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Home My WebLink AboutFAC21-0021 - AS BUILT PLANSSTORM SYSTEM DEVELOPMENT CHARGE IMPACT (ON-SrrE AREA ONLY) TOTAL EXISTING IMPERVIOUS SURFACE= 0 SF (11,657 SF DEMO'D DURING GRA20-0009) w, TOTAL NEW IMPERVIOUS SURFACE= 189,689 SF N NET CHANGE= 189,689 SF I TOTAL HARD (NEW AND REMAINING EXISTING) SURFACE= 189,689 SF STORM PERMrr IMPACT (ON AND OFF SITE AREA) 4L1411.IN T DISTURBED AREA= 226,128 SF A NEW AND REPLACED HARD SURFACE= 189,689 SF NEW HARD SURFACE= 189,689 SF : DISTUR DISTURBED AREAL 27,505 SF NEW AND REPLACED HARD SURFACE= 27,144 SF 04 NEW HARD SURFACE= 17,331 SF EX. HARD SURFACE = 17,655 SF 0 50®0' TOTAL: DISTURBED AREA = 253,633 SF SCALE: 1'=100' NEW AND REPLACED HARD SURFACE = 216,833 SF NEW HARD SURFACE= 207,344 SF (FOR PERMITTING ONLY. NOT FOR BID PURPOSES) CUT= 1,500 CY FILL- 13,800 CY NET IMPORT - 12,300 CY TOTAL EARTHWORK- 15,300 CY :�11,:19a7121i 7aYla�C•:� LOCAL DESCRIPTION& PARCEL E (352204-9028): (PER FIRST AMERICAN TITLE INSURANCE COMPANY SUBDNSION GUARANTEE NO, THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECOON NCS-1084569-WA1, DATED OCTOBER 25, 2021 AT 7.30 AM.) 35, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS' PARCEL A (352 EEIK47): BEGINNING AT ME SOUTHEAST CORNER OF ME SOUTHEAST QUARTER OF THE BEGINNING AT ME SOUTHEAST CORNER OF SAD SUBDMSION; SOUTHEAST QUARTER F O SECTION 35 TOWNSHIP 22 NORTH. RANGE 4 FAST, W.M. IN THENCE SOUTH 8629'26" WEST ALONG THE SOUTHERLY LINE OF SAID SUBDMSION KINGCOY, AS WASHINGTON, KING COUNTY, AS NGTON, FEET, THENCE NORTHERLY PPFAlEL WITH EASTERLY LINE OF SAID SECTION A THENCE SOUTH 8629'26° WEST ALONG THE SOUTH UNE THEREOF JO LEFT THENCE gSENCE OF 516.18 FEET DIMOOSTANCE NORTH PARALLEL TO THE FAST UNE OF SAID SECTION, 6OEGUI FEET, THENCE WEST FEET TO TRUE POINT OF BEGINNING, THENCE SOUTH 8NG WIDTH 8629'260PARALLEL WEST 474 SET TO THE TRUE POINT OF BEGINNING: THENCE SOUTH THENCE SOUTH 86WIN WEST I50 LEFT; SOU 9'2 O PARALLEL i0 THE FIST UNE OF SAID SUBDMSION 135 RET; THENCE SOUTH NORTHERLY THENCE NORTHERLY PARALLEL WITH EASTERLY LINE OF BRIO SECTION A DISTANCE OF WEST 325 49 FEE-T; FEET: THENCE NORTH FAST FEET: THENCE NORTH 028'40° WEST FEET; THENCE THE RUEISOMP THENCE SOUTHERLY 13500 LEFT TO THE TRUE POINT OF BEGINNING. FEET T 478 EAST Q8.02 FEET MORE OR LESS TO A POINT FROM THENCE NORTH BTINE O WHICH THE FAST LINE OF SAID SUBDMSION BEARS NORTH 8T54'40" EAST 354.51 PARTHE F (335 N FEET OF FEET OF THE EAST 180 FEET OF THE THE NORTH 135 FEET OF THE SOUTH THENCE 6 FIST 199.59 LEFT MORE OR LESS TO A POINT FROM WHICH THE SOUTHEAST QUARTER OF SECTION 5. T8 TOWNSHIP 22 NORTH, RANGE 4 EAST, E PO THE TRUE POINT OF BEGINNING BANS SOUTH 8629'26° WEST F BE , W WILLANETIE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE SOUTH B629'26' WEST 149.50 FEET MORE OR LESS TO THE TRUE PONT OF EXCEPT THE EAST 30 FEET FOR ROAD; AND EXCEPT COUNTY ROAD BEGINNING, EXCEPT THAT PORTION DESCRIBED AS FOLLOWS BEGINNING AT ME SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE EXCEPT THAT PORTION CONVEYED TO ME CRY OF AUBURN, A MUNICIPAL SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST, W M, IN CORPORATION OF THE STATE OF WASHINGTON BY DEED RECORDED OCTOBER 04, 2021 KING COUNTY, WASHINGTON, UNDER RECORDING NO 4021100400170 THENCE SOUTH W29'26° WEST ALONG THE SOUTH UNE THEREOF 30 FEET, THENCE NORTH PARALLEL TO THE EAST LINE OF SAID SECTION 651.18 FEET; THENCE SOUTH HORZONTAL DATUM: 88729'2C WEST 474 FEET TO NE TRUE POINT OF BEGINNING; THENCE SOUTH HORIZONTAL DATUM FOR NIS SURVEY IS HAD 83/91 WA NORTH PER KING COUNTY. PARALLEL TO ME FAST UNE OF SAD SUBDMSION 135 FEET; THENCE SOUTH KING COUNTY CONTROL POINT DESIGNATION NO. 6803 WAS HELD FOR POSITION, AND W29'26" WEST 90 FEET, A UNE BETWEEN SAID POINT NO 6803 AND CONTROL POINT DESIGNATION NO SODS THENCE NORTH 928'400 EAST 135 FEEL WAS HELD FOR ROTATION, BOW NORTH 0713'02" EAST THENCE NORM B629'26" EAST 90 FEET TO ME TRUE POINT OF BEGINNING. CONTROL 6803 (AM COA 307-002) PARCEL B (35220FIKINY BEGINNING AT THE SOUTHEAST CORNER OF SECTION 35, TOWNSHIP 22 NORM, RANGE DESCRIPTION. STONE IN MONUMENT CASE IN CC OF WEST VALLEY HAY. NORM OF 4 FAST, WILLAAENE 37TH STREET NW. MERIDIAN, IN KING COUNTY, WASHINGTON; N 128528.027 AND RUNNING THENCE ALONG THE SECTION UNE SOON 8W2V26" WEST 30 FEET; E.1289254.413 THENCE NORTH PARALLEL TO THE EAST UNE OF SAID SECTON 651.10 FEET TO THE TRUE POINT OF BEGINNING, CONTROL 5603 (AAA CM 107-012) THENCE NORM PARALLEL TO THE EAST LINE OF SAD SECTION 202.90 FEET; THENCE DEMRIPDON 4M CONCRETE MONUMENT IN MONUMENT CASE DOWN 0.6' SOON BT54'40" WEST 324.50 FEET; N.133835.771 THENCE SOUTH O'28'40° FIST 199.82 FEET; E1289459.914 THENCE NORTH 8754'40" FAST 32450 RET, MORE OR LESS, TO THE TRUE PONT OF BEGINNING. VERTICAL MOM: EXCEPT THAT PORTION CONVEYED TO THE CITYOF AUBURN, A MUNICIPAL VERTICAL THIS SURVEY IS PER WSDOT WRPCAL CONTROL CORPORATION OF THE STATE OF WASHINGTON BY DEED RECORDED OCTOBER 04, 2021 .DATUM!21FOR POINT HELD O%n0I WAS HELD FOR ELEVATION, BEING 79.TE (STANDARD UNDER RECORDING N0. 2021100400169 W MONUMENT IS A STANDARD WSWT SURFACE BRASS qSK IN CONCRETE WALK, ON ENT IS WALK, O 37N STREET OVERCROSSING OVER SR 167 PARCEL, C (3522: BEGINNING AT NE CORNER QUARTER OF THE ME SOUTHEAST THE GP17167-26 SOUTHEAST HI NORTH, RAN OF SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST, W M., IN 281.94 N:1290460.434 Y,WASQUARTER KING COUNTY, WASHINGTON; E129.006' 345 THENCE SOUK 88' WEST ALONG THE SOUK LINE THEREOF 30 FEET; THENCE NORM PARALLEL TO THE EAST LINE Of SETT SECTION 65118 FEET; THENCE SOUTH THE Z=]9 006' 8629'WEST 474 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH PARALLELTO THE FAST UNE OF SAID SUBDMSION 135 FEET; THENCE SOUTH (NOTE: THERE WERE NO CITY OF AUBURN CONTROL IN THIS AREA WEST 90 FEET, TIME THE SURVEY CONTROL WAS HELD AS DISCUSSED WITH WRING OL WAS THENCE NORTH FAST 190 FEEL THENCE RV C.O.A. SURVEY DEPARTMENT PRIOR TO COMMENCEMENT OF THE SURVEY) AR CODA 8F29'0" THENCE NORTH 8629'26" FAST 90 LEFT TO THE TRUE POINT OF BEGINNING. REFERENCE SURVEYS: PARCEL 0 /-9048): CITY OF AUBURN BOUNDARY UNE ADJUSTMENT N0. BLA17-0005. RED N0. AT THE BEGINNING AT THE SOUTHEAST CORNER OFO SECTION 35, TOWNSHIP 22 NORTH, RANGE 20171208900005 4 FAST, MERIDIAN, IN KING COUNTY, KING THE E SOUTH WEST 30 FEET' AND RUNNING THENCE ALONG THE SECTION LINE SOUTH 8N, MlE OF SURVEY: 516. THENCE NORTH PARALLEL TO THE FAST LINE OF SAID SECTION, 5BEGI FEET; HENCE THIS SURVEY REPRESENTS WSIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON SOUTH WEST 300 FEET TD THE TRUE PUNT OF BEGINNING; THENCE 21, 2018. ALLCONTROL INDICATED KWND" WAS RECOVIIHED SOF ING SOUTH CONTINUING SOUTH BB'29'26" WEST P6 FELT, FOR THIS PROJECT IN MRIL OF 201E AND AUGUST OF 2018 FOR THIS RI 20 01 THENCE NORTH PARALLEL TO NE FAST UNE OF SAID SECTION, 135 FEET, THENCE NORTH 8629'26' FAST 174 FEET TO A PONT 135 FEET NORTH OF NE POINT OF BEGINNING, THENCE SOON PARALLEL TO THE EAST UNE OF SAD SECNON 135 FEET TO NE TRUE POW OF BEGINNING. SOILS REPORT NOTES 1. THE FOLLOWING SOILS REPORTS HAS BEEN PREPARED FOR THIS PROJECT GEOTECHNICAL REPORT PERFORMED AND PREPARED BY: TERRA ASSOCIATES, INC. 12.220 113TH AVENUE NE, STD. 130 KIRKLAND, WA 98034 CONTACT: KEVEN ROBERTS P.E. (425) 821-7777 PROJECT NO.: T-8081 DATED: FEB 20, 2019 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPILED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, PAVING SUBGRADE PREPARATION, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTGATON AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT AS A MINIMUM. THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: UTILITY TRENCH EXCAVATIONS, UTILITY PIPE BEDDING, SUBGRADE STABILITY, FOOTING SUBGRADE CONDITIONS, STRUCTURAL FILL OBSERVATIONS AND TESnI4G, SITE DRAINAGE MEASURES AND OBSERVATIONS, PAVEMENT SUBRADE OBSERVATIONS, EROSION CONTROL, SITE STABILITY INCLUDING TEMPORARY AND PERMANENT SLOPES. 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. 287TH INDUSTRIAL PARK D CIVIL COVER SHEET FINNMONUMENT IN CASE 1BRASSY W/ PITCH IN GONG DN. 060' PORTION OF THE SE 1/4, OF THE SE 1/4 OF SEC. 35, AND PORTION OF THE HE SEC COB 35-22-4E SW 1/4, OF THE SE 1/4 OF SECTION 35 TOWNSHIP 22 N., RANGE 4 EAST, W. M. (WGS 5603) CALCULATED E.1/4 SEC.35 OVERALL SiTE PLAN • BUILDING I r • SF 4 .00 ORNMW�E�§ B�W14N�S5ffiRt8 �R�N��ffiT4R I'"� mm � non'1 MAINEE��,Ea��mi� 2.�mWmsers �9 IN ROADWAY)��. I?' • e END MONUMENT IN CASE I I < CONC W/Y" WITH DRILL HOLE DN. 1.90' SE COB SEC 35-22-04E (WGS 6803) - PROJECT NAME: 287TH INDUSTRIAL PARK PARKING: 10.517 SF OFFICE O 2 / 1000 SF = 22 STALLS PARCEL NUMBERS: 94.659 SF WAREHOUSE O 1 / 20M SF = 48 STALLS PARCEL NO. 352204-9047: 6610 S. 287TH STREET PARKING OVERALL, REQUIRED = 70 STALLS PARCEL NO. 352204-9082: 66M S. 287TH STREET PARKING PROVIDED 75 STALLS PARCEL NO. 352204-9046: S. 287TH STREET =60 STALLS STANDARDE15 STALLS PROVIDED E PARCEL NO. 352204-9026: 6710 S. STREET STALLS PROVIDED PARCEL NO. 352204-9067: WEST 28535 W1ST VALLEY HIGHWAY 2854 ADA AC ESSI AM ACCESSIBLE=4 STALLS PROVIDED PARCEL N0. 352204-9039: 28535 W15i VALLEY HIGHWAY CONSTRUCTIONTYPE: 1118 TOTAL PROPOSED ONSITEAREA 245,031 SF 5.625 ACRES HEIGHT- BUILDING HEIGHT: 4$' (DOES NOT DEDICATED R INCLUDE DEDICATED R.O.W.) TOTAL EXISTING PARCEL AREA m 267,154 SF (6.133 ACRES) CRmCAL AREAS, ROODPWN - NONE (DOES NOT INCLUDE R.O.W. DEDICATIONS) GROUNDWATER - PROTECTION ZONE 4 • STREAM (OFFSITE) - TRIBUTARY 45- END CLASS II SITE/ADJACENT ZONING: M1 LIGNT INDUSTRIAL WATERBODY STORM WATER DETENTION TO BE UNDERGROUND DEVELOPER INFORMATION CARPINITO FARMS, LLC 1148 CENTRAL AVENUE NORTH KENT. WA 98032 PHONE: 253-854-5692 CONTACT: MIKE CARPINITO EMAIL MIKECACARPINnO.COM ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72nd AVE. SOUTH KENT, WASHINGTON 98032 PHONE: 425 251-6222 CONTACT: JASON G. HUBBELL, P.E. EMAIL JHUBBELLOBARGHAUSEN.COM 0):1T1 aj[ M BARGRAUSEN CONSULTING ENGINEERS 18215 72nd AVE. SOUTH KENT, WASHINGTON 98032 PHONE: 425 251-6222 CONTACT: BRAN GILLOOLY, PIES EMAIL BGILLOOLYOBARGINAUSEN.COM ADJACENi PROPERTY NOTES 1. SOME ASPECTS OF THE THE PROPOSED PROJECT DEPEND ON THE CONSTRUCTION OF FACILITIES PROPOSED FOR CONSTRUCTION ON ADJACENT PROPERTY UNDER PERMIT NUMBER FAC20-0016. IF CONSTRUCTION OF PERMIT FAC20-0016 DOES NOT OCCUR, A MAJOR REVISION TO THE PROPOSED PROJECT WILL BE NECESSARY. �ll. ITS': .tip WATER: CITY OF AUBURN -PUBLIC WORKS 25 WEST MAIN STREET AUBURN, WA 98001 (253) 931-3010 GAS: PUGET SOUND ENERGY/POTELCO 8001 SOUTH 212TH SFREEr KENT, WA 98032 (253) 395-7065 X 7151 CONTACT: LEE BROWN TELEPHONE: CENTURY LINK 23315 BETH AVENUE SOUTH KENT WA 98032 (2 06j372-5388 -ONTT, T: JENNIFER GORMAN CABLE: COMCAST CABLE COMMUNICATIONS 4020 AUBURN WAY AUBURN, WA 98002 (253) 288-753B CONTACT: BILL WALKER SEWER: CITY OF AUBURN -PUBLIC WORKS 25 WEST MAIN STREET AUBURN, WA 98001 (253) 931-3010 POWER: PUGET SOUND ENERGY POTELCO 8001 SOUTH 212TH EET KENT WA 98032 (25.3j 395-7065 X 7151 CCONN�TACT: LEE BROWN FIRE: VALLEY REGIONAL FIRE AUTHORITY D STREET HE AUBURN, WA 98002 (253) 288-5870 CONTACT: DAVE CASSLEMAN 11 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. INSPECTOR DEV. REVIEW ENG. 04/23/2025 BENCHMARK ELEV=79.006' N:127281.9456 E:1290460.4345 �� 11 •iLG 7•i1 �. D LQ RELATED PERMS REQUIRED WATER: (1) 2' DOMESTIC WATER METER (1) 1' IRRIGATION WATER METER (1) FIRE LINE CONNECTION (5) FIRE HYDRANT PERMIT TUBE, (1) UNDERGROUND FIRE LINE K (( VOW (BW (BFLI(BFL1: (1) RPBA DOMESTIC (1) DCVA IRRIGATION (1) DCVA FIRE LINE SANITARY SEWER (SWR) (1) SEWER CONNECTION MISCELLANEOUS, 's i SITE s 285Tx n wTn n IW o� S iBNHST 1 XZ 00 w o s'ffi• n �+ sml n xw r URN. WASHINGTON z EAL INDEX OF SHEER 00.1 CIVIL - COVER SHEET CO2 LEGEND AND NOTES 01.0 CONSTRUCTION DETAILS C1.1 CONSTRUCTION DETAILS N $ $ C12 CONSTRUCTION DETAILS c C21 TESC AND ROUGH GRADING PLAN C22 TESL NOTES AND DETAILS £ C3.0 SITE LAYOUT AND PAVING PLAN 04.0 GRADING PLAN C4.1 GRADING DETAILS C4.2 SITE CROSS SECTIONS C4.3 SITE CROSS SECTIONS 05.0 STORM DRAINAGE PLAN C5.1 STORM VAULT DErAIL SHEET C6.0 SEWER AND WATER UTILITY PLAN C7.0 SOUTH 2877H STREET IMPROVEMENT PLAN AND PROFILE C7.1 SOUTH 287TH STREET IMPROVEMENT PLAN AND PROFILE C7.2 WEST VALLEY HIGHWAY IMPROVEMENT PLAN AND PROFILE C7.3 ENLARGED INTERSECTION PLAN C7.4 ROAD SECTIONS C8.0 ROADWAY CHANNELIZATION PLANS C8.1 ROADWAY CHANNELIZATION PLANS C9.0 FIRE TRUCK ACCESS EXHIBIT 09.1 SK)HT DISTANCE EXHIBIT C9.2 TRUCK MANEUVERING EXHIBIT C9.3 TRUCK MANEUVERING EXHIBIT L •11Y(DNI ii= L1 LANDSCAPE PLAN WEST L2 LANDSCAPE PLAN EAST L3 PLANT SCHEDULE L4 LANDSCAPE NOTES + DETAILS L5 IRRIGATION PLAN WEST L6 IRRIGATION PLAN EAST L7 IRRIGATION NOTES + SCHEDULE LB IRRIGATION DETAILS L9 IRRIGATION DETAILS LID IRRIGATION DETAILS SURVEY 1 BOUNDARY AND TOPOGRAPHIC SURVEY 2 BOUNDARY AND TOPOGRAPHIC SURVEY SITE LIGH I LNG PLANS SI SITE PLAN SLA2 SITE LW7`ING PHOTOMETRIC PLAN LLUMINA L-01 LLUMNATION PLAN L-02 ILLUMINATION PLAN L-W ILLUMINATION PLAN L-04 PHOTOMETRIC CALCULATIONS L-05 PHOTOMETRIO CALCULATIONS SIGNAL MODIFICATION PLANS TS-01 SIGNAL MODIFICATION PLAN TS-02 SIGNAL MODIFICATION WRING DIAGRAMS O• GRA21-0044 - GRADING STM21-00XX - LEVEL 3 STORM C n _ B U I LT AV Know what's below. Call before you dig. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY OUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION R TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 811 AND POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY SINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC ZMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THALEXA RACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO F N O O I Y N U- LL REVISED CRY OF AUBURN APPROVALS THIS PLAN SET FOR PROJECT FAC21-0021/, �SHEETS _ TO _ ARE APPROVED FOR CONSTRUCTION BY: Y^ ✓ j 02/28/2024 JACOB SWEETING, P.E., CITY ENGINEER: __DATE:___ SHANNON HOWARD, P.E., DEV ENGINEER ^�-0� oeaa_DATE:__ i 02/28/2024 a A TEAGUE, aICP PLANNING SERVICES MANAGER ___DATE:___ cWA EL W J Ir W O � U 1 z J = U k a 2 N FEEE IL L0 O L(i I J Z � JW0GGD I 03 1.0 00 N > Q O OJ�I- L Q Fi Z M. I- W Z Y Q UU F8 W W T I .ACT' yc N � C 0 L C W c yC E7T N 7 M Q a Ho C Q _ ` l0 C O In ELFL0 m N YV m U Yv N C4 I� N Q F LEGEND AND NOTES PORTION OF THE SE 1/4, OF THE SE 1/4 OF SEC. 35, AND PORTION OF THE SW 1/49 OF THE SE 1/4 OF SECTION 35 TOWNSHIP 22 N., RANGE 4 EAST, W. M. LEGEND: EXISTING PROPOSED STORM DRAIN LINE So c So So CATCH BASIN TYPE I ❑ CATCH BASIN TYPE II SEWER UNE SS SS 5a SEWER MANHOLE O • SEWER CLEANOUT O EX. WATER LINE W W FIRE HYDRANT IQ WATER METER 0 GATE VALVE WµEVD W H WATER VAULT O O GAS LINE GAS GAS GAS GAS CAS VALVE DQ GAS VAULT GAS METER POWER LINE (OH) P(OH) P(OH) POWER LINE (UG) P(UG) P(UG) POWER VAULT FP] EPI POWER METER L7 POWER POLE O t GUY ANCHOR -� TELEPHONE LINE T TELEPHONE VAULT O TELEPHONE MANHOLE QT SIGN n Z EX. ROCKERY CCT3'a CCY GROUND CONTOUR ------------------ 45.0 SPOT ELEVATION LUMINAIRE Q- } BUILDING LINE CONCRETE PAVEMENT ° GRAVEL ASPHALT PAVEMENT FENCE 0- MAX. WATER SURFACE UNE DEAD STORAGE UNE SET MONUMENT y FOUND SECTION CORNER �}• TRAFFIC SIGNAL POLE Q GENERAL SITE NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGRAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTFIUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. 7. Im PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE *MEANS AND METHODS' REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PUNS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMFTTED TO BARGRAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGRAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. 1. ALL BACKFLOW PREVENTION ASSEMBUES SHALL BE INSTALLED IN A MANNER THAT WILL ALLOW PROPER OPERATION, AND IN-UNE TESTING AND MAINTENANCE. 2. A BACKFLOW ASSEMBLY PERMIT IS REQUIRED FOR ALL ASSEMBLIES INSTALLED WITHIN THE CITY OF AUBURN, AND/OR THE CRYS WATER DISTRIBUTION SYSTEM. 3. BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH - BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION UST. 4. BACKFLOW ASSEMBLIES MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, AND INSPECTED AND APPROVED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. UPON RECEIVING APPROPRIATE FEE PAYMENTS AND VERIFYING THAT REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) HAS BEEN INSTALLED (NOT BY C10), THE CITY WILL INSTALL THE DOMESTIC METER INSIDE THE DOMESTIC METER BOX. THE PASSING TEST REPORT FOR THE RPBA MUSTBE RECEIVED BY THE CITY WITHIN 72 HOURS OF THE INSTALLATION OF THE DOMESTIC METER. 6. UPON RECEIVING APPROPRIATE FEE PAYMENTS AND VERIFYING THAT DOUBLE CHECK VAULT ASSEMBLY (DCVA) HAS BEEN INSTALLED (NOT BY CITY), THE CITY WILL INSTALL THE IRRIGATION METER INSIDE THE IRRIGATION METER BOX. THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED BY THE CITY WITHIN 72 HOURS OF THE INSTALLATION OF THE IRRIGATION METER. 7. DOUBLE CHECK VALVE ASSEMBLY (DCVA NOT BY CITY) TO BE INSTALLED BY THE CONTRACTOR ONTO THE FIRE SERVICE LINE, THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED BY THE CITY WITHIN 72 HOURS OF THE CONNECTION OF THE BUILDING FIRE SERVICE LINE TO THE CITY MAIN. CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. CONTRACTOR TO PROVIDE CITY OF AUBURN WITH CESCL LEAD CONTACT INFORMATION AT THE PRE -CONSTRUCTION CONFERENCE. 2. REVIEW CLEARING AND GRADING UMFS FOR PROJECT, AND ADJUST AS SHOWN ON THE TESC PLANS. 3. INSPECT AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE. 4. INSPECT AND MAINTAIN TEMPORARY FILTER FABRIC FENCE AROUND PERIMETER OF SITE. ADJUST AS NEEDED FOR FINAL EXCAVATION AND GRADING. 5. INSPECT TEMPORARY SEDIMENT POND AND OUTLET STRUCTURES. 6. REVISE TEMPORARY INTERCEPTOR DITCHES TO ROUTE WATER AWAY FROM DETENTION VAULT EXCAVATION ONCE EXCAVATION COMMENCES. 7. PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING GRADING OPERATIONS. 8. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 10. REMOVE SETTLEMENT MARKERS AND COMMENCE GRADING BUILDING PAD TO PAD SUBGRADE ELEVATION. 11. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 12. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE 13. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO 14. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN AFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND 15. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. 16. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 17. INSTALL UTILITIES PER APPROVED PUNS. 18. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 19. FINE GRADE SITE AND PREPARE FOR PAVEMENT. REMOVE PRELOAD PAD WHEN DIRECTED TO BY GEOTECHNICAL ENGINEER. 20. CONSTRUCT BUILDING. 21. INTERCEPTOR DITCHES CAN BE REMOVED AND SITE GRADED TO DRAIN TO ONSITE CATCH BASINS. 22. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 23. INSTALL LANDSCAPING PER APPROVED PUNS. 24. REMOVE REMAINING TESC BMP'S WHEN SITE IS FULLY STABILIZED. HYDROSEED/MULCH ANY EXPOSED SOILS. 25. COMPLETE INSPECTION/ PUNCHLIST CITY OF AUBURN GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CRY OF AUBURNS REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CRY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE'WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSOOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION), -EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CTIYS CONSTRUCTION STANDARDS 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 THE COMMUNRY DEVELOPMENT & PUBUC WORKS DEPARTMENT AT 253-931-3010, TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTIUFY LINES MAY NOT BE SHOWN ON THE DRAWINGS. R SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTIUTIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY UNES. IDENTIFICATION LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND CABLE). 5. IF A PROPOSED 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 BEUEVES 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. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBUC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND SIREEI 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 CONTACTORS OPERATIONS OR NEGUGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBUC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON UCENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S 'RECORD CONSTRUCTION DOCUMENITHANDOUT. CITY OF AUBURN GRADING AND EROSION CONTROL NOTES WITHIN THE CITY OF AUBURN All REQUIRED SEDIMENTATION AND EROSION CONTROL FACIUTIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTNIFES. THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED, IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACIUTIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), CONTROL PONDS, SHALL REMAIN IN PUCE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. S. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTNIN. 6. NO TRACKING IN THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO THE ROAD, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING OR PICKUP SWEEPING. TRANSPORT SEDIMENT TO A CONTROLLED SEDIMENT DISPOSAL AREA. KEEP STREETS CLEAN AT ALL TIMES. 7. 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 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULE TO REMAIN UN -WORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED. FROM OCTOBER 1 TO APRIL 30 EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS THAT WILL REMAIN UN -WORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. CITY OF AUBURN TIRE SPRINKLER SYSTEMS NOTES SPRINKLER SYSTEMS SHALL MEET CITY OF AUBURN STANDARD 7.06.2 AND THE FOLLOWING REQUIREMENTS: 1. PROPOSED FIRE LINE TO BE SIZED BY A FIRE PROTECTION ENGINEER. 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER UNES 3. A SEPARATE DETAILED PUN OF THE UNDERGROUND FIRE SPRINKLER SUPPLY LINE SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. 4. POST INDICATOR VALVE SHALL BE INSTALLED ON THE FIRE SPRINKLER SUPPLY LINE TO ISOLATE THE SYSTEM FROM THE CLAYS WATER SYSTEM WHEN REQUIRED FOR REPAIR. 5. LOCKING, PIPING, AND RODDING DETAILS SHALL BE PROVIDED WITHIN THE SUBMITTAL 6. APPROVAL OF THE CIVIL PUNS DOES NOT APPROVE THE INSTALLATION OF THE SPRINKLER SYSTEM SUPPLY PIPING. AS -BUILT PROJECT REF: FAC21-0021 r Z 0 Z Q Z W 0 W J = N LO J 3 .J JW0Go Z OD I CO) .t- N 000 04 Q Q O OJ�I- H Q H Z EL. Er H Z W NZ CL Q U UU w T fr � C C G C C W c �F F7� C Hu Q m N- c¢ me �3 l0 O N y m U mY�t THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN 9S GNEER G RE MENTS. LI) ry On behalf of 8 N o DEV. REVIEW E_ Shannon Howard m NGINEER: __ S DATE APPROVED: 9.8.2022 N Q CONSTRUCTION DETAILS SMENT LR TOP OF CURB AT APPROACH t 7 3/4, 6" X 18' CAST —IN —PLACE CONCRETE VERTICAL CURB NOT TO SCALE TOP To PSI (MIN.) CONCRETE 4" CEMENT CONCRETE SIDEWALK (WHERE SHOWN ON PUN) WITH BROOM FINISH 5' 0.75" o.75" RAD. d' a *�4 DIA. C.(1NT. B' Aa J�/ a cueeRAL CONCRETE i �\L /4 DIA. CONE. CURB AND SIDEWALK DETAIL (ON -SITE ONLY) NOT TO SCALE 4" COMPACTED DEPTH ROCK BASE COURSE 12' SUBGRADE COMPACTED TO LIGHT DUTY PAVING SECTION (ON -SITE ONLY) NOT TO SCALE (PER GEOTECHNICAL ENGINEER RECOMMENDATIONS) z ;o `STREET LIGHT PER PUN 0.5' ALL RIP RAP PADS SHALL BE (6'+PIPE DIAMETER) WIDE X 8' (OR 4 X PIPE DIAMETER, WHICHEVER IS GREATER) LONG PAST PIPE 1.5% OUTLET + UP TO V OVER CROWN X 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH VOLUME V. TABLE 4.4 ROCK PROTECTION AT OUTFAILS IN THE 2005 DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: 2" CRUSHED SURFACI PASSING 8 INCH SQUARE SIEVE 100% TOP COURSE PASSING 3 INCH SQUARE SIEVE 40-60% 4" CEMENT CONCRETE PASSING 3/4 INCH SQUARE SIEVE 0-10% SIDEWALK PER COA DETAIL T-15 RIP RAP SPECIFICATIONS s w®aR�«wei�i NOTES: 1. ETHAFOMA PAD SHALL BE OUTSIDE PIPE DIAMETER x OUTSIDE PIPE DIAMETER x3 INCHES WHERE OUTSIDE DIAMETER REFERS TO THE LARGER PIPE 2. ETHAFOMA SHALL BE USED WHERE VERTICAL SEPARATION BETWEEN WATER AND STORM IS LESS THAN 12". ETHAFOAM CROSSING DETAILS NOT TO SCALE 6" (MIN.) CEMENT EINFORCED P- (MIN.) CEMENT CONCRETE PAVEMENT. 28-DAY COMPRESSIVE STRENGTH - 4000 PSI. m o0 o°oa 000 2' COMPACTED DEPTH CRUSHED ROCK BASE 71'2SUBGRADE, COMPACTED TO 95% GEOTECHNICAL ENGINEER TO INSPECT PRIOR TO PLACEMENT OF CRB AND CONCRETE PAVEMENT. NOTE: 1. DETAIL IS FOR REFERENCE ONLY. ALL PORT AND CEMENT CONCREM PAVEMENT (PCC) AND REINFORCEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER'S REPORT. 2. CONTROL JOINTS SHAH BE SPACED 15' O.0 MAXIMUM. TYPICAL CONCRETE PAVING SECTION 019212111 0.5' 1.5% 4" CEMENT CONCRETE SIDEWALK PER COA DETAIL T-15 MOUNTABLE CONCRETE CURB PER STD PUN F-10.18-02 CURB 1 1' i \ 2' WSDOT CL H HM4 OVER 8' WSDOT 1' CL M4 (PLACED IN 2-3" UFIS) OVER 14' CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE. PAVEMENT SECTION ®,. z 2' GRIND EX. PAVEMENT 2" WSDOT 1/2' CL HMA OVERLAY 1 ,� EXISTING SURFACE MATCH EXISTING PAVEMENT STRUCTURE DEPTH OR CONSTRUCT THE PROPOSED PAVEMENT STRUCTURE DEPTH, WHICHEVER IS GREATER. PER GEOTECH RECOMMENDATIONS NOTE: AND GUPAVEMENT SECTION PER TERRA ASSOCIATES, INC. CONCRETE CURB AGUTTER PER WSOOT STANDARD PUN FND PAVEMENT DESIGN (T-8081) DATED 10/28/2021 ,e�WEST VALLEY HIGHWAY SOUTH ROAD SECTION (LOOKING NORTH) NTS (PRINCIPAL ARTERIAL) EXISTING SOUTH PROPERTY LINE ��OF PROJECT SITE AND PROPOSED CENTERUNE 27.5' 27.5' 1.5' 10' EXIST. 1 2" GRIND IX. PAVEMENT p 2" WSDOT 1/20 CL HMA OVERLAY EXISTING SURFACE 2.0%f MATCH EX. (SEE PLAN) — — — — — — — — ___-- MATCH EXISTING PAVEMENT STRUCTURE DEPTH J OR CONSTRUCT THE PROPOSED PAVEMENT STRUCTURE DEPTH, WHICHEVER IS GREATER. EXISTING CURB & GUTTER 72:WS:DOWT' CL HMA OVER 4' WSDOT 1' CL HMA OVER �12' CRUSHED SURFACING BASE COURSE NOTE: CONCRETE CURB AND GUTTER PER WSDOT PAVEMENT SECRON PER TERRA ASSOCIATES, INC. STANDARD PUN F-10.12 PAVEMENT DESIGN (T-8081) DATED 10/28/2021 SOUTH 287TH STREET (LOOKING EAST) NTS ?MESH REINFORCING 6' PORTLAND CEMENT CONCRETE r 6" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE ...•.+-'�::.:Tty'_: ..� oQo 0000 �°o p Og�pOoaoo 0o go 00( � o• g o o o o°o 0 00 0 cb° SUBGRADE COMPACTED TO 95% ENTRANCE RAISED APRON/ISLAND SECTION NOT TO SCALE NOTE: CONCRETE IN RAISED PORTION OF APRON ISLAND SHALL BE COLORED RED AND STAMPED WITH A BRICK PAMN AS -BUILT REVISED PROJECT REF: FAC21-0021 J Y H EL W � J Q O U 5 z F1� Z z0 K CID O N = N 00 LO J .J JW0op I W 1.0 N 000 04 Q Q O OJ�� H Q H Z IL I— W IT Er Z Q U UU W T i rc 0 U 6 S u C � a 3 C a"C+ • 0 _ a 10 � a C W c o y�F N f H71 m C y Q m N m 13 E d � too Ce cv u 8 m U r3 OSic 4 s THESE PLANS ARE APPROVED FOR CONFORMANCE WITH . THE CITY OF AUBURN'S ENGINEERING REQUIREMENTSCID ry <C C N o DEV. REVIEW ENGINEER:__;,L_uzsazzs._; —__ z O S w s0e 0a O� DATE APPROVED: N r a V 4 CONSTRUCTION DETAILS FIRE PROTECTION NOTE; THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM MAY DEMATE FROM THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR FIRE DEPARTMENT CONNECTON AND COORDINATE WITH OTHER UTILITIES ONLY. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13," ITS AMENDMENTS, AND LOCAL REQUIREMENTS. INCLUDING BUT NOT UMRED TO ACOUISITION OF ALL PERMITS. 4-GALV. YARD W ELBOW GALV. THIRD TEE 814' FDC STORZ CONNECTION. 3TOR2 AUTO SPRINKLER CONNECTION SET ® WIT ABOVE GRADE. OUTLET TO BE PROTECTED GALV. SCH. 40 PIPE W1IH ALOCNNG 6TOR2 CAP. FLAN[iEaTXRFAO KNOX COMPANY 30- ELBOW WITH LOCKING GP:PARra5042 r NINE OF GRADE GALV. RISER FNTINGS ANDGROOV®COUPLING ALL WRAPPED WITH IML UNDERGROUND WRAP. DUCTILE IRON 4 UWRUA GE GALV 6CK4CPIPE ANDGPRO RISER TRIADS 1..W ROWED LOURING ALLWDERGR UNDIMMIL. UNDERGROUND WRAP, cxAoe THRUST BLOCK LNEOFGM3E 4'k1'MECHANIGALTEE WI11VY BNSHINGTD for DNL DNP GRODVEDW-ELBON 3.0-X O UIN BUMP W/1-112-ROCK FIRE DEPARTMENT CONNECTION DETAIL NOT TO SCALE Ck al 6 N �S�SrS_•i. WS��-WSJ SIZE BY STRUCTURAL ENGINEER NOTES: 1. CONCRETE FOUNDATION (4,000 PSI MIN.) FOR TRENCH DUN SHALL BE PER STRUCTURAL ENGINEERING DESIGN. 2. LOADING DOCK TRENCH DUN IS ZURN Z886-ND-TICS WITH HEAVY DUTY FRAMES. SLOTTED DUCTILE IRON GRATES (CUSS C) 3, DRNEWAY TRENCH DRAIN IS ZORN ZB86-FGF WITH 20" LONG GRATES SECURED WITH TWO LOCKING DEVICES. 4. TRENCH DUN GRATING AND COVERS SHALL BE BY DRAIN MANUFACTURER AND RATED FOR HEAVY DUN (TRACTOR-TRALER) TRAFFIC LOADS. TRENCH DRAIN SCALE: NTS �.� 2'-0" MIN. CLEARANCE TO ANY PORTION OF FROP-T THIS DETAIL IS FOR INCLUDING ELBOWS STORM USE ONLY ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH BASIN IS FILLED WITH WATER (II 2'-0" MIN. ANGLE AS NECESSARY / ELBOW RESTRICTOR, (SEE DETAIL PG. 2) PLAN NTS FRAME W/ SOLID LOCKABLE COVER, MARKED "DRAIN", E C 16" MAX. (SEE STD. DETAIL 5-04) 2) BA FOR INLET, z AIL m� H cr=DESIGN W.S.o G SHEAR GATE W/ PIPE SUPPORT CONTROL ROD FOR (SEE PG. 2 NOTE 6) CLEANOUT/DRAIN (SEE 1 DETAIL PAGE 2) ,J OUTLET INLET L B A o iV JE o THE FOLLOWING INFORMATION MUST BE PROVIDED ON PLANS: ELEVATIONS: A BCE F G NE n��rgi� DIMENSIONS: H I J F RESTRICTOR CAP W/ ORIFICE DIA. TO BE HANDHOLDS, STEPS, SPECIFIED (NOT NEEDED IF OR LADDER RUNGS FOR SPILL CONTROL ONLY) SECTION A (SEE PG. 2 NOTE 5) +3' ORIFICE NTT PAGE 1 OF 2 0 1' ��_ �.� 'ROVED BY CI UNE : DATE: A'YSTRPlIi I FLOW RESTRICTOR THRU 10i'j'� 2.75" (6 PLACES) j--- 0� F 11,I,I,1® �� DRILL FOR 7/16-14 .50" UNC 2AX 2Y4p' HEX .50" HEAD CAP SCR W/ FLANGE SOCKET, ESNA LOCK NUT, OR SEE DETAIL THIS APPROVED EQUIVALENT SHEET SHEAR GATE NTS MFERENCE LENGTH OF LNG SHALL BE SIZED 100 YR. FLOW OVERFLOW W.S. 1)f6" x 1Y2" 11.85" DP SOCKET o10.34"Q DRILL FOR & MAC SLR & ESNA NUT 8.63" .50" O 4 DRILL THRU SCHSCH 80 N FOR 734 ' CAP VAN STONE FLANGE SCR SOCKET & GASKET FLANGE SOCKET NTS ELBOW, SIVE TO Mid STEEL 1,%CAP AFFIXED GC ADHESIVE C. RY INLET AR' 6" MAX. / PO r0WWE- ORIFICE BE NOTES: THIS DETAIL 1. USE A MINIMUM OF W DIA. TYPE 2 CATCH BASIN. IS FOR STORN 2 OUTLET CAPACITY SHA'-L BE 100-YR. DEVELOPED PEAK FLOW. USE ONLY 3. RESTRICTOR TO BE MADE WITH NON-GASKETED PVC, SDR-35. 4. FLOW RESTRICTOR TO BE CONNECTED TO OUTLET PIPE WITH GASKETED CONNECTION OR ROMAC COUPLER. 5. BASIN LID FRAME AND LADDER RUNGS OR STEPS ARE OFFSET SO THAT: A. RESTRICTOR IS VISIBLE FROM TOP. B. ACCESS SPACE 15 CLEAR OF RISER AND RESTRICTOR. C. COVER FRAME IS CLEAR OF CURB. 6. PROVIDE AT LEAST TWO 3"xO.090 GAUGE TYPE 304 STAINLESS STEEL SUPPORT BRACKET EPDXY ANCHORED 2" INTO CONCRETE WALL WITH MAX. 3' VERTICAL SPACING. 7 LOCATE ELBOW RESTRICTOR AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. PIPE SIZES AND SLOPE PER PLAN. SHOW ALLOWABLE DISCHARGE "Q" PAGE 2 OF 2 VED BY CJPejENGINEER./I DATE: A`C'&AX:w% FLOW RESTRICTOR J Y Q a D_ W J Q O (1) U � z F z Z a Z L F O CO - U N ELEV=4&6 47.71 _ 003' P $QI ELEV=46:R 46.02 NOTCH Wei = N Uz LO J JW�Oo A--440- as n Z OODD CO)B"M 43.77 C-5106,51.o5 .tC 1\ W 0) Ln N F41.72 00 N Q Q O O-WA OJ3pH H"4W 47.71 Z HNIA -1a-►icH Z EE Z w ir IL Z Q U UU W r � 0 0 o u $ S U F� for c C 0 t LI C a C W dM 3 am�i 10 c NO �L3iL ��GG i C n « ry 10 0 N m U � Y AS -BUILT PROJECT REF: FAC21-0021 19 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN IS EjJjj NEERI G RE MENTS. I N �1J On behalf of o DEV. REVIEW ENGINEER:__ ___ Shannon Howard z 0 �IDATE APPROVED:_9Bzazz ____________________ N CONSTRUCTION DETAILS WE SECTION ISOMETRIC VIEW RLTLR Peak & DRVN PEAK am aIYMN FOR CIMnY. MCI if NOTES. 1 LOU CONFIGURATION SHOWN, MIRROR RIGHT CONFIGURATION OF INLET AND OEITIET CHAMBER AVAItPB@ 2. CONTACT OLDCASI E INFRASTRUCTURE FOR ENGINEERING ASSISTANCE AND DUAL DRAWINGS. 3. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913. US PE ° BioPodT" Biofilter 00dcdtleUrtrastruoture ° Underground Vault with Internal Bypass BPIr c ^ W B ° PPB ,/B/ Q SHE OF 2 482 ,&O a CU' ACC65 HATCH 4CENV% As WIDSCUPE AREA AS REQUIRED IMCBEE e.aD' ACCESS HATCH 24 WrM PUT i \� /CCESB HATCH FEW POUTED GUTTER E s®WWP \ Load. MPRMM M OTHERS %J I&.0011M.W PIb➢RN! SURFACEry AA HATCH TYPICAL INSTALLATION Swe 1/2 p` I Iva A: CONCRETE TOP s1M xE 'e mm MET Mm aao' RICRIkHI' ICpRpIR RICK MT111 ice'" 1�'\ {EMMATED FLODR i CHAMBEvnou WNFAEIE BASE SECT NMI S� AI.µEERCR SLOTED �.\ "\ ••�i ` PIPE \ i WREF LV/BNA55 WDR i" UNDMDPxx psrL \'- \I: � SP4E LOGTpX ISOMETRIC VIEW RUN L4MR & MWx REACH xm SHOWN FOR CWnV, NOTES: 1. RIGHT CONFIGURATION SHOWN, MIRROR LEFT CONFIGURATION OF INLET RACK AND BYPASS WEIR IS AVAILABLE TO ACCOMMODATE OTHER OUTLET PIPE LOCATIONS. 2. STANDARD UNITS CAN ACCOMMODATE UP TO A 15 INCH DIAMETER RCP OEIRET PIPE. 3. SEPARATE BYPASS STRUCTURE IS REQUIRED IF PEAK FLOW RATE IXCEEDS 2.0 CBS INTERNAL BYPASS CAPACITY. 4. DIAMOND PLATE ACCESS HATCH STANDARD, SLIP RESISTANT OPTION AVAILABLE. 5. CONTACT OLDCASTLE INFRASTRUCTURE'" FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 6. CONCRETE COMPONENTS SHALL BE M4NUFACURED IN ACCORDANCE WITH ASTM CB90 & C913. US Patents Pending • BioPodTM Biofilter 0 Okloaaft infrastructure ° Surface ,memI W �,,.IKITn TEDIII �N 'Is;A3 Side Inlet &Internal Bypass BPa1asl �o °wD"' pe® Ixe ,/B/2DmnLHEnm, soF 2 DY° ouni $law Elfliftat rmHLTE PA nuTM— I awN EwN v aEF. flaw PLAN VIEW mP s a Nor vwrm N me; vis mR aearri rsa�x M-1 wuHWMm. r uwlM. made aOA11 ° SECTION A -A VAULTSQEI VAULT PC= INT' TREATMENTPLOW (ID) (OD) GAPACIIY(GPWCPS) MODEL IS GPWSF 1A GPMW A DIM BRIM CGIM AI IBM aWN NIAGULI (MMATP) Ri 11 BPU801B 1 8' 1 4 1 IS 1 T 1 % 15701O 0 BLBIOICC 136910M5 BPU U1218 1 0 1 12 1 2 I IY 1 13 1 121610ITT SPW0161S 1 8' 1 16 1 T 1 8 1 1T I 1n.8103115 1 iWU8633 n PIP RXIM UND�N PIPE SITE SPECIFIC DATA swmml0I wool Ab3615m 6 %8 aMmnn M1.nar Meml SE PUN ER (dal 0.094 Peaak IRaPo 1da11 Talk ) 0.8172 Wm E6vdMn SE E PLAN PIP JIM PR IuaIOi MM sve RPa Type E¢2 mkt HEP a6P EE N NMd AiPrcval for easrc, memoaa & PNo¢pnorue asr.UI=Nmmiasu v,. ba. don.^NJCATV.6� n& NJ oEP c.nhwoUS Patents Pending ° BioPodTM Biofilter Underground Vault with Internal 8 ass ewnmebm YP 001densdetrlhastructure ��BPU-IB rorKpG EO -0i69 1N3/9/20 SHEET 2 OF 2 NOTE: ACCESS HATCH TO HAVE HINGE AND LIFT MECHANISM. MWN360. Aelxss IMp— A1 4- 1 P4.M' PVC SL011m ' UNDMUN PNc EEW KMW CURB tak 2Jw 483 6.%'�CRMOPAIFDt 24oe CURB5 T r 4M' gER1WYA 6w PLAN VIEW SECTION A -A MODEL VAULT SUE' (ID) VAULT FOOTPRINT TREATMENT FLOW CAPACTINRIPMECFS) A DIM BDIN Al DIM B101M 1.6GPM F (WA 01 1AGPM F (NJCATE) BPS461B S1 d' 6' 5' 7' 33410.074 37.610.084 91 BPS-0121BSI 4' iT 5' 13' 71 B 10160 W7101� BPSS61B S1 6' 6' T ]' U610.117 59.1I0.132 EPSOMS1 6' 8' ]' 9' 71810.160 SO 71G1 BPM121BZI 6 12' ]' 13' 110210245 1239102I6 BPS8121BS1 8' 12' 9' 13' 148510331 1670103i2 BPSB181BSI 8' 16' 9' 17' MEOW OW 224710601 —10.W'KN.EO' =M HATCH —CMFr MY/SPASS WEIR —MMEFmRAM OMRCE A —0Ui PIPE LOMTION 9PQwS HT CCMWR RPGK 'MIX Pp60Alm reask OPENIM TO LRILTM G WR �nYPA$ MEP/WILET MY rAl Dlmensione are nominal, ID=lni EE Dimenxon. OD=amde Dlmenail 2 Trear meat HaaN worry at 16 gradi memasurnme area wand on an wA Em rna GaD Approval for BE Enhani&PnoaQhorua Tonim eMfloor Expo s, 18 apai media amMP area based on an NJCAT VeriSnWn& NJ DEP Cemareeon US Patents Pe • BioPodTol Biofilter 01uca0einkastn,cue • Aarf C PPE UNAMOI OPTIONS mmm mna Surface: ago M^m�°^I an Side Inlet & Internal Bypass °"Bas=1B sI SIZE SPECIFIC DATA Saxtre ID WE 4 Maedel SMe 4X6 OPreaBM(LeRar Rght) S E PUN TrMHment P1M Has (Ells) 10.0504 Peak Flax Rah (2 cis marl 0.4263 Rim Elei Pipe Dana R ImVR Pipe Sze ffE'PEE RP TM EPva6on' O tlN SEEP N Inren Eam ie35' EWx Nm Eradon Notes. SHEET 2 OF 2 SIIESPECIRCOATA struh,re10 WO 2 M le 4 %6 amaeon(LEE a Rgm SE PLAN Treemem Rma ReA(ofe) 0.042 PmkFMRae (ck) Wm Ehamn SE PUN PIP Eeh P'PaI�nn Pp Siu Plat EMratem ll Ink I §UE FEW I awl I §EE PLAN IT. NEE SIf SMIFICMTA sai ID mW l a Orlxreaon(Left a RghOmotnemRaxReh(Ela)Peak XSEPLAN Flow Rae(da)Rim Pntica Pq Eah Pip�a PCe S Name�Iim ANNE affieNt Inlet EE P Wi am I §EE PLAN I Now a J Y Q Q E— EL W J Q O U � F Z z KZ O 00 N L= r ItLO W J .j JW�op W N 00 CV Q Q O J LO r Q Fz Z cc Z FL F. H W ir L.LT Z NZ Q UU F8 W W r M W al $ u S V C fA C C J L � La c OUT a C W CN 01 M 3 0 - 10 C ND f0 0 N In :) AS -BUILT PROJECT REF: FAC21-0021 19 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN IS EjJ NEERI G RE MENTS. P O N �1J On behalf of DEV. REVIEW ENGINEER: ___ Shannon Howard z DATE APPROVED:_9B2azz ____________________ N F;I TESC PLAN AND EXISTING SITE CONDITIONS m D (PER GOA STD DTL E $irEASEMENT v A. yI ICLIARINGu LOGANDALE ttttac c c c c c c cbp c c c q C c :WATER DISTRICT c c c c c c c c c c cW + — \-101! OF SLOPE •". ":'. .:: �.+". S // rlll LEAKING UMffS —+ - EX. 2" POLY II C 1I BUILDING LINE 1. WATERLINE Illl ly'Ti'I SILT FENCE I TEMPORARY GMONG/WNSIKU611UN F WLNT 4 I IIII II REC. No. 202107220D1510 TOE OF SLOPE • ` {jj{'' It ill PROTECT EXISTING 1PRELOAD ELEV=53.50 1LINE TO LH WATER 20' SEWER EASEMENT 'I'I II .. 'LINE TO SOUTH. REC. NO 20211004001168 ,j� // S DEjAOLITION PLAN. rc EXISTING WELL, j / r WELL HOUSE, AND POWER �� / I I PROPOSED �� •••?_ 3 a SERVICE (TO REMAIN) e iiii �` \li TO POF B AND MAINTAINTt-8C'. POND •! -i_ i / ��ii /`II TOP OF ERM=51.0 SLOPE PAD TO SOUTH /'1i II MAX W.S: 50.0 ,•.� . ,. /iiii/ ii ii ii STATIC W.S.=46.5 / II II BOTTOM ELEV=45.0 •"•:' - o �S" / I' AREA PROVIDED AT ELEV LOW CONTROL SF c POND IS DESIGNED FOR FLAW CONTROL '`"' PROIE FOIXLEI AND SEDIMENTATION CONTROL 5' --------------- T 7 NSPECT AND MANTAN TEMPOFu1R1' /� sEE SOIL 'Y DRCH WIROCK CHECK DAMS I ' �'-- ----- ------------------------------------------------------ ------------------------- -STABILIZATION___ ____ __ - — NOTE /s FOR LMTS OF CLEAfit'i(i " i. __ ___ ________________________________________________ _--___ _. OVERALL SITE 8 l 1/ E, / / `m II i i _.�--u'. __ ___________--------------_-__ _ �_,� __ ____________ 4&___________________-_________---__ _-_ - STPBNZARON II "l II / / ___ --------- -- -_ 1I NSPECT ANDMANTAIN 1 _ ___ __ _________ __y�__________________---___--_ j ____ ___________________ Lr ll III .ELT FENCE .811' II ////--�/ 1 1 PER COA STD DTL E-02 y II I' " Ir I 11111 _ _-_ _ __ __ _ _ _ IIIiI t o i i / ''• �- )F- III li .r\ � � II _ I / / _• I \\ /\` ems= _ '13 SD SD AND MAINTAIN TEMPORARY 1 I TEMPORARY N' DITCH W/_ ROCK CHECK DAMS I I ® I I SD SD SD jB SO o F i z I Q p W `❑�Y� ��" ill � I" ;•.µIII.,,. ,� z a vAN E)IIHING RAMP AND CURB TO BE DEMOLISHED. SEE ROAD PLANE '--.I I sD © FOR NEW WORK DO h I I� W II c I I g Q 1u.n IL _� , 1 I1 ,• � s U $ co 0 _-- FLOWNNE I IE=51.0 W iiii l I 0 �W I I Ills i 0 11=II II I VD I INSPECT AND MAINTAIN s 11 Q a (V TEMPORARY V DITCH W/ ROCK CHECK DAMS II fill s� J O -�ilill-p, J LLI lIO 'ii i0i TOES t O (� y I' EX. DRCH Ij(I +-• ZOD is illiil I 9 I 0 N 0) N l- IIII l illll INSPECT AND MANTAN i i l l i i Q J� O_ INLET PROTECTION Q H Z ON EX. CATCH BASINS (TYP.) IIII O Z Ir Z CL (PER COA STANDARD DETAIL E-03) li ftft ZWjz lill If Ns s Of Q W U 0 III /1 /1F� W l SDMH T E II 4a• 3 III 111 RIM=48.84 T 1 1 1 18" PVC I E S-43 T 18" PVC I E NW-4 N IL FLOWIJNE TEMP 12" i SD O o- �,---tyflM3• P(OH) DECT AND MAINTAIN rALL N.ET PROTECTION — EX. CATCH BASINS (TYP.) i GOA STANDARD DETAIL E-03) 1 —L— Kp/ // \ INSPECT AND MANrm 0 OE Of r ORCH EXISHNG DITCH PAD Oj!W/RPRAP 9 JB950 p �Q O �fJS OMq LTEEWGsy4. REC NOA208120300F se9'17'47'E 11.0( 09 OB 2022 717 R 8 x 11. dl ql +y'I o Ell 6 S " N89'17'47V - D P 30.01, tj E u A.5' Rv'1 iel1l -. SW=43.25 e L — 47MI 1 N=43.51' M 7 11 -SSW=43.4 L 74 N C d C W c o y v r7T C Q n E-02) Lgmj yC1 >Q w L AnL> G E O � � C M) a'F fy/O d AS -BUILT Know what's below. 0 15' 30' 60' n Call before you dig. scat® PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S G NEER G RE MENTS. On behalf of 2 NGINEER: __ N o DEV. REVIEW E_ Shannon Howard E {( S N DATE APPROVED: 9 BB n022 TESC NOTES AND DETAILS 48" MINIMUM DIAMETER CMP STANDPIPE MIN. TOP BERM 1" DIA TYP., 40 HOLES MIN. ® 10" O.C. EL = 51.0 PERFORATIONS SHALL BE LOCATED WITHIN EL. 50.50 THE UMITS OF THE GRAVEL CONE EL. 50.00 NOTCH WIDTH = 0.035' NOTCH HEIGHT = 1.3' 18' RISER 10 YR W.S. EL=49 77' WATER TIGHT SEAL" o"]` ?! 1 1/2" WASHED ROCK ` GRAL CONE ` o - "Q" ALLOWABLE ~ 0.3541 CPS �.. t .: ; ` : • : ". (10-YEAR) - - IE=46.5 _ _ 12°x12"x12" PVC TEE W/ � .. : ` .:•' :,•� . .,. `.�.� POND BOTTOM, EL=45.00.. RUBBER GASKET JOINTS 48" MIN CMP STAND PIPE OPEN TOP, CLOSED BOTTOM ENCASED IN CONCRETE. CLOSED BOTTOM _ COMPACTED DEPTH GRAVEL BASE W/ORIFICE=1.5° -� 'o .o e .e e e e ,`J$i� a0 oq� c7p a0op oq SEASONAL GROUND WATER III=III-III=III III=III=III=III=1 ELEV=44.75-46.5 CONCRETE BASE GRADING/EROSION DISCHARGE CONTROL STRUCTURE NOT TO SCALE (BASED ON CITY OF AUBURN STD DETAIL E-05) PER CITY OF AUBURN BMP C120, TABLE II-3-5 WET AREA SEED MIX. USE FOR ALL SITE AREAS KIND AND VARIETY OF SEED MIXTURE PERCENT BY WEIGHT MINIMUM PERCENT PURE SEED MINIMUM PERCENT GERMINATION TALL OR MEADOW FESCUE 60-70% 98% 90% SEASIDE/CREEPING BENTGRASS 10-15% 98% 85% MEADOW FOXTAIL 10-15% 90% am ALSIKE CLOVER 1-6% 98% 90% REDTOP BENTGRASS 1 1-6% 1 92% 85% APPUCATION RATE: HYDROSEED O 60 Les/AC, WITH 1,500 IBS/AC MULCH WITH 3% TACKIFIER 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 PLAITING 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 UMIT 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 AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. 3. USE COMPOST AND OTHER MATERIALS THAT MEET THE FOLLOWING ORGANIC CONTENT REQUIREMENTS: 3.1. THE ORGANIC CONTENT FOR PRE -APPROVED AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BMP T7.30: BIORETENTION, 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. 3.2. THE CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MELTING (A) ABOVE: OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT UNITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAG 173-350-220. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABUSHED. IMPLEMENTATION OPTIONS THE SOIL QUALITY DESIGN GUIDEUNES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 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. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLAITING. 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. 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. BMP T5.13 POST -CONSTRUCTION SOIL QUALITY AND DEPTH NOT TO SCALE 1.0' MIN. FLOW _I ' 1 KEY ROCK INTO SWALE MIN. 025' , ROCK CHECK DAM5 NOT TO SCALE 1' MIN. TEMPORARY "V" DITCH t�f NOT TO SCALE TEMPORARY V DITCH TO BE GRASS UNED TO 0.5' ABOVE THE WATER SURFACE TO PREVENT EROSION AND SEDIMENT TRANSPORTATION. REFER TO CITY OF AUBURN BMP C120 EMERGENCY OVERFLOW SPILLWAY NOT TO SCALE ALL RIP RAP PADS SHALL BE (6'+PIPE DIAMETER) WIDE X 8' (OR 4 X PIPE DIAMETER, WHICHEVER IS GREATER) LONG PAST PIPE OUTLET + UP TO V OVER CROWN X V DEEP, USING THE GRADATION SPECIFIED BELOW: SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH NOTE: ROCK SHALL BE 2"-4" MINUS QUARRY ROCK. OF BERM EL=51.0 TOP OF ROCK EL. 50.0 (OVERFLOW W.S.) RIP RAP SHALL BE IN ACCORDANCE WITH VOLUME V, TABLE 4.4 ROCK PROTECTION AT OUTFALLS IN THE 2005 DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING B INCH SQUARE SIEVE 100% PASSING 3 INCH SQUARE SIEVE 40-60% PASSING 3/4 INCH SQUARE SIEVE 0-10% FOP RAP SPECIFICATIONS COMPACTED EMERGENCY OVERFLOW SPILLWAY NOT TO SCALE 12' DEEP RIPRAP EMERGENCY OVERFLOW W.S. ELEV=50.3 OVERFLOW W.S. ELEV=50.0 PROJECT REF: FAC21-0021 z O Q �DO z J p W D Q z Q O 8 O z jr J g WO r ir Q O z $ 0W_ � r THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN 9S EER G RE MENTS. On behalf of DEV. REVIEW ENGINEER: _ Shannon Howard DATE APPROVED: 9 BB z022 ________ F 0 z = N H � Uz J JW�110 I W N 000 N Q Q O OJ�I- r�Qt`z H w I cr IfzNQ UU U W T o � o U . G e S 5 C C � C C W c y T7� 01 m C y Q m N — C Q 3 f;3��, LO O N y m U mY t 19 E N E z O CV N CV SITE/PAVING PLAN Jy ♦ �\ 0 SO SD _ SO SD SO SO ❑ SO SO SO W W YYVV d C C C C C C C C C C cm C C C C."-4" C C C C C C C C C C Ott C C 0 I 1 EMPURARY GRADING/CUNSIRUC110N EASEMENT REC. NO. 20210722001510 2 5.5. EASEMENT BUILDING 20' SEWER EASEMENT ' REC N0. 20211001001166 ' / FF=54.00 FIRE LANE MARKING NOTE: REFER TO FIRE TRUCK ACCESS PLAN C9.0 FOR FIRE LANE MARKING NOTES AND SPECIFICATIONS. s'. 9' 28' 1 336' 28' R=15' END CURB 1' CLEAR OF 1 N SEWER MANHOLE UD. m � 12 37.9' I (MANHOLE INSTALLATION BY OTHERS) Z... 6 a 2 27' 36' • . . 24' sy .,.r .. 4 g 7 7 g' 444 1 ZA' R=25.� e7777 R=15' m / eA s i( I Y Si 1 41 SURFACING KEYNOTES: 0CAST-IN-PUCE CONCRETE VERTICAL CURB PER DETAIL ON SHEET C1.0. CONCRETE SIDEWALK PER DETAIL ON SHEET CIA O5% MAX. LONGITUDINAL SLOPE 2% MAX CROSS SLOPE 8 LANDSCAPING, SEE LANDSCAPE PUNS 4 UGHF DUTY PAVING PER DETAIL ON SHEET C1.0 8 M014OUTHIC CONCRETE CURB 6 CONCRETE PAVING PER DETAIL ON SHEET CIA O7 CONCRETE DRIVE -UP RAMP PER ARCHRECTURAL/SFRUCTURAL PUNS SEE SHEET C4.0 FOR GRADES. B LOCK AND LOAD' RETAINING WALL (OR APPROVED EQUAL) WITH VEHICULAR AND PEDESTRIAN FALL PROTECTION. SEE WALL NOTES ON SHEET C4.0. OADA RAMP, SIM. `TYPE PARALLEL A' PER WSDOT STANDARD F-40.12-03. SEE SHEET G4.1 FOR GRADES. 10 ADA RAMP, SIM. 'TYPE SINGLE DIRECTION A' PER WSDOT STANDARD F-40.16-03. SEE SHEET C4.1 FOR GRADES 11 12' WIDE X 24' MAX HUGHF CONCRETE CURB WALL 12 TRASH ENCLOSURE PAVEMENT MARKING KEYNOTES cDWHITE PAINTED PARKING STALL STRIPING, TYP. SEE ARCHITECTURAL PUNS FOR REQUIREMENTS OADA PARKING AND ACCESS STALL SYMBOLS AND STRIPING, TYP. SEE ARCHITECTURAL PUNS FOR REOUIREMENTS COMPO SEE ARC ITEHICLE PARKING STALL CTURAL PUNS FOR RE�P�TMD MARKINGS, TYP. ®PEDESTRAN CROSSING PAVEMENT MARKINGS, TYP. SEE ARCHITECTURAL PUNS FOR REOUIREMENTS O 4' WIDE YELLOW PAINTED -NO PARKING" STRIPES, 2' O.C./ 45-DEGREE MOLE TT 5 ctD 10' E63' �ED CONCRETE ' ON PER DETAIL S. 287TH ST (PRIVATE ROADWAY) SEE SHEETS C7.0 h C7.1 FOR ROADWAY IMPROVEMENT REQUIREME GENERAL NOTES 1, DIMENSIONS ARE TO FACE OF CURB. EDGE OF PAVING, OR FACE OF BUILDING, UNLESS NOTED OTHERWISE. 2. UNLESS OTHERWISE NOTED, RADIUS FOR ISLAND AND PUNTER CURBS IS 4.5'. 3. ADJUST OR SET FRAMES OF PROPOSED UTILITY GRADES AND COVERS AS NECESSARY TO MATCH THE CROSS SLOPE OF THE PROPOSED FlNISH GRADE 4. DISTURBED AREAS THAT ME NOT OTHERWISE PAVED OR PERMANENTLY STABIUZED SHALL BE FINISH GRADED AS SOON AS POSSIBLE. THE SOIL IN THESE AREAS SHALL BE AMENDED PER BMP T5.13 OF VOLUME V OF THE SWAM AND STABILIZED WITH VEGETATIVE COVER PER THE UNDSCAPE PUNS. SEE NOTES ON SHEET C2.2 FOR BMP T5.13 REQUIREMENTS. I m 7J§W6�wyW9 oQ 3 TYP. I 9' 63, I W s a K j IL 'rt 3 V Z z Q EL W 9 itoll,�;I�t11-yl r .• qM V EL. IT 1 1 (IZ NZ PIN (r� k;A I I f 19 00 I m 0 U Q 1 g C DEVIATION DESCRIPTION:IA N c J L DEV22 SECTIONS 10.05.03 AND 10.05.05 OF THE 2021 COA ENGINEERING W C y -0012 LDESIGN STANDARDS (EDS), APPROVED 08/09/2022. Q L/;� C APPROVAL TO CONSTRUCT A DRIVEWAY APRON WITH WINGS WIDER Q �J o THAN THE DRIVEWAY THROAT, AND TO HAVE A DRIVEWAY THROAT Q M V m LESS THAN 40 FEET FROM THE STREET RIGHT OF WAY. ` N C Qr THE CnY ENGINEER WAS DETERMINED THAT THE APPUCANT HAS \ N , 3 SUFFICIENTLY DEMONSTRATED THAT THE PROPOSED DEVIATION WILL C ddd MEET OR EXCEED THE CORRESPONDING CITY STANDARD FOR Know what's below. Ep p cv OF THE CRITERIA IN SECnON 1.04.1 OF THE EDS AND TIHE REQUEST IS CONDMONALLY APPROVED. THE FOLLOWING COND NS Call before you dig. ggg MUST BE APPUED: AS -BUILT D 5® -THE FINAL DESIGN OF THE PEDESTRIAN REFUGE ISLAND FOR E REVISED DRIVEWAY SHALL BE REVIEWED AND APPROVED AS PART OF TH FAC21-0021 RENEW. SCALE: I"=30' -THE REMAINING 40 FOOT DISTANCE FROM THE STREET RIGHT OF WAY FROM THE LANDSCAPING CURB ON THE SITE THAT SHOWS THE !4 DRIVEWAY THROAT SHALL BE MARKED WITH PAINT AS SHOWN IN PROJECT REF: FAC21-0021 THE PUN SHEET PROVIDED WITH THE DEVIATION REQUEST. FINAL 19 li DESIGN OF THE PAINT MARKINGS SHALL BE REVIEWED AND APPROVED AS PART OF THE FAC21-0021 REVIEW. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. Fwcooi DEV. REVIEW ENGINEER:__;,zDATE APPROVED: N `l TO REL SHALL] ra POWER POLE os/ Q MO WATER TANK m NO POWE WALL REQUIRES SEPARATE METE GRADING PERMIT. SEE WALL NOTE NUMBER 2. 207 SEWER EASEM RED. N0. 20211OM1' ..,, TW=52. BW=46.30 "L um fTW-52.40 rBW=46.50 4 ,.MEN/. - �a-.o..___.,.=...r - �_____-..._ "Ilk / / Issl_ilw.•Ir_u�fL�wu__ai •.'•_' �1_uulWeawlel�wnrl7�ese•�uaw_Iwur_uum.es�l9Le•��m��9�J � � ®■I 7 I • .. _suua� ._x•o__�Hlror_ellu__i� � • !� � r r I f1Al. �� , ,�� , -, , ��'�� '�__0 �ii-ii`��0 0 '�%�� 0 � 0 0��..�r.�u�t. ��i�R.'E7��■� • ;1 I �I •�y`1F�. n I �Gry11PII1T» II TEMPORARY GRADING/OOK )3TRUCTON CASEMENT RI w � AON d - ■i eON ON MO �'r1 ..1lyayl Av' I,�LOCK AND LOAD WALL NOH SEE WALL NOTESON ON x MM 9 THIS + 1. ■I, SEE SHEET I. 1i ■FOR GRADING 6 '"nty�Yp� Ir II .,y4Q!pi o5II!SU5O 11 +._' ._ �, MMaail's�_.�soai�I�F4�7ii�...lo.�.c_..le a®sir_" LIEN III 0i 11 :. IIh R9RI�i6w®!.� sue' �9 NOR " h 1 �Il �IWEIGRAVEL ACCESS READ 0,72 \--DEPRESS CURB AT MQ �' N�,_ rM zrms 00 .. ks �Ii1.T•71 ' _v •bra' 1 On MM I x "AI� YR�4Y1l�I�tllllli7if R15�sCM 3■®�� o °i°I ►�"` �r ZEE NI.UM 5306 use mmmurAr■Ii., ea =goV=M=2MMffMi!k��1��>��IykJ rB Mesa IaW- 'rrl H E h 1 FJ9C•91.� R - e 't p IIIF I� i�...�. ,. =�Il�a .<4 ter_ �:�.Al Is� MEN. I Li IT ,1.�, ■I�IIGE®H ' 1 R'��ti`;Ii:�aYT�/ u" ", -. - _-R�.!�'A''iwm��Yi-'av�l''�i •ti:,era -�. I LGJGa -'_.__ - .cos .I s i Pry :...0 µ y4 - ---'�i=_._�" �.tl��rl1■■��9Er3 '-•�-�'-r��.,.l� ,• - - •M+sks�•1--- I j II �7 } a 1 . .. 1 ��. _�` I ` ...1. .,, .. .. - 3 m �e -----��------"--_:ae� "`�Z� - .. tea: 1t 1Y OF W IE=46.40' M ER PVC POWER 10' ROAD IP LIN EASEMENT 12" OF E IE=46.3T OWE PO HOTBOX 2' STUB 12° OF W IE=446' RCN 14J7534 PD ER SEE SHEET C4.1 FOR 's° 12" OF s IE=a47 U �� lo' Roao W PIPELINE Us GRADING DETAIL 1 - - - --= RED NO 147 e I Ttf 2°PC I 12" DI I m: WALL NOTES: GENERAL NOTES PROPOSED WALL IS DESIGN/BUILD BY THE CONTRACTOR (OR PER STRUCTURAL DRAWINGS) AND IS SHOWN CONCEPTUALLY. 1. SEE SHEET C0.2 FOR PROJECT NOTE REQUIREMENTS. 1.WALL DESIGN NEEDS TO BE SUBMITTED TO THE OWNER AND THE ENGINEER/CITY FOR RENEW AND APPROVAL 2. PROTECT AND MVMAN EROSION CONTROL FACILITIES WRING GRADING OPERATIONS. 2.WALL DESIGNS OVER 4-FEET HIGH MEASURED FROM THE BOTTOM OF THE FOOTING TO THE TOP OF THE WALL OR SURCHARGE REQUIRE A SEPARATE BUILDING PERMIT AND ENGINEERING DESIGN. 3. ADJUST OR SET THE FRAMES OF EXISTING AND PROPOSED UTILTIY GRATES AND COVERS PER CITY OF AUBURN STANDARD DTEAIL T-05. ADJUST OR SET AS NECESSARY TO MATCH THE CROSS SLOPE OF THE PROPOSED FINISH GRADE AND SUCH THAT NO 3.WALLS OVER 30-INCHES HIGH, WHERE TOP OF WALL IS ADJACENT TO PEDESTRIAN OR VEHICULAR PATHWAY(S), NEED TO INCLUDE PENDING OCCURS AROUND UTUIY GRATES AND COVERS. PEDESTRIAN AND/OR VEHICULAR FALL PROTECTION. THE FALL PROTECTION SHALL BE DESIGNED, PERMITTED, PROVIDED BY, AND INSTALLED BY CONTRACTOR. 4. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT, BOTTOM OF CURB, BUILDING FACE, OR FlAWMNE UNLESS NOTED OTHERWISE. 4. THE DIMENSIONS SHOWN ON THE PLAN ARE THE BASIS OF WALL PLACEMENT. DIMENSIONS ARE SHOWN TO THE FACE OF WALL AT 5. FILL MATERIAL, PROCEDURES, AND INSPECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THE THE EXPOSED GRADE. CONTRACTOR SHALL USE A CURRENT CAD FILE FROM BARGHAUSEN CONSULTING ENGINEERS, INC. TO STAKE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT BY TERRA ASSOCIATES DATED FEBRUARY 20, 2019 (T-8018). SEE SOIL THE FACE OF WALL LOCATION. REPORT NOTES ON SHEET 00.1. 5. THE TYPE OF WALL CHOSEN WILL DETERMINE THE WALL WIDTH, BATTER, AND IF GEOGRID IS NECESSARY. 6. DISTURBED AREAS THAT ARE NOT OTHERWISE PAVED OR PERMANENTLY STAMUZED SHALL BE FINISH GRADED AS SOON AS POSSIBLE. THE SOIL IN THESE AREAS SHALL BE AMENDED PER BMP T5.13 OF VOLUME V OF THE SWMM AND STABILIZED WITH 6. THE WALL HEIGHT SHOWN ON THE PLANS IS AN ESTMATF_D MAXIMUM HEIGHT. TOP OF WALL ELEVATIONS PROVIDED ARE TO THE VEGETATIVE COVER PER THE LANDSCAPE PUNS. SEE NOTES ON SHEET C2.2 FOR BMP T5.13 REQUIREMENTS. TOP OF EXPOSED FACE OF WALL, NOT INCLUDING ANY PEDESTRIAN OR VEHICULAR HARRIER IF NECESSARY. BOTTOM OF WALL ELEVATIONS PROVIDED ARE TO THE BOTTOM OF THE EXPOSED FACE OF WALL (AND NOT TO WALL FOOTING). THE WALL ELEVATIONS PROVIDED ON THE PUNS ARE PROVIDED AT UNIFORM LOCATIONS AND DO NOT NECESSARILY REPRESENT ALL OF THE WALL ELEVATION CHANGES. WALL PROFILES ARE REQUIRED TO BE PART OF THE DESIGN/WILD OR STRUCTURAL DESIGN PLANS. WALL PROFILES MAY RESULT IN HIGHER OVERALL WALL HEIGHTS. 7.000RDINATON BETWEEN WALL DESIGN AND THE CONSTRUCTION DRAWINGS NEEDS TO OCCUR PRIOR TO CONSTRUCTION TO CONFIRM WALL LOCATION IN PLAN VIEW, DRAINAGE REQUIREMENTS, ETC. 1' RIGHT OF WAY DEDICATOR NN�j 8 M NO. 20211004001169 N o N - 18' GNP CULV I.E. 5=43.36' L" W/CAGE 18° CMP CULV 11, 43 49 W/CAGE or 24 CNC CULV E S 427fi -18° CMP CULV SE 4358 x: 24" CNC CULV N 4296 �SDMH TYPE II 49 RIM 4684 18" PIC I E S-43 53' 18" PVC I NW=4345' `POWER POLE W/TRANSFORMER FIND REBAR/CAP PLS 47546 ' (AUGUST 2018) 11' RIGHT OF WAY DEDICATION RED NO 20211004001170 POWER POLE W/UG WIRE DROP GUY ROLE -GUY ANCHOR BONH TYPE II 48" III I RIM-4726 ¢ I8" PVC I.E. SW=43.25' IS" PVC I.E. N=43.51' 12" PVC LE SSW=43.41' ON GAS VALVE (TYP.) I, N I = N F_ J .J Jw0LTo 0 0 >C4 0 _j �al=Z �1w� Z NZ Q UU U � w T I - o u � U Q 0 _ c N " SCEE W N 0 7 p T N L9 t- C Q OE In f 3 t C In « 5 Know what'sbelow. m 0 m Y A $ AS -BUILT Call before you dig. S 0 15® 0 REVISED SCALE: 1••=30' } gFg PROJECT REF: FAC21-002119 E F THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. N ._; DEW. REVIEW ENGINEER:--,,, uzs9z•00 z O O DATE APPROVED:___________ N GRADING DETAILS GRADING DETAIL 1 ° ', ° ° .. \ ° ° 47 ° ° a a _9. a ..auw :� o• av a 9 ay. am a n v e o a 6. _ 1 °o to-' 49-a----- b ° __ ------- r-- ° a -d 6 ayOdd57o I a a I ° a R. ,ea 0q i ° ° 67%1 ab 4 1 -057. ° d a Pcolo `° _ Pco Pco ProRI .cap P(OH) P(OH) — — S. 287TH SIT (PRIVATE ROADWAY) _ SEE SHEETS C7.0 & C7.1 FOR ROADWAY IMPROVEMENT REQUIREMENTS GRADING DETAIL 2 0 3 EV GRADING DETAIL 3 1•=10' .'41 LOCK AND LOAD SEE WALL Non i i i i OCK AND LOAD WALL SEE SEE WALL NOTES ON sNr ca.o s a c o z n J NNIN > Q I , 1 I I II� I f s9 N I I YIa I l -1.5 4 °14 I I �I I Ice v nu &12 g V 1 4 al 47.0 I I �I I to o wa J o r- 1 iC�l I I I.�Wi1a�� & N N b i .l 1 4 I v/Xyy �h] > N$ y to w n r W N i s I 1 I E nj I� � �II1 l � � i `I •$�' ^ � i I YI I v I a I i I�.j & aII 1 J a al I I� I II I i I I � 1.sml Y a 1 i II^ ' 00 I �a / i N I I m I� .,,� I�� 0 z z 9 III li IFL IC I I 1 I e.6 ill it �.� i_ alli a !,� Tw 6 �I H to z = N F— Z W 0 GO Z OD c� � N QQ J�0 QZz F- z NZQ W U U W T NO 90 47 ° All, d.5 I'• I I IIn YN 1 \ a' I C N I 7 Z 6 o► W e I `/I III c J LLI C m � a Know what's b@IOW. ^ m U m Y AS -BUILT Call before you dig. o D® b REVISED SCALE:1 gFg PROJECT REF: FAC21-002119 E F THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. N DEV. REVIEW ENGINEER:--,,L.uzuz.�; DATE APPROVED:___________ N V SITE CROSS SECTIONS ROPOSED GRADE O SECTION i 55 _ Y Z a O \ U J Q �1 cf) H 50 — so vfi U = � g _ 00 � � N F ,c TI V 3 S ~ £ 40 40 O h h �p p g O r OJ n N p p N M N b N p p N g N p p N p p N p p N p p N g N p p N ppppppppppppppppppy p N p N p N g N p N p N p N p N g N p N p N p N p N g N p N p N p N p v u'> v�i n n n `n in v�i a n a v`�i a v`�i v"'i ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n ri n n a s a = cq Lo am em am am «00 am am NGO am am s m U Z J Jw0Go Z OD co w 0) 1.0 A SITE SECTION A -A 0^0 N a a O 4' O J 1"=30' HORIZ, 1`=3' WK Q Z w �ZNZQ U UU w T e R 5 55 GU y IS/ N q 38950 p �Q / sit 50 / 50 09 0a 2022 L-- R 8 In 45 45 e � U Q OSED GRADE C' aaacc�� OmN p my OpY OIp� OpN O� p p p p Nyp Nyp Nyp Ng Nyp p Nyp p Nyg p aJ < 4+ 4r p^ p�p 4N <N <N <N <yj V�]y� NN NYl NN N�j NN NYI NN NN N 7 C c am xm 2+00 am {IOO am 6160 W � yC r7� C Q ch om SECTION B-B m H t 3 VSITE =30' HORIZ, 1"=5' VERT AS -BUILT 0 `n PROJECT REF: FAC21-0021 O LJ a THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN 9S GNEER G RE MENTS. On behalf of E N Know what's below. DEV. REVIEW ENGINEER: __ _ Shannon Howmcl z Cal before you dig. DATE APPROVED: 982M o N L J9 �119 61 4, ''A,4 'IT MAN SD SD 0 3D S SD SD 3 SD ❑ SD S S� 5rL - a . «.« «v YY FND REBAR CAf m « wWLS 37541 aaz C C C C C• C C C C C C -CH C C C C C C C etc C C C C C C C ___..._(AUGUST 2016 •••••.,. .• I11 .«n m - 9 ELI . , « { WATER TpI1yK T « ' I « I n 4" FOOTING DRAIN TEMPORARY GRADING CONSTRUCTION EASEMENIJ ..sm ,«,» / p "'4" FOOTING GRAIN.4514 {{{I PER DETAIL THIS SHEET REC. NO. 20210722001510 PROPOSED GRADE PER DETAIL THIS SHEET .-1..' N.44,19 SHED MAN« ...w . «.ei «n 'aUa - - AND. SFv4RON, pa(C4.3 m « , «.v - rew POWER « I AMENDED SOIL M POLE ( r,. POWE J. «.a . on , «n , «v . «.« .. :.+ .f Mv . s.ss 6• I 20' SEWER ESEMFNr :;I : BUILDING REC NO 20211004001168 , \, FF-54.00 �' - m 4" PERFORATED PVC PIPE . «n , «.m . \ III 7. .•.L: :•`• .m» , 1I�I I WASHEDED I/2"-3/4. .uw EDIT II I I •'"•� ,.» .w.w ''o-W4ie ° „we GRAVEL DRAINAGEIMGREGATE ,•`"' n ..ex ♦4\ - 47M . "" �" FOOTING DRAIN DETAIL „ «m «µ�» 47 .473 u « i N01 TO SCALE ,w7 .44 a I , a CIE=46-.M / E* Ij jj�H DRAM 56 LF 8" CROP SD O 1.00% 56 LF 8" CPEP 4576 SD O 1.00% « «» « 17 ZURN Z886-HD-DGC '«'«aa�2,.,.m 56 IF 8" CPEP SDxO 1.00% . C C C en SEE DETAIL SHEET C1.0 SDI 56 LF 8 CPEP SD O 1.00% TRENCH DRAM 4" FWT.INQ DRP1N Pas pti 3a26 ♦S2 047/ p5a� ':f� DS ZURN Z888-HD-OGC "3'BB PER DE'iP1Y. THIS SyF,E{x SEE DETAIL SHEET Clo 1 11 / LF 12"CiPEP SD O / ♦ W' PARCEL NO 352204 9047 I I ♦♦ AREA=w125,017 SG .n« l 111 II / 'LF C? .io.cr %.. 4F Oy Btie S @2 ,« I ♦� 'mom` 7 «m - a VAULT FOOTING DRAIN .«.« •'6'p ,« II Y . -958 428/ - PER STRUCTURAL I I a'I i ♦♦ ♦ O / 79 }F 8" CPEP SD O 1.51%» DA. I SD 5 8 IE-4589 e Emil «^° . «w . 143.6 1 1 ♦ a .81E=4636 •.m .wve ,1 I i I 1 n' - - .T1- ♦ `%I OR / 8 IEy1637 ♦ _»�. �96 •LJ'.A6 DEEP SD Om.41% 'w» I I uli i l 5 `A ♦ e e 1- SDC018 .. , R .• ' '47 • + n . °� ' PROPOSE STORM WATISi .mS I 11 0 m I 11 1 / + 12 IEy13 ]8 - DETENRON VAULT a IE=4631 - 0 1 s. .: 5D1 sss% 'v (PPoVATE) 4 ♦ ' s'403s» 030% I I 7 ZS T 1 ` .6,� f 1 ..) ';t SEE BHEET, C51 '.12 IE 4495 24 IE 43 ]2-. "♦ b II\ \\♦ ie♦ dl�.0° I I ♦ 4♦♦ 11 ,� 241 57 �' , n.a H 29 44 1 32 / TR@ICH DRA%i ,.W . '»40 0 03°° , S 1 ♦\ 1 ♦ / SO LF 72. C / 0 26 % / ' , LP 2 CP SD ZURN ZBBB-FGF SD - / - SEE DETAIL SHEET C7 0 v' I �r ♦J n.« •�� I C - - 1387 "4 . 3.39% 16�,xvs ° « xx.74P"i.m' � L nK nra 1. _ 4T! PEP .O PO 10 R P I _ __ __r _ _ ' - 1 11 ♦ an ♦♦ T I' T ♦_______'-_-a \__ LI T J X ♦ _5 R 6622 ILE I ♦ :_, 3% ,nm ___ _ wx 4138 12 PEP D @ 1i3§6P«TT#' CPEP SD S\ 188819 ,W93�X♦�n9• ♦ ________tl� -a` •. -. - _- - __-.a44a �IEL�-R PD / •'.-/ e 3% � Iltaaa I n 9 v t s4/ n.�� LF � PE► N 12' OF W IE-46.40' 12" OF E IE=46.37' 10' ROAD & PIPELINE REC NO STORM STRUCTURE TABLE CB 1 TYPE 2-48" W/STANDARD GRATE RIM IE==41 (1251.35 49:9M(1" N)4592 4E IE=9F (12" S)6592 CB#2, TYPE 2-48" W/STANDARD GRATE RIM = i1-11 51 02 IE=4564(12" N) 45.67 IE=45E1 (12" SW)45.59 IE=45.64 (12" E) 45.59 CB#3, TYPE 1, W/STANDARD GRATE RIM = 56.12 50.08 IE--*"&-(12" W)"95 IE=4600-(12" E)64.76 CB#4, TYPE 1, W/STANDARD GRATE RIM = §9:5& 50,50 IE=47e84-(12" W)47.45 CB#5, TYPE 1, W/STANDARD GRATE RIM - 4Q AA 49.79 IE=46:4' (12" E)46.17 IE-45.94 (8" W) 4589 IE-46..81- (12" N)45.84 M ER OWE PO Pit PO STORM STRUCTURE TABLE CB#6, TYPE 1, W/STANDARD GRATE RIM = 19.96-49,82 IE=47.80 8" S) 4778 IE=483714- E,W) CB#7, TYPE 1, W/BI-DIRECT. VANED GRATE RIM = i63' 4618 IE=Y3i8-(12" S) 4376 CB#8, TYPE 2-60" CONTROL STRUCTURE PER DETAIL SHEET C1.1 RIM = 51-.97- 51 05 IE=43AQ-(24" W) DS 77 IE 49.99 (18" E) 4377 CB#9, TYPE 1 W/BI-DIRECT. VANED GRATE RIM=i92549.09 IE-49 49 (12" NE) 46M CB#10, TYPE 1 W BI-DIRECT. VANED GRATE RIM = 4R IP 4845 IE-4552 (12" NW)4505 rri rsoioiio��.r�iaiiiiiiijrioioiiis..rri2��.��rr�ioiiir:iiii- (PRIVATE ROADWAY) ��` o wLTWAV N�'i,�iE> �WiFyy W jet IT�1 OI �wI1:5TY�l�i�r W .. . i 10 ROAD IP a"N MIA 1 �.♦.. act I III I I I I oa 2" I. E �i%^"°Ne Tr,MMMMI « STORM STRUCTURE TABLE CB#11, TYPE 1, W STANDARD GRATE RIM = i9-46 49.46 IE-4924 (8" E) 47.26 - IE=4846 (4" W) CB#12, TYPE 2-48" W/SOLID LOCKING COVER RIM = 46.55 4740 IE=43:52-(18" S) 4365 IE=44.110 (18" W)4355 IE=43.52-(18" N) 43.62 CB#13, TYPE 1 W/ VANED GRATE RIM =+739 4725 IE=4398- (12" S) 44.10 EX CB#1, TYPE 2 RIM =47,22 4734 IE=4d41-(18" SW)4339 IE=4 A,+4 (12"W)4338 IE=4&51-(18" N) 4355 E% CB#2, TYPE 2 RIM ai IS.R9 47.03 IE13.94 (18" S)43.59 IE=4353 (12" W) 6 42 80 43.62 E=4S4S(iPr" RL? 43 05 (24" N) STORM STRUCTURE TABLE EX CB#3, TYPE 2 = 4 RIM 4rH9 46.7 E=4P�) SDCO#1, ( RIM = 49.98 E=47.85 (8" N) IE=4735 (8` E) SDCO#2, RIM = 49.98 E=47 29 (8" W) F=47.29 (8" E) (8 IE=47.29 " N) IE=47.29 (8" S) SDCO#3, RIM = 49.98 IE=47.85 (8" HE IE=47.85 (8" W) SDCO#4, RIM = 49.98 IE=47.84 (8" N) IE=47.84 (8" E) STORM STRUCTURE TABLE SDCO#5, RIM = 49.98 IE=47.28 (8" E) IE=47.28 (8° W) IE=47.28 (8° N) IE=47.28 (8" S) SDCO#6, RIM = 4998 IE=47.84 (8" N) IE=47.84 (B" W) SDCO#7, RIM = 5320 IE=47.79 (8" N) IE=47.79 (8" E) SDCO#8, RIM = 53.69 IE=47.97 (8" N) IE=47.97 (8" W) WQ#1, 6'X8' INTERNAL BYPASS SEE DTL SHT C1.2 RIM = 59:34 5o 30 IE=44.69 12' W) 4437 IE=44E3(12" SE)4437 IE=4449-(12" N) "OR STORM STRUCTURE TABLE GENERAL NOTES -, 4'X6' INTERNBYPASS SEE DTL SHT TERAL 1. SEE SHEET CO.2 FOR LEGEND AND PROJECT NOTE REQUIREMENTS. SEE D RIM =-993} SOAI 2, PERIMETER DRAINS SI BE INSTALLED ALONG THE BUILDING FOOTINGS IN ALL NON -DOCK HIGH AREAS. CONNECT FOOTING DRAIN IE-4749 (8" N) 4765 TO STORM SYSTEIA AT CLEANOUTS ONLY. IE--.:..23 (8" S) "So 3. STORM DRAINAGE STRUCTURES AND PIPING IN ROX SHOWN ON THIS SHEET HAVE BEEN INCLUDED FOR REFERENCE. SEE SHEETS s a M S >s Z Ne p J Q «m . (� IL D_ I Q Ir V Z N Q I LLQ Q Do N 11' RIGHT OF WAY DEDICATION 8 N0. 20211DOM01169 N CD � M � cq 11.76 034%4336' WA VO 18' CMP CULV J Z w/CAGE 9' J W N 0 � 24 ONO CULV t Z 00 00 Co I E S=42 76' ^ W L y¢ � 18' CMP CULV � > N rc 1d I.E 5E=4 (V Q Q O W B n j CDC CUL CULV N=4296 ij O J ~ J ab w DMH TYPE II 48' ~ Q ~ Z J Q a RIM-46.84 18" PVC I S=4353' Z� Z CL ' i i j 18° WC E NW=43.45' D_ i- W ir wJ POWER FOUR W/TRANSFORMER Q W U •1I1W /L y VM w END REBAR/CAP W 3 PER 47546 .re « Law (AUGUST 2018) T T 11' RIGHT OF WAY DEDICATI C REC. NO 2021100001170 Q PEDESTRIAN EASEMENT REC NO 20181203000824 'pmi�pf WASy�B VAULT FOOTING« f TIE-IN DOWNSTREAM OF CB#8 = q 38950 p �� POWER � �ff'f W/UGWIRE DROP OMq LTE ENO'♦�� GUY POLE R AL GUY ANCHOR 02 22 2024 47 I I SDMH TYPE II 48" 9 00 } 47 RIM 4726 18' WC I.E. SW-43.25' c i 18" WEI.E.N 43.51 o u a 12" PVC I E SSW=4341' e u a' 4a4fl47 44" CAS VALVE (IYP.) V II w N L; 0 I i$ W N I« � w a s WQ#3, 4'%B' INTERNAL BYPASS C7.0, C7.1, AND C7.2 FOR R.O.W. IMPROVEMENT REQUIREMENTS. I C N SEE DTL SHT C1.2 II TER VALVE (TYP) W C Q RIM = 3824 5o19 4, TYPE 1 CATCH BASINS ARE WSDOT CATCH BASINS -TYPE 1 PER WSDOT STANDARD B-5.20-03. I -'^�° 'N,IIIIp1T 171 IE=4596 (12" S) 4537 IH� oecc� IE=4N Is (12" N) g502 5. TYPE 2 CATCH ��3 TCH BASINS ARE WSDOT STORM DRAIN MANHOLE -TYPE 2 PER WSDOT STANDARD B-15.40-01. CROSSING NOTES N C Q C � WQ#4, 4'%6' BIOPOD SURFACE 6. "STANDARD GRATE", WHERE NOTED ON THE PUNS, SHALL BE RECTANGUW2 HERRINGBONE GRATE PER WSDOT STANDARD Oj UTILITY CROSSING ` C IA a.F SEE DTL SHT C1.2 B-30.50-03 FGri FVWSI RR 04 to 0 N RIM =i7B9 46 % DO . OFFF�112"" �STEORM= 48.25 m U m Y ♦f IE=i356 (12" E) 43.66 7. "BI-DIRECT VANED GRATE", WHERE NOTED ON THE PLANS, SHALL BE RECTANGULAR BI-DIRECTIONAL VANED GRATE PER WSDOT SEA A��B�I LT EA36614^SAS STANDARD B-30.40-03. .-A.V 0 15' 30' 60' 8. PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING GRADING OPERATIONS. 9yj 9. ADJUST OR SEE THE FRAMES OF EXISTNG AND PROPOSED UTUTY GRATES AND COVERS PER CITY OF AUBURN STANDARD DETAIL REVISED SCALE: 1"=30' } T-05. ADJUST OR SEE AS NECESSARY TO MATCH THE CROSS SLOPE OF THE PROPOSED FINISH GRADE AND SUCH THAT NO PENDING OCCURS AROUND UTILITY GRATES AND COVERS. Ep 240r; PROJECT REF: FAC21 -0021 10. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT, BOTTOM OF CURB, BUILDING FACE, OR Fl.OWUNE UNLESS NOTED OTHERWISE. 19 �'11. FILL MATERIAL, PROCEDURES, AND INSPECTIONS SNAIL BE IN ACCORDANCE WITHTHE REQUIREMENTS OUTLINED IN THE THESE PLANS ARE APPROVED FOR CONFORMANCE WITHGEOTECHNICAL REPORT PREPARED FOR THIS PROJECT BY TERRA ASSOCIATES DATED FEBRUARY 20, 2019 (T-8018). SEE SOIL THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. N REPORT NOTES ON SHEET CO.1. Know what's bBIOW. Cal before you dig. DEV- REVIEW ENGINEER:-- - 13AggogIm 51woo0.---- DATE APPROVED:----------- p N O STORM VAULT DETAIL SHEET NOTE A SEPARATE BUILDING PERMIT IS REQUIRED FOR THE DETENTION VAULT. i+W 2+00 3100 4+00 4+45 VAULT SECTION A -A T'-20' HORIZ, 1"-5' VERT H00 2 00 2+20 VAULT SECTION B-B 1"-20' HORIZ, 1'-5' VERT VAULT ACCESS COVER NOTES: 1. PROVIDE TRAFFIC RATED 5'X10' LOCKING, PERSONAL 2—DOOR SOLID ACCESS HATCH. 2. FRAME AND HATCH COVER SHALL BE DESIGNED FOR 150 PSF LIVE LOAD. 3. A SPRING —ASSISTED LIFT WITH HOLD —OPEN FEATURE TORSION BARS SHALL BE INSTALLED. AUTOMATIC HOLD —OPEN ARM WITH GRIP HANDLE RELEASE SHALL BE ADDED. 4. POLYPROPYLENE RUNGS OR LADDER SHALL BE INSTALLED EXTENDING FROM THE HATCH TO THE BOTTOM OF THE VAULT. 5. A UDDER —UP MECHANISM SHALL BE INSTALLED CENTERED OVER THE RUNGS OR UDDER BELOW THE HATCH. 6. ALL HARDWARE SHALL BE ZINC —COATED. Know C811what's before below. AS -BUILT you dig. REVISED �s1 5 i s W Y �W/� Q Q QI I O N N � 3 O N N = N H � LO J 3 .j JW0oo Z co W LO N 0000 N Q Q O 0 _j �Q�z ��wIT �ZN[Q UU W W T V n x x 0 10' 20' 40' SCALE: 1 "=20' mAnahk PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV. REVIEW ENGINEER:__;,._ uzzuzz:s._; DATE APPROVED:___________ N E IN 0 O a T ;2 a N / WATER LINK SHED PoWrn POWE 10 LF-4° D.I. FDC PIPING- 20' SEWFI2 EASEMENT REC. N0. 20211004001166 4.1 IINLITY CROSSING o FG ELEV=52.62� u BOT. OF 4' AND 8' WATER = 47.95 TOP OF 8' SEWER = 42.92 / SEPARATION = 5.03' UTILITY CROSSING FG ELEV=52.54 BOT. OF 4' AND 8' WATER = 47.57 TOP OF 8- SEWER m 40.87 SEPARATION = 6.7' C C 11{ 1F-4- D.I. FDC PIPING II 98 LF-4° D.I. FDC PIPING UTILITY CROSSING FG ELEV 51.90 TOP OF 4' AND 8- WATER 47.00 L BOT. OF 120 STORM = 4fl SEPARATION = 12" MIN. IO iLF CASING ON WATER AWN, CENTERED ON STORM / PIPE CROSSING, CASING PER COA STD DTL w-26 i UTILITY CROSSING FG ELEV=51.66 TOP OF 8' WATER = 47.03 03 El OF 12' STORM = 48.03 0 SEPARATION = 12" MIN. 70 LF-B' D.I. FIRE xSPRINKLER PIPING 1-12- TAPPING SLEEVe,4 E^k' W'a 1-8' GATE VALVE (FLxRJ) 106 LF 8' D.I. EXTENSI0NOA0 At PIPELINE 1-8' (Wl REC NO 1-8' AU PLUG 1-6- GV (FLxW) 3 LF 6' Of EXTENSION 1-FIRE HYDRANT ASSEMBLY 1-THRUST BLOCK MINIMUM 2' REQUIRED BETWEEN TAPS 55 Es 46 US WATER AND SEWER PLAN I- I,_,I®,ffl®_07 I I I I U I I I I I I I I I I. -_.I I I I I I I I I I I I I I I I I I I !._.I I I I I I I I I I� IVANf%///� I -SSMH PER FAC20-0016 -RIM=53.20 _ 50 5D SO 50 50 50 SO SD ST _IE=42.998-(-8I°�S)� �J�N kAl IN. �I--II I+ N .��-�� -� LL-IJ j Ic c c c c c c c c c c c c c c c c c c c c c c c c d o c c c c c c W 8' SEWER AWN IPER FAC20-0016 I TEMPORARY GRADING/CONSTRUCTION DISDAENT ' 20' PUBLIC SANITARY SEWER EASEMENT I FF-54.00 FIRE DCVA PER COA STD DTL W-25 (INSIDE BUILDING) 6 IF-8' D.I. FIRE SPRINKLER PIPING K - SANITARY SEWER SERVICE CONNECTION ,T AT STUB INSTALLED PER FAC20-0016 SEE SHEET C5.2 A - 6 END CURB P CLEAR OF SEWER MANHOLE LID. I SSMH PER FAC20-0016 (MANHOLE INSTALLATION BY RIM5396 52 66 OTHERS) •sD, g o5. I11286 (8- N) 4113 IF 12.87 (6° NE)4113 / IF Ilan (8' SW)4103 1 1 114 LF-8' D.I. FIRE ' SPRINKLER PIPING 81 UP 2-1/2' POLY e -FDC PER DETAIL DOMESTIC WATER PIPING ON SHEET CIA p �L �..," �"1 ® 20 LE CASING ON STORM. ® 20 LF CASING ON STORM, CENTERED ON STORM PE CENTERED ON STORM PIPE UTILITY CROSSING CROSSING. ENCASE STORMPICROSSING. ENCASE STORM FG ELEV=52.68 IN CDF (MIN 8' THICK) IN COF (MIN 8- THICK) BOT. OF 2-1/2' WATER 49.81 ® ® LNRITY CROSSING SO TOP OF 12' SrORM 48.81 15' WATER EASEMENT, TYP. FG ELEV=50.07 SC C SEPARATION = 12' MIN. I so- C C U U U41 TOP OF 8' WATER = ; 469 BOT. OF 12° STORM = 46.99 V' O SD SEPARATION = 12" MIN. r N SD SD �. MDR AR D( (FTp�Fy1--I" uaJ r I 2° SOW METER wS VALVE (FLRJ) J 2° SERVICE PER COA STD VALVE (FLxRJ) DETAIL W-14 W/RPBA PER )LACK ODA STD DETAIL W-22 1- IRRIGATION METER W/ 1' 2' DOMESTIC SERVICE PER CON STD DETAIL WATER CONNECTION W-13 W/ DCVA PER TO 120 MAIN LANDSCAPE PLANS MINIMUM 2' REQUIRED BETWEEN TAPS 1' IRRIGATION WATER CONNECTION i' PROPOSED BUILDING FF=54.00 TO 12' MAIN MINIMUM 2' REQUIRED BETWEEN TAPS PROPOSED FINISH GRAD Il LMLffY SECTION A -A 6' 1'=10' HORIZ, 1'=5' VERT -BUILDING FOOTING DEPTH AND DIMENSIONS ARE PER STRUCTURAL ENGINEERING PLANS (APPROX. SHOWN) -ZONE OF INFLUENCE (1:1) -8' SANITARY SEWER PIPE S. 28A (PRIVATE 12" OF W IE-44,6 ' 10' ROAD AttrF 12. OF 3 IE=44 7 RI I r r 1-12' TAPPING SLEEVE AND VALVE ASSEMBLY 1-8- GATE VALVE (FLxRJ) 54 LF 8' D.I. EXTENSION 1-8' (WxFL) 1-8' MJ PLUG 1-6- GV (FLxMJ) 1-12' TAPPING SLEEVE AND VALVE 3 LF 6' DI EXTENSION 7-8° GATE VALVE (FLxRJ) 1-FIRE HYDRANT ASSEMBLY 1-THRUST BLOCK 54 LE 6° D.I. EXTENSION 1-8° NJ PLUG 1-6° GV (FLxMJ) 3 LF 6° DI EXTENSION 1-FIRE HYDRANT ASSEMBLY 1-THRUST BLOCK 1-12' TAPPING SLEEVE AND VALVE ASSEMBLY 1-8' GATE VALVE (FLAU) 61 LF 8' D.I. EXTENSION 1-8° (MJI 1-80 MJ PLUG 1-6' GV (FLxMJ) 3 LF 60 DI EXTENSION 1-FIRE HYDRANT ASSEMBLY PER COA STD DTL W-07, TYP. 1-THRUSr BLOCK PER COA SID DTL W-07, TYP. F1 1-12' TAPPING SLEEVE AND VALVE 1-6- GATE VALVE (FLxRJ) 18 LF 6' D.I. EXTENSION 1-FIRE HYDRANT ASSEMBLY 1-THRUST BLOCK SD EASA EM W TYp. 11 11' UTILITYFG DOT. OF 8' WATER 44.86 TOP OF 12* STORM 47.86 SEPARATION m; 12' MIN. Awill h= - _50 'fr r- 9 • ..:, af GENERAL NOTES < $ 1. SEE SHEET CO.2 FOR FIRE SPRINKLER SYSTEM NOTE REQUIREMENTS. C 2. UTILITIES SHOWN HEREON GROUP CONFORM TO THE STATE OF E STN STANDARD DEPARTMENT OF HEALTH (DOH) 81 DESIGN STANDARDS FOR GROUP A PUBIJC WATER SYSTEMS, THE LSH DARD SPECIFICATIONS OF THE AMERICAN )V C WATER WORKS BING ASSOCIATION (AWWA), AND THE MOST RECENT PUBLISHED AND ADOPTED EDITION OF THE o UNIFORM PLUMBING CODE (UPC), UNLESS MODIFIED HEREIN. N 0 C 3. ALL VALVES, FITTINGS, AND OTHER APPURTENANCES OF WATER FACILITY CONSTRUCTION IS PER THE CRY OF C N Ex AUBURN'S CONSTRUCTION STANDARDSS (LATEST EDITION). 4. UNLESS NOTED OTHERWISE, ALL WATER PIPING SHALL BE SPECIAL CLASS 52 CEMENT LINED DUCTILE IRON C W o (D.I.)PIPE HAVING STANDARD ASPHALTIC COATING ON THE EXTERIOR AND CEMENT MORTAR LINING ON THE C Q INTERIOR. ch 5. WATER MAINS SHALL BE INSTALLED WITH NO LESS THAN 42-INCHES AND NO MORE THAN 72-INCHES OF t 3 ry�C1 a FINISHED COVER. In C sN 6. ALL TRENCHING, BACKF STREET PER CITY OF AUBURN REQUIREMENTS. to V m Y 0 AS_B now what's below. o s' 30' 6O. 3 CBII before you dig. ® y Dial 811 SCALE:'I"=30' PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AIJBILRMS G NEER G RE MENTS. On behalf of 8 N o DEV. REVIEW ENGINEER: __ _ Shannon Howard E {( S DATE APPROVED: 9 B n0zz N U4 Il LMLffY SECTION A -A 6' 1'=10' HORIZ, 1'=5' VERT -BUILDING FOOTING DEPTH AND DIMENSIONS ARE PER STRUCTURAL ENGINEERING PLANS (APPROX. SHOWN) -ZONE OF INFLUENCE (1:1) -8' SANITARY SEWER PIPE S. 28A (PRIVATE 12" OF W IE-44,6 ' 10' ROAD AttrF 12. OF 3 IE=44 7 RI I r r 1-12' TAPPING SLEEVE AND VALVE ASSEMBLY 1-8- GATE VALVE (FLxRJ) 54 LF 8' D.I. EXTENSION 1-8' (WxFL) 1-8' MJ PLUG 1-6- GV (FLxMJ) 1-12' TAPPING SLEEVE AND VALVE 3 LF 6' DI EXTENSION 7-8° GATE VALVE (FLxRJ) 1-FIRE HYDRANT ASSEMBLY 1-THRUST BLOCK 54 LE 6° D.I. EXTENSION 1-8° NJ PLUG 1-6° GV (FLxMJ) 3 LF 6° DI EXTENSION 1-FIRE HYDRANT ASSEMBLY 1-THRUST BLOCK 1-12' TAPPING SLEEVE AND VALVE ASSEMBLY 1-8' GATE VALVE (FLAU) 61 LF 8' D.I. EXTENSION 1-8° (MJI 1-80 MJ PLUG 1-6' GV (FLxMJ) 3 LF 60 DI EXTENSION 1-FIRE HYDRANT ASSEMBLY PER COA STD DTL W-07, TYP. 1-THRUSr BLOCK PER COA SID DTL W-07, TYP. F1 1-12' TAPPING SLEEVE AND VALVE 1-6- GATE VALVE (FLxRJ) 18 LF 6' D.I. EXTENSION 1-FIRE HYDRANT ASSEMBLY 1-THRUST BLOCK SD EASA EM W TYp. 11 11' UTILITYFG DOT. OF 8' WATER 44.86 TOP OF 12* STORM 47.86 SEPARATION m; 12' MIN. Awill h= - _50 'fr r- 9 • ..:, af GENERAL NOTES < $ 1. SEE SHEET CO.2 FOR FIRE SPRINKLER SYSTEM NOTE REQUIREMENTS. C 2. UTILITIES SHOWN HEREON GROUP CONFORM TO THE STATE OF E STN STANDARD DEPARTMENT OF HEALTH (DOH) 81 DESIGN STANDARDS FOR GROUP A PUBIJC WATER SYSTEMS, THE LSH DARD SPECIFICATIONS OF THE AMERICAN )V C WATER WORKS BING ASSOCIATION (AWWA), AND THE MOST RECENT PUBLISHED AND ADOPTED EDITION OF THE o UNIFORM PLUMBING CODE (UPC), UNLESS MODIFIED HEREIN. N 0 C 3. ALL VALVES, FITTINGS, AND OTHER APPURTENANCES OF WATER FACILITY CONSTRUCTION IS PER THE CRY OF C N Ex AUBURN'S CONSTRUCTION STANDARDSS (LATEST EDITION). 4. UNLESS NOTED OTHERWISE, ALL WATER PIPING SHALL BE SPECIAL CLASS 52 CEMENT LINED DUCTILE IRON C W o (D.I.)PIPE HAVING STANDARD ASPHALTIC COATING ON THE EXTERIOR AND CEMENT MORTAR LINING ON THE C Q INTERIOR. ch 5. WATER MAINS SHALL BE INSTALLED WITH NO LESS THAN 42-INCHES AND NO MORE THAN 72-INCHES OF t 3 ry�C1 a FINISHED COVER. In C sN 6. ALL TRENCHING, BACKF STREET PER CITY OF AUBURN REQUIREMENTS. to V m Y 0 AS_B now what's below. o s' 30' 6O. 3 CBII before you dig. ® y Dial 811 SCALE:'I"=30' PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AIJBILRMS G NEER G RE MENTS. On behalf of 8 N o DEV. REVIEW ENGINEER: __ _ Shannon Howard E {( S DATE APPROVED: 9 B n0zz N U4 SOUTH 287TH STREET IMPROVEMENT PLAN AND PROFILE MATCH EXISTING SOUTH 287TH SPREE R.O.W. IMPROVEMENTS WEST OF PRO, 12 Uh YV IL=4b.4U 12" DF E IE=46.37' 10' ROAD & PIPELINE EA REC NO. 1 II SOUTH 287TH STREET IMPROVEMENT PLAN 1"=Y0' BE FINALIZED PRIOR T(J BUILDING THE PROPOSED BUILDING. �0 'Z DF W IE= OF S IE= +a ma oo oc +m II II u r Zi EXISTING GRIDE AT CL (NO PROP tu UmANGL) PRO ED GRADE AT FL S T EXISflN 3 GRADE AT FL .CT so SOR�O k---- 1 1 1 N a 50% am ---` -0. 50% ..... mn jCB0 TYPE 1 RIM 49.09 = 46a4 C T 40 82 82 oa as 62 - ap S �r as 2 62 �r as 62 �n as 62 na as U nm ap 2 U -"� as w NtR as U mV aJs w 78 pa G w <p U' U U U U " (� 41 GENERAL NOTES: 1. SEE SHEET CO.2 FOR PROJECT NOTES AND REQUIREMENTS. 2. STATIONS AND OFFSEFS ON THIS SHEET REFERENCE THE SOUTH 287TH STREET CENTER LINE (CL). 3. MAINTAIN A 2Rf CROSS SLOPE BERVEEN THE PROPOSED MEET (SAWCUT) LINE AND GRADE AT THE FLOW LINE (FL). 4. ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINISH GRADE PER CITY OF AUBURN STANDARD T-05. 5. STATIONS AND OFFSETS TO PROPOSED STORM DRAIN UTILITY STRUCTURES ARE TO THE CENTER OF GRATE. THE CONTRACTOR SHALL ENSURE THAT THE FRAME AND GRATES OF NEW CATCH BASINS AUGN WITH THE FACE OF THE CURB PER WSDOT STANDARD F-10.16.00. THE CENTERLINE OF THE DRAINAGE STRUCTURE MAY DIFFER FROM THE CENTERLINE OF THE FRAME AND GRATE 6. TYPE 1 CATCH BASINS, WHERE NOTED, ARE WSDOT TYPE 1 CATCH BASIN PER WSDOT STANDARD B-5.20-03 WITH RECTANGULAR BI-DIRECTIONAL VANED GRATE PER WSDOT STANDARD B-30.40-03. 7. PIPE TRENCH BACKFILL AND RESTORATION PER CITY OF AUBURN STANDARDS T-01 AND T-02. B. TELECOMMUNICATION UTILITY INSTALLATION PER CITY OF AUBURN ENGINEERING DESIGN STANDARDS, CHAPTER 11. KEYNOTES: CONTRACTOR TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OOF EXISTING UTILITY PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. OSAWCLR PAVEMENT TO CLEAN, VERTICAL., UNYIELDING EDGE, AS NECESSARY TO CONSTRUCT REQUIRED R.O.W. IMPROVEMENT REMOVE EXISTING UTILITY POLE, POWER METER, AND JUNCTION BOX. OCONTRACTOR TO COORDINATE WITH PURVEYOR AND PROPOSED ILLUMINATION PLAN REQUIREMENTS. ORELOCATE EXISTING COMMUNICATION UTILITY TO HACK OF WALK. CONTRACTOR TO COORDINATE WITH PURVEYOR. OREMOVE EXISTING CATCH BASIN AND CAP EXISTING STORM DRAIN 5 PIPE. PROPOSED DRIVEWAY PER CITY OF AUBURN STANDARD DETAIL T-35. OSTATION AND OFFSET IS TO CENTER OF DRIVEWAY AT FLOW LINE (FL) SEE ENLARGED GRADING PLAN ON SHEET C4.1. W J LL W � p W Q Z �5a = Z kJ N � = Z 3 co > O — s = N F- J 3 .J JW0Go I 1.0 000W�N N Q Q O OJ�� Q H Z fL �Z�Q W ii UU W W T R di Y . fr > c a o C W c y r7� C v Q LD An IA ir+00 12+00 13M ` ,� A m U m Y A AS -BUILT Know w�be w. O 10' 20' 40' SOUTH 287TH STREET can before you dig. sG:AL® IMPROVEMENT PROFILE 1'=20' HORIZ. 1•=2' VERT PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S G NEER G RE MENTS. N NGINEER: __ On behalf of E DEV. REVIEW E_ Shannon Howard E O Q DATE APPROVED: BBB n022 N V SOUTH 287TH STREET IMPROVEMENT PLAN AND PROFILE z O F- Q z z O U O LIL U F- LU W 2 N W W fA W z J 2 U H Q SOUTH 2877H STREET IMPROVEMENT PLAN 1"=2o' C:? ■ ED O (— $ nn o $ $m o ■ INSEE TERSECTIONGPLAN ON SHEEr C7.3 GRADINGREQU REDETAILED REQUIREMENTS BEYOND PC STA. 18+20.84 _ zF z FW '^ N EXI (NO R GRADE AT CL PROPOSED CHANGE) ■ ■ ■ m U PROPOSED GRADE AT iL ■ ■ a 50 O LL — EXISTING GRkE E AT FL ■ ■ a II �w 51 05pg 0.50R - ■ ■ At ON L45 11 1 W ■ ■ z = U (— Q CEH#TO TYPE 1 W/BI-DIRECT. VANED GRATE STA=14+50.02, 16.16' LT RIM=4B:52 4845 IE-45,02 (12- NW) 45.a5 CBR13 TYPE 1 W/VANED GRATE STA=16+99.91, 16.16' RIM 4725 — LT ■ ■ ■ ■ ■ ■ ■ ■ ■ CBD7 TYPE 1, W/BI-DIRECT. VANED GRATE ST_18+38.88, 89.59' LT TM . IE=kN8-(12" S) 4376 � 12" S 4a to 4 � inn Eli!w� inn Mn c!n �J w� o^ �G? tE�wo2 w� w� �G? 22 62 aG' �� aG? w� wCi tiJ wJ ti� w� w� w� w� �G? SOUTH 287TH STREET IMPROVEMENT PROFILE 1'=20' HORIZ. 1"=2' VERT ']IGNAL AND REQUIREMENTS. 2. STATIONS AND OFFSETS ON THIS SHEET REFERENCE THE SOUTH 287TH STREET CENTER LINE (CL). 3. MAINTAIN A 2R+ CROSS SLOPE BETWEEN THE PROPOSED MEET (SAWCUT) LINE AND GRADE AT THE FLOW LINE (FL). 4. ADJUSTMENT OF NEW AND EXISTING UTILTfY STRUCTURES TO FINISH GRADE PER CITY OF AUBURN STANDARD T-05. 5. STATIONS AND OFFSETS TO PROPOSED STORM DRAIN UTILITY STRUCTURES ARE TO THE CENTER OF GRATE. THE CONTRACTOR SHALL ENSURE THAT THE FRAME AND GRATES OF NEW CATCH BASINS ALIGN WITH THE FACE OF THE CURB PER WSDOT STANDARD F-10.16.00. THE CENTERLINE OF THE DRAINAGE STRUCTURE MAY DIFFER FROM THE CENTERLINE OF THE FRAME AND GRATE 6. TYPE 1 CATCH BASINS, WHERE NOTED, ARE WSDOT TYPE 1 CATCH BASIN PER WSDOT STANDARD B-5.20-03 WITH RECTANGULAR BI-DIRECTIONAL VANED GRATE PER WSDOT STANDARD B-30.40-03. 7. PIPE TRENCH BACKFILL AND RESTORATION PER CITY OF AUBURN STANDARDS T-01 AND T-02. B. TELECOMMUNICATION UTILRY INSTALLATION PER CIfY OF AUBURN ENGINEERING DESIGN STANDARDS, CHAPTER 11. CONTRACTOR TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OOF EXISTING UTILITY PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. OSAWCLR EXISTING PAVEMENT TO CLEAN, VERTICAL, UNYIELDING EDGE, AS NECESSARY TO CONSTRUCT REQUIRED R.O.W. IMPROVEMENT REMOVE EXISTING UTLTY POLE AND APPURTENANCES. O CONTRACTOR TO COORDINATE WITH PURVEYOR AND PROPOSED ILLUMINATION PLAN REQUIREMENTS. ORELOCATE EXISTING COMMUNICATION UTILITY TO HACK OF WALK. CONTRACTOR TO COORDINATE WITH PURVEYOR. REMOVE EXISTING CATCH BASIN AND CONNECT PROPOSED STORM DRAIN S PIPE TO EXISTING STORM DRAIN PIPE. PIPE SIZE AND SLOPE TO MATCH EXISTING, REF. FAC#14-001. PIPE TRENCH AND BACKFILL PER CITY OF AUBURN STANDARD DETAIL T-01.4. PROPOSED DRIVEWAY PER CITY OF AUBURN STANDARD DETAIL T-35.1. OSTATION AND OFFSET IS TO CENTER OF DRIVEWAY AT FLOW UNE (FL) SEE ENLARGED GRADING PLAN ON SHEET C4.1. PROPOSED CURB RAMP O'TYPE PERPENDICULAR A' PER WSDOT F-40.15-04 SEE SHEET C7.3 FOR GRADING ENLARGEMENT STATION & OFFSET IS TO CL OF RAMP AT FL N OPROPOSED ILLUMINATION POLE AND APPURTENANCES I SEE ILLUMINATION PLANS O9 RELOCATED TRAFFIC SIGNAL, SEE SIGNAL MODIFICATION PLANS 10 REPLACE EX. CATCH BASIN GRATE Lij WITH SOLID UD AS -BUILT 40 u p Know what's below. Call before you dig. W J LL O Y p Wir Q W Q E- It Z Q � Q = Q Ir k J �I N z = Z W F0 fn mF O Do N a V s S m H = N H � Uz J 3 JW Go I W 0) N 0^D N Q Q O OJ�I- Q H Z IL �— W m If Z N Q UU W W T R di Y . - fr i I I E 0 U S 0 10' 20' 40' SCALE: 1 "=20' PROJECT REF: FAC21-0021 19 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN 9S GNEER G RE MENTS. N NGINEER: __ On behalf of E DEV. REVIEW E_ Shannon Howard i DATE APPROVED: 982022 N V WEST VALLEY HIGHWAY IMPROVEMENT PLAN AND PROFILE ON SHEET C7.3 0Qx ', iII'jI) III BUILDING N� N o� �r o,, f'�� I I I �t�-� FF=54.00 / ,d1 y w n RETAINING a B1 I I W 8 PC 1 - O PROPOSED 18" STORM DRAIN CONNECTION. it In WALL _ 1 11'Q I ■ STA. 8+96.10 J I I I. /-REMOVE EXISTING SO CULVERT - _- ! I a A n� :��IT SEE ONSITE STORM DRAIN PUN SHEET C5.0 m WEST VALLEY HVIY. STA: 8+14S OFF: 0.00' I I I EXISTING TRAFFIC SIGNAL AND POI Y MN ASPHALT GFW M Y A.C. OVERLAY TAPER OVERLAY INTO EXISTING IN ON SHE GRAI BEYO1 ■ WEST VALLEY HWY. s � (PRINCIPAL ARTERIAL) TRANSITION ROAD CROWN FROM CENTERLINE TO 6' LEFT FROM STA. 8+57 TO STA. 9+00 ■ 3 2 WEST VALLEY HIGHWAY IMPROVEMENT PLAN 1"=20' P1an EXISTING ROW/EAST PROPERTY LINE OF PROJECT SITE '-=a6 -- — — 7 — nY ' 2 3D' 3D SD 1 0 EXISTING 12" D.I. WATER MAIN._ w 2 SO — - )ES....,..".,. .�DR4 N '_STORM DRAIN $� a W IL r O Q ir Z =a r Z W J J > Z W 3 Ir (L G _— 'ESTT'--H16HWAY--45----_—_—_— __--- __. -- ---44— -- --- DINAIE STING-STBRA♦-DRAIN CULVERT —_—_---- -- _— ----4 --ALWORK ASSOCIATED �R�Fl-6 20-0016 cq Z c n CID GENERAL NOTES: z 1 J 1. SEE SHEET CO.2 FOR PROJECT NOTES AND REQUIREMENTS. J W fV W OVERLAY STREET) 2. STATIONS AND OFFSETS ON THIS SHEET REFERENCE THE WEST O I'� VALLEY HIGHWAY CENTER LINE (CL). �. Z C0 Cf) � N 3. MyNTAIN A 2%+ CROSS SLOPE BETWEEN THE PROPOSED MEET 00 (SAWCUT) NNE AND GRADE AT THE FLOW LINE (FL). CV Q =� 01 4. ADJUSTMENT GRADE PER CI I ■ 5. STATIONS AND STRUCTURES AR ■ SHALL ENSURE ALIGN WITH THE F-10.16.00. TH DIFFER FROM T 6. TYPE 1 CATCH n m4 P NN p EXISTING G E AT CL +m BASIN PER WE BI-DIRECTIONAL �w f II 7. TYPE 2 CATCH so SEE ENLARGED PROPOSE GRADE AT P. G � w IL a PER WSDOT ST so 8. PIPE TRENCH 'ERSECTION PUN ER C7.3 FOR DETAILED W STANDARDS T- 6' BIOPOD $ RFACE 7NG REQUIREMENTS B 9. TELECOMMUNICA D PC STA. 8+96.10 ENGINEERING D • PVI STA = 10+32.12 RI =4709 4696 PVI E = 46.560 43.6E KEYNOTE — _ — — - — — -------- ---------- _ _ - - CONTRACTOR T Oi OF EXISTING U TOP OF WATER 41.97BOTTOM ANY CONNC 45 OF STORM. SEPPFATION: 43.55 1.58' 45 O REMOVE EASPHA IMPROVEMENT. EXIST. 18" S EXIST. 8" SO O REMOVE IXIS11 EXIST. 18" 50 POWER TO BE REQUIREMENTS. PROPOSED ILL 44 RELOCATE EXI CONTRACTOR T OCONNECT PRO I1TI CROSSING TRENCH AND ■ TOP 8 F WATER: j OF STORM! 42.76' 43.60 REMOVE ALL ■ SERATKIN: 0.84' FAC D.I. WATER PEO 20-0016 INSTALL REQUI ILL OPROPOSED SEE ILLUMINATI ■ CBp12 E 2 2.47 18.63' LT a7 93 O RELOCATED T SEE SIGNAL M ■ TY STA=9+ 6.70, 20.18' T ■ ■ RIM= IE= 47 aD 43 65 IB" W 4355 IE _ (18" S) 43s9 12" W) 43 62 " N) 4305 1 (18" N) 43 62 ■ �fL W • qG w Know wh N ,j� N N N N 'A N 'n N 'n Y] 'n Y] 4 ,�•.] [� N _ M lwV 'n Y 'n N 'n N Call BUILT s.d 4^. M% REVISE WEST VALLEY HIGHWAY IMPROVEMENT PROFILE 1"=20' HORIZ, 1"=2' VERT F NEW AND EXISTING UTILITY STRUCTURES TO FINISH O J OF AUBURN STANDARD T-05. Q Z OFFSETS TO PROPOSED STORM DRAIN UTILITY Z ir Z E TO THE CENTER OF GRATE. THE CONTRACTOR (L � W THAT THE FRAME AND GRATES OF NEW CATCH BASINS Z N[FACE OF Q E CENTERUNEEOFUTHE RB PDDRAINAGE STRUCTER WSDOT TUURRE MAY Q W U HE CENTERLINE OF THE FRAME AND GRATE. U U W BASINS, WHERE NOTED, ARE WSDOT TYPE 1 CATCH 00 W DOT STANDARD B-5.20-03 WITH RECTANGULAR VANED GRATE PER WSDOT STANDARD B-30.40-03. r BASINS ARE WSDOT STORM DRAIN MANHOLE -TYPE 2 ANDARD B-15.40-01, BACKFILL AND RESTORATION PER CITY OF AUBURN 01 AND T-02. GUY AY TION UTILITY INSTALLATION PER CITY OF AUBURN yON F wA3 G6 ESIGN STANDARDS, CHAPTER 11. � r S• q J8950 p �e 0 FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION �fff/pWgitC fNG\�� TILITY PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF TS OR DISCREPANCIES. 02 16 2024 NG PAVEMENT TO CLEAN, VERTICAL, UNYIELDING EDGE AND LT PAVING AS NECESSARY TO CONSTRUCT REQUIRED R.O.W. _ (MIN. 2' CLEAR OF EX. PAVEMENT EDGE). T Y f NG UTILITY POLE AND APPURTENANCES. > PLACED UNDERGROUND I ACCORDANCE PURVEYOR PURVEYOR CONTRACTOR TO COORDINATE WITH PURVEYOR AND LAMINATION PLAN REQUIREMENTS. STING COMMUNICATION UTILITY TO BACK OF WALK. 0 COORDINATE WITH PURVEYOR. o m POSED PIPE TO EXISTING STORM DRAIN MANHOLE. PIPE - e $ 8 BACKFILL PER CITY OF AUBURN STANDARD DETAIL T-01.4. ISTING CONCRETE WALK AND CURBING, AS NECESSARY TO RED R.O.W. IMPROVEMENT. - UMINATION POLE AND APPURTENANCES ON PUNS o TRAFFIC SIGNAL, a ODIFICATION PUNS W J 2 C 0 In C AD W C o ++ v C Q E �3 0 15' 30' 60' iT C MT aF� o at's below. ® ■ o N before you dig. SCALE: 1"=30' m V Y D PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH m THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. fp ry % N DEV. REVIEW ENGINEER:___.Tnr+yyvr_--- E z o O N m o ry DATE APPROVED: ULL ENLARGED INTERSECTION PLAN ENLARGED INTERSECTION PLAN 1.._., Y Q fl J Q 0 z_ K N = N H � Uz J JW oo i r*oW0)N N Q Q O �Q1=z (�w� �zNZQ UU U w T O $ Q S � 2 e C N d I E o o► C W c T y r7� C Q ao 7 t, -o m �I N — cQ O 111-JII � N I� 3 G c AS �+ \ —BUILT Know what's below. 0 2.s®' C811 before you dig. SCALE: V=5' PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN 9S GNEER G RE MENTS. N On behalf of E DEV. REVIEW ENGINEER: __ _ Shannon Howard i T O Co DATE APPROVED: e e zazz N V a OI WEST VALLEY HIGHWAY ROAD SECTIONS 22.5•f OFFSET 10+00.00 d0 -0 0 2D 40 n+,qn.nn -a -2D 0 2D 40 a�nn nn d0 -W 0 2D b 11 +5n.nn •D -0 0 2D tl 11 +nn.nn rD -m 0 2D a 10+50.00 rD -ID 0 2D O a =Z EL 90 Q Fr J ? o o > �O = °` W 00 N = N i- lr co LO J Z JWMoip Z co W 0 N 0^0 N Q Q O OJ�H z (EwEt it Z NZ U UU 00 v W � T C 0 = a N � n C � ++ V 07 — CQG E 0 15' 30' 60' C aF P{ o Know what's below. Call before you dig. SCAL.E: 1•=30- AS=BUILT REVISED PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. fp ry % N DEV. REVIEW ENGINEER: ---,- DATE APPROVED:______________ N U ROADWAY CHANNELIZATION PLANS 1,Y pp N 9 R.G.W. i 5 RETAINING WALL STA: 8+96.1 OFF: 29.01T R.O.W. I O SEA: 8+ (� OFF: 25. rye IMP p ® _ _ W K LINES ST, 8+83.0 25.0'LT < L/ STA: 8+831 OFF: 11.0' O 00 ^ AT STA 9+12.0 OFF: 0.O'LT SEA: 8+57.3 3 CENTER TURN LANE MARKING WS 0-0-0 BUILDING NH°9—HW—Toro—Ncx)—alM—rco-)—tlwl—Nara—v(M—rcM—N°9�Ha)—Horn 9+82.0 14' TRAVEL LANE 11.OTT I 11' LER TURN LANE 10+00 1 9+82.0 11' TRAVEL VANE 0.0'LT TO REMAIN 0 0 WEST VALLEY HIGHWAY CHANNEL¢AT10N PLAN 10-20* .7iT'F 1 141 EDGE LINE YELLOW LANE MARKINGS 11+00 REMOVE TWO-WAY LEFT/WHITE EDGE LINE LINE TURN LANE MARKINGS WEST VALLEY HWY. (PRINCIPAL ARTERIAL) 0 0 0 0 0 Fill STA: DOFF: 11+87.8 25.01T 2 6 O 12+00 11+87.8 PROPOSED 11+87.7 11 o W Z a J If < EL =p O Q N s J W o Z Z � U � Q 0 � O a m ° ir 0 0 z = N GENERAL NOTES: J z 1. SEE SHEET CO.2 FOR PROJECT NOTES AND REQUIREMENTS. J W N W 2. STATIONS AND OFFSETS ON THIS SHEET REFERENCE THE WEST � O 1 VALLEY HIGHWAY CENTER LINE (CL). Z OD co 3. MAINTAIN A 2%+ CROSS SLOPE BETWEEN THE PROPOSED MEET 00 � N (SAWCUT) NNE AND GRADE AT THE FLOW NNE (FL). N Q Q O 4. ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINISH O -1 GRADE PER CITY OF AUBURN STANDARD T-05. Q Z 5. STATIONS AND OFFSETS TO PROPOSED UTILITY STRUCTURES ARE TO Z IL Z THE CEN7EB-OF THE STRUCTURE. THE CONTRACTOR SHALL ENSURE (L i— W THAT THE FRAME AND GRATES OF NEW CATCH BASINS ALIGN WITH Z N[ Q THE FACE OF THE CURB PER WSDOT STANDARD F-10.16.00. THE CENTERLINE OF THE DRAINAGE STRUCTURE WILL DIFFER FROM THE Q U CENTERLINE OF THE FRAME AND GRATE. U U W 6. TYPE 1 CATCH BASINS, WHERE NOTED, ARE WSDOT TYPE 1 CATCH 00 W BASIN PER WSDOT STANDARD B-5.20-03 WITH RECTANGULAR BI-DIRECTIONAL VANED GRATE PER WSDOT STANDARD B-30.40-03. r 7. TYPE 2 CATCH BASINS ARE WSDOT STORM DRAIN MANHOLE -TYPE 2 PER WSDOT STANDARD B-15.40-01. 8. PIPE TRENCH BACKRLL AND RESTORATION PER CITY OF AUBURN STANDARDS T-01 AND T-02. GUY y 9 OF AUBURN ENGINEERING TELECOMMUNICATION STANDARDS, DS CHAPTER 11 CITY 'p�j0 pF wASHU6 � r KEYNOTES: INSTALL 18' WIDE WHITE TYPE D PLASTIC STOP BAR PER WSDOT STANDARD �f'rJ/ppAitC fW�\�� Oi PLAN M-24.60 AND M-15.10. COORDINATE INSTALLATION WTTH R.O.W. IMPROVEMENTS PROPOSED BY FAC120-0016 02 16 2024 O4' PAINTED WHITE EDGE STRIP PER WSDOT STANDARD PLAN M-20.10 PERKING PROPOSED BY FAPROPOS016 (UNDER CONSTRUCTION) REQUIREDSHALL O PER R.O.W. IMPROVEMENT STALLAAION PROPOSED BY THIS C PERMIT. CONTRACTOR SIN11 COORDINATE INSTALLATION R.O.W.ON IMPROVEMENTS MARKINGS TO OCCUR AFTER T THE THE CONSTRUCTION OF R.OIMPROVEMENTS PROPOSED BY THIS PLAN SET. MARKING PROPOSED BY FAC120-0016 (UNDER CONSTRUCTION), NGI REQUIRED PER R.O.W. IMPROVEMENT PROPOSED BY THIS PERMIT. OCONTRACTOR SHALL COORDINATE INSTALLATION OF MARKINGS TO OCCUR o Y AFTER THE CONSTRUCTION OF R.O.W. IMPROVEMENTS PROPOSED BY THIS PUN SET. O2e CROSSWALK LINES PER WSDOT STANDARD PLAN M-15.10-01. OMATCH MARKINGS PROPOSED BY FAC#'20-0016 _ C dto n LIZ 7 C 0 � N In o C O —Z C w d ` E C Q o C 15' 30' 60' � Know whafsbBlow. ® C In Nmc4 Call before you dig. SCALE: l'•=s0' m U aro Y w z A C 131111 T �� s �� REVISED Lai PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH co THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ry % N DEV. REVIEW ENGINEER:---,--<_ �ozzo E z o N C DATE APPROVED:—_---_---_---_ ULL ROADWAY CHANNELIZATION PLANS REMOVE IXISIING FOG LINE i IN 9+00 Q1II00 12+00 IN 9+00 Q1II00 12+00 REMOVE EXISTING DSY STRIPES _________________________________________________________ •. J �� . L=1.•. v' S. 287TH STREET CHANNELIZATION PLAN 13+00 �3 n A 14+00 = S. 287TH ST a �F - r n ° (LOCAL ROADWAY) . ICI °. . J 0 Z a J a [ Y p Z O Q fl ~ J N Q Ir Z z 2 N O 3 tr D O N Z U O Lr� GENERAL NOTES: J w a 00 co 1. SEE SHEET CO.2 FOR PROJECT NOTES AND REOUIREIAENTS. Z 0 C7 2. STATIONS AND OFFSETS ON THIS SHEET REFERENCE THE S. 28TH i*� W 0) N Sr. CENTER LINE (CL). 00 Q Q rO J /L < I�-J Z_ Z LL tL CONSTRUCTION NOTES: z NZ a O7 DOUBLE YELLOW LANE MARKINGS PER WSDOT STANDARD PLAN M-20.10 a U L) OINSTALL 18" WIDE WHITE TYPE D PLASTIC STOP BAR PER WSDOT STANDARD V PLAN M-24.60 AND M-15.10. r OMATCH INTO EXISTING PAVEMENT STRIPES i z i S R 8 C M a C G L� o LI yC W y r71 C Q E P in3o 21 c ° too m v Y3 ` In Yq AS -BUILT U 0 15' 30' 80' � Know what's below. Call before you dig. SCALE: 111=3O• PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN 'S G NEER G RE MENTS. On behalf of NGINEER: __ 8 N o DEV. REVIEW E_ Shannon Howard E N S a4 z DATE APPROVED: 9 B nOzz _ C.� SIGHT DISTANCE EXHIBIT I � L a o IV a o , 2+00 1 @] ' =S. 287TH ST (LOCAL ROADWAY) — Ll 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 LEFT TURN SIGHT TRIANGLE 1'=60' HORIZ, 3"=5' VERT POSTED SPEED LIMIT = 30 MPH DESIGN SPEED LIMB = 35 MPH RIGHT TURN, PASSENGER CAR = 1.47 x 35 x 6.5 = 334.4. ADJUSTED = RIGHT TURN, COMBINATION TRUCK = 1.47 x 35 x 10.5 = 540.2. ADJUSTED = LEFT TURN, PASSENGER CAR (CROSSING EXTRA LANE) = 1.47 x 35 x 7.5 = 385.9. ADJUSTED LEFT TURN, COMBINATION TRUCK (CROSSING EXTRA LANE) = 1.47 x 35 x 11.5 = 591.7 ADJUSTED = 'Q > 8+35.71 0.00' 5+19.68 0.00' 6+00 zze.,l_ 6+48 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 RIGHT TURN SIGHT TRIANGLE 1"=60' HORIZ, 1'=5' VERT - m � p X 0- W J W Q U H a c() c I— g = k 0 GID S = N 0) F— J .j JW0Go fII W 0) N N 00 Q Q O OJ�I- r� Q H z IL�wIT IfzNeQ ()0 W w T S j x Y %C - e � U Q II C Y N c C W c � 171 c Q pp 10 C Q 0 AS=BUILT Know what's below. 0 30® ' Call before you dig. SCALE: 1'I gF PROJECT REF: FAC21-002119 8 F THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN 9S GNEER G RE MENTS. N On behalf of E NGINEER: __ DEV. REVIEW E_ Shannon Howard E F N 91 DATE APPROVED: 9 e zazz C� TRUCK MANEUVERING DIAGRAM 40 0 AS -BUILT Know wh sbelow . Call before you dig. PROJECT REF: FAC21-0021 Q Q a o fL J Z Q I > W Z ? Q = F N V 0 i- Y 3 S I- ^ = N H � UZ J JW Go i W 0) N G^o N Q Q O �Q1=z (L�w(r �ZNZQ UU W w T I 0 f 0' 20' 40' FQ SCALE: 'I "=20' THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN 9S GNEER G RE MENTS. N NGINEER: __ On behalf of E DEV. REVIEW E_ Shannon Howard i 7 O N DATE APPROVED: 982M a x Q TRUCK MANEUVERING DIAGRAM �S. 287TH ST e Q � Y - Q a o J Z Q I > W Z ? Q = F N V 0 i- Y 3 S I- ^ = N H � J .J JW�Go OD i W 0) Lc) N G^o N Q Q O �Q1=z (�w(r �zNZQ UU W w T I � U Q II c N I o► 0 ry W c g y r71 C Q 'ade C ' 3 E vm t j t; c O yul � � m U Yv Know what's belowo fo®. C811 before you dig. SCALE: V=20• gFg PROJECT REF: FAC21-0021 E THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN 9S GNEER G RE MENTS. N On behalf of E NGINEER: __ DEV. REVIEW E_ Shannon Howmcl i F .� O c'� DATE APPROVED: e e zazz 0 N KnOs oBIOW Call b p C811 before you dig. Dial 811 I I 0.6 i EXISTING LOGANDALE WELL TO REMAIN. Ij. i I 4 • 4 ,PROPERTY LINEN \ ... I I^ i EXISTING VEGETATION WITHIN 100 FEET OF THE WELL IS TO REMAIN. NO PLANTING IS PROPOSED IN THIS AREA THIS VEGETATION IS TO BE MAINTAINED BY MOWING FOLLOWING FINAL COMPLETION OF THE PROJECT. EXISTING OVERHEAD — POWER LINES ARE TO BE UNDER -GROUNDED J I I II SEE CIVIL PLANS \/ LANDSCAPE PLAN WEST 287TH INDUSTRIAL PARK RE DTW LINEPERTY DEVELOPN \�\x� �L SF 1/41 IECTIO 3 TOWNSHIP r2 O71H14RANGE 4 BAST` f.0 C 1��1 II�lIL ;illll■III[s ,� i4h�l _ ', _.ate► .:•�J\ NII FI — j • 71 Of lIw ��lii�= • • �B► �C Ia�P1_ 1RI/�' lead • PDA '�^'-��I .0,' - NEW — � 584'f 47'E 235.56_ F�A 4A I i LANDSCAPE CALCULATIONS: 18.50.040 5.628 SF TURF GRASS IS PROPOSED FOR THE PROJECT. THIS IS LESS THAT 20% OF THE SITE AREA S37 SF STONE MULCH IS PROPOSED FOR THE PROJECT. THIS IS LESS THAT 20% OF TOTAL LANDSCAPED AREA TOTAL NUMBER OF TREES: 79 TOTAL NUMBER OF NATIVE TREES PROPOSED: 43 PERCENTAGE OF NATIVE TREES PROPOSED: 43 / 79 = 54.43% TOTAL NUMBER OF SHRUBS AND GROUNDCOVER: 894 SHRUBS (INCL FERNS & GRASSES) + 8.373 GROUND COVER = 9,267 PLANTS NUMBER OF NATIVE SHRUBS (INCL FERNS & GRASSES): 406 NUMBER OF NATIVE GROUND COVERS: 6,467 TOTAL NATIVE SHRUBS & GROUNDCONER: 6.873 PERCENTAGE OF NATIVE SHRUBS AND GROUNDCONER: 6.673 / 9,267 = 74A7% 20 FT. SANITARY EASEMENT -NO TREES ALL PROPOSED LANDSCAPING SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION V SYSTEM,TYP. PROVIDE BLACK PAINTED METAL OR BLACK PLASTIC LANDSCAPE EDGING AT ALL INTERFACES BETWEEN SHRUB/ GROUND COVER BEDS AND LAWN AREAS- INCLUDING EXISTING VEGETATION AREA, TYP. ROOT BARRIER REQUIREMENT: PROVIDE 24 INCH DEPTH SOLID PLASTIC ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT OR APPROVED EQUAL, WHERE TREES ARE WITHIN 10 FEET OF A HARD SURFACE, INCLUDING PAVEMENTS AND CURBS, AND WITHIN 10 FEET OF UNDERGROUND UTILITY LINES 20 FT. SANITARY EASEMENT -NO TREES i a5 PROVIDE MIN 10 LF OF 24• DEEP ROOT BARRIER BETWEEN TREES AND UTILITIES CLOSER THAN 5 FT APART, TVP. ROWLINEAFTERROW �PROPERTYLINE DEDICATION TOTAL SITE AREA 245,031 SF. THIS AREA EXCLUDES AREAS TO BE DEDICATED AS RIGHT-OF-WAY. REQUIRED LANDSCAPE AREA (10%): 24,501 SF NEW LANDSCAPED AREA PROVIDED: 34,913 SF PROVIDED. PER 18.50.040,CAA FOR PARKING LOTS OF 13-75 PARKING STALLS, MINIMUM LANDSCAPE AREA 7% OF SURFACE PARKING STALLS (EXCLUSIVE OF CIRCULATION) TOTAL PARKING STALLS: 75 AREA OF ALL PARKING STALLS: 12,202 SF 12,202 SF z 7% = 854 SF MINIMUM LANDSCAPE AREA PARKING LOT LANDSCAPE AREA PROVIDED = 3,310 SF SEE PLAN FOR LOCATIONS DEPICTED BY DASHED •--•• UNES: 1 1 Fo9��P4{:vI I:G XV.I^'slwM�� ti 'vNA�d}Uaumoaa�:J�A9�9� ��9C'9l"l�l^I.O-0Lp��.�&�9l�flvlcn TEMPORARY GRADING/CONSTRUCTION EASEMENT REC. N0. 20210722001510 PROPOSED BUILDING SEE CIVIL AND ARCHITECTURAL PLANS AFTER THE CITY HAS REVIEWED THE BUILDING PLANS, THE CONTRACTOR MAY BE REQUIRED TO REVISE PLANTING ALONG THE BUILDING FACADE AS A CHANGE ORDER AS DIRECTED BY THE LANDSCAPE ARCHITECT AND AS APPROVED BY THE CITY. I T-Poo Ili ?4 •.1 . - . i -0. 3 _ Si TT g sVp -. id i VICINITY MAP i NT8 I KEY MAP CNI SHEETINDEX wL-1: LANDSCAPE PLAN WEST w L-2: LANDSCAPE PLAN EAST L-3: PLANT SCHEDULE L-4: LANDSCAPE NOTES & DETAILS L-5: IRRIGATION PLAN WEST Lou L-6: IRRIGATION PLAN EAST Lou L-7: IRRIGATION NOTES & SCHEDULE 0 L-8: IRRIGATION DETAILS I L-9: IRRIGATION DETAILS 1L1 L-10: IRRIGATION DETAILS ZI W �L ¢ Q J J D- a W 0 (n z j k J 00 _ N = N 0) L0 V J Z JWENMoO N 00W N Q Q O 0 _j H Q H Z H W �ZNZa U UU 00 W T U. r UNDERGROUND STORM r ,UdG OF WAS �,. DRAINAGE FACILITY Q LANDSCAPE LEGEND AQ`"�°�° SEE CIVIL PLANS W C'I Z III 5 ET. CLEAR 4 EXISTING LANDSCAPING TO BE RETAINED +/— 18,914 SF AROUND HYDRI Q, q, ry„� I I HYDRANTS, %iiP "1`wi° / J I I ® el TVP. 1 N1044%. n4 P� II� --- ®--------- WOOD FENCE, 6 FT. HT +/- 260 LF NDSCAPE --ti+'---------- _� STONE MULCH 805 SF 4" DEPTH OF 3/4" TO 3" MIXED GRANITE ROUNDED RIVER ROCK OR 6 FT. HT. WOOD FENCE. SEE DETAIL ON I APPROVED EQUAL. INSTALL DEWITT -- SHEET L4 JOG FENCE AROUND 5 FT. CLEAR , 50Z WEED BARRIER FABRIC IN ALL ZONE FOR HYDRANTS AS SHOWN I-----i PLANT BEDS UNDER GRAVEL. ----------------- cc o V �`- I C 174YE OOD _ e _ LF-- L � yYl pl N La LAWN, TVP � QC� uJ e(uc) Ld - - ` P4J eP1:e)n I t •N PI 3 21 C m «F NN 10 FT. LANDSCAPE TWO DECORATIVE m V c SETBACK BOULDERS - APPROX. rn 2 FT HT AND 3FT HT AS —BUILT 0 10' 20' 40' a 10 FT. ADDITIONAL LANDSCAPE BUFFER W/ FENCE ALONG LOADING ZONE. SCALE: 1 "=20' i SITE MONUMENT SIGNAGE LOCATION(S) TO BE DETERMINED. CONTRACTOR SHALL KEEP THE PROJECT REF. FAC21-0021 _ SAME NUMBER OF PLANTS AND ADJUST PLANTING LOCATIONS TO ALLOW VISIBILITY OF THE SIGNAGE AND AS DIRECTED BY THE LANDSCAPE THESE PANS ARE APPROVED FOR CONFORMANCE m n ARCHITECT. NOTIFY THE LANDSCAPE ARCHITECT WTH THE CITY OF AUBURNS ENGINEERING a WHEN DIRECTION IS NEEDED. AVOID LOCATING REQUIREMENTS. PLANTS OVER 12" HT WITHIN ANY VEHICULAR �n behalf ofbehalf of E o0 SIGHT DISTANCE TRIANGLES DESIGN RENEW ENC/N.Shannon of i O S o DATE 9.s.zozz (V r a ' N J Know what's you. Cal 1Q5 beforeore you dig. p Dial 811 C 1 C: C I C I C I C PROPERTY LINE C Cjj C C C —T------------------------------ J I— L.L.I LU vJ LLI LLI U) I L1J z_ J Q t C TWO DECORATIVE- BOULDERS- APPROX. 2.5 FT HT AND3.51FTHT. ADJUSTROCKS t SHRUB LOCATIONS AS NECESSARY TO AVOID DIRECT IMPACT ON WATER LINE _— -_ r PROPERTY y �r LINE ZCi PROPOSED BUILDING SEE CIVIL AND ARCHITECTURAL PLANS NOTE: AFTER THE CITY HAS REVIEWED THE BUILDING PLANS, THE CONTRACTOR MAY BE REQUIRED TO REVISE PLANTING ALONG THE BUILDING FACADES FACINGS 287TH ST AND WEST VALLEY HWY. AS DIRECTED BY THE LANDSCAPE ARCHITECT AND AS APPROVED BY THE CITY. THIS WILL BE IN ACCORDANCE WITH ACC 18 50.040(C)(1)(c). UNDERGROUNDSTORM DRAINAGE FACILITY. SEE CIVIL PLANS _ 5 FT. CLEAR _—_—_—_ I ZONEAROUND FT. HT. WOOD —-----_—_—_-- FENCE. SEE DETAIL ON SHEET L4 JV G FENCE AROUND SFT CLEAR -------- ------50----- ZONE FOR HYDRANTS AS SHOWN ^ N I I 1� /.. �.1 UN EASEMENT■cp s■�`e� 1yi— ,1477534 ■ILl�ANNdi_I_M_AIl1�� . FT. ADDITIONAL CK W/ FENCE ALONG LOADING ZONE DEDICATION J. . W LANDSCAPE PLAN EAST 287TH INDUSTRIAL PARK SE 1/4, SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST W W .M/JTO I III 120 PVC ULpI III .�rx: •rremn�� low ALL PROPOSED LANDSCAPING SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM,TYP PROVIDE BLACK PAINTED METAL OR BLACK PLASTIC LANDSCAPE EDGING AT ALL INTERFACES BETWEEN SHRUB GROUND COVER BEDS AND LAWN AREAS - INCLUDING EXISTING VEGETATION AREA, TYP. ROOT BARRIER REQUIREMENT: PROVIDE 24 INCH DEPTH SOLID PLASTIC ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT OR APPROVED EQUAL, WHERE TREES ARE WITHIN 10 FEET OF A HARD SURFACE, INCLUDING PAVEMENTS AND CURBS, AND WITHIN 10 FEET OF UNDERGROUND UTILITY LINES. PARKING STALL AREA DEPICTED AS DOT PATTERN, TYP. AN. TYR 1 V 38LV I iII Ii W/�E III I 18• CMP CULV .49' I ° W CAGE 24 CNC CULV I.E. S=42.78' 180 CMP CULV r I.E. SE=43.58' ° 2$ CNC CULV I.E. N=42.96 SDMH TYPE II 48" RIM=46.84 18" PVC I.E. S=43.53' 18" PVC I.E. NW=43.45' IIII II° POWER POLE W/1RANSFORMER IIII I w FIND REBAR/CAP (AUGUST 2018) I'IIIII s= 11' RIGHT OF WAY DEDICATIOf REC. NO. 20211D04DO1170 I PEDESTRIAN EASEMENT II�iI NO. 20181203000824 IIIREC. �SBB-17'47"E 11.00, 10.00', Ili POWER POLE W/UG WIRE DROP GUY POLE r GUY ANCHOR I \I RIM=47.26 18" PVC I.E. SW=43.25' 18" PVC I.E. N=43.51' 12" PVC I.E. SSW=43.41 PROPOSED BULDNO IEETS SHEETS t + L6 LANDSCAPELEGEND M EXISTING LANDSCAPING TO BE RETAINED WOOD FENCE, 6 FT. FIT STONE MULCH 4" DEPTH OF 3/4" TO 3" MIXED GRANITE ROUNDED RIVER ROCK OR APPROVED EQUAL. INSTALL DEWITT 50Z WEED BARRIER FABRIC IN ALL PLANT BEDS UNDER GRAVEL. SITE MONUMENT SIGNAGE LOCATION(S) TO BE DETERMINED CONTRACTOR SHALL KEEP THE SAME NUMBER OF PLANTS AND ADJUST PLANTING LOCATIONS TO ALLOW VISIBILITY OF THE SIGNAGE AND AS DIRECTED BY THE LANDSCAPE ARCHITECT. nOTIFY THE LANDSCAPE ARCHITECT WHEN DIRECTION IS NEEDED. AVOID LOCATING PLANTS OVER 12' HT WITHIN ANY VEHICULAR SIGHT DISTANCE TRIANGLES AS -BUILT VJ Q � _ W CC z 0 Q J J 0_ Q W ir 07 � z Q J 00 C-4 sl � = CV H � J Z LU) JWCNMDo n W N N Q Q O 0 111 Q z (L W (r �Z�a U UU OD W T z n AS I ' C o = � " N C C W c a BI C Q t Bpi 01 C S IIJ 0 fV N a 0 10' 20' 40' SCALED i PROJECT REF' FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORANKNCE m WITH THE CRY OF AUBURNS ENGINEERING REDUIRE)INENIS. R� • 0 0 n behalf of E DESIGN RENEW ENGINEER: Shannon Howar z' 0 8 0 DATE 9.8.202 0N C4 a J Know CalIwhat's ore you p C811 before you dig. 5 Dial 811 PLANT SCHEDULE PLANT SCHEDULE 287TH INDUSTRIAL PARK SE 1/4, SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST PLANT SCHEDULE (CONTINUED) PLANT SCHEDULE DECIDUOUS TREES CITY BOTANICAL / COMMON NAME CONT. SIZE ORIGIN 3 ACER CIRCINATUM'PACIFIC FIRE' / PACIFIC FIRE VINE MAPLE B & B 1.5" DBH NATIVE y� NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 6 FEET, SYMMETRICAL, STAKE AND GUY FOR ONE GROWING SEASON 17 ACER TRUNCATUM X PLATANOIDES'WARRENRED' TM / PACIFIC SUNSET MAPLE B & B 1.5" DBH ADAPTIVE NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 6 FEET, SYMMETRICAL, MATCHED, STAKE AND GUY FOR ONE GROWING SEASON 13 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' / AUTUMN BRILLIANCE APPLE SERVICEBERRY B & B 1.5" DBH NATIVE NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 6 FEET, SYMMETRICAL, MATCHED, STAKE AND GUY FOR ONE GROWING SEASON 14 W' CARPINUS BETULUS'FRANS FONTAINE' / FRANS FONTAINE HORNBEAM B & B 1.5" DISH ADAPTIVE NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 4-5 FEET, SYMMETRICAL, MATCHED, STAKE AND GUY FOR ONE GROWING SEASON. 6 STYRAX JAPONICUS'JFS-E' TM / SNOW CHARM JAPANESE SNOWBELL B & B 1.5" DISH ADAPTIVE NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 4-5 FEET, SYMMETRICAL, MATCHED, STAKE AND GUY FOR ONE GROWING SEASON. EVERGREEN TREES CITY BOTANICAL / COMMON NAME CONT. SIZE ORIGIN handi € 2 PINUS CONTORTA/ SHORE PINE B & B 4-6 FT MIN HT NATIVE %14pema € NURSERY GROWN, SYMMETRICAL, SINGLE STRAIGHT UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. 3 PSEUDOTSUGA MENZIESII / DOUGLAS FIR B & B 4-6 FT MIN HT NATIVE NURSERY GROWN, SYMMETRICAL, SINGLE STRAIGHT UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. 9 PSEUDOTSUGA MENZIESII'FASTIGIATd / FASTIGIATA DOUGLAS FIR B & B 4-6 FT MIN HT NATIVE NURSERY GROWN, SYMMETRICAL, SINGLE STRAIGHT UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. 4 J 12 THUJA PLICATA'EXCELSA' / WESTERN RED CEDAR B & B 4-6 FT MIN HT NATIVE tea/ NURSERY GROWN, SYMMETRICAL, SINGLE STRAIGHT UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. tr'(J 1 TSUGA MERTENSIANA/ MOUNTAIN HEMLOCK B & B 4-6 FT MIN HT NATIVE NURSERY GROWN, SYMMETRICAL, SINGLE STRAIGHT UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. SHRUBS CITY BOTANICAL/COMMON NAME CONT. WATER USE ORIGIN SPACING ® 18 AMELANCHIER ALNIFOLIAREGENT/ REGENT SERVICEBERRY #2 LOW NATIVE 66"o.c. FULL is BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. ® 19 AZALEA X'HINO CRIMSON'/ HINO CRIMSON AZALEA #2 LOW ADAPTIVE 48"o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING © 24 CISTUS X HYBRIDUS / WHITE ROCKROSE #2 LOW ADAPTIVE 48" 1 FULL is BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. ® 45 EUONYMUS FORTUNEI'EMERALD GAIETY'TM/ EMERALD GAIETY WINTERCREEPER #2 LOW ADAPTIVE 42"o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING Cl) 10 JUNIPERUS SCOPULORUM'SKYROCKET/ SKYROCKET JUNIPER #2 LOW NATIVE 30"o.c. FULL TO BASE AND MATCHING, 4-5 FT HT 141 MAHONIA AQUIFOLIUM'COMPACTA'/ COMPACT OREGON GRAPE #2 LOW NATIVE 48"o.c. FULL 8 BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING © 13 MAHONIA X MEDIA'CHARITY' / CHARITY MAHONIA #2 LOW NATIVE 48" o.c. FULL is BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. MO 44 MYRICA CALIFORNICA/ PACIFIC WAX MYRTLE #2 LOW NATIVE 66"o.c. FULL & BUSHY REMOVE ALL WEEDS FROM POT BEFORE PLANTING ® 31 NANDINA DOMESTICIII STREAM' TM / GULF STREAM HEAVENLY BAMBOO #2 LOW ADAPTIVE 48" o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. ® 11 NANDINA DOMESTICA'LEMON LIME' / LEMON LIME NANDINA #2 LOW ADAPTIVE 48" o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING 6 PHYSOCARPUS OPULIFOLIUS'DONNA MAY' TM / LITTLE DEVIL NINEBARK #2 MEDIUM ADAPTIVE 48" o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. ® 4 PICEA ABIES'NIDIFORIet BIRD'S NEST NORWAY SPRUCE #2 MEDIUM ADAPTIVE 42"o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING ® 48 PINUS MUGO'PUMILIO' / MUGO PINE #2 LOW ADAPTIVE 48" o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. ® 13 RHODODENDRON X'ANAH KRUSCHKE' /ANAH KRUSCHKE RHODODENDRON #2 MEDIUM ADAPTIVE 54" o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. ® 9 RISES SANGUINEUM'KING EDWARD VII' / RED FLOWERING CURRANT #2 LOW NATIVE 48" o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. ® 10 SARCOCOCCA HOOKERIANA DIGYNA'PURPLE Si PURPLE STEM SWEETBOX #2 LOW ADAPTIVE 36" o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. ® 1 SPIRAEA X BUMALDA'GOLDFLAME' / GOLDFLAME SPIREA #2 LOW ADAPTIVE 42" o.c. FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING ® 6 SYMPHORICARPOS ALBUS/ COMMON WHITE SNOWBERRY #2 LOW NATIVE 48" o.c. FULL & BUSHY. REMOVE ALL WEEDS FROM POT BEFORE PLANTING. W J � SHRUBS QTY BOTANICAL/COMMON NAME CONT. WATER USE ORIGIN SPACING (L W J W Q ® 12 THUJA OCCIDENTALIS'EMERALD GREEN' /EMERALD GREEN ARBORVITAE #2 LOW ADAPTIVE 30" o.c. FULL & BUSHY, MATCHING, REMOVE ALL WEEDS FROM POT BEFORE PLANTING; MIN. 5-6 FT. HT. �U 31 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY #2 LOW NATIVE 48" 1 � c1l) FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. Z Q FERNS AND GRASSES QTY BOTANICAL/COMMON NAME CONT. WATER USE ORIGIN SPACING J Z ® 15 BLECHNUM SPICANT / DEER FERN #1 LOW NATIVE 24" o.c. pp FULL TOP GROWTH, MIN. 4 FRONDS, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. Z 00 m 66 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS #2 MEDIUM ADAPTIVE 30" o.c. $ N WELL ROOTED, FULL TOP GROWTH, REMOVE ALL WEEDS FROM POT BEFORE PLANTING ® 11 HELICTOTRICHON SEMPERVIRENS'SAPPHIRE' / BLUE OAT GRASS #2 LOW ADAPTIVE 36" o.c. WELL ROOTED, FULL TOP GROWTH, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. S ® 45 MISCANTHUS SINENSIS'MORNING LIGHT/ MORNING LIGHT EULALIA GRASS #2 LOW ADAPTIVE 36" o.c. WELL ROOTED, FULL TOP GROWTH, REMOVE ALL WEEDS FROM POT BEFORE PLANTING z ® 10 PENNISETUM ALOPECUROIDES'HAMELN' / HAMELN FOUNTAIN GRASS #2 LOW ADAPTIVE 36" o.c. WELL ROOTED, FULL TOP GROWTH, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. sO 56 POLYSTICHUM MUNITUM / WESTERN SWORD FERN #2 LOW NATIVE 36" o.c. FULL TOP GROWTH, MIN.4 FRONDS, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. = N GROUND COVERS QTY BOTANICAL/COMMON NAME CONT. WATER USE ORIGIN SPACING 6,507 ARCTOSTAPHYLOS UVA-URSI/KINNIKINNICK #1 LOW NATIVE 18" cal J Z all FULL TOP GROWTH, WELL ROOTED, REMOVE ALL WEEDS FROM CONTAINER BEFORE PLANTING, J W M 00 TRIANGULAR SPACING d =) 0 W 0) co +*+++*+++*+ 500 CALLUNA VULGARIS'FIREFLY' / FIREFLY HEATHER #1 LOW ADAPTIVE 18" o c. N � Q Nno *++ +*++ FULL TOP GROWTH, BUSHY, WELL ROOTED, REMOVE ALL WEEDS FROM CONTAINER BEFORE a PLANTING, TRIANGULAR SPACING Q —1O ~Q1—Z ��FL I� lr 1,827 FUOLLONEASTER TOP GROWTH, WERL ROOTED, REMOVE ALL WEEDS FROM CONTAINER BEFORE PLANTING, #1 LOW ADAPTIVE 18" o.c. Z W TRIANGULAR SPACING Q W Q UU U op W 930 FRAGARIA CHILOENSIS /BEACH STRAWBERRY #1 LOW NATIVE 18" o.c. � � FULL TOP GROWTH, WELL ROOTED, REMOVE ALL WEEDS FROM CONTAINER BEFORE PLANTING, r TRIANGULAR SPACING 5,602 SF COMMERCIAL GRADE HYDROSEED OR SOD DROUGHT TOLERANT SEED MIX, TOLERANT OF PNW CONDITIONS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. Unear Application of DeepRootTree Root Barners atTime of Installing Concrete sidewalks and Curbs rvpIGL Y[MAY 6 CURB AND lideffERINFIN NEETTE X �. 31IN51ALLUDIN1MEM]f IX5LWA0FMx[MI5 TURN 0whad W Cal 15'E150Mcalgi E AILL F]6CMIBELM EINIWGNAD gCOSH pul EDGE 1xEExuors O.EuwaIll rwSr«ETRANwD Top of =:Jideal >e. IXSdagAt SEWFACE Cal patch to wgnwa¢ Depth ormelOnen at eoer mrr.r arn.r apmwn.,ar our nwrvmsgaeemrweEeakmarnownewderegandince rwL�w�q� �,Ineraaa :wad ma.riwnl�e. rama�rra q,B,urae".m n. ra,rnwaamero� a. La m, X .- uBBIEnwSTALUDINATUNCINNWB6xA0E DITUATTOPEDI`.;r 50BAaowe, "eenxng,.eeeam BARRExeaS FowETCANARDRERACTUS ms.„•al.amr.r., � �.aaa,kaare. ago AlRill � w m La Cal m..I a5144110NSF00EKE. infulan,nmemtkourgest mpwmer".Nr a5onlcelea Aam aeaemapmaaea,rL mr laalN,wdawa,unmqreaiwi amwradmre z.Panemasyma wxnl ma.m 5 BLnvrmwnenarrcparme N de Epnm ROOT BARRIER (DEEPROOT U13-24) NOT TO SCALE Surround Style Planting with Deeproot Universal Barriers nen� man ar rely planting any III me, will F I or guying nrepeated m pernerearand ming u Aylollmrigrnerevnpler¢prar ar vk andecommeng Iwarw and he, humpl bewrna lm kmneRxdIll erep"x wirmi ammo nm amand a and edmmh rNi .rar»,mnr,apor verYei eIllrru,mmend crb mlNre,rronAre laarangen enm¢aer m ra e501 nrmnnnganatibv seepwma i.daemy smarm I'oW candy and Cale nd by wmolinumN lawn readers and ,rallrmear Is, aa«memm am Call my awrPoram"wndamLOeepxoa llmmW The arrecarkamyrfi... known, knish¢ H Wau"hand proper Ill I ormmgwm l reand waNrR mot Egli IlenNmY an operar Toper J,recent apeaadCanad aAm a < a.usaandmemoom.,um�mra mme m,w Itnerrepa�ao-+.m. pearar "'me a planning pay �a"r n,n nu,�wper they are met hanraeie4ye�eMe ,IgaiAAdedidur aWal...turyaln "Th egmrBwmaada Mepgearega n rImpInd, rv�"oltirmNA"w dmiCoar ,olas Thlemw ram anknd,lawLe,.,gra,An r.Aergm a am r,„yArmed,a hMer,0npm pay ma geaW,ggold,eon Blow uswpgmermeem feel nnk r weer rssapn orpoll fean*11amw xekaear a PNKand undat ,in acepe Je I ... arerM ,aaaemmn 11. dater, mn aMraa Nx ye 11 Ee enwhenIw„eponcer ra„,awaeIfbal arIcall �(45&7�)wrnnlpwltnanain�arot ra�Elu Runway'demml.a K°gax mramBa arerma plea all DRPRM *amral &mwe mM1om A,andmr.mnrawaYrdemp NppwIxIBAPoOrrtxrltaaxlSl peeprlaer:pwwa�akme..er"wrwmew mpk..rk� Lnllnreew urn�mee..nnrn a: mnaiie.�reeTiirvnem"rinaeramp�t. aeymeno,wrmm �mra,apemeaa °ameaaarpearaalm. Intercommunal Eirm iI]ow Ar"rw:�am I € �war� € �war� R z ar par & e xpays O U 6 rr y W C *L+ A 0 _ � N Lam C C W c a 3 NCA 7 C ++ a v . — C Q E ICN 10 C 0 us dear fV �cD m U aDY Am In IRA Lj me PROJECT REF.. FAC21-0021 THESE PLANS ARE APPRI FOR CONFORAfANCE m WRH THE CRY OF AUBURNS ENGINEER/NG REOUIREAIENIS O n behalf of Ean DESIGN RENEW ENGINEER: Shannon Howartl R� z may o o 98.2022al N M JI v t's Know CalI be ore you p5 C811 before you dig. Dial 811 LANDSCAPE NOTES & 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 PUNT MATERIALS FERTILIZER STAKING MULCH CLEAN-UP DEBRIS REMOVAL, AND 30-DAY MAINTENANCE. QUALIFICATIONS: UNDSCAPE 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 UCENSED 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 PUNT 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 CONFUCT 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 REPUCE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPUANCE WITH PUNS 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 PUNTING 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 PUNT 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 UNDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK 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) PUNTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: PUNT MATERIALS: PUNT MATERIALS TO BE GRADE NO. I, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B It B" INDICATES BALLED AND BURLAPPED; "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 UWS FOR DISEASE INSPECTION, PUNTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOUD AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PUNT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PUNT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY. AS APPROVED. TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. D) LABEL 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. E) DELIVER PUNT MATERIAL AFTER PREPARATION OF PUNTING AREAS HAVE BEEN COMPLETED AND PUNT IMMEDIATELY. IF PLANTING 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 75.13 '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 AVOID 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 OMP T7.30 PIORETENTION CELI SWALES. AND PUNTER (BOXES, WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOUDS 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 PUNTS NATIVE TO THE PUGET SOUND LOWUNDS 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 UMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABUSHED. • IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: LLEAVE 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 PLANTING. 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. UMPORT 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. LANDSCAPE NOTES + DETAILS 287TH INDUSTRIAL PARK SE 1/4, SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST MAINTENANCE • ESTABUSH SOIL QUAUTY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED PROTECT FROM COMPACTION SUCH AS FROM URGE 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 ARUS. GO 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 PUNTING BED AREAS AND I -INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALUTION OF MULCH OR UWN. 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 PUNTING. 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 B-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. :MI�tB117T.I li:LLX•SNP.: DURING UNDSCAPE 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 REPUCE DAMAGE UNDSCAPE 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-ESTABUSHING 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. PUNTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PUNT 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 REJEC NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND UMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES It 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 PUNTING i LAWN PUNTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" z VEEP MULCH DYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BJD PER SPECS: AT MIN., LOSSEN 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 O.C. MAXIMUM CHAMFER TOP OF POST 45 DEGREES TO A DEPTH OF 1 SLOPE FENCE EVENLY WITH FINISHED GRADE ON ALL FOUR SIDES ONE SIDE OF 1"x 6" 4' x 4' PRESSURE TREATEI FIR POSTS SPACED GO C. 1"x4' 2' x 4' P.T. LUMBER. ONE - SIDE OF 1"x 6' PITCH SURFACE TO DRAIN FINISH GRADE E CONCRETE FOOTING, MIN 12' DIAM, TYP z BACKFILL WITH NATIVE SOIL COMPACT AROUND FOOTING UNTIL FIRM AND UNYIELDING 4' MIN. DEPTH CRUSHED ROCK SUB -BASE, WOOD FENCE COMPACT TO 95% NOT TO SCALE OVER ALL TOPSOIL DEPTH OF 3 FEET BERM HEIGHT 6" MIN._ SOIL LINE: 3" IN MULCH, 1" IN LAWN SUBGRADE REMOVE EXCESS GRAVEL--46 t AND PAVING COARSE TRANSITION FROM TOPSOIL TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE 1-1/2" DRAIN AT LOW POINTS & 10' SPACING MAXIMUM PAVING (SEE CIVIL PUNS) 12" MAX. UP SOIL DEPTH FOR PARKING LOT PLANTER DETAIL NOT TO SCALE DEDUCT ALT #1: IF LANDSCAPE CONTRACTOR CAN DEMONSTRATE THAT PLANTER ISLANDS ARE NOT FULL OF NON -SOIL MATERIALS (CONCRETE WASTE, LUMBER, ROAD BASE, GRAVEL), FULL EXCAVATION AND REPLACE WITH 18"-21" OF TOPSOIL CAN BE ELIMINATED AND IN ITS PLACE, 6" OF COMPOST CAN BE PLACED ON SUB -GRADE AND CULTIVATED INTO TOP 12" OF EXISTING SOIL TOP OF FINISH GRADE AND DEPTH OF MULCH STILL APPLIES (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 MULCH LAYERI REMOVE ALL TIES, WRAP & CONTAINERS. PERIMETER ROOTS FROM IN IH�NA i f- BFREE ALL EXCAVATE TREE PIT AT A MIN. 2 TIME A TE DIA. AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE RI PIT GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: UGHT FERTILIZER OVER PUNTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PUNTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE 3x THE ROOTBALL DIAMETER SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT MULCH LAYER. HOLD MULCH BACK FROM STEM 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 NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING 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 FINISH GRADE AT - 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL DRAWINGS (WALK SIMILAR) MULCH LAYER IEOF3M11I_F'R✓E7MiNIlI4K FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR LAWN CONDITION MULCH CONDITION SIDEWALK (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE 1" MULCH AT CRO% 1/2" ABOVE GRADE 1" ABOVE GRADE — PREPARED PUNTING NOTE: BED" III REMOVE CONTAINER & WORK ROOTS FREE SOIL BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PUNT SPACING 1 GAL. CONTAINER and LARGER PUNTED BEFORE 'MULCH— ( PUNTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PUNTS FROM EDGE OF PLANTER Q AS NOTED ON PUNT LIST SPACING AS CALLED OUT w ON PLAN/PLANT LIST BED LINE EDGE HOLD PLANTS FROM EDGE OF PLANTER CURB/WALK AS NOTED LA PUNT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SPACING DETAIL NOT TO SCALE MULCH LAYER AS- UILT 1" MAX. TOP OF CURB TO TOP OF MULCH i� MULCH AT CURB DETAIL NOT TO SCALE co J Q W T CID z W CL Q U z Q J F- cn z on 2q = N ir co L0 j Z LO JWM0O I W 0) N 0^0 N Q Q O O_�I— I< z 11- H W 1L �Z�a U UU 00 W T i fr - 1 E $ u .5 0 a` C C J i (A C C W c C1 > ++ "O N — c Q t U11 f;3� C n«F EO O Yv d m V Y PROJECT REF. FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUSURNS ENGINEERING REQUIREMENTS. O A T On Lle0 of 5 DESIGN RENEW ENGW Shannon Howard DATE 9.8.2022 J EXISTING VEGETATION WITHIN 100 FEET OF THE WELL IS TO REMAIN. NO IRRIGATION IS PROPOSED IN THIS AREA. — DRIVEWAY -SEE CIVIL PLANS WALL -SEE CIVIL PLANS IRRIGATION PLAN WEST 287TH INDUSTRIAL PARK SE 1/4, SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST --------------- - — — — - — — — — — — — — — — — — — — — — — - ALVE #9 MINE BEENE PROPOSED ' BUILDING — ' SEE CIVIL AND -- — .: ARCHITECTURAL PLANS � Im9m9re Know what's below. p C811 beforereyou you dig. Dial 811 �. . A a:. •• EXISTING !: LOGANDALE. WELL TO REMAIN. . . PROPERTY' LINE E. ! i o- I 1� -- LAWN AREA, TYP. ----� ALVE 0 8 — .. ALVE 4 7 #6 - MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION OF STEEL ENCLOSURE VALVE #5 #2 #3 v __ _________________------ --- -- -• IRRIGATION POINT OF CONNECTION WITH NEW 1' WATER METER AND 1.114" DOUBLE CHECK BACKFLOW DEVICE SEE CIVIL SET FOR WATER METER DETAIL. SEE THIS SET FOR BACKFLOW DEVICE DETAIL - MOUNT CONTROLLER INSIDE POWDER -COATED (GREEN) STEEL IRRIGATION ENCLOSURE. SEE DETAIL THIS SET. INPUT: 117VAC +/-10R, 60 Hz. OUTPUT: 26.5 VAC, 1.5 A. LOCATE IRRIGATION EQUIPMENT IN LANDSCAPE BEDS, TYPICAL. SHOWN HERE FOR DRAWING CLARITY T9 J I— Ll.l LU .. U) R. Ww LU VJ z {= J MULCH, TYP NO IRRIGATION :, TYP. RE ROCKS, TYP. Y S89'17'47=E 9000 =S.287THST - - - - - - - - - - - - - -------- w (PRIVATE ROAD)� w ____________r_____________ d_____ _____ _ V _ ._ •________________ _____________a=_ ___ _______ a • d V ET A PROPERTY LINE ROW LINE AFTER ROW DEDICATION KEY MAP 3 a Z J Q U. ir Z � O � LEGEND o EXISTING LANDSCAPING TO BE RETAINED Q _ Z � K 00 N STONE MULCH NOTES- $ IRRIGATION IS NOT REQUIRED AT STONE MULCH OR EXISTING VEGETATION TO i REMAIN. SEE SHEET L7 FOR IRRIGATION NOTES AND LEGEND. SEE SHEETS L8, L9 AND L10 FOR = CV IRRIGATION DETAILS. 0) L0 J Z U) JW(N.JOo 0000 W N CV Q Q O O J H Q H Z d H W ir �Z�a UU U 00F W V T 1 AS -BUILT Cy I L C o = � � N C W c a t 0 C Q 7 ++ v 10 O N N tV a 0 10' 20' 40' SCALE: ® i PROJECT REF FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORAMNCE m WITH THE CITY OF AUBURNS ENGWEERING ESEMS On Behalf of E DESIGN IQ Z o DESIGNGN RRENEW ENCIN Shannon Howard i 0 9 8 2022 N J GKnow alIwhat's be ore you C811 before you dig. Dial 811 PROPERTY FUT RE C C C C C C "-d' C C C C LINE C C C C ftn DkV LpPP E�1T C N T A T — — — — — — — —. —. —. —.— — - — — - — — - — —'— —.— —.— - �� _ 1 1 I J F— LU W 2 W W U) W Z_ J r. U :. Ic— G 17'47'E PROPOSED BUILDING SEE CIVIL AND ARCHITECTURAL PLANS .. * s i a nA '4 a J r 41 a �r d t. Al + 1 PROPERTY LINE ROW LINE AFTER ROW 1 DEDICATION 9 RE ROCKS, TYP. MULCH, TYP. NO IRRIGATION TYP IRRIGATION PLAN EAST 287TH INDUSTRIAL PARK SE 1/4, SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST — — — — — — j VALVE /" —_— I —= II r II = II �I III a LAWi F —.— rP. Ne VALVE #20 —_ VALVE #21 VALVE #22 —_ I; INSTALL SLEEVE IF MAINLINE TRAVELS UNDER SIDEWALKS, TYP. _ .._®BEN J. 4 A 1 4 A I . B� yy IIC�II Tpp ■�Kll�lf �� r��l��®I� � • 1N � I low — S 28TI7 rSer _ --_ (PRIVATE ROAD)_ 1 FF1 TTI A CI00 NOTJ D KEY MAP - w a Z � Q J � a Z O LEGEND a o IXISTING LANDSCAPING TO RE RETAINED Z � K � N STONE MULCH IRRIGATION IS NOT REQUIRED AT STONE MULCH OR EXISTING VEGETATION TO REMAIN. i SEE SHEET L7 FOR IRRIGATION NOTES AND LEGEND. SEE SHEETS L8, L9 AND L10 FOR IRRIGATION DETAILS. _ � J Z Tl� J W M 0i I a^W o�N N Q Q O OJ�� Q H Z d H W � �Z�,za UU U 00 W T ui� 0 In ro i C PROPERTY LINE PE i 0 z PEDESTRIAN EASEMENT REC. N0. 20181203000824 m q p 8717'47i 11.00' n I C `- I I o • aL+ A � 7 Z N C � C W c C1 > �? 10.00' I � � C c m AS —BUILT 0 10' 20' 40' I SCALE: ® i PRaccr REF FAC21-0021 THESE PUNS ARE APPROVED FOR CONFORAUNCE m WIiH THE CITY OF AUBURNS ENGINEERING � REOUIREAIENIS 1 On behaH of E � Z o DESIGN RENEW ENCIN Shannon Howard i lCi 2 y o DAIS s e zozz N l0 J Know CalIwhat's ore you p C811 before you dig. 5 Dial 811 IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.0 C ) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D) INSTALLATION OF SLEEVING. 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR. OWNER. ARCHITECT. AND LANDSCAPE ARCHITECT. 4. LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7 SUBMITTALS' A) SUBMIT FIVE (5) COPIES OF EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS -BUILT' DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC.. THE LOCATION OF THE FOLLOWING A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MANOR EQUIPMENT E) CONSTRUCTION DETAILS FROM THE PROJECT, 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, I) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. 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 WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 11. MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE 13. FAMILIARIZE OWNERS FACIUTY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 15. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMEFER OF THE PUBLISHED DATA. IRRIGATION NOTES + SCHEDULE 287TH INDUSTRIAL PARK SE 1/4, SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST 16. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF 1 DECODER, CONNECTED TO JACKETED HUNTER IDWIREI (14 GLACE), RECOMMENDED FOR WIRE PATH LENGTH UP TO 10,000 FT OR HUNTER IDWIRE (12 GUAGE) FOR WIRE PATH LENGTH BEYONE 10,000 FT UP TO 15,000 FEET. THESE MAXIMUM WIRE PATH LENGTHS ARE FOR ACTIVATING UP TO 225 HUNTER DECODERS, 6 P/MV AND UP TO 6 SENSOR DECODERS. AVOID RUNNING POWER CABLES AND DECODER PATH IN PARALLEL. ALL WIRE PATHS AND ITS BRANCHES SHOULD BE ENDED WITH PROPER GROUNDING. NEW CONSTRUCTION CAN RELY ON EXISTING WIRE PATH BY TIEING ON AND EXTENDING OUT TO SERVICE NEW CONSTRUCTION, UP TO A MAXIMUM 225 VALVES. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U L 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 SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 21. IRRIGATION SCHEDUUNG THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST Era WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL Era ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 22. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 23. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT 24 CLEANUP AND PROTECTION: DURING IRRIGATION WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE AND IRRIGATION OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. 25. PRIOR TO BACKFILLING IRRIGATION TRENCHES, LANDSCAPE CONTRACTOR SHALL CONDUCT A WATER PRESSURE AND COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR TO GIVE 3 (THREE) WORKING DAYS NOTICE PRIOR TO TEST. VALVE SCHEDULE VALVE # TYPE SIZE VALVE #1 SHRUB 1.5' VALVE #2 SHRUB 1' VALVE g3 SHRUB 1' VALVE g4 LAWN 1' VALVE #5 SHRUB 1' VALVE #6 SHRUB 1.5' VALVE #7 SHRUB 1.5' VALVE #8 SHRUB 1.5" VALVE #9 SHRUB 1.5" VALVE /10 SHRUB 1.5" VALVE #11 LAWN 1" VALVE /12 SHRUB 1.5" VALVE /13 LAWN 1" VALVE #14 SHRUB 1.5" VALVE /15 SHRUB 1.5" VALVE J16 LAWN 1.5" VALVE g17 LAWN 1.5" VALVE #18 SHRUB 1.5" VALVE #19 SHRUB 1.5" VALVE #20 SHRUB 1.5" VALVE #21 LAWN 1.5" VALVE #22 LAWN 1.5" VALVE #23 SHRUB 1.5" QUANTITY OF VALVES SHOWN IS AN ESTIMATE ONLY AND WILL NOT BE USED AS THE BASIS FOR !LANDSCAPER'S COST ESTIMATE. LANDSCAPE CONTRACTOR TO CALCULATE QUANTITY OF IRRIGATION VALVES BASED ON QUANTITY OF INSTALLED PUNT MATERIAL, TYPE OF IRRIGATION INSTALLED, AND ANY OTHER CONDITIONS THAT WOULD AFFECT QUANTITY OF VALVES IRRIGATION SCHEDULE DESCRIPIION DRIP IRRIGATION: HUNTER LANDSCAPE DRIPUNE COMPONENTS HOL-06-12-250-CV SUB -SURFACE DRIPUNE TUBING 0.6 GPH PRESSURE COMPENSATING EMITTERS WITH CHECK VALVE AT 12' ON -CENTER SPACING - ALL TUBING SHALL BE INSTALLED ON GRADE W/ 9" WIRE STAKES FOUR (4) FEET -------- ON -CENTER; VERIFY THE LAYOUT AND 18" ON -CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL ALL COMPONENTS PER MANI SPECIFICATIONS. USE HUNTER PLD-LOC FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND INUNE DRIP TUBING SPRINKLER HEADS m HUNTER MP ROTATOR WITH PRO -SPRAY POP-UP BODY AND CV DRAIN CHECK VALVE, 4' LAWN, 6' SHRUB SYMBOL NOZZLE PSI GPM RADIUS $ e o HUNIER-BQ and 6H H, Q SERIES 30 0.98, 0.51 6' i '0 b 'b No b b HUNTER-1000 8-15 F, TH. TT. H, 0 SERIES 35 0.65, 0.46, 0.37, 0.32, 0.16 8' 0 6 a e b 0 HUNTER-1000 8-15 F. TH. TT, H, 0 SERIES 35 0.65. 0.46, 0.37. 0.32, 0,16 10' 0 s 0 0 0 e HUNTER-1000 8-15 F. TH. TT, H, 0 SERIES 35 0.65, 0.48, 0.37, 0.32, 0,16 12' ID ® ® I> ® ® HUNTER-2000 13-21 F, TO. IT, H. 0 SERIES 30 1.29, 0.95, 0.74, 0.63, 0.33 15, e n HUNTER ES515, SS530 SERIES 35 1.41, 0.65 5'x30' 5'x15' ADDYL EQUIPMENT: SPRAY IRRIGATION: HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE WITH (1) STATION ICD-100 DECODER AND ACCU-SYNC ADJUSTABLE PRESSURE REGULATING DIAL. VALVE SIZE PER MAINUFACTURER'S RECOMMENDATIONS TO MINIMIZE PRESSURE LOSS. MAXIMUM 2 VALVES PER VALVE BOX ® DRIP IRRIGATION: HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE WITH (1) STATION ICD-100 DECODER AND ACCU-SYNC ADJUSTABLE PRESSURE REGULATING DIAL. VALVE SIZE PER MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE PRESSURE LOSS. MAXIMUM 2 VALVES PER VALVE BOX WSS-SEN WIRELESS SOLAR SYNC SENSOR WITH WIRELESS RECEIVER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. NOTE: WHENEVER POSSIBLE HARDWIRE PREFERRED. EXTERIOR MOUNT WITHIN MANUFACTURER'S SPECIFICATIONS FOR DISTANCE OC HUNTER ACC2 DECODER IRRIGATION CONTROLLER WITH A2C-75D-SS (POWDER COAT STEEL CABINET, VERIFY COLOR WITH OWNER). WITH ID2BLU TWO -WIRE AND ROAM -XL REMOTE. INSTALL (1) ICD-100 SINGLE STATION DECODER PER VALVE. COORDINATE SOURCE OF ELECTRICITY TO CONTROLLER WITH GENERAL CONTRACTOR. ® HUNTER ICV-200 2" MASTER VALVE (NORMALLY CLOSED) AND FCT-200 2' FLOW -SYNC FLOW SENSOR. ICV SERIES VALVE. SEE DEAIL THIS SET. WIRE FLOW SENSOR BACK TO CONTROLLER WITH PE-39 DATA CABLE P.O.C.® IRRIGATION POINT OF CONNECTION WITH NEW 1" WATER METER AND NEW WILKINS 950 XLT- 1-1/4' DOUBLE CHECK VALVE (STATE APPROVED); SEE CIVIL SET FOR CITY'S STANDARD WATER METER DETAIL TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LACK LID H PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX Q HUNTER HQ-33DLRC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE TWO KEYS AND SWIVELS - - - - - - - - - MAINLINE - SCH 40 PVC (18" COVER); SIZE PER PLAN, 2' SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); S1ZE PER PLAN, 3/4' S1ZE MINIMUM --------___= SLEEVE - SCH 40 PVC; 24' MINIMUM COVER AT VEHICLE CROSSINGS AND 18' MINIMUM COVER IN LANDSCAPE AREAS, 6' SIZE WHERE IRRIGATION MAINUNE TRAVELS THROUGH PIPE AND UNDER ROADS. 4" SIZE 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 1 3 4' 1' 1 1 4' 1 1 2" 2 FLOW GPM 1-6 8.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (Mvc) AS -BUILT PROJECT REF.. FAC21-0021 W J W U co P O Z Z O 'Q V Fr ir F- W Z = N ir ir Lfi J ZC.J Ll J W cv) 0o I 0000W�N N Q Q O O J�1-- Q 1p- Z d H W m ctZNZa (.)0(pp) ND W T p THESE PLANS ARE APPROVED FOR CONFORAUNCE WITH THE CITY OF AUBURNS ENGWEERING REWIREMENTS. On behalf of E DESIGN RENEW ENGWEER: Shannon Howa z= DATE s.e.zozz0 N it J IRRIGATION DETAILS Know CalIwhat's ore you p C811 before you dig. 5 Dial 811 SIDE VIEW DRIP IRRIGATION VALVE NOT TO SCALE O1 FINISH GRADE O2 STANDARD VALVE BOX WITH COVER: RAIN BIRD VB-STD O3 WATERPROOF CONNECTION: RAIN BIRD DB SERIES O4 VALVE ID TAG OS 30-INCH LINEAR LENGTH OF WIRE, COILED O6 1" X 3/4" REDUCING COUPLING (INCLUDED IN XCZ-LF-100-PRF KIT) O7 PRESSURE REGULATING FILTER: RAIN BIRD PRF-100-RBY (INCLUDED IN XCZ-LF-100-PRF KIT) O8 LATERAL PIPE O9 PVC SCH 40 FEMALE ADAPTOR OR REDUCER 10 REMOTE CONTROL VALVE: RAIN BIRD LFV-100 (INCLUDED IN XCZ-LF-100-PRF KIT) 11 PVC SCH 40 TEE OR ELL TO MANIFOLD 12 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 13 MANIFOLD PIPE AND FITTINGS 14 MINIMUM FOUR (4) 411x8" BRICKS TOP VIEW 287TH INDUSTRIAL PARK SE 1/4, SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST MASTER VALVE and FLOW SENSOR NOT TO SCALE PO m a Ld:L1gq PAVING SECTION PER CIVIL PLANS COMPACT BACKFILL AT 90% DENSITY (TOPSOIL BACKFILL) AT 95% DENSITY — (STRUCTURAL) PVC LATERAL SLEEVING � ALT. WIRE SLEEVE — PVC MAINLINE VALVE WIRING � PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2" NOTE: SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). DIMENSIONS ARE MIN. CLEARANCES ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS -8- OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE SCH 80 PV A FINISH 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 VALVE BOX WITH LOCKING PAVEMENT 80 PVC UNION SxS 80 PVC NIPPLE TxS LINE E INCH (3')A�� I LT GRAVEL 0 WELDED IRE MESH PROJECT REF. FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGMEERING REQUIREMENTS. On behalf of DESIGN RENEW ENGIN Shannon Howa p4TE 9.8.2022 U g A J F— W Q Z O F- Q cc F- CO Z = N H � J Z J W (NM W I 000W�N N Q Q O OJ�1-- H Q H z (L�wm �Z�a U UU 00 v W � T E o 0 � N OD J IRRIGATION DETAILS Know CalIwhat's ore you p C811 before you dig. 5 Dial 811 IRRIGATION CONTROLLER. SEE IRRIGATION SCHEDULE GALVANIZED METAL CABINET FOR CONTROLLER LINE VOLTAGE OUTLET FOR IRRIGATION CONTROLLER INSIDE PEDESTAL (OUTLET NOT SHOWN) 3/4" POWER CONDUIT: SIZE, TYPE, DEPTH PER LOCAL CODE GROUND WIRE CONDUIT, MIN. 1 1/2". GROUND PER ASIC GUIDELINES ESTAL BASE: CONCRETE PREFABRICATED 3H GRADE FOR CONTROL WIRES IRRIGATION CONTROLLER - PEDESTAL MOUNT NOT TO SCALE POP—UP 6" CLEAR OF OBSTRUCTION MULCH CONDMON FINISH GRADE PAVING — — 4 ADJUST ANGLE AT _ SPRINKLER SLOPE COVERAGE CONDITIONS. 50% OF _ RUSH AT LAWN SLOPE ANGLE —TYPICAL AND RUSH WITH - III MULCH LINE � MARLEX 9P ELBOWS SPRINKLER PVC SCH 40 PVC SCH 80 NIPPLE TEE SxSxT (SIDE INLET ONLY) PVC LATERAL NOTE MANUFACTURER'S UNITS 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 PLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE PVC SCH 80 SxT 90' ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR — TYPICAL INISIH GRADE WATERPROOF ON CUT END VALVE BOX WITH COVER TO PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE 287TH INDUSTRIAL PARK SE 1/4, SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST FINISH GRADE 05 SUB —SURFACE DRIPLINE: RAIN BIRD XF SERIES PVC DRIP MANIFOLD PIPE BLANK TUBING © 12—INCH VALVE BOX WITH PVC 1' X a/i' TRUE UNION COVER: BALL VALVE RAIN BIRD VB—STD 07 3—INCH MINIMUM DEPTH EASY FIT MALE X BARB OF a/4" WASHED GRAVEL ADAPTER: © BRICK (1 OF 2) RAIN BIRD XFF—MA-075 FLUSH POINT WITH BALL VALVE NOT TO SCALE 10 EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE 02 SUB —SURFACE DRIPUNE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON —POTABLE: XFSP DRIPLINE 03 INLINE DRIP EMITTER O TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) O TURF/FINISH GRADE OR SHRUB BED WITH MULCH NOTES 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FIRINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE —DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. DRIPLINE BURIAL NOT TO SCALE 1111rAND FINISH GRADE VALVE BOX QUICK COUPLING VALVE SUMP I C.F. 7/8" WASHED GRAVEL THREE (3) 4"x8" BRICKS MARLEX ELL — TYPICAL SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE DETAIL NOT TO SCALE B" ROUND VALVE BOX AIR/VACUUM REUEF VALVE 1/2' PVC TEE COMPRESSION ADAPTER TYPICAL DRIPLINE — TYPICAL OR BLANK TUBING — TYPICAL 1 C.F. 7/8" WASHED GRAVEL SUMP BRICK SUPPORTS NOTE: AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING), 1/2° AIR/VACUUM RELIEF VALVE DETAIL NOT TO SCA E ICD-100 DECODER ON STAKE NOT TO SCALE :'.: 1 F'I SOLAR SYNC RAIN SENSOR NOT TO SCALE U g A Gn J H W Q Z O H Q Q cc = N LEGEND: 0314'SCH. 40 PVC PIPE J Z qT POr SCH 40 PVC PIPE J W M W 3OICDI DECODER PER PLAN ^ 0 00 1 co L IZ N 40ELECTRICAL CABLE TIE N Q O (I)FINISHED GRADE O J H r= Q H Z ©VALVE PER PLAN (L F— W ir ]OTOEARTHGROUND (J_ Z NZQ U �DBRNs U U 90JACKETED IDWIRE PATH 00 W �L T NOTE EARTH GROUND TO BE A MINIMUM OF 8 AWAY FROM DUALS AND AT A RIGHT ANGLE TO THE TWO WIRE PATH LEc�xD [)i sanasmcwlMlEsssElware z�&MRSWcwuannkECON70LM S@s01ARSWWIREIESSNECEIVfR IOPCSTCPSWMLEM MGWRFA m SE IRMTRINANMRSRCIWIMO N sCnxaxEoeroE 11 C C O = C C W c C1 > t Ul f;3� 40 O iltl m U Y AS -BUILT PRWECT REF. FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORAPINCE WTH THE CRY OF AUBURNS ENONEERING DREQUIREMENTS. A On behalf ofDESIGN RENEW ENGIN ShanonHowartl DATE s.e.zozz J IRRIGATION DETAILS Know CalIwhat's ore you p C811 before you dig. 5 Dial 811 6 2"-4 166 1 9 10 11 12 13 44 R /0 p Q o I" I �.I�irrlr Ir��lil'I'I'I •I• —•I• —•I• —•I 12 OPVC EXHAUST HEADER OPVC SCH 40 TEE OR EL (TYPICAL) OBARB X MALE FITTING ®FLUSH POINT (TYPICAL) 16 O SEE DETAIL PERIMETER OF AREA ©PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM O PERIMETER OF AREA PVC SUPPLY PIPE FROM CONTROL ZONE KTT (SIZED TO MEET LATERAL FLOW DEMAND) ®PVC SUPPLY MANIFOLD O CONNECTION FROM SUPPLY MANIFOLD TO DRIPUNE (TYPICAL)— SEE INSET A DRIPLINE CENTER FEED LAYOUT NOT TO SCALE 287TH INDUSTRIAL PARK SE 1/4, SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST 10 SUB —SURFACE DRIPLINE (3BLANK TUBING 12 BARB X BARB INSERT TEE OR CROSS: 13 )¢" AIR RELIEF VALVE SEARS X FEMALE FETING: 15 Y PVC NIPPLE, LENGTH AS NECESSARY 16 DRIPLINE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION 5 14 2 8 DeiPlina Maximum LMa2i Lan9Dia (Faal) Ixel Reswrepsl ITS ON 10'BFetlry wispxng Nomlrel Flow (go) Nomlrel Flmvopm Nomlrel Flergopm oe oe oe 09 oe 09 15 273 IN 314 No 424 312 20 310 in 353 N4 No No 30 No no 413 no me 414 ao No 05 4e5 4e2 on 474 so 417 2e5 me 420 no 4n e0 IN NO No IN no 514 INS NOTES n A 1. DISTANCE BETWEEN LATERAL ROWS AND EMPTIER SPACING TO BE BASED ON SOIL TYPE, PUNT MATERIALS AND CHANGES IN ELEVATION SEE IRRIGATION SCHEDULE FOR SPACING. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PS1, Tr IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 01 FINISH GRADE/TURF 02 OPERATION INDICATOR 03 SUB —SURFACE DRIPLINE: SEE IRRIGATION SCHEDULE NOTE: 1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPUNE TUBING. 2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF I IS DESIRED TO SEE SPRAY FROM THE NOZZLE, SET THE ARC TO Y4 PATTERN THE FLOW FROM THE NOZZLE, 0.3 GPM, SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN. DRIP IRRIGATION DRIPLINE INDICATOR NOT TO SCALE NOTES: 1 DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS FOR SPACING 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 3. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, I IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FETING. O PVC SUPPLY PIPE FROM RAIN BIRD © ARE X BARB INSERT TEE CONTROL ZONE RE (SIZED TO MEET LATERAL FLOW DEMAND) 0 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH SHOWN IN TABLE O PERIMETER OF AREA 10 PVC FLUSH HEADER 13 3O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA 11 FLUSH POINT: _ SEE DETAIL ® PVC SUPPLY MANIFOLD @ PVC RISER PIPE a-s" FOLD PVC SCH 40 TEE OR EL (TYPICAL) 13 TURF OR MULCH -PTH © BARB X MALE FITTING 14 FINISH GRADE O SUB -SURFACE 15 1/1 AIR RELIEF VALVE: SEE DETAIL 1 5 4 SEE IRRIGATION SCHEDULE INSET A 1 16 DRIPUNE INDICATOR. SEE DETAIL FOR ADDT'L INFO DRIPLINE ODD CURVES LAYOUT NOTTOSCALE DRIPLINE SLOPED LAYOUT NOT TO SCALE DRIPLINE END FEED LAYOUT NOT TO SCALE NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION SEE DRIPUNE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. • LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 5OPSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. DRIP MANIFOLD BURIAL DEPTH INSET A O PVC EXHAUST HEADER @PVC SCH 40 TEE OR EL (TYPICAL) O BARB X MALE FITTING: O FLUSH POINT (TYPICAL) O5 PERIMETER OF AREA © PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA O SUB —SURFACE DRIPLINE @BUNK TUBING 09 BARB X BARB INSERT TEE OR CROSS: 10 )4• AIR REUEF VALVE 11 PVC SUPPLY HEADER 12 PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KET (SIZED TO MEET LATERAL FLOW DEMAND) 13 PVC SCH 40 RISER PIPE 14 DRIPUNE INDICATOR. SEE DETAIL FOR ADDT'L INFO Dnphne Maximum is@rel Lengtls amet) ak Paxam,1,,,g NSp•tlp onl Iw 1go) Nory w(go) is Di4 NO 4N On Ro XJ R4 see No 413 3W NO 414 40 N6 402 e52 474 aia W NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION, DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 113 OF SLOPE TO BE SPACED GREATER THAN OPTIMAL ROW DISTANCE. SEE MANUFACTURER DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • WHEN ELEVATION CHANGE EXCEEDS 8 FEET IT IS RECOMMENDED THAT A NEW DRIPUNE ZONE BE CREATED • INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 5OPS1, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FETING. O PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET 11 LATERAL FLOW DEMAND) 1 OBARB X MALE FITTING 3O PVC SUPPLY HEADER 4-6" ® PVC SCH 40 TEE OR EL (TYPICAL) DRIP MANIFOLD )SUB -SURFACE DRIPUNE BURIAL DEPTH SEE IRRIGATION SCHEDULE 1 4 3 ©FLUSH POINT: SEE DETAIL 10 O PVC FLUSH HEADER INSET A 4 8O )¢" AIR RELIEF VALVE: RSEE DETAIL ODRIPUNE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION 10 PVC RISER PIPE (D TURF OR MULCH @FINISH GRADE PROJECT REF.. FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING REDUIREAIENlS. On behalf of DESIGN RENEW EAVN Shannon How, DATE 9.8.2022 F— Z HS`f = N H � L0 J Z U) JWMOo Z OD I co W N 0000 N Q Q O O J�li- ~ Q 1_ Z d H W M �ZNa U UU 00 W T z > z C C O = N La C C W c C1 > tUI E3� C Oro 4s ip O m U rO Y 19 E 0 z O N O J S 277TH ST ~ N D Z � r i m N z SITE 44TH ST NW BOUNDARY & TOPOGRAPHIC SURVEY c� Z LEGAL DESCRIPTIONS NORZONTAL DATUM: F (PER FIRST AMERICAN TIRE INSURANCE COMPANY SUBDIVISION GUARANTEE N0. HORIZONTAL DATUM FOR THIS SURVEY 15 NAD 83/91 WA NORTH PER KING COUNT)T A) NORTHWESTERLY CORNER OF ROOF OVERHANG FROM THE ADJACENT BUILDING NCS-1084569-WAl, DATED OCTOBER 25, 2021 AT 730 AM.) KING COUNTY CONTROL POINT DESIGNATION NO 6803 WAS HELD FOR POSITION, AND CROSSES THE EASTERLY BOUNDARY LINE BY UP TO 0 57' ONTO THE SUBJECT TB A DUE BETWEEN SAID POINT NO M03 AND CONTROL POINT DESIGNATION NO 5E0S PROPERTY PARCEL A (352204-9M7): WAS HELD FOR ROTATION, BEING NORTH 0713'02" FIST B) SOUTHWESTERLY CORNER OF RODE OVERHANG FROM THE ADJACENT BUILDING BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE CROSSES THE EASTERLY BOUNDARY LINE BY UP TO 1 52ONTO THE SUBJECT SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST, W M, IN CONTROL 6803 (AKA COA 307-002) PROPERTY KING COUNTY, WASHINGTON; DESCRIPTION STONE IN MONUMENT CASE IN CL OF WEST VALLEY HWY. NORTH OF C) HOG WIRE FENCE APPURTENANT TO NORTHERLY MOCKER LIES NORTH OF AND S 292ND ST THENCE SOUTH 88'29'26" WEST ALONG THE SOUTH LINE THEREOF 30 FEET; THENCE 371H STREET NW. DOES NOT FOLLOW SURVEYED PROPERTY LINE. NORTH PARALLEL TO THE FAST LINE OF SAID SECTION, 651 18 FEET, THENCE SOUTH N.128528 02] D) GRASSY MOUND RUNNING BETWEEN SUBJECT PROPERTY AND WESTERLY ADJOINER 8629 6" WEST 474F E THEPOINT TRUEID E 1289254 413 MEANDERS ON BOTH SIDES OF AND DOES NOT FOLLOW SURVEYED PROPERTY LINE. 37TH ST NW SUBDIVISION IBEGINNING, THE LINER OF (AFFECTS PARCEL E) (REFFREEICED MR THIS SURVEY) 8629'26' WEST 325.49 FEET, CONTROL 5603 (AKA COA 107-012) THENCE NORTH V28'40" WEST 329 65 FEET, DESCRIPTION. 4X4 CONCRETE MONUMENT IN MONUMENT CASE DOWN O.6' 11 CONDITIONS. NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS THENCE NORTH 8754740" EAST 478.02 FEET MORE OR LESS TO A POINT FROM N 133835 771 CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY W6.042M1.2Q WHICH THE FACT LINE OF SAID SUBDIVISION BEARS NORTH 87'54'40" EAST 354.51 E1289459 914 RECORDED JULY 26, 2006 UNDER RECORDING NO 20060726900001 OF SURVEYS, IN VICINITY MAP AUBURN. WASHINGTON MET YEIRIIGL DATUM: KING COUNTY, WASHINGTON. THENCE SOUTH 028'40' FAST 19959 FEET MORE OR LESS TO A POINT FROM WHICH AFFECTS PARCEL B) (REFERENCES FOR MIS SURVEY) WEST, THE TRUE POINT OF BEGINNING BEARS SOUTH BORE VERTICAL DATUM FOR THIS SURE IS NAVD88 PER W OOi WSDOi VERTICAL CONTROL THENCE SOUTH WEST 14DESC MET MORE OR LESS TO THE TRUE POINT OF POINT NO 121 (GP17167-26) WAS HELD FOR ELEVATION, BEING 79 CO6'(NAVD88) 12 SURVEY PREPARED BY CONSULTING ENGINEERS, INC, GATED JULY BEGINNING EXCEPT THAT PORTION CORNERED AS FOLLOWS EXCEPT LO MONUMENT IS A STANDARD WSDOT SURFACE BRASS DISK IN CONCRETE WALK, ON 0556,BARCSHOWAUSEN 22, 2019, UNDER JOB NO 2055Q SHOWS THE FOLLOWING 37TH STREET OVERCROSSING OVER SR 167 BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST, W M, IN BOUNDARY AND TOPOGRAPHIC SURVEY (AFFECTS PARCELS A C AND C) (REFERENCED KING COUNTY, WASHINGTON, GPI ]167-26ON, FOR THIS SURVEY) N.127281 9456 THENCE SOUTH 88'29FE WEST ALONG THE SOUTH LINE THEREOF 30 ET, THENCE E1290460 4345 ME NORTH PARALLEL TO THE EAST LINE OF SAID SECTION 651 16 FEET. THENCE SOUTH 13 REGULATIONS, RESTRICTIONS AND EASEMENTS OF THE LOGANDALE WATER 88'29'26" WEST 474 FEET TO THE TRUE POINT OF BEGINNING, THENCE SOUTH Z=79 006' ASSOCIATION, IF ANY, THE EXISTENCE OF WHICH IS DISCLOSED EY RECITAL CONTAINED PARALLEL TO THE EAST LINE OF SAID SUBDIVISION 135 FEET. THENCE SOUTH IN INSTRUMENTS RECORDED DECEMBER 21Y 1920 AND FEBRUARY 17, 1995 UNDER NOTE. THERE WERE NO CITY OF AUBURN VERTICAL CONTROL IN THIS AREA DURING RECORDING NOS. 1477534 AND 9502170421 AND 4938736; AND ASSESSMENTS, IF 8629'26" WEST 90 FEET, THE TIME OF THE SURVEY. WSOOi CONTROL WAS HELD AS DISCUSSED WITH COTS ANY. WHICH MAY BE NEVI BY THE ASSOCIATION. EASEMENTS FOR WELL, PUMP THENCE NORTH O'2840' FAST 135 FEET, SURVEY DEPARTMENT PRIOR TO COMMENCEMENT OF THE SURVEY ) HOUSE AND PIPE LINES THAT AFFECT SAID PROPERIV AND OTHER ANDS ARE THENCE NORTH 8829'26" EAST 90 FEET TO THE TRUE POINT OF BEGINNING DISCLOSED HEREIN LOTMa.(AFFECTS PARCEL A) (SHOWN HEREON) PARCEL B (352204-9039): 245 245,169 +/- S F (5.628 AC +/-) BEGINNING AT THE SOUTHEAST CORNER OF SECTION 35, TOWNSHIP 22 NORTH, RANGE THE DOCUMENT ENTITLED 14 THE TERMS AND PROVISIONS CONED 4 EAST, WILIAMETTE I610 S E "MEMORANDUM OF EASEMENT SCOPE' RECORDED SEPTEMBER 24. 2019 AS RECORDING MERIDIAN, IN KING COUNTY, 28o 287TH ST AUBURN, WA 98001 20190924001290 290 OFFICIAL RECORDS GWASHINGTON,TSET(6638 AND RUNNING THENCE ALONG THE SECTION LINE SOUTH WEST 30 FEET. 6710 287TH Si AUBURN, 98001 (NO.AFFECTS (AFFECTS PARCEL DJ (SHOWN HEREON) (S THENCE NORTH PARALLEL TO THE EAST LINE OF SAID SECTION 651 18 FEET TO THE SECTION 6 6710 S 28AH Si AUBURN, WA 98001 TRUE POINT OF BEGINNING. , 28543 W VALLEY S HWY AUBURN, WA 98001 15 SURVEY PREPARED BY MRGHMSEN CONSULTING ENGINEERS, INC, DATED THENCE NORTH PARALLEL TO THE EAST LINE OF SAID SECTION 20290 FEET, THENCE 28535 W VALLEY S HWY AUBURN, WA 98001 SOUTH 8754'40' WEST 32+50 FEET, AUGUST 28, 2018, UNDER JOB NO 20411, SHOWS THE FOLLOWING THENCE SOUTH 028'4O' EAST 199 82 FEET, TA( PARCEL NU16ER5: A) GARAGE APPURTENANT TO SAID PREMISES EXTENDS ONTO WESTERLY ADJOINER THENCE NORTH 8T54'40' EAST 32450 FEET, MORE OR LESS, TO THE TRUE POINT 352204-9047, 352204-9039, 352204-9082, 3522049-04 , 3522049-028, AND BY UP TO 1 77 FEET; AND OF BEGINNING 352204-9067 B) HOG WIRE FENCE APPURTENANT TO NORTHERLY ADJOINER LIES NORTH OF AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF AUBURN, A MUNICIPAL REFERENCE SURVEYS: DOES NOT FOLLOW SURVEYED PROPERTY LINE. CORPORATION OF THE STATE OF WASHINGTON BY DEED RECORDED OCTOBER 04, 2021 CITY OF AUBURN BOUNDARY ONE ADJUSTMENT NO BLA17-0005, REC NO (AFFECTS PARCEL F) (REFERENCED FOR THIS SURVEY) UNDER RECORDING NO 2021100400169 20171208900005 16 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. RECORDING PARCEL C (352204-901 DAIS OF SURVEY: DATE UNDISCLOSED BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON RECORDING INFORMATION 4938736 SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST, W. M., IN NOVEMBER 21. 2018. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED IN FAVOR OF. LOGMEALE WATER ASSOCIATION, INC. KING COUNTY, WASHINGTON, FOR THIS PROJECT IN APRIL OF 2014 AND AUGUST OF 2018 FOR: DRILLING A WELL AND SUPPLYING WATER AND INSTAWNG A PIPE LINE AND POWER LINE AND MAINTAINING THE WATER SYSTEM THENCE SOUTH 88'29'26" WEST ALONG THE SOUTH LINE (HEREOF 30 FEET, THENCE AFFECTS (PARCEL C) AS DESCRIBED THEREIN (DOCUMENT IL1EGBlE) NORTH PARALLEL TO THE EAST LINE OF SAID SECTION 651 18 FEET. THENCE SOUTH SURVEYORS N01E5: 88'29'26" WEST 474 FEET TO THE TRUE POINT OF BEGINNING. THENCE SOUTH ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN US SURVEY "NOTICE FEET 17 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED OF PARALLEL TO THE EAST LINE OF SAID SUBDIVISION 135 FEET, THENCE SOUTH ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS" RECORDED 88'29'26" WEST 90 FEET; • THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY, AND DONT PURPORT TO SHOW OWNERSHIP LINES THAT MAY MAY 20, 2016 AS RECORDING NO 20160520000290 OF OFFICIAL RECORDS THENCE NORTH 928'40" FAST 135 FEET, (AFFECTS PARCEL B) (NOT SURVEY RELATED) THENCE NORTH 8829'26" EAST 90 FEET TO THE TRUE POINT OF BEGINNING OTHERWISE BE DETERMINED BY A COURT OF LAW NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED PARCEL D (352204-901 • UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON PRE BASED ON FIELD OBSERVATION, MARKINGS. DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD 18 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN' RECORDING BEGINNING AT THE SOUTHEAST CORNER OF SECTION 35, TOWNSHIP 22 NORTH, RANGE DATE OCTOBER 12, 2018 RECORDING INFORMATION 20181012000205 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW IN FAVOR OF: PUGET SOUND ENERGY, INC, A WASHINGTON CORPORATION AND RUNNING THENCE ALONG THE SECTION LINE SOUTH 86'29'26" WEST 30 FEET. GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED THE FOR TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY THENCE NORTH PARALLEL TO THE EAST LINE OF SAD SECTION, 516.18 FEET. THENCE ACCURACY OF THESE MARKINGS ARE 3SE AFFECTS. (PARCEL F) AS DESCRIBED THEREIN. (SHOWN HEREON) SOUTH 8829'26" WEST 300 FEET TO THE TRUE POINT OF BEGINNING, THENCE THE LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS SHOWN HEREON WE PER THE CONTINUING SOUTH 8829'26" WEST 174 FEET, ABOVE REFERENCED TITLE REPORT UNLESS OTHERWISE NOTED 19, EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. THENCE NORTH PARALLEL TO THE EAST ONE OF SAID SECTION, 135 FEET, THIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS (IE FENCE RECORDING DATEDECEMBER 3, 2018 THENCE NORTH ST29'26' EAST 174 FEET TO A POINT 135 FEET NORTH OF THE LINES. BUILDINGS, WALLS, ETC - SEE MAP FOR PARTICULARS) PER WAG RECORDING INFORMATION. 20181203OWS24 POINT OF BEGINNING, 332-130 LINES OF OCCUPATION, AS DEPICTED, MAY INDICATE AREAS OF IN FAVOR OF. CITY OF AUBURN, A MUNICIPAL CORPORATION OF KING COUNTY, THENCE SOUTH PARALLEL TO THE FAST LINE OF SAID SECTION 135 FEET TO THE POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP THIS SURVEY HAS ONLY DEPICTED WASHINGTON, ITS SUCCESSORS AND ASSIGNS TRUE POINT OF BEGINNING THE RELATIONSHIP BETWEEN LINES OF OCCUPATION AND DEEDED LINES OF FOR: PUBLIC STREET AND SIGNAL IMPROVEMENTS INCLUDING BUT NOT UNITED TO RECORD NO RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS BEEN LAYING, MAINTAINING, RELOCATING AND INSTALLING PUBUC AND REGULATED UTILITIES, PARCEL E (352204-9OM): MADE BY THIS SURVEY OR BY ANY PERSONNEL OF BARGHAUSEN CONSULTING PUBLIC SIDEWALKS, ADA RAMPS, LANDSCAPING, PUBLIC SIGNAGE, TELECOMMUNICATION THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION ENGINEERS, INC CONDUITS WITH PULL BOXES, AND SUCH OTHER IMPROVEMENTS DEEMED NECESSARY 35, TOWNSHIP 22 NORTH, RANGE 4 EAST, WIN, IN KING COUNTY, WASHINGTON, THIS IS A FIELD TRAVERSE SURVEY SPECTRA PRECISION FOCUS 30, TOPCON AFFECTS (PARCEL F) AS DESCRIBED THEREIN (SHOWN HEREON) DESCRIBED AS FOLLOWS GR5 CPS AND SPECTRA PRECISION RANGER DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLUNG 20 THE EFFECT OF DEED EXECUTED BY CARPINITO FARMS LLC TO CMPINITO BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; MONUMENTATION AS SHOWN CLOSURE RATIOS OF THE TRAVERSE ME OR 287TH, LLC, RECORDED DECEMBER 27, 2018 AS RECORDING NOS. 20181227000710, THENCE SOUTH 88'29'26" WEST ALONG THE SOUTHERLY LINE OF SAID SUBDIVISION EXCEEDED THOSE SPECIFIED IN WAG 332-130-090 ALL INSTRUMENTS AND 20181227OW711 AND 20181227000712 OF OFFICIAL RECORDS 3000 FEET, THENCE NORTHERLY PARALLEL WITH EASTERLY ONE OF SAID SECTION A EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO THE COMPANY WILL REQUIRE SATISFACTORY EVIDENCE THAT THE DEED WAS AN DISTANCE OF 51618 FEET, MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED ABSOLUTE CONVEYANCE FOR VALUE AND THAT THERE ARE NO OTHER AGREEMENTS, THENCE SOUTH 88'29'26" WEST 150 FEET TO THE TRUE POINT OF BEGINNING, PERSONNEL ORAL OR WRITTEN. REGARDING THE OWNERSHIP OR OCCUPANCY OF THE LAND THENCE CONTINUING SOUTH 88'29'26" WEST 150 FEET. THE PURPOSE OF THE TOPOGRAPHIC ELEMENTS ON THIS MAP IS FOR DESCRIBED IN THE DEED. ENGINEERING DESIGN. (AFFECTS PARCELS B. E AND F) (NOT SURVEY ROUTED) THENCE NORTHERLY PARALLEL WITH EASTERLY LINE OF SAID SECTION A DISTANCE OF • CONTOURS SHOWN ON THIS MAP IS DERIVED FROM DIRECT FIELD MEASUREMENTS. 135 FEET; THENCE NORTH BV29'26" FAST 150 CO FEET; CONTOUR ACCURACY FOR THIS MAP IS I -FOOT, BASED UPON NATION MAPPING 'PAYBACK THENCE SOUTHERLY 135 00 FEET TO THE TRUE POINT OF BEGINNING 21 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED STANDARDS AGREEMENT FOR UTILITIES DEVELOPERSEXTENSION" RECORDED JULY 2$ 2019 PS O: PARCEL F (3135M SPER E%CTAMERIC: RECORDING NO 201, 879O F OF OF OFFICIAL RECORDS ET 18 FEET OF THE FIST IRA FEET OF THE THE NORTH 135 FEET OF THE SOUTH (PER FIRST TITLE INSURANCE COMPANY FILE NO NCS-1084569-WAI, Cp D700879 (AFFECTS PARCELS A, G D, E AND F) (NOT SURVEY RELATED) SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 4 FAST, DATED OCTOBER 25, 2021 AT ] 30 AM) CTER 25,P2 "ORDINANCE , W WIUAMEIIE MERIDIAN, IN KING COUNTY, WASHINGTON; 22 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED N0. MID" RECORDED SEPTEMBER 22, 2020 AS RECORDING NO 20200922001228 OF EXCEPT THE FAST 30 FEET FOR ROAD, AND EXCEPT COUNTY ROAD 1-7. NOT SURVEY RELATED OR INTENTIONALLY DELETED. OFFICIAL RECORDS. (NOT SURVEY RENAMED) EXCEPT THAT PORTION CONVEYED TO THE CITY OF AUBURN, A MUNICIPAL 8 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. RECORDING 'ORDINANCE DATE DECEMBER 20, 1920 23 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED CORPORATION OF THE STATE OF WASHINGTON BY DEED RECORDED OCTOBER 04, 2021 RECORDING INFORMATION. 1477534 NO 6772' RECORDED SEPTEMBER 22, 2020 AS RECORDING NO 20200922001246 OF UNDER RECORDING NO 2021100400170 IN FAVOR OF. A L. MORUND AND MINNIE C. MORLAND, HIS WIFE OFFICIAL RECORDS (NOT SURVEY RELATED) FOR: ROADWAY AND WATERPIPE LINE AFFECTS (PARCEL A, C. D, E AND F) AS DESCRIBED THEREIN (SHOWN HEREON) 24 THE TERMS, PROVISIONS AND EASEMENTS) CONTAINED IN THE DOCUMENT ENTERED TEMPORARY GRADING/CONSTRUCTION EASEMENT" RECORDED JULY 22, 2021 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDING AS RECORDING NO 20210722001510 OF OMI RECORDS. DATE.FEBRUARY 14, 1927 (AFFECTS PARCELS A, B AND F) (SHORN HEREON) RECORDING INFORMATION 2306829 IN FAVOR OF PUGET SOUND POWER & UGHT COMPANY, A MASSACHUSETTS 25 NOT SURVEY RELATED CORPORATION FOR. ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM 26 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED AFFECTS (PARCEL A, C, D, E AND F) AS DESCRIBED THEREIN (SHOWN HEREON) 'EMERGENCY VEHICLE ACCESS EASEMENT" RECORDED SEPTEMBER 29, 2021 AS RECORDING NO 20210929001582 OF OFFICIAL RECORDS (OFFSITE EASEMENT 10 SURVEY PREPARED BY LEROY SURVEYORS & ENGINEERS, DATED MAY 18, 2018, BENEFNTNC SUBJECT PROPERTY) AND RESURVEYED JUNE 4, 2018, UNDER JOB NO 11937, SHOWS THE FOLLOWING' 27, EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. RECORDING DATE. OCTOBER 4, 2021 RECORDING INFORMATION. 20211004001168 IN FAVOR OF. CITY OF AUBURN, A MUNICIPAL CORPORATION OF KING COUNTY, WASHINGTON, ITS SUCCESSORS AND ASSIGNS FOR: LAVING MAINTAINING, AND INSTALLING SANITARY SEWER AND APPURTENANCES THERETO (SHOWN HEREON) RIIElA7R%S OERf t I W T R PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY AS NOTED HEREON. -M L M M "^�V� It 6% 2o21 MATTHEW K. ABBAS, P.L.S. DIATE WASHINGTON REGISTRATION NO. 20ID9892 } Z o W CD Z_ g � 2 Cn m C3 a a Q DID to Q ¢MILL (Dm�v O LE. W Z a 0CD O < ¢od o N Z W N Z Y C4 cr Q O a V Z a LL O p O m U m 1:0 m O lL Z a ¢ m m 00 LE1 Z Y a m Q U O LL 0 Y N j B - O N ELo LID N r BARMIIRE FENCE BARBED WIRE FENCE WATER TANK J / POWER POWER POLE / METER LOT `OD LIGHT a `o 2II13A 9819:11 I /C4 B STD CRT T / RIM 8 12" DF W IS .40 12" DF E -46.37 W�EFJBOx OOW POLE POWER METER W_ -W- -W� -W- -W -W MIT UNKNOWN RIM=4884' WATER LEVEL=45 30' BTM=33.19' NO PIPES FOUND LEGEND 10' ROAD & PIPELINE EASEMENT REC NO 1477534 & TEL RISER (TYP) -W--W- =W- -W- 'Od -W=W- POWER VAULT CNC UGHT BASE POWER ME ER POWER POLE PVC POWER STUB (NOTE. NOT All SYMBOLS MAY APPEAR ON THE MAP) B SURAFF MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) SET RERAR/GAP (IS045789) 0 FOUND RERAR/CAP (AS NOTED) o SET 2-2" HUB/TACN LINE STAKE 0 MAG/WASHER OR LFAD/WK (AS NOTED) BENCHMARK A}NN m LUMINAIRE (LUM) CEO YARD LIGHT G ORNAMENTAL UGHT TRWRG SK;NAL LIGHTS ❑O POWER METER O RWER POLE ® JUNCTION BOX US NOTED) ® TELEPHONE MANHOLE ❑ CATCH WIN (CB) (D STORM "NONE (SDMH) Q SWNRARY SEWER WHOLE (SSNH) CIP.INOTR (AS NOTED) ❑ GAS METER C4 GAS VALVE WATER VALVE BAD P FAUCET ,Q" FIRE HYDWT(FH) / CONNECTION(FOC) 0) WATER MANHOLE LH WATER METER BLOW -OF / Am ® MONITOR WELL a SIGN C• IRRIGATION SPRINKLER DIRECTIONAL ARROW (� HANDICAP BOUNDARY & TOPOGRAPHIC SURVEY Lw ri •.. AW SHACK CHAINLINK FENCE--_ HJNKBWIRE FENCE N88'S2.33YI 7111 58 \ CLOTHES LINE BASE -- 3YL_YEBT PIPE TEMPORARY GRADING/CONSTRUCTION EASEMENT �— REC NO 20210722001510 I 20" SEWER EASEMENT REC. NO. 20211004001168 MISC VERT LAN ESCAPE 2 5" PIPE - EDGE iPOST N) �) N89'1Y47'IW 90 ° 000 %%/ 1� FI{PE PIT / ROOF . CBING DRAW n 305'T//, FAUCET EXISTING / BUILDING°1 I FF=48 83' 1 84' � NOC CHAINLINK L OVERHANG .x}NW17'4]1W 151.1r WE 56935'�"'- OVERHANG POWER /I METER OIL TANK r az EXISTING '1 , •-C1 BUILDING LC L1 / 30>9 GRAVER, LII DECK - 0 -1 )1 4A RELLIS a 22.60' l I 82'43'02v 12QOVEMMNG 3 99, OVERHANG A UNIT T -.°.�....... _ -«_ MAILBOX -- ---- �r—�- H LINE X t--- L Sev ' 47 9D.00' J - - -- --- savn'a'E 173.9D' 1 - ivAiE�p/��'F�� TcO* Cw— -w- -w- W W w W w W- W W- _w_ 1 P O P(UO 5 a(uc) P(UG) METERWATER(X4) SS CLEANOUT O p CNC LIGHT BASE CB STD GRT T1 STEEL 0 0 (x9) '� pUiE 10L PUGEF SOUND \\`` RIM=4831' POWER & LIGHT EASEMENT HOTBOX 2" PVC POWER 12" OF W IE=44.69' 10' ROAD & PIPELINE EASEMENT REC. NO 2306829 HYDRANT 6" STUB 12" OF S IE=44J3' REC N0. 14]]534 — *— CHAIN LINK FENCE —��— WOOD FENCE HOGWIRE FENCE —•°°— SILT FENCE —0— METAL/IRON FENCE GUARD WJL/CABLE FENCE — -W— WATER LINE GAS LINE -suN- STEAM LINE TO00 TELEPHONE LINE (OH) OR (UG) Wx*! POWER LINE (OH) OR (UG) —s°— STORM LINE SEWER LINE CyCt ROCKERY KEYSTONE WALL Q DECIDUOUS TREE CONIFEROUS TREE TREE DRIPLINE CONCRETE ---_-- GRAVEL/SAND (AS NOTED) ASPHALT LL /� BUILDING LANE ABBREVNTIONS (R/) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (DP) TYPICAL (0) CALCULATED (M) MEASURED �l I 0 15 30 60 SCALE: 1'=30' i EXISTING BARN �I ASPHALT I I r I __ _ ____________________ CHIMNEY'••' £DOE; OF 'I kNDSCkPI4G I ) POWERLMETIER_ I % GAFAGyJJFP STING �,.,• 11 GI±ISF LDING C74 N]E GAS METER T)\ �jpggL,,PPE \ ROOF FRDREBApfI:AP GRAIN •. 1 END REBAR/CAP\ TJ� LS 37546 s� (AUGUST 2018) 8 26 END MONUMENT IN CASE BRASSY 0' PNCH IN CON 1� IN CONC ON HE SEC COP 35-2 35-22-4E (W Y (WGS 5603) ^9 CALCULATED E.1/4 SECS5 % 1 1 �N89'S2'33'W 4" PERF PIPE YARD 'L SW=4294' -DRAIN -- z W PVC CULV o / N WED P E I = 12* PVC C SW=42 87 ULV Q�O01 18" PVC CULV N=4298' } / OVER ANG II w IIII / J U RECNO OF WAY \J EXISTING CBUILDING CLOT $LINE 1CUP CULV 18' CM CULV I.E.E. 5E-4358' / S 43 /GAGEGE 18" CMP ULV SDMH i2 48" = .49' RIM=4684 N T% GATE �O,y W/ AGE 18" PVC S IE-4353' I/ BEX UILT EXISTING I --- - 18" PVC NW IE-43.45' BUILDING ��2 .'ONG r IIII II 224 C2NC6 CULV -ILL /1/_ f IT OVERHANG;, G,RAVFL ,� K 24" CNC CULV N N=42.96 WD IPLL / END RE8AR/CPP LS 45788 POWER POLE (AUGUST 2018) 'III I W/TRANSFORMER HOGLW FENCE 17471E 139. I I� w Pis 47546 CAP \\ I II (AUGUST 2018) f mg SHED \✓ �J I A \ # 1IIIII LANDSCAPING BOXES 11' RIGHT OF WAY DEDICATION II REC NO 20211004CO1170 DECK & /RPILENGI.---'� LANDSCAPING BOX BRICK ____- I PROPANE TANK PATIO 7TTT� I STEPS W/DECK BRICK III & HANDRAILS LANDSCAPING BLDG FP= LANDSCAPING BOX 6t SF /%7 BOA PEDESTRIAN EASEMENT ( / -1 I III REC NO 2018120300024POLE POWER POLE }M I WWIRE DROP ,3^ G4TE t 'EZ sICNAL Box (X (x2 oqG'.. BL06 H%, , / I I GUY POLE _ _I� LI 1r ANCHOR I I SIGNAL BOX w - SD SIGNAL POLE o � (X2) _ / BASE J SO O 0 NBY1]'4T1Y +I 30.01 { _____-0_____ W_ -W- 3 I CB STD GRT T1 \ RIM=4].38' CURB & GUTTER _ - __,,,,,,,_y__ ~ 0 W- R MM 4J 2548" 18" PVC SW IE=43.25' I 12" OF IE=43 89' _ _ LIGHT BASE - _ I 12" PVC N IE=,$3,41 12" DF E IE=4395' E 10'FASEMT OECD 12" DI SSW IE=43.41' \ NIi (9) �,,� CB STD GRATE T1 REC NO 6" SANITARY STAND PIPE .� GAS RIM=47.45' 20181012000205 2" SANITARY STAND PIPE \ os JS N VALVE (TYP) 12" DI E IE=44.02' 4" SANITARY STAND PIPE 12" DI S IS CB STD CRT T1 CB STD GRATE Tt� w RIM=4] 19' ') I 12" DI N IE=44.06' RIM=4630' m III 12" DI S IE=4391' m # III CB SOLID LID T1 RIM=4658' 01 N IE=43 60' W 12" 01 S IE=43.60' 12" DI W IE=43.W WATER IN 12" DI E IE=43.6G FH VALVE (TYP) I END MAG/WASHER UGHT BASE S 46315 (AUGUST 2018) SDMH i2 48" RIM=49.82' CB STD GRATE T1 18' PVC NE IE=43.85' RIM-4631 18" PVC W IE=4385' 12" DIN IE=43.81' O I I n I FIND MONUMENT IN CASE I I / AS=B I ND /BS GONG W/"Y" WITH DRILL HOLE ON 1.90' V 420 SE COR SEC 35-22-04E (WGS 6803) 96 86 1 ND 1° IP NO TAGS y S44'03'51"E FOUND WS-�n34.13' 26 GP1 ]1 W-26 BENCHMARK 006' A9 N.29M 272819456 E:1290460 4345 } Z W 1 2 cr � M . = M U) w 3 } 0) ILL. o 0 _ a W M b ¢ M Q Q r W W M O Ea W Z cocas= O ~ W Z (9 M y2 N 2 Y i�N¢ ¢ o 3 a 7- M ~ (L ILL. o v O m U - O LL w > � _ � Q v. L " J 111 v 1 . SITE PLAN LIGHTING FIXTURE SCHEDULE FIXTURE ID PHYSICAL DESCRIPTION MANUFACTURER CATALOG MOUNTING DISTRIBUTKM TYPE LAMP TYPE COLOR TEMP FIETURE WATTS LUMENS VOLTAGE MOUNBNG HEIGHT FIXTURE TILT HARDWARE P4 FLAT PANEL LITHONIA DSXt-LED- OK-T4M OLT-HS-NLTAIR2 POLE 4 LED ON in 18.635 277 25'-0" 25' POLE, BASE COVER POLE: SSS254GDM19A&DBLXDSBC4 HOUSE -SIDE SHIELD P5 FLAT PANEL LITHONIA DSX1-LED-P640K-T5MMV0LT-HS-NLTAIR2 POLE 5 LED ON 326 37,270 277 SEE PLAN 30' POLE, BASE COVER POLE: SSS301GDM19ASDBLXDSBC4 WA WALL LITHONIA ARCI LED-PI40K-MVOLT-E4WH WALL 4 LED ON 11 1,454 2T7 9'-0" 01 WALL BRACKET W4A FLAT PANEL LDHONIA D8X1-LED-P740K-T4MAT/OLT-NLTAIR2 WALL 4 LEO 4000 183 20,288 2TT 38'-0" 0° WALL BRACKET FLAT PANEL LITHONIA DSX1-LED-P&4UK-T4M4AVOLT-NLTAIR2 WALL 4 LED ON .7 23,741 2TT aS'0 0° WALL BRACKET P±p DESIGM, E LT)OR CONSULTc. 333 .=GMEIW ROR,ND O„EGON 97214 WOO Architecture, Inc. G 2M0221 COMACT JOHN ROGERS LEGEND - PHOTOMETRIC PLAN w A +0.0 CALCULATED LIGHT LEVEL, IN FOOTCANDLES(FC). LIGHT CALCULATIONS ARE AT GROUND LEVEL IN THE HORIZONTAL PLANE, UNLESS OTHERWISE INDICATED. 0.5 LIGHTING LEVEL ISOLINE, VALUE AS INDICATED IN FOOTCANDLES(FC) a-EI 4-O POLE LIGHT- SINGLE LUMINAIRE ❑- O OHO POLE LIGHT-2 LUMINAIRES b IO WALL LUMINAIRE .-0 ED LETTER DESIGNATES LUMINAIRE TYPE (REFER TO LUMINAIRE SCHEDULE) 05 ELECTRICAL SHEET NOTE DESIGNATOR MH MOUNTING HEIGHT r 1.I BUILDING-MOUNTEDLUMINAIRES TIPESW4AANDW4B: MOUNTAT33' __..___. __..... ___....__. THERWISE. 2. BUILDING -MOUNTED LUMINAIRES TYPES WA'MOUNTATVABOVE GRADE. r- PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCEWITHT ECl- F UBUR' REDUIREMENTS APPROVED BY . 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)40&8500 W W W.NELSON WORLDWIDE.COM Owner/Client Representative: Finn Name: CARPINTTO 287T11, LLC Attn: ANDY CARPINITO T: 253.854502 E-mad:ANDYC@CARPINITO.COM Tenant Rmi Name: Attn: T: %)IX.XXX.XXXX &mad:XXXX@XXX.can General CantraQar: Ram Name: TBD Attn: T: C-mail: Structural Engineer. Film Name: AHBL Attn: DREW McEACHERN T: 253.383.2422 Evnail:DMCEACHERN@AHBLCOM Electrical Engineer. Finn Name: SYSTEM DESIGN CONSULTANTS, INC Attn: JOHN ROGERS, RE T: 503.248.0227 E-mail:]OHN@SDCPDKCOM DEVELOPER CARPINITO —BROTHERS— CARPINITO BROTHERS 1148 CENTRAL AVENUE NORTH KENT, WA 98032 PROJECT 287TH STREET AUBURN, WASHINGTON Descripbon: No: Date: FOR PERMIT 06/03/2022 SEAL WWUO2/2022 CITYSTAMP' SITE PLAN Rlml Prot. No21.0001726.00 Revieweal BY: HJ ]C On behalf of Shannon Howard Fo b.a b.a b.a b.o b.o b.o b.o b.0 b.o b.o I b.0 b.0 b.0 b.0 b.o b.o b.o b.o b.o b.o b.o b.a b.a b.a b.a b.o b.o b.o b.o b.o b.o b.o 11J.0 15.0 15.0 b.o b.l b.l b.l b.l b.l b.l 1h.1 15.0 15.0 b.o b.l b.l b.l b.l b.l b.l b.l 1h.1 b.o b.o 1h.1 1h.1 1h.1 1h.1 1h.2 1h.2 b.2 b.3 .4 I 1 b.o b.i b.i b.i b.i b.2 b.3 b.3 15.4 '2.a b.1 b.1 b.1 b.1 b.2 b.3 b.4 .5 I1 Q,. 5b. WA 1.7 1 b.i b.i b.2 b.2 b.3 15.4 15.5 b.7 1h.8 .o b.2 b.2 b.3 b.3 b.4 b.6 C .7 C gg C 4, .3 1.2 b.3 b.4 b.4 b.4 .fi.55 11 b.7 b 9 i.2 1.5 i.e .7 I b. 10.5 b.6 b.7 b.e i.o i.3 i. 4.3 .4 15.6 15.7 b 6 15.9 .o i.l i 9 i. 4.5 W4 .8 b. I b.8 1 .2 4.2 .2 b. .o i.3 i 3 i.5 i.5 i.5 i 6 i.9 4.2 3 P6 b. i.l .3 3 i. i.6 .9 i.4 b. i.1 i.3 i.3 i.4 i.5 i.3 i.3 i.4 i.5 i.7 b.6 b. .2 i 3 .3 i 1 iI. z i.2 i.3 1 0. b.5 I b. .9 b 9 .9 b 9 b. b.9 .o \Ob. b.6 b.6 b.7 b.7 b.7 b.7 b. b.7 .7 S. 287TH ST, CALCULATED LIGHT LEVEL ISOUNE, VALUE AS INDICATED IN FC, (TYP.) SYSTEM DEIGN CONSULTANTSINC. RSECONDEUME1WROn RGON 97z14 5�NB032T COMACT JOHN ROGERS I b.o 15.0 15.0 15.0 15.0 15.0l I b.2 3 71 I 15.0 b.q b.o b.4 I 15.0 b. 15.0 15.0 b to .6 �.1 �.8 �3.9 �.9 32.7 �.1 �.8 4.0 �.3 '2.8 52.9 �.3 9.0 �.8 3.1 52.E 52.9 �.4 �.8 S.0 52.5 1 11 4..YJ4A 4. 4 2 4.0 4.1 �.7 �.3 �.2 �.3 �A 3.6 3.9 3.1 3.1 3.3 3.6 3.6 3.3 3.2 3.9 3.8 4.1 4.0 4.1 4.9 W4Vk.5 bl6 A 4.s 4. 5. 5.s 5.3 5.1 4.9 4.8 4.9 4.9 4.9 4.9 4.e �2.7 4.9 4.9 3.a 4.9 4.e 3.a 3.1 3.3 3.s 3.a 4.9 4.a i .9 1 .5 9 t 3.9 4. �3.93.0 �2.7 �2.5 �2.9 �2.9 �2.9 �2.9 �2.9 �2.6 �2.6 �2.6 �2.6 �2.6 �2.5 �2.5 �2.5 �2.5 �2.5 �2.6 �2.8 3.1 �3.2 3.9 b 1 .1 !�3 .7 4 2 �.8 2.9 �.6 �. .0 i.9 i.9 i.8 i.s Ke �.2 �A �A �.3 �.3 �.1 .0 i.9 29 i.9 .1 �A �.5 4 b. .1 .s/ .9 .T .1 .9 1.4 2 3 i.T 5 - 4.9 "4.0 i.e i.6 i.4 i.3 i.3 i.4 i.4 i.s 1.7 4 0 '.2 4.3 '.2 .0 1.8 in i.s i.9 i.9 i.9 i.s 1.7 1.7 i.8 1 2 i. i 66 1/ .9 i 3 i. b.7 I y�.9 VAq 0 i.3 i.4 i.5 i.4 iA i.5 i.4 i.2 b.9 i 9 �" 0 i.2 1.s i.8 4.1 4.9 '.3 1r.9 1.6 i.3 i.1 i.1�O-t:o -i:a�i.1 i.2 i.3 i.s i.3 i.6 'l�0 2.0 i.8 i.3 lb. .6 Ib.4 C C C C C C C C C C � 1 � I 8 9 i. 1 z i b 9 b.e b.8 b.7 b.7 b.7 b.7 b.e b. i.2 1.4 i. 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LIGHT CALCULATIONS ARE AT GROUND LEVEL IN THE HORIZONTAL PLANE, UNLESS OTHERWISE INDICATED. 0.6 LIGHTING LEVEL ISOLINE, VALUE AS INDICATED IN FOOTCANDLES(FC) a-EI �O POLE LIGHT- SINGLE LUMINAIRE ❑- O OHO POLE LIGHT-2 LUMINAIRES b IO WALL LUMINAIRE ._D ED LETTER DESIGNATES LUMINAIRE TYPE (REFER TO LUMINAIRE SCHEDULE) 05 ELECTRICAL SHEET NOTE DESIGNATOR MH MOUNTING HEIGHT r MOD Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)408-6500 W W W.NELSON WORLDWIDE.COM Owner/Client Representative: Finn Name: CARPINITO 287TH, LLC Attn: ANDY CARPINITO T: 253.854502 E-mad ANDYC@CWPINITO.COM Tenant Rml Name: Aft: K`000( T: JOIX.X]IX.)00IX E-mad:X @OIX.can General CantrnRar: Firm Name: TBD Attn: T: E-mail: Structural Engineer. Film Name: AHBL Attn: DREW McEACHERN T: 253.383.2422 Evnail:DMCEACHERN@AHBLCOM Electrical Engineer. Flan Name: SYSTEM DESIGN CONSULTANTS, INC Attn: JOHN ROGERS, RE T: 503.248.0227 E-mall:]OHN@SDCPDKCOM CARPINITO -BROTHERS- CARPINITO BROTHERS 1148 CENTRAL AVENUE NORTH KENT, WA 98032 PROJECT 287TH STREET AUBURN, WASHINGTON DeKripbon: No: Date: FOR PERMIT 06/03/2022 SEAL WWv UO2/2022 CITYSTAMP' SITE LIGHTING PHOTOMETRIC PLAN 1.I BUILDING_MOUNTEDLUMINAIRES TIPESW4 ANDW413: MOUNTATW' THERWISE. ('� 1L a 2. BUILDING -MOUNTED LUMINAIRES TYPES WA'MOUNTATVABOVE J GRADE. PROJECT PER FAC21-0021 Prot. No21.0001726.00 Reviewed By: HJ THESE PLANS ARE APPROVED FOR ]O CONFORMANCE WITH THE CITY OF AUBU On behalf of Shannon Howard = W � � G SD S SD _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 13+00 �y _ _W� _w_ _w— _y _w_ _w_ _W� _W_ _y _w_ _W_ _w_ _W� -w- _yam- _w_ _W- -W- 11 P(UG) G 1. 000_00 EXIST. NEW DESCRIPTION ® Z [fl m 0 1] JUNCTION BOX TYPE 1,2 ROADWAY SCALE LIGHT ® SERVICE CABINET CONDUIT/CONDUCTOR OROADWAY POLE NUMBER OCONSTRUCTION NOTE AWIRE NOTE P(UG) G G V -W- -W- -W— -w- -W- -W- -w- -w- -w— -"` -w- -w- -W -w- -W -W- SD w V) V) W U U Q W t— llsN 0 In ON! 3 ^o Lpj J m Ur) F W W ZJ 2W �N p P off EX PROPERTY LINE O 15+00 S z87TH ST 16±g0---------- ---- o 14+00 — _ 17 00 So � SD 00 _W W- -W- -W- _W_ -w- _W— _ _ _ _w_ _µme _W_ _W_ _w_ _w— _w_ _'Tv _w_ _w_ _w_ _W— _w- _w_ _w_ _ _ _µme. -W---W- _w_ _yam _w_ _ _W- _w_ _ _ _W_ _µ- _ _ — _ _ - SD \ W -}____________________________________ ______________ £ w w w- w w- _ __ ____-__ _-__________ s ti 8 W w _w_ - � E _________ -W _W_ _W 41 LQ P(UG PNG) 3 P(UG) G GPNG) G P(UG) I _ G P(UG) G - G _ - -- 7 n ® U W 7 7 �X� x x ILLUMINATION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER CITY OF AUBURN STANDARD DETAIL T-19.3. FURNISH AND INSTALL NEW POLE AND LUMINAIRE PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND CITY OF AUBURN DETAILS T-18.3, T-19.3, AND T-20.2. OREMOVE EXISTING LUMINAIRE POLE. SEE TRAFFIC SIGNAL MODIFICATION PLAN SHEET TS-Of. RELOCATE EXISTING LUMINAIRE TO NEW POLE. SEE CONSTRUCTION NOTE 10. OREMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. INTERCEPT EXISTING CONDUIT AND EXTEND NEW CONDUIT TO NEW JUNCTION BOX. ® EXTEND NEW CONDUIT TO JUNCTION BOX INSTALLED BY ADJACENT DEVELOPMENT. S NEW TYPE 8 TRAFFIC SIGNAL JUNCTION BOX. SEE TRAFFIC SIGNAL PLAN FOR MORE DETAILS. ©DISCONNECT EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX. PULL NEW ILLUMINATION CONDUCTORS PER ILLUMINATION WIRING SCHEDULE. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS USING CITY APPROVED SPLICE KIT. O EXISTING LUMINAIRE POLE TO REMAIN. O8 EXISTING SIGNAL POLE MOUNTED LUMINAIRE TO REMAIN. OFUTURE LUMINAIRE POLE AND JUNCTION BOXES TO BE INSTALLED WITH ADJACENT PROPERTY DEVELOPMENT. 10 CONSTRUCT FOUNDATION PER CITY OF AUBURN STANDARD DETAIL T-19.3. FURNISH AND INSTALL NEW POLE AND RELOCATE EXISTING LUMINAIRE PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND CITY OF AUBURN DETAILS T-18.3, T-19.3, AND T-20.2. INSTALL APS PUSHBUTTON & PEDESTRIAN SIGNAL HEAD ON NEW LUMINAIRE POLE, SEE SHEET TS-01 FOR MORE DETAILS. LITH LITH CTB 07-29-2022 TENW #2021-211 ILLUMINATION WIRING SCHEDULE QRACEWAY CONDUIT SIZE NEW ILLUM /8 NEW EQUIP. GRND. DET. MULE TAPE CONDUIT FILL ALLOW FILL (NEW) ALLOW. FILL (EX) NO. 1 2 SCH40 PVC 2 1 0.168 0.856 2 3 SCH40 PVC SPARE 1 1.890 EX 2 SCH80 PVC 2 1 0.168 --- 1.150 3 EX 2 SCH80 PVC SPARE 1 1.150 2 SCHSO PVC 2 1 0.168 0.747 --- 4 2" SCHSO PVC SPARE 1 --- 0.747 --- EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. MATCH EXISTING CONDUIT SIZE AND TYPE. V T E N W Transportation Engineering Northwest neaonc.a� nrlan..,re cevan .,anc Imwn a 0a mfim• se rim smen, wne am, neue.�e, wnseooa I once 142s1 eesc7n RgetlC WOO Glen Mwl mn„e 4z-250,asa2 INIn, N 10 40 0 20 60 SCALE IN FEET CARPINITO BROTHERS 1148 CENTRAL AVE N KENT, WA 98032 ATTN: MR. ANDY CARPINITO ANDYC@CARPINITO.COM (206) 414-7600 PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING REQUIREMENT,,S.i DEV. REVIEW ENGINEER: On behalf of DATE APPROVED: 9820M Shannon Howard DMWING NO.. CARPINITO BROTHERS WEST VALLEY IL-01 HIGHWAY SHED NO- 1 OF ILLU INATION PLAN 7 _R"" SHEETS EX R/W _w- LL ULNU EXIST. NEW DESCRIPTION ® Z m m 0 10 JUNCTION BOX TYPE 1,2 ROADWAY SCALE LIGHT ® SERVICE CABINET CONDUIT/CONDUCTOR OROADWAY POLE NUMBER OCONSTRUCTION NOTE AWIRE NOTE = P(OH) P(O II so I II 8+00 I I (0 II LITH LITH I\\ I NEW RIN ------4 -------------------------- ^T .olnM__• p 9 ___________________ _____________________________ __________________ D W- so so so so so c c c c OO WEST VALLEY HIGHWAY 10+00 ILLUMINATION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER CITY OF AUBURN STANDARD DETAIL T-19.3. FURNISH AND INSTALL NEW POLE AND LUMINAIRE PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND CITY OF AUBURN DETAILS T-18.3, T-19.3, AND T-20.2. OREMOVE EXISTING LUMINAIRE POLE. SEE TRAFFIC SIGNAL MODIFICATION PLAN SHEET TS-Of. RELOCATE EXISTING LUMINAIRE TO NEW POLE. SEE CONSTRUCTION NOTE 10. OREMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. INTERCEPT EXISTING CONDUIT AND EXTEND NEW CONDUIT TO NEW JUNCTION BOX. ® EXTEND NEW CONDUIT TO JUNCTION BOX INSTALLED BY ADJACENT DEVELOPMENT. S NEW TYPE 8 TRAFFIC SIGNAL JUNCTION BOX. SEE TRAFFIC SIGNAL PLAN FOR MORE DETAILS. ©DISCONNECT EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX. PULL NEW ILLUMINATION CONDUCTORS PER ILLUMINATION WIRING SCHEDULE. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS USING CITY APPROVED SPLICE KIT. O7 EXISTING LUMINAIRE POLE TO REMAIN. O8 EXISTING SIGNAL POLE MOUNTED LUMINAIRE TO REMAIN. OFUTURE LUMINAIRE POLE AND JUNCTION BOXES TO BE INSTALLED WITH ADJACENT PROPERTY DEVELOPMENT. 10 CONSTRUCT FOUNDATION PER CITY OF AUBURN STANDARD DETAIL T-19.3. FURNISH AND INSTALL NEW POLE AND RELOCATE EXISTING LUMINAIRE PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND CITY OF AUBURN DETAILS T-18.3, T-19.3, AND T-20.2. INSTALL APS PUSHBUTTON & PEDESTRIAN SIGNAL HEAD ON NEW LUMINAIRE POLE, SEE SHEET TS-01 FOR MORE DETAILS. CTB 07-29-2022 TENW #2021-211 I 11+00 ILLUMINATION WIRING SCHEDULE QRACEWAY CONDUIT SIZE NEW ILLUM /8 NEW EQUIP. GRND. DET. MULE TAPE CONDUIT FILL ALLOW FILL (NEW) ALLOW. FILL (EX) NO. 1 2 SCH40 PVC 2 1 0.168 0.856 2 3 SCH40 PVC SPARE 1 1.890 EX 2 SCH80 PVC 2 1 0.168 --- 1.150 3 EX 2 SCH80 PVC SPARE 1 1.150 2 SCH80 PVC 2 1 0.168 0.747 --- 4 2" SCH80 PVC SPARE 1 --- 0.747 --- EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. MATCH EXISTING CONDUIT SIZE AND TYPE. 12+00 g—Z 10 40 0 20 60 SCALE IN FEET i _w- _ PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING REQUIREMENTS DEV. REVIEW ENGINEER: On dam of DATE APPROVED: 9.8.2022 Shannon Howard DRAWING NO.. `SST e' TEN W CARPINITO BROTHERS CARPINITO BROTHERS WEST VALLEY IL-02 " ° 1148 CENTRAL AVE N HIGHWAY F v Engineering KENT, WA 98032 Transportation En ineenn NorihWesf gt• .,anlpa nPl �., Il ,g' I.,mieimw la Oa mfm' ATTN: MR. ANDY CARPINITO SHEET No. a 'Af �o P ileaose em smeel.s�ne am.aeue.e, wn9ema I aneel4ul B89c9n 2 i"�Isre^"�:+� wae=Icomaa ol,n D�e,aw ANDYC@CARPINITO.COM Dr ZONAL Pb,� 4u.,,oWO (206)414-7600 ILLU INATION PLAN 7 47-20--2422 1 &QmRI III T SHEETS ILLUMINATION POLE SCHEDULE LUM. STREET MOUNT. ARM LUMINAIRE TYPE — WATTS POLE BASE SERVICE POLE NAME STATION OFFSET HEIGHT LENGTH OLTAGE DISTRIBUTION TYPE TYPE TYPE CIRCUIT COMMENT NO. Oi S 287TH ST 18+39.0 45.5' LT 35' 12' 240 EX EX TAPERED FIXED EX SVC#2, FOUNDATION PER CITY OF AUBURN STANDARD ALUMINUM ILLUM A DETAIL T-19.3. O W VALLEY HWY 10+37.0 40.0' LT 35' 12' 240 LEOTEK 206/LED TAPERED FIXED EX SVC#2, FOUNDATION PER CITY OF AUBURN STANDARD GCL2—SOJ—MV-40K-3R—GY-295—PCR7—WL ALUMINUM ILLUM A DETAIL T-19.3. GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF AUBURN DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE NOTED. 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL TO THE CITY INSPECTOR AT MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. MATERIALS WITHOUT CITY INSPECTOR APPROVAL SHALL NOT BE ALLOWED ON THE JOBSITE. 4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY IMMEDIATELY UPON DAMAGE. 6. ILLUMINATION CONDUIT TO SHARE TRENCH/CROSSING WITH OTHER UTILITIES WHERE POSSIBLE AND AS APPROVED BY THE CITY, TYP. COORDINATE TRENCH SHARING WITH THE GENERAL CONTRACTOR. 7. CONTACT THE CITY OF AUBURN (253-931-3010) FOR INSPECTION AS NECESSARY. B. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. BVL 1 1 07-29-2022 BVL I I TENW #2021-211 CTB CALCULATION SUMMARY TARGEACTUAL DESIGN CRITERIA MIN. AVG. MAX. MAINTAINED UNIFORMITY (FC) RATIO CALCULATION AREA (AVG. /MIN.) WEST VALLEY HIGHWAY 1.40 3.00:1 (PRINCIPAL ARTERIAL) 1.72 2.87:1 S 287TH ST 0.60 3,00:1 (LOCAL NON—RESIDENTAL) 0.60 3.00:1 INT. WEST VALLEY HWY & 2.f0 3,00:1 S 287TH ST (PRINCIPAL ARTERIAL) 2.43 2.70:1 2.00 3.00:1 CROSSWALK 2,2g 2.54:1 �yNw 1. •A � R. 6tias,.�s��°�rW OA AL ILLUMINATION WIRING DIAGRAM 2 E E E E I E S 287TH ST SPLICE TO E E E E E E E EXISTING CONDUCTORS 1 LLUM A = �n17 EX SVC /1 ILLUM B 13 E w PRIVATE SYSTEM ILLUM C N EX SVC y2 ILLUM A IIU1 CITY SYSTEM W 3 NOT TO SCALE E PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING REQUIREMENT$. DEV. REVIEW ENGINEER: On behalf of DATE APPROVED: 9.8 2022 Shannon Howard TEN W CARPINITO BROTHERS CARPINITO BROTHERS WEST VALLEY 1148 CENTRAL AVE N HIGHWAY Transportation Engineering Northwest KENT, WA 98032 neaTllnl k�enn.s�ne m.leeeii n,wnsema°I mn�elsu�eesc�n ATTN: MR. ANDY CARPINITO Rgec,Con,atl G,eo Dug„�„ ANDYC@CARPINITO.COM no es (206) 414-7600 ILLUMINATION PLAN DMWING NO.. IL-03 SHEET NO.. 3 OF SHEETS IL-14p!II:III:]iI944 FIXTURE: COBRA HEAD WATTAGE: 132W LED MOUNTING HEIGHT: 35, ARM LENGTH: 6' 10+00 EX LUMINAIRE POLE FIXTURE. COBRA HEAD WATTAGE: 70W LED MOUNTING HEIGHT: 35' ARM LENGTH: 6' O fn + N= ^ (D bsd.+ ba bJ bs b z b 2 b 2 b 2 bz bz brz bx bx bx bz bz bz bz bz ba b+bs ba-ba Dob be be E.s bs Ds bs b.e E.`e�.a Q ~Jg a bbDDs+ b.JbJJ bs bn bbzb z b.b z b 2 b 2 bb 2 bz bz nbDbb3 bbs b s +bbs z b +bb.sss bbas bD,.a b. ebb.es bbaaz zbt1tso 103 .z z 1� bDz b z b z z zb= b s b s b 3 b,3 b b+b5 ba b, e+l tz q; b.zbab , 09 iz 4 b.3 b.z b.z 2 b2 b 2 bs b2 b.b+l 6WO Dbz b+b.+bbb, e dt 2 b2 2 D o b.22i0b+bs bs bs bz D4Eis i 2 2 bz bz bz b2 D.2 b 2 bz x F. ELI = WN IOEX LUMNAIREPLE t FIXTURE: COBRA HEAD WATTAGE: 7OW LED MOUNTING HEIGHT: 35' ARM LENGTH: 6' LEGEND EXIST. NEW DESCRIPTION " ROADWAY SCALE LIGHT S 287TH ST b!b=b2b=b2d.202UZ"----- �t-st.z bfe.a-�S, an2 D 2 b z 1.2 1 2 b s b s D.z b.z n O M1 + NLu _ w b.e ba to.\q },?-i-i_'zz to bs bs eb, bab �3 b3D. 3 b 3 b 3 bs bs b z D 3 b 3 b 3 bs bs bz b 3 bJ bJ b+b+bs Dc Do eba5 S.s Ss bzb, 3 d 3 b 3 bs b s b x b z d 3 bJ bs bs bs b a b e bJb b+bs be b, elo zla li I, x, xe b0 bJ b 3 b 3 b 3 b 3 o b s b s b a b e to tz in le EX LUMINAIRE POLE FIXTURE: COBRA HEAD WATTAGE: 7OW LED MOUNTING HEIGHT: 35, ARM LENGTH: 6' a S 287TH ST s5 so ,>v. a 5 a is 1+ 210 b b ee bbL z . s .tbz x dx bz bz bz nb.6b.51s b4 13\1 z bbb z bb z D,be a s 03z z b.zb31,2 b=z b.2 d.2 b 2 b= b z ll o b s bz Dbb b, b b, b, + bn D3 bEs .z b s 3 a t s b0 be b, bs bs ebn D3 D3 bJ bs bs b2 b2 b.2b z b 3 bs bs bz b.3 b.J bo +bs b.a Deb. b.e io 6 i is 1.+'ls la beb,babsb b+bs bs bs b35s bs be bz bz ba bz bs bs bs b.J bJ bJ b+b+bs be b, be to Sz la Ss za 1a 1s1 SS Ds . a. x, b, b.3d b b b b b b 10D/i EX LUMINAIRE POLE FIXTURE: COBRA HEAD WATTAGE: 70W LED MOUNTING HEIGHT: 35' ARM LENGTH: 6' CALCULATION SUMMARY ,,R ACTUAL DESIGN CRITERIA MIN. AVG. MAX. MAINTAINED UNIFORMITY (FC) RATIO CALCULATION AREA (AVG. /MIN.) WEST VALLEY HIGHWAY 1.40 3.00.1 (PRINCIPAL ARTERIAL) 1.72 2.87.1 S 287TH ST 0.60 3 00:1 (LOCAL NON-RESIDENTAL) 0.60 3.00.1 INT. WEST VALLEY HWY & 2.10 3.00:1 S 287TH ST (PRINCIPAL ARTERIAL) 2.43 2.70:1 2.00 3.00:1 CROSSWALK 2.29 2.54:1 o, bab 5 b s D J o J EX PROPERTY LINE ., b� is fi e tb3 bs bombs bz D3 b3 b3 O ba bs bs +be bJ b35s bs b z b z b 3 b 3 b 3 bs bn b.3 D.3 ba b+bs + 4.e b., b.a bs b+ 5 bs b 3 b 3 b 31 �+3Db.3 bs bnD I b3 +bs ba b, De ].012 Iz is S.+S.a 55 5. O b.e b.a bs b.s •b4 ba b.J b.J bs bs be bm U bJ b3 b+b+b5 bab bs t01 tz 1 1 i x 5 4J t9 3 s b3 3bb D5 b.bs b.aD_zb.eb.b!Es bs b.z b.z ba bJ bJ-bs bz bz b.+d+ bbD.zb..3b=besD.z b.J bs E.a bs b�b�b.+b+bs ba tla bs JA z1+ a b 2 D.2 b.2 b.2 b s b 3 b.3 D.3 )A 1 4 i.0 i.z I t, 1 k s k.s k.s k° � W bs ba b., D z 5.05.21. 5.,]. 2k2 4 ? y 2W ti In EX LUMINAIRE POLE FIXTURE: COBRA HEAD x -WATTAGE: 70W LED MOUNTING HEIGHT: 35'- x ARM LENGTH: 6' ILLUMINATION POLE SCHEDULE LUM. STREET MOUNT. ARM LUMINAIRE TYPE - WATTS/ POLE BASE SERVICE/ POLE NAME STATION OFFSET HEIGHT LENGTH VOLTAGE DISTRIBUTION TYPE TYPE TYPE CIRCUIT COMMENT NO. O S 287TH ST 18+39.0 45.5' LT 35' 12' 240 EX EX TAPERED FIXED EX SVC,#2, FOUNDATION PER CITY OF AUBURN STANDARD ALUMINUM ILLUM A DETAIL T-19.3. O W VALLEY HWY 10+37.0 40.0' LT 35' 12' 240 LEOTEK 206/LED TAPERED FIXED EX SVC=#2, FOUNDATION PER CITY OF AUBURN STANDARD GCL2-80J-MV-40K-3R-GY-295-PCR7-WL ALUMINUM ILEUM A DETAIL T-19.3. BVL 1 1 07-29-2022 BVL I I TENW #2021-211 CTB t r. R. a�b's' f0Y5��.O`rv, OA AL 1TENW Transportation Engineering Northwest nn.pn rlo"� De I ,gn I Tmnn �c Impna opembm. neoosennnbn rim smee,, wne am.Beue.ne, wnaem+ I oncelain&Os 747 RgetlC WOO Glen DUB,euJ mn„e 4zs.250,W2 N i f0 40 0 20 60 SCALE IN FEET CARPINITO BROTHERS 1148 CENTRAL AVE N KENT, WA 98032 ATTN: MR. ANDY CARPINITO ANDYC@CARPINITO.COM (206) 414-7600 PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING REQUIREME TS DEV. REVIEW ENGINEER: On behalf of DATE APPROVED: 98.2022 Shannon Howard DRAWING Na. CARPINITO BROTHERS WEST VALLEY IL-04 HIGHWAY SHED NO.. 4 OF _R HOTIII T TRIC CALCULATIONS 7 SHEETS MATCH LINE STA 18+00 SEE SHEET IL-03 ti O1� 9 Czx N LUMINAIRE POLE INSTALLED ® b EW a� ` WITH ADJACENT DEVELOPMENT / `\\ FIXTURE: COBRA HEAD J V WATTAGE: 205W LED EX LUMINAIRE POLE / ® v v 2 MOUNTING HEIGHT: 35' FIXTURE: COBRA HEAD - 1 s ARM LENGTH: 12' WATTAGE: 185W LED + W -' MOUNTING HEIGHT: 35' a ARM LENGTH: 6' „Tti�1L II/Ul mtl II■F� -- i .dL'11 ILfL IL4A LWI a f _ NEW R/W NEW R W EX R/W P >' a = a - WEST VALLEY HIGHWAY _ EX a - P a sfoa m -c: a COO '�0 .. H1 N 0 - 12+00 w----------------------------------- - LEGEND EXIST. NEW DESCRIPTION C---):� " ROADWAY SCALE LIGHT EX TRAFFIC SIGNAL POLE MOUNTED LUMINAIRE FIXTURE: COBRA HEAD WATTAGE: 132W LED MOUNTING HEIGHT: 35' ARM LENGTH: 14' ILLUMINATION POLE SCHEDULE LUM. STREET MOUNT. ARM LUMINAIRE TYPE - WATTS/ POLE BASE SERVICE/ POLE NAME STATION OFFSET HEIGHT LENGTH VOLTAGE DISTRIBUTION TYPE TYPE TYPE CIRCUIT COMMENT NO. O S 287TH ST 18+39.0 45.5' LT 35' 12' 240 EX EX TAPERED FIXED EX SVCr#2, FOUNDATION PER CITY OF AUBURN STANDARD ALUMINUM ILLUM A DETAIL T-19.3. O W VALLEY HWY 10+37.0 40.0' LT 35' 12' 240 LEOTEK 206/LED TAPERED FIXED EX SVC#2, FOUNDATION PER CITY OF AUBURN STANDARD GCL2-80J-MV-40K-3R-GY-295-PCR7-WL ALUMINUM ILEUM A DETAIL T-19.3. BVL 1 1 07-29-2022 BVL I I TENW #2021-211 CTB V T E N W Transportation Engineering Northwest neaona� nrlan..,re cevan .,anc mHnn a 0a mfi�m. c.se rim smen, wne am, neue.�e, wnseooa I once 142s1 eesc7n RgetlC WOO Glen Mwl mn„e 4zs.250,W2 CALCULATION SUMMARY TARGEACTUAL DESIGN CRITERIA MIN. AVG. MAX. MAINTAINED UNIFORMITY (FC) RATIO CALCULATION AREA (AVG. /MIN.) WEST VALLEY HIGHWAY 1.40 3.00:1 (PRINCIPAL ARTERIAL) 1.72 2.87:1 S 287TH ST 0.60 3.00.1 (LOCAL NON-RESIDENTAL) 0.60 3.00:1 INT. WEST VALLEY HWY & 2.10 3.001 S 287TH ST (PRINCIPAL ARTERIAL) 2.43 2.701 2.00 3.00:1 CROSSWALK p.Y9 2.54:1 CARPINITO BROTHERS 1148 CENTRAL AVE N KENT, WA 98032 ATTN: MR. ANDY CARPINITO ANDYC@CARPINITO.COM (206) 414-7600 jiiiiio—z 10 40 0 20 60 SCALE IN FEET PROJECT REF: FAC21-0021 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING REQUIREME T . DEV. REVIEW ENGINEER: On behalf of DATE APPROVED: 9.8.2022 Shannon Howard DRAWING NO.. CARPINITO BROTHERS WEST VALLEY IL-05 HIGHWAY SHED NO.. 5 OF _R HOTIII T TRIC CALCULATIONS 7 SHEETS SIGNAL CONSTRUCTION NOTES I SEE ILLUMINATION PLAN, SHEET IL-02, AND POLE S1 PLACEMENT DETAIL, THIS SHEET, FOR FOUNDATION & BASE PLATE INSTALLATION. RELOCATE EXISTING APS PEDESTRIAN PUSHBUTTON AND EXISTING PEDESTRIAN SIGNAL HEAD TO NEW LUMINAIRE POLE. PUSHBUTTON SHALL FACE EAST, PARALLEL TO CROSSWALK. OFOLLOWING REMOVAL OF EXISTING TRAFFIC SIGNAL CONDUCTORS (SEE CONSTRUCTION NOTE 5). REMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. INTERCEPT EXISTING CONDUIT AND EXTEND NEW CONDUIT TO NEW JUNCTION BOX. O3 NEW TYPE 8 ILLUMINATION JUNCTION BOX. SEE ILLUMINATION PLAN FOR MORE DETAILS. O4 DISCONNECT EXISTING TRAFFIC SIGNAL CONDUCTORS AND REMOVE EXISTING TRAFFIC SIGNAL CONDUCTORS BACK TO CONTROLLER CABINET. ODISCONNECT EXISTING IMPACTED TRAFFIC SIGNAL CONDUCTORS IN CONTROLLER CABINET AND REMOVE EXISTING CONDUCTORS. PULL NEW TRAFFIC SIGNAL CONDUCTORS AND TERMINATE IN EXISTING CONTROLLER CABINET. ORELOCATE EXISTING APS PEDESTRIAN PUSHBUTTON AND EXISTING PEDESTRIAN SIGNAL HEAD TO NEW STREET LIGHT POLE, PER CONSTRUCTION NOTE 1. REMOVE EXISTING LUMINAIRE POLE. RETURN SALVAGED EQUIPMENT TO THE CITY. REMOVE EXISTING FOUNDATION TO MIN, 24" BELOW FINISHED GRADE. O7 FURNISH AND INSTALL NEW TYPE 8 TRAFFIC SIGNAL JUNCTION BOX. SIGNAL WIRING SCHEDULE (AFFECTED RUNS ONLY) CONDUIT SIZE 7 HEn1i PEPPBD 5C BUTTON 2C(SH) DETECT. 3C(SH) VIDEO DETECT. DRND' r ' TRACER WIRE CONDUIT FILL ALLOW. (NEW) ALLOW. (EXIST.) NO. EX. HEEX. NEW EX. NEW EX. NEW EX. NEW EX. NE EX. NE I EX 3 SCH40 PVC 1 1 1 1 1 2 1 2 1 1.60 --- 1.92 EX 2 SCH40 PVC SPARE 1 0.87 2 EX 3 SCH80 PVC 1 1 2 2 1 1.10 --- 1.92 EX 2 SCH80 PVC SPARE 1 0.87 3 NEW 3 SCH80 PVC 1 1 2 2 1 1.10 1.92 --- NEW 2 SCH80 PVC SPARE 1 0.87 4 NEW 2 SCH40 PVC 1 1 1 0.37 0.87 5 NEW 3 SCH80 PVC SPARE 2 2 1 0.87 1.92 --- NEW 2 SCH40 PVC 1 0.87 6 EX 3 SCH80 PVC 2 2 1 0.87 --- 1.92 EX 2 SCH80 PVC SPARE 1 0.87 7 EX 3 SCH40 PVC 2 2 1 0.87 1.92 SIGNAL DISPLAYS 12" ® 12" Y 12" ® 12" �r 12" ® FYA 12" © PEDESTRIAN HEADS 12" ® EX :88 VEHICLE HEADS RELOCATED :89 EX :41,42 VEHICLE HEADS :61,62 EX :71 :81,82 PHASE DIAGRAM of BLANK BLANK 05 BLANK SIGN LEGEND s sr 287TH NO Sf EX STREET (sa" w x NAME SIGN 16"H) 53 TU R N EX R10-1fA Q N (30" W X 36"H) s WEST VALLEY HWY RED 52 NAME SIGN EX STREET (160" W X 16"H) POLE � FOR PER 4' MIN NOTE: SIGNA COORDINATE TO ENSURE THE SIGNAL SEE SHEET TS-2 FOR: TRAFFIC SIGNAL WIRING DIAGRAM BVL 07-29-2022 �yrNER T, oflnwN ar' loe No: BVL TENW #2021-211 R. O�'Pfp ipp`2W APPROVED BV' DRAWING FILE NO TEw- N CTB AL -'� SIGNAL POLE TYPE 111 i PUSHBUTTON -3 MAST ARM MOUNTED SIGN EMERGENCY PRE-EMPTION � DETECTOR VIDEO DETECTION CAMERA w—* LIGHT STANDARD — -- — -- -- CONDUIT/CONDUCTOR ® CONTROLLER CABINET ® SERVICE CABINET OCONSTRUCTION NOTE O SIGNAL OLEA NUMBER/LLEUMIERATION QWIRE NOTE uw- TENW Transportation Engineering NOIthWest neao"n.Panapn mP"n a oPem��m= sE rim smen. wile am.neue.�e, wnsemal once lain eesc7n RgetlCon,otl Glen DUB,euJ m"� azs.ssoasas 10 40 0 20 so SCALE IN FEET CARPINITO BROTHERS 1148 CENTRAL AVE N KENT, WA 98032 ATTN: MR. ANDY CARPINITO ANDYC@CARPINITO.COM (206) 414-7600 PROJECT REF: FAc21-002e THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING REQUIREMENTS. DEV. REVIEW behalf ofOF DATE APPROVED: 9.8.2022 oflAwmc NO.. CARPINITO BROTHERS WEST VALLEY TS-01 HIGHWAY sxEn Na.. 6 iiiNT ODIFICATION PLAN 7 _R' SHEETS