.F. I - o ----------JI 16 17 18 -� I 5,500 S.F. 1 5,915 S.F. 1 I I 1 5,953 S.F. I I 15 I I I I 5,210 S.F. P L------J------I I ' I I F � L------J------ — — — — — — r� L------� —I —- ——T _ 3+.ef PRIVATE 0 7, 745 .F. / i I I 19 I 9,970 S.F. I I i I I I I I I I I I I I I I THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET GENERAL NOTES 1. PLACEMENT OF CONDUIT AND JUNCTION BOXES SHOWN ON PLANS IS FOR ILLUSTRATION PURPOSES ONLY CONDUIT SHALL BE PLACED UNDER SIDEWALK AND SHALL BE WITHIN TWO FEET OF BACK EDGE OF SIDEWALK, UNLESS NOTED OTHERWISE. 2 ALL WORK SHALL SHALL BE IN ACCORDANCE WITH BUT NOT LIMITED TO THE NATIONAL ELECTRICAL CODE, CITY OF AUBURN STANDARDS, AND UTILITY REQUIREMENTS 3. ALL CONDUCTORS SHALL BE COPPER UNLESS NOTED OTHERWISE. 4. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS AND ANY OTHER FACILITIES DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION THAT EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK, 5 THE CUSTOMER SHALL NOTIFY UTILITIES UNDERGROUND LOCATION CENTER BY CALLING 811 OR 1-800424-5555 NOT LESS THAN TWO BUSINESS DAYS OR MORE THAN TEN BUSINESS DAYS BEFORE THE COMMENCEMENT OF EXCAVATION OR TRENCHING TO ALLOW FOR LOCATION OF EXISTING UNDERGROUND UTILITIES BY THEIR REPRESENTATIVES. PLAN NOTES 1 PROVIDE AND INSTALL TYPE 1 JUNCTION BOX (REFER TO WSDOT STD PLAN J4010-M AND CITY OF AUBURN DESIGN STD T20.2) AT APPROXIMATE LOCATION SHOWN IS TOTAL). JUNCTION BOX SHALL BE LOCATED ADJACENT TO THE SIDEWALK WITHIN THE LANDSCAPING STRIP, IF PROVIDED, OR ADJACENT TO THE BACK OF SIDEWALK IF A LANDSCAPE STRIP DOES NOT EXIST, OR WITHIN THE SHOULDER OF A NON -CURBED ROADWAY LABEL TYPE 1 JUNCTION BOX LIDS WITH SYSTEM IDENTIFICATION LETTERS "LT". TYPICAL. OPROVIDE AND INSTALL LIGHT STANDARD FOUNDATION, CITY SENSUS DAHLI WIRELESS CONTROL NODE, POLE, POST TOP LUMINAIRE, AND CABLING PER MANUFACTURERS RECOMMENDATIONS, WSDOT SPECIAL PROVISIONS AND CITY OF AUBURN STANDARD DETAILS T294. OOTHER BELOW GRADE UTILITIES, LE STORM LINES AND DRAINS, ARE LOCATED IN VICINITY CLOSE COORDINATION BETWEEN ALL UTILITIES AND STREET LIGHT CONCRETE BASES IS REQUIRED. OROUTE CONDUIT AND SPECIFIED CONDUCTOR TO EXISTING SERVICE CABINET TERMINATE TO SPARE BREAKER. BYPASS CONTACTOR FOR CONTINUOUS POWER AS -BUILT RECORD DRAWINGS 9:183113190N0 ar.T6'AII1I4fh THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. , DEV. REVIEW ENGINEER: % o�FHA . DATE APPROVED: 04/05/2024 U� TRU WEFT RES WEST ENGINEERS INC 2MWUTH 42ND STREET, Win 301 TACOM4, WA 98409-7315 PM1 we Yree txom THIS DRAMNG WAS PRODUCED FROM ZONAL AS -BUILT DRAWNGS AND FIELD OBSERVATIONS, AND MAY NOT REPRESENT AN ACCURATE AS -BUILT CONDITION DESCREPANCIES MAY BE ENCOUNTERED, AND IT IS THE OONTRACTOR'S RESPONSIBIU Y TO FIELD VERIFY ALL CONDITIONS C.II .Cy OF W AV, �$452226 40 ,yam 01ST8Q' tiF" S`rfONAL 3/8/2024 PROJECT TITLE THE AUCIA'S PROJECT ADDRESS 124TH AVE SE & SE 304TH ST AUBURN, WA REVISION DATE ISSUED DATE CITY REVIEW 3/812024 SHEET TITLE STREET LIGHTING PLAN - DIVISION 11 DRAWN DPH CHECKED JCM TWE JOB# 210506 CLIENT JOB # SHEET SCALE 1"=30' SHEET NUMBER E1.0 SHEET 2 OF 3 F I EXISTING SERVICE I , I I � 1 I 5,500 S.F. 1 EXISTING LIGHT 8 JUNCTION BOX_ L______ b Al Gv 2400 f-------, I -------- I ,, I I � I I I I I I I I I 2 3 5,500 S.F. 5,500 S.F. 1 1 4 I I 5 5,500 S.F.6 I 1 5518 S.F. 5,919 SF. 8 I 1 7,515 S.F. , I L_ L J H, .qjp �_bs C ba °° ba ,.r bs bn ba Gr Gr ba bn 4VOO ba ba ba bs �/VL1VL/ G LeWAG y'3ESi yV iM 4A U S7 a U .- SSs U I— U W Gr Gr Gr Sa W bs W W ba AC ,r SSs U Sa TA TA 6A 4A W ba Ar ba A, Ar 23 5,983 S.F. I I I I I I I J 1 I I 1 24 I 5,000 5—0—00 — S.F. — — — —J ----------II 25 5000 S.F. ___ J1— I _I I _ 7 JJI II 1 26 1 1 I 5,000 S.F. L J_ J r_ _ _ _ _ _ _ _ _ _1— , 1 I I 27 I 5,000 S.F. I I r —I 1 I 28 I 5000 S.F. r---------- I 29 1 — I 5000 S.F. , I °, 1 I I 1 L _I_ J 1 I r__________I—, I 30 I I 4,976 S.F.I I , I I I L---------j_J r----------1—� I I 1 I I I I I 31 1 I 6,J82 S.F. I I P� I I u, ss As u I —�_____—_____� I I , I I , I I 11 I I I 5,933 S.F. , I I 1 LJ_ —J 1 _ _ _ _ _ I I I 12 I , 6,545 S.F. I I 1 �J_____________JI I I I I , 14 I I 5,210 S.F. � J I I , I I , 15 5,210 SF. 1 I I I -•-- I- � — I I I , 8 I I 6,619 S.F.1 I 1 , I u, u Ir \ I \ \ I \ 9 `\ `\ 81301 S.F. 10 6,800 S.F. J r_r______________� I I I I I 1 I I I 13 �h 11,189 S.F. we I I 2b I I 1 I I 1 L_L______________J 1 1 16 1 1 17 1 18 p 5,500 S.F. 5,915 S.F. 1 5953 SF. I L______J L------ L L------J L------� e PHOTOMETRIC PLAN — DIVISION II SCALE: III,�_mII LI 0 30 60 PRIVATE .CAD 7,745 $F. I I I I I I I , I I I I I I 19 1 9,970 S.F. I I I I I 1 Calculation Summary Lowtion CalcType Units Avg Min Avg/Min 125TH PL SE 8 302ND PL Illuminance Fc 0.41 0.1 4.10 LOCAL RES_12UH PL SE & 302ND PL LOCAL RES THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET AS -BUILT RECORD DRAWINGS uaal xa � a a � rswratvT,T; THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER:r41 1 Aii_ DATE APPROVED: 04/05/2024 tt RE' WEST`ENGINEERS INC 2M SOUTH 42ND STREET SUITE 301 TACOMA, WA 984097315 PM1 253 tm Ire wee xo THIS DRAMNG WAS PRODUCED FROM ORIGINAL AS -BUILT DRAWNGS AND FIELD OBSERVATIONS. AND MAY NOT REPRESENT AN ACCURATE AS -BUILT CONDITION DESCREPANCIES MAY BE ENCOUNTERED, AND IT IS THE CONTRACTOR'S RESPONSIBIUTY TO FIELD VERIFY ALL CONDITIONS �OLBY .Cy OF W 52 AV, �$ IST 40 ,yam °.a8 C/5T8R tiF" S LONA4 3/8/2024 PROJECT TITLE THE ALICIA'S PROJECT ADDRESS 124TH AVE SE 8 SE 304TH ST AUBURN, WA REVISION DATE ISSUED DATE CITY REVIEW 3/812024 SHEET TITLE PHOTOMETRIC PLAN - DIVISION II DRAWN DPH CHECKED JCM TWE JOB# 210506 CLIENT JOB # SHEET SCALE 1.=3P SHEET NUMBER E2.0 SHEET 3 OF 3 SE 114 SECTION 4, TOWNSHIP 21 N. RANGE 5 E, W.M. THE ALICUS � DIMM It ill 0+45 I+00 OASHEL COMPLEIEL ALICI. as 43+00 44+00 a NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT THERE ARE NO AS -BUILT AS -BUILT INFORMATION ON THIS SHEET - - aE EWN "+00 PROJECT REF FAC22-OON THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY/ OF AUBURN/'S/ENGINEERING REQUIREMENTS Call 2 WorkYg Days Before You qp APPROVED BY 811 DATE APPROVED: 04/05/2024 Utilities Underwound Location Center R:\2023W\23038\3\Orowings\Base\3FG23038dwg 4/4/2024 2.10.56 PM COPIRIGHT ©2023, D R STRONG CONSULTING ENGINEERS INC. M D.R. STRONG CONSULTING ENGINEER; ox+nffaRa FcnrevFRa aurrv6Ywxs 810-IMAVEMIEpRI¢AAD, NH aB09a 041aa2)..M.W F4ffi8�.2413 N C9 tt0 $¢rn S p 2o QCIC 2N �O O N¢�t Lu kmlm DRAFTED BY.- B0 DESIGNED BY.., PROJECT ENGINEER: MAJ DATE 091071202J PROJECT NO.: 23M DRAYWNC: GRI SHEET: i OF I SE 114 SECTION 4, TOWNSHIP 21 N. RANGE 5 E, W.M. THE ALICUS � DIMM It ITV 4,,930 F — — — .-_--- r 1 �k VATfa FOAD y— / � m a a I W o. - �VII1 _5422 F 8,490�SF. o D a b2 - 6,88 F. 19 91970 SF. h T h SE 3OdHT STREET (MINOR ARTERIAL) SP£€-0 = 45 MPH} 6. GRAPHIC SCALE 0 210 40 80 1 INCH = 40 FT THERE ARE NO AS -BUILT AS -BUILT INFORMATION ON THIS SHEET Rg:mc tw ...,,.- .....,..w.,..,... Cal 2 WorkIN; Drye BGIo You Dig 811 (wee Uldergrmnd LaC don CM(M (D,MT,,ND,OB,WA) PROJECT REF FAC22—OW6 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS APPROVED BY: DATE APPROVED: 04/05/2024 R.\2023\0\23038\3\Drawings\Bore\35IGHT23038Cwg 4/4/2024 2:11.35 PM I COPIRIGHT © 2023, D R STRONG CONSULTING ENGINEERS INC. M D.R. STRONG CONSULTING ENGINEERS � RLArevERa eDRvarwxs W-]MAVEIW/EpRI ,,NGPB09P O928B2)., F� DRAFTED BY.- B0 DESIGNED BY.., PROJECT ENGINEER: MAJ DATE1012312023 PROJECT NO.: 23038 FDRAWING: SDI SHEET.: I OF I PROPERTY BOUNDARY 18" D. ROOT BARRIER, TYP. SEE DETAIL AT RIGHT WATER METER, TYP. r------- r------ I I I I I I I I I I ' I 5,500 5F I I I I I I I I I I I `VD 'LACE I � I I 3 SF I I I I I 5, 0 SF I I I I I I I I I I I I I I I I I r____--____I—_ I 26 I 5,000 S.F. I L----------I-- PROPOSED (LIGHT POLE s m 0F. �I PROPOSED MAILBOX I I I I I I I I I I I I I 51 SF I I I I I I I I I — I 9 0 SF I I I I I FI r---------- I 30 I I 4,976 S.F. I � I I I I I I ---------�- r-----------1-y I I I I I I 31 I I I I 6, 382 S. F. I I I 1 I I I I I I I I I I 5,500 SF I I I I I I I I I I r— II ------T r-------- I I I I I I I I I I I 1 5,518 SF 5,919 5F 11 j 7 7,515 5F I ' I i I I �J 8 I 6,619 F 9 \\ \ 8,301 S.F. \ \ �_____ _____, 10 I I I I `------------- \\ I I \ I J _ II I I I I -T II I 12 I I ,545 S.F 11,189 S F I i w 5,27 .F h Ip a I I I ------ ----J 16 17 18 p -- — — — — II ---r I 5,500 S.F. 1 5,915 S.F. I I 5,953 SF I 1 I I j j I I 5,210 .F I I I I I I L------- ____---_I r__—__—I _ r r---___ II 20 I I I j I I I 6,490 &F I I I I I 19 9,970 SF I I I I I PLANT SCHEDULE STREET TREES QTY BOTANICAL / COMMON NAME CONT. SIZE 17 ACER TRUNCATUM X PLATANOIDES'WARRENRED' / PACIFIC SUNSET MAPLE B & B 1.51, DBH kIantv NURSERY GROWN FOR STREET TREE USE, BRANCHING AT SIX FEET, o SYMMETRICAL, MATCHED, STAKE AND GUY FOR ONE GROWING SEASON. N w TURFGRASS LAWN, SOD OR HYDROSEED IM COUNTRY GREEN PREMIUM SOD MIX OAE, 5-6 LBS. PER 1,000 SF SEE SHEET L2 RECREATION PLAN FOR RECREATION AREA ENLARGEMENT INSTALL STREET TREES PER CITY OF AUBURN STD. DETAIL T-06 "STREET TREE" PROPOSED STREET LIGHT, TYP. MAINTAIN MIN. 20' HORIZ. CLEARANCE BETWEEN ALL TREES AND STREET LIGHTS FIELD —ADJUST STREET TREE LOCATIONS AS REQUIRED TO PROVIDE MINIMUM HORIZ. CLEARANCES TO UNDERGROUND UTILITY LINES, TYP. NO TREE IN THIS LOCATION DUE TO UNDERGROUND UTILITIES PROPOSED HYDRANT, TYP. PROPOSED RETAINING WALL, TYP. SEE ENGINEERING BOUNDARY ([) em 0 30 60 120 JORTH 1" = 30'-0" SHEET SIZE 24" x 36" Linear Application of DeepNootTree Hoot Barriers at Time of Installing Concrete Sidewalks and Curbs M�ma.me�mm. x 4 mxo¢RE WRIER INSWLEO IN A`RFdWIIN WNW ANIM ISMENCOMAWRI)BARRIERISSET MMATMP EWi NA BES SCW ARMS CMWAIf0BAYWNMlNry RRIM mss WETOMofeREEMAPAIER RIBS FKFNWMREE NJJR. SUQ,tleo•nRarLLn � CmiWrmmY�Wx �°e°"0au"aivaAA saeom �> IT muv INAPL.IPONSXAIENCE I. nepoe base and,uhywe d. Tren[h m a{9mplare de* (u InmllmonmrommdAr,u wpolEeme„sl'IRunlhebx finiV Rredealmp A9deMk(v and M1adw, beMeen4gN¢mp'tlei1s finisM1gadedSry 3, plea,mr miner in een,h rem®I ,Immunlxemwamvre,optt A 8',tlfl I and coin ry[r ro rtquhmmLL SPleah,m mabnlagsnnNnn pmry6ere1d M1omtkom,4 ddefwml THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET AS -BUILT y Call 2 working Days Before You Dig 811 Utilities underground Looatlon Center 0D.MfJD,ORI PROJECT REF: FAC # 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'$ ENGINEERING REQUIREMENTS. APPROVED BY: DATE APPROVED: 04/05/2024 a a STATE OF WASHIOVALEYCT E S AN M CERTFICATE No. 774 Z Z O Q N > fn O 00 CL _ CD Ll 0 Of Q rj) �aaaaaau) U o LLI'Q Min W ¢ a w U) L-1 SHEET 1 of 6 (B em 0 10 20 40 NORTH 1" = 10'-0" SHEET SIZE 24" x 36" BLOCK RETAIN o- W W w W w W W W W W W W W W W W W W W W y W W W W W :.(. W W W W W W W W W W W W W W W .K'. w ". .. WWWWWWwW w + ♦C. O KW W W K Mco 0 0 .'.'..------T--------------- -- -- ---------- 4 POST AND RAIL FENCE BLOCK RETAINING WALL ¢ r? B'-O" APPROXIMATELY 4" x 4' P T.POST rn APPROXIMATELY Y x 4" P.i RAILS mn 3' HT VINYL -COATED LINK FENCE. INSTALL INSIDE OF FENCE 1 SURFACE TO DRAIN FINISHED ELEVATION CONCRETE FOOTING fBACKFILL WITH NATIVE SOIL COMPACTED GRANULAR SUB -BASE I.IZ" MIN. POST AND RAIL FENCE DETAIL NOT TO SCALE PLANT SCHEDULE TREES CITY BOTANICAL / COMMON NAME CONT. SIZE (D 4 ACER CIRCINATUM / VINE MAPLE B & B 1.5" DBH MIN. 3 STEMS, STAKE AND GUY FOR ONE GROWING SEASON N Z o_ 4 CHAMAECYPARIS NOOTKATENSIS'VAN DEN AKKER' /NARROW ALASKAN CEDAR B & B 6' MIN. HT. N NURSERY GROWN, UNCUT LEADER, FULL TO BASE. STAKE AND GUY ONE GROWING SEASON. SHRUBS CITY BOTANICAL / COMMON NAME CONT. KF 18 CALAMAGROSTIS X ACUTIFLORA WARL FOERSTER' / FEATHER REED GRASS 2 GAL. OR 18" HT. MIN. CS 10 CORNUS SERICEA'KELSEYI' / DWARF REDTWIG DOGWOOD 2 GAL. OR 18" HT. MIN. z M O� 12 MAHONIA AQUIFOLIUM / OREGON GRAPE 2 GAL. OR 18" HT. MIN. a a STATE OF MC 6 MYRICA CALIFORNICA / PACIFIC WAX MYRTLE 2 GAL. OR 18" HT. MIN. WASHIOVALEYCT E S AN ® 11 RHODODENDRON X'ANAH KRUSCHKE' / DWARF RHODODENDRON 2 GAL. OR 18" HT. MIN. i M CERTIFICATE No. 774 GROUND COVERS CITY BOTANICAL / COMMON NAME CONT. SPACING e .+ w 0 345 VINCA MINOR'BOWLES' / PERIWINKLE 1 GAL. 18" O.C. <o� m " E • CL a R a W All N E " TURFGRASS LAWN, SOD OR HYDROSEED COUNTRY GREEN PREMIUM SOD MIX OAE, 5-6 LBS. PER 1,000 SF E O >L > W C J p m AS REQ'D ARCTOSTAPHYLLOS UVA-URSI / KINNIKINNIK 1 GAL. 18" O.C. Q J � - POST AND RAIL FENCE RECREATION EQUIPMENT SCHEDULE CITY DESCRIPTION 'i 1 PACIFIC OUTDOOR PRODUCTS PE-7760 PLAYSYSTEM OAE SAFE PLAY AREA 32' X 30' Z Z 1 PACIFIC OUTDOOR PRODUCTS SE-5335 ADA-COMPLIANT TABLE OAE O � J HDPE TOP AND SEATS, IN -GROUND MOUNT PRIOR TO SIDEWALK INSTALLATION U) o d >=00 H 2 PACIFIC OUTDOOR PRODUCTS SE-5165 6' CONTOUR BENCH OAE O � 0� ELI RECYCLED PLASTIC BACK AND SEAT, IN -GROUND MOUNT PRIOR TO SIDEWALK INSTALLATION U) Hm g Tn of wu) -36 CY ADA ENGINEERED WOOD FIBER PLAY SURFACING, 12" MIN. DEPTH; NO SUBSTITUTIONS J M j UQ CONFIRM DEPTH WITH PLAY STRUCTURE MANUFACTURER PRIOR TO INSTALLATION Q Q W W ry F- 3 5/8" THICK HARD SURFACE PAVING 1/2" BULLNOSE ON ALL EXPOSED CORNERS, TYPICAL FINISH GRADE, 1" BELOW PAVING IN LAWN AREAS AND 3" BELOW IN MULCH PLANTINGBED AREAS HARD SURFACE PAVING NO SCALE v "— COMPACT SUB -GRADE 95% FELT EXPANSION JOINT 1/4" WIDE X 1" DEEP SAW CUT OR WET TRAWELED CONTROL JOINT AT 5' O.C. #10 6X6 WWM CENTERED IN SLAB MAINTAIN 4" CLEAR AT EDGES AS -BUILT Cal 2 WwkMDaY• JOB NUMBER: 811 UNNIN Undergo nd LoceUon Center DRAWING NAME: BD,MTPD,OFRWA) DESIGNER: JA DRAFTING BY: T( PROJECT REF: FAC # 22-0006 DATE: 912. SCALE: AS SHOV THESE PLANS ARE APPROVED FOR CONFORMANCE JURISDICTION: AUBUF WITH THE CITY OF AUBURN'$ ENGINEERING REQUIREMENTS. _ ^ APPROVED BY: L DATEAPPROVED: 04/05/2024 SHEET 2 Of 6 LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 30-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER REPAIR OF EXISTING PLANTINGS DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE GUARANTEE GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 30-DAY MAINTENANCE CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING COMPLETION OF PROJECT ACCEPTANCE OF FACILITY BY OWNER WORN TO INCLUDE MAINTENANCE AS DESCRIBED BELOW IN PUNTING AND IRRIGATION MAINTENANCE. SUBMITTALS SUBMIT THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PUNT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: PUNT MATERIALS. PUNT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (PAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURUPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PUNT CONDITION TO BE PROVIDED. B) QUALITY: PUNT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PUNTS TO BE FULLY LIVE. VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PUNTS TO BE SOLID AND FIRMLY HELD TOGETHER. SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PUNTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTIONS NO SUBSTITUTION OF PUNT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PUNT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PUN TO CITY FOR APPROVAL. D) UBEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. U DELIVER PUNT MATERIAL AFTER PREPARATION OF PUNTING AREAS HAVE BEEN COMPLETED AND PUNT IMMEDIATELY. IF PUNTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE SOIL PREPARATION SOIL IMPROVEMENT PER DEPARTMENT OF ECOLOGY BMP T5.13 'POST -CONSTRUCTION SOIL QUALITY AND DEPTH' • SOIL RETENTION RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. • SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AV01D STRATIFIED LAYERS, WHERE FEASIBLE 2.MULCH PUNTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS a.THE ORGANIC CONTENT FOR 'PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BMP ] AN PUNTER @4EES. WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1 THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. D.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A.) ABOVE: OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-8, TESTING PARAMETERS, IN WAC 173-350-220. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. • IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT 'PRE -APPROVED' RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3.STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PUNTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED' RATE OR AT A CUSTOM CALCULATED RATE, 4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. MAINTENANCE • ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION • PUNT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION. • LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. . REDUCE AND ADJUST, WHERE POSSIBLE. THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES, ORGANIC MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN COLOR. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES: OR, 3/8" DIAMETER RUBBER. NO WIRE EXECUTION: CONTAMINANTS. VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PUNTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 2 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PUN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PUNTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS EXCAVATE PIT, PUNT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS- EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE. AS DETAILED MULCH MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-4-INCH DEPTH. UTILITY CLEARANCES FIELD ADJUST PUNT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. PUNTING MAINTENANCE PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES: AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY, BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS. REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING i LAWN PUNTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE Y PREPARE PUNTING BED PER SPECS; AT MIN. LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE — NOTE: BEDy" REMOVE CONTAINER & WORK ROOTS -t FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PUNT LIST FOR PUNT SPACING 1 GAL CONTPIER erA URGT3i ( H_ANt®Far€ nuLCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) RS[N1PSdi TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR SIDEWALK LAWN NDLCH CQdIgN (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE 6' NIN PROVIDE DRYWELL MINIMUM 24'.24'.2a DEEP, WHERE MANAGE CONDITIONS REOUIEWII Fl SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT HOLD MULCH FROM STEM MULCH LAYER 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1/3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE 3x THE ROOTBALL DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PUNTING MIX. PUNT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE (2) LODGEPOLE STAKES; TIE AT APPROX 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER �I II ws"'F MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY - J01 BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES 3MA A e DIA OF ROOTBALLAT BALL CENTER, GRADE TO FINISH GRADE TAPERING PITITGRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY, NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL iPmiliPllIMIM42 HOLD PLANTS FROM EDGE OF PUNTER p AS NOTED ON PLANT LIST- DIY BED LINE EDGE CURB/WALK PLANT MATERIAL SPACING DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE .BASH GRADE I� IN IAWN AREAS 3 IN BED AREAS RUSH WITH EDGING 2' MAX. SURFACING ENGINEE D D CHIP yp� SURFACING RA EMIR PERT. III — ROPE SUBGRPDE i0 PERF. ADS PIPE g 3/4' MINUS WASHED III DRAINROCK DEWNT WEED WRIER m TSPACING AS CALLED OUT ON PUN PUNT LIST HOLD PUNTS FROM EDGE OF PUNTER — AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB THERE ARE NO AS -BUILT A&BUILT INFORMATION ON THIS SHEET PROJECT REF: FAC # 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'$ ENGINEERING REQUIREMENTS. APPROVED BY: DATE APPROVED: 04/05/2024 a a STATE OF WASHINGTI E S E E AN CT VA LEY CERTIFICATE No. 774 N W 0) V Q ``AT�L vJ M Q U M� m J Q to Q W 2 vJ J Q I— W 0 0 W^ LL V! 0 Z Q J L-3 SHEET 3 of 6 PLAY AREA EDGNG DETAIL NOT TO SCALE (1) em 0 20 40 80 NORTH 111 = 20'-0" SHEET SIZE 24" x 36" IRRIGATION LEGEND DESCRIPTION SPRINKLER HEADS: HUNTER MP ROTATOR WITH PRO -SPRAY POP-UP BODY AND CV DRAIN CHECK VALVE, 4" LAWN, 60 SHRUB O O HUWER-60 and 6H H. Q SERIES 40 0.98, 0.51 6' 'e 'b b In b b HUNTER-1000 8-15 F. TH. TT, H. 0 SERIES 40 0.65. 0.48, 0.37, 0.32, 0.16 8' 0 a a a 0 0 HUNTER-1000 8-15 F. TH, TT, H, 0 SERIES 40 0.65. 0.48, 0.37, 0.32, 0,16 10' a a e 0 0 o HUNTER-1000 8-15 F. TH, TT, H, 0 SERIES 40 0.65, 0.48, 0.37, 0.32, 0,16 12' 5,500 S.F. 5,500 S. F. 3 4 L D ® ® ® ID ® HUNTER-2000 13-21 F, TO, TT, H. 0 SERIES 40 1.29, 0.95, 0.74, 0.63, 0.33 15' 5,500 S.F. 5, 500 S. F. `� 6 e o HUNTER ES515. SS530 SERIES 40 1.41, 0.65 5:x3O: 5,518 S. F. 5,919 S. F. 505 LOCATE IRRIGATION EQUIPMENT IN LANDSCAPE BEDS, TYPICAL. 7 e � wsw a m HUNTER-3000 22-30 F, TO, TT, H, 0 SERIES 40 288, 219. 1.68, 1.44, 069 22' SHOWN HERE FOR DRAWING CLARITY 7,575 S.F. SPRAY IRRIGATION HUNTER ICV 101/151G REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX o MAXIMUM 2 VALVES PER BOX =_3i0y2)N& HUNTER XC-HYBRID BATTERY -OPERATED 12-STATION CONTROLLER, PROVDE GROUND AND BATTERIES PER s. MANUFACTURER'S SPECIFICATIONS. ATTACH TO 4x4 P.T. POST SET IN GROUND INSTALL CONTROLLER INSIDE WEATHER-PROOF ENCLOSURE P"O°C ® WILKINS 950 XLT- 1-1/4" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKIF—--WILKIN 8 TESTER r� IX WILKINS IND - BALL VALVE, SIZE TO MATCH PIPE CA=III CARBON INDUSTRIES R1730 (11Y0 Ai P.O.CJ GRADE LEVEL VAULT WITH BOLT LOCK LID IPLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BO% HUNTER HQ-33DLRC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE TWO KEYS AND SWIVELS ' 02 so ` — oz so 1 1 _ 0] 180 ` r ' - 02 I80 02 270 1 'If /1 24 " i C 02 1 5, 000 S. F. i a2 — i JPA I I 41 la I i 5, 933 S. F. _- 25 ;; IRRIGATION CONTROLLER FOR — 50000 S.F. VALVES IN LANDSCAPE STRIPS 1 1' Ir 1if , I 12 110 SEE SHEET L5 FOR CONTINUATION 1. 8 6,679 S.F. IRRIGATION POINT OF CONNECTION WITH NEW 4' WATER METER AND 1-1/411 BACKFLOW PREVENTION DEVICE. WATER METER PER CITY OF AUBURN STANDARD DETAIL. SEE DETAIL THIS SET FOR BACKFLOW PREVENTION DEVICE IRRIGATION CONTROLLER VALVES IN TRACT A 8,301 S. F I 6, 800 S. F. ........ — MAINLINE - SCH 40 PVC (18" COVER); SIZE PER PLAN, 2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM __---------- SLEEVE - SCH 40 PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM COVER IN LANDSCAPE AREAS, 6" SIZE WHERE IRRIGATION MAINLINE TRAVELS THROUGH PIPE. 4" S1ZE WHERE ONLY LATERALS TRAVEL THROUGH PIPE IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE SCH 40 PIPE SIZING CHART PIPE SIZE 3 4" I" 1 1 4" 1 t 2" 2 2 1 2 FLOW GPM 1-8 8.1-13 131-23 23.1-32 321-53 53.1-]4 GPM (MA%J THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET AS -BUILT 0912 Working Days Beb a Ym Dig Ulilbe UrWergfa811 Lo m lon Center rl (ID,MTND,OR,WA) PROJECT REF: FAC # 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. APPROVED BY: DATE APPROVED: 04/05/2024 a a STATE OF WASWI E ANCT J CERTFICATE No. 774 = 2 z Uoz 2 00 Z Q J M CL g u) o U M� m < Q Q w F _ L-4 SHEET 4 of 6 (1) em 0 20 40 80 NORTH 111= 20'-O" SHEET SIZE 24" x 36" 26 57 000 S.F. 5, 0007 S.F. 28 5,000 S.F. 29 5,000 S.F. 4, 9 6oS. F. 6, J821 5, F. e W W .SF .qn.4Tu oTrv,-, , LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF SLEEVING. SEE SHEET L4 FOR CONTINUATION B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). o ....... 3r PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE:::'.::::':: I a SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW Z o f FINISH GRADE p p W N x 5 In C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) a W 1 II CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, 5;'" e 6, 545 S.F. �� INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN o II .. .. DESIGN PRESSURE. m 1I 11, 189 S.F. 2. PROVIDE ALL LABOR, MATERIALS. TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH c OJ AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR ' p _ NOTES. PROVIDE A ONE LS, YEAR EQUIPMENT, AND FROM FINAL ACCEPTANCE AGAINST W �s ALL DEFECTS IN MATERIALS. EQUIPMENT, AND WORKMANSHIP. � 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR, OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT. $ i c' '. 4. LANDSCAPE CONTRACTOR TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK. PRW PROVIDE LANDSCAPE ARCHITECT WITH WRITTEN PSI RESULTS. • I C O 4 I •� 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. II aA 1 r 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7. SUBMITTALS: a Q ';II II A) SUBMIT EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, STATE OF it •� WASHINGTO �i Ir C) CONTROL WIRING PATH DIAGRAM, E 5 E E I. / 4 D) "AS -BUILT" DRAWINGS LAN C CT 5,210 S.F. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE V _4 TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES CERMFICATEV No Eno AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. Ih ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO ip �1 / 1 7 BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK / 6 %8 AS ACTUALLY INSTALLED •�. V DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR 5, 915 S.F.5, 955 S.F.ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: L w Y I , 5, 500 S. F. A) CONNECTION TO WATER LINES (P.O.C.), LE. B) CONNECTIONS TO ELECTRICAL POWER, N 0 C C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE. t G �f D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), cc 06 n .. N n 5,210 S.F. E) ROUTING OF CONTROL WIRING, W N _ E F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT J t 0 .. /.L./.. /.L./.., • p ', 1 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER •. V r a CONTAINING THE FOLLOWING INFORMATION: E a C L II ..L. .. A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, t > •r °ij-' a LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, J al a a•• .a • 1 B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS. I :.m..,e ,4N, a • CONTRACT, Q _ .. .. .... .... gmnp ..,. " II - - -'�'�• - T GUARANTEE STATEMENT, '� > D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT, m W E) CONSTRUCTION DETAILS FROM THE PROJECT, ..I .... .... .. .., ; � . . .. .... ... ..... F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, ' G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, S 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. li II �I 2// 10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR / APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH FINISH GRADE IN LAWN AREAS. JUMBO57 422 S.F. 10" ROUND BOX FORTGATE/QUICK COUPLER/WIRE SPLICES, AND BOX S ANDARDFORC FORALVE —_ • CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. a 1L MAINLINE PIPE TO BE BURIED IS INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES Z BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. O 12, HEAD AND LINE POSITIONING 15 DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARYY ��//J �� (V �l^ 0 FOR 100 PERCENT COVERAGE VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, v0) VJ 20 IN SHRUB BEDS WHERE POSSIBLE \ U) O 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER / _ 00 Z� j 6, 49O S. F. PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. Q V Q Q J 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS J. II� 15. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR �fL� M I�- ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY vJ W Z Zm HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING Q s 22 NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA ` O 16. ? OQ �� ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL V m 6,861 S.F SPLICES. 3M, SCO 'S LOCK SEAL TACK 35]6-]8. OR EQUIVALENT. N Q Q 97 9 70 S.F. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES r^ FOR JACKETED WIRE ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST _V VALVE OF EACH MAINLINE BRANCH COMMON WIRE TO BE WHITE SINGLE STRAND ILLI WIRE TO BE A MINIMUM OF 14 GAUGE. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U L LL LABEL. 19. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE "+�, �,,: s:• SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO C > BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL W •) • INSPECTION W N 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION JOB NUMBER: W N HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR DRAWING NAME: NON -IRRIGATED KINNIKINNIK IN MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL DESIGNER: JMV LANDSCAPE BEDS <2.5' WIDTH DRAFTING BY: TCR THERE ARE NO AS -BUILT PROJECT REF: FAC # 22-0006 DATE: 912.23 INFORMATION ON THIS SHEET SCALE: AS SHOWN THESE PLANS ARE APPROVED FOR CONFORMANCE JURISDICTION: AUBURN WITH THE CITY OF AUBURN'$ ENGINEERING AS -BUILT APPROEDBY: L-r APPROVED BV: �^f� DATE APPROVED: 04/05/2024 SHEET 5 of 6 6" CLEAR OF OBSTRUCTION POP-UP MULCH CONDITION FINISH GRADE a PAVING - _ - as III _ ADJUST ANGLE AT SPRINKLER SLOPE COVERAGE CONDITIONS 50% OF _ _ _ FLUSH AT LAWN SLOPE ANGLE - TYPICAL AND FLUSH WITH —11 III MULCH UNE MARLEX 90' ELBOWS SPRINKLER PVC SCH 40 PVC SCH 80 NIPPLE TEE SxSxT (SIDE INLET ONLY) PVC LATERAL NOTE MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE NOTE: ONE VALVE PER BOX PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE PVC SCH 80 SxT 904 ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISH GRADE SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE 1 C.F. 7/8" WASHED GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE THREADED BALL VALVE SCH 80 PVC MALE FINISH IN SCH 40 PVC 45' FOUR (4) 4"x8" NOTE- 1 . LOCATE VALVE BOXES IN PLANTING AREAS. 2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE. 3. ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE 4. ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40 PVC 45' ELBOWS. BALL VALVE DETAIL NOT TO SCALE FINISH GRADE VALVE BOX EO I, DO 'REGULAR VALVE BOX WITH LOCKING -1 WATER SERVICE LID FROM METER _ r PAVEMENT SCH 80 PVC UNION SxS 3 SCH 80 PVC NIPPLE TxS THREE INCH THICK LAYER OF 04 IlXon�JOr�l PEA GRAVEL OR APPROVED EQUAL 3/8" WELDED WIRE RE MESH 0 QUICK COUPLING VALVE SUMP 1 C.F. 7/8" WASHED GRAVEL THREE (3) 4"x8" BRICKS MARLEX ELL - TYPICAL SCH 80 END. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE DETAIL NOT TO SCALE nr to CHECK VALVE ASSEMBLY DETAIL NOT TO SCALE g 6" OFFSET FINISH GRADE PAVING SECTION PER CIVIL PLANS COMPACT BACKFILL AT 90% DENSITY (TOPSOIL BACKFILL) AT 95% DENSITY — (STRUCTURAL) PVC LATERAL SLEEVING � ALT. WIRE SLEEVE - PVC MAINLINE NOTE: SLEEVING MATERIAL SHALL BE PVC SCH. 40 DIMENSIONS ARE MIN CLEARANCES ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B' OR BETTER (MAX. OF 10% PASSING NOAO SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES WITH TEST COCKS, INSTALL ASSEMBLY WITH TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS MAINLINE PER PLAN -SCH 80 NIPPLE AND FEMALE ADAPTER - TYPICAL UNION AT EACH SIDE OF VALVE SCH 80 PVC - TYPICAL 'SCH 80 NIPPLE - TYPICAL _BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX SUMP 1 C F. 7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED e THERE ARE NO AS -BUILT INFORMATION ON THIS SHEET REMSIVIV AS -BUILT PROJECT REF: FAC # 22-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'$ ENGINEERING REQUIREMENTS. APPROVED BY: DATE APPROVED: 04/05/2024 STATE OF WASHINGTO E S E E LAN CT J M VA LET CERTFICATE No. 774 Z W p J N Q �J ' M Zz) (� W Z O m U o QQ J Lp j N Q Qof W 0f F_ L-6 SHEET 6 of 6