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HomeMy WebLinkAboutFAC23-0003 - AS BUILT PLANSINDEX OF SHEETS CIVIL C1 CIVIL COVER SHEET C2 PROJECT NOTES C3 LEGEND C4 DEMOLITION AND TESC PLAN C5 DEMOLITION AND TESC PLAN C6 TESC NOTES AND DETAILS C7 SITE LAYOUT AND SURFACING PLAN C8 SITE LAYOUT AND SURFACING PLAN C9 GRADING AND DRAINAGE PLAN C10 GRADING AND DRAINAGE PLAN C11 FRONTAGEIMPROVEMENTS C12 STORM DRAINAGE PROFILES C13 SITE CROSS SECTIONS C14 CONSTRUCTION DETAILS C15 CONSTRUCTION DETAILS C16 CONSTRUCTION DETAILS C17 FIRE LANE MARKING PLAN C18 SIGHT DISTANCE PLAN C19 TRUCK MANEUVERING EXHIBIT LANDSCAPE L1 - TREE RETENTION & LANDSCAPE PLAN - NORTH L2 - TREE RETENTION & LANDSCAPE PLAN - SOUTH L3 - PLANT SCHEDULE AND DETAILS L4-LANDSCAPE NOTES L5 - IRRIGATION PLAN - NORTH L6 - IRRIGATION PLAN - SOUTH L7 - IRRIGATION DETAILS L8 - IRRIGATION DETAILS SURVEY 1 OF 1 - BOUNDARY & TOPOGRAPHIC SURVEY ILLUMINATION OS-01 ON -SITE ILLUMINATION PLAN OS-02 ON -SITE ILLUMINATION PLAN OS-03 ONSITE PHOTOMETRIC CALCULATIONS OS-04 ONSITE PHOTOMETRIC CALCULATIONS OS-05 ON -SITE ILLUMINATION DETAILS OS-06 ON -SITE ILLUMINATION DETAILS OS-07 ON -SITE ILLUMINATION DETAILS IL-01 ILLUMINATION PLAN - 37TH STREET IL-02 PHOTOMETRIC CALCULATIONS PROJECT INFORMATION SITE ADDRESS: 47 — 37TH STREET HE PARCEL NUMBER: 1582600014 SITE ZONING: M1 (LIGHT INDUSTRIAL) NEW AND REPLACED IMPERVIOUS SURFACE: 84,992 SF (1.95 ACRES / ON —SITE) DISTURBED AREA: 114,269 SF (2.62 ACRES / ON —SITE) FEMA FLOOD ZONE: ZONE AE SCOPE OF WORK: CONSTRUCT NEW TRAILER PARKING AREA AND ASSOCIATED (FOR PERMITTING) SITE UTILITY AND LANDSCAPING IMPROVEMENTS. SCOPE ALSO INCLUDES RECONFIGURATION OF RANGER TUGS SOUTH PARKING LOT, DRIVEWAY ACCESS WIDENING, LANDSCAPING AND SIDEWALK FRONTAGE IMPROVEMENTS. THE PROJECT IS REQUIRED TO COMPLY WITH THE PERFORMANCE STANDARDS OF AUBURN CITY CODE (ACC) 18.31.180 IN THE M1 ZONE AND FLOODPLAIN DEVELOPMENT STANDARDS IN ACC 15.68 STORM SYSTEM DEVELOPMENT CHARGE (ON -SITE AREA ONLY) TOTAL EXISTING IMPERVIOUS SURFACE= 81,151 SF TOTAL NEW IMPERVIOUS SURFACE= 82,968 SF NET CHANGE= 80,800 SF TOTAL HARD (NEW AND REMAINING EXISTING) SURFACE = 161,951 SF STORM PERMIT (ON AND OFF SITE AREA) DISTURBED AREA= 114,269 SF NEW AND REPLACED HARD SURFACE= 84,992 SF NEW HARD SURFACE= 79,540 SF OFFSITF: DISTURBED AREA= 2,121 SF NEW AND REPLACED HARD SURFACE= 2,121 SF NEW HARD SURFACE= 430 SF EX. HARD SURFACE = 1,6910 SF TOTAL: DISTURBED AREA= 116,390 SF NEW AND REPLACED HARD SURFACE= 87,113 SF NEW HARD SURFACE= 79,970 SF N I T 04 0 50, Too' 1 =Loa CONTACTS CREF3 AUBURN OWNER LLC C/O FORTRESS INVESTMENT GROUP 11611 SAN VICENTTE BLVD., 10TH FLOOR LOS ANGELES, CA 90049 CONTACT: BRADY THOMSON EMAIL: BTHOMSONOFORTRESS.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 SURVEYOR RARGHAUSEN CONSULTING ENGINEERS 18215 72nd AVE. SOUTH KENT, WASHINGTON 98032 PHONE: 425 251-6222 CONTACT: BRIAN GILLOOLY, PLS EMAIL BGILLOOLYOBARGHAUSEN.COM I_111_��11i�G1:ui.111 BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 425-251-6222 CONTACT: JEFF VARLEY, PLA A Gil - IA 0 � LIIII CIVIL - COVER SHEET PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. 37TH STREET PARKING EXPANSION PQ1A% PARCEOQ60 Lc 88ZONNG' l\ VAN/AUTO PARKING STALS- 55' TRAILER STORAGE STALLS 75' TRUCK PARKING STALLS VAN/AUTO PARKING STALLS - ------ '37TH ST NI (MINOR ARTERIAL) WATER: CITY OF AUBURN-PUBUC WORKS 25 WEST MAN STREET AUBURN, WA 98001 253 931-3010 GAS: PUGET SOUND ENERGY POTELCO 8001 SOUTH 2TH STREET KENT, WA 98033 2 �2531 395-7065 X 7151 ONNfTACT. LEE BROWN TELEPHONE: QWESr COMMUNICATIONS 23315 66TH AVENUE SOUTH KENT WA 98032 T20.6j372-5388 C ACT: JENNIFER GORMAN CABLE: COMCAST CABLE COMMUNICATIONS 4020 AUBURN WAY AUBURN, WA 98002 (253) 288-7538 CONTACT: BILL WALKER (FOR PERMITTING ONLY. NOT FOR BID PURPOSES) CUT= 5,600 CY FILL= 2,000 CY NET EXPORT = 3,600 CY TOTAL EARTHWORK= 7,600 CY SITE MAP SCALE: 1"=100' SEWER: CRY OF AUBURN —PUBLIC WORKS 25 WEST MAN STREET AUBURN, WA 98001 (253) 931-3010 POWER: PUGET SOUND ENERGYYPOTELCO 8001 SOUTH 212TH EEr KENT WA 98032 T253, 395-7065 X 7151 CCONTTACT: LEE BROWN FIRE: VALLEY REGIONAL FIRE AUTHORITY D STREET NE AUBURN, WA 98002 (253) 288-5870 CONTACT: DAVE CASSLEMAN 4 �� `0 � Know what's below. Call before you dig. PARKING STALLS EA OF NEW WORK TRAILER STORAGE STALLS ADDITIONAL NON -BUILDING RELATED PERMITS REQUIRED (1) 3/4" IRRIGATION WATER SERVICE AND METER BACKFLOW: (1) 1 1/4" IRRIGATION BACKFLOW MISCELLANEOUS, STM23—OOXX LEVEL 3 STORM FDP23-0002 LEVEL 3 FLOODPLAIN CRITICAL AREAS • FLOODPLAIN — SFHA RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. INSPECTOR DEV. REVIEW ENG. 12/01/2025 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY IOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION R TO CONSTRUCTION. THIS SHALL INCLUDE CALUNG UTILITY LOCATE O 811 AND POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY SINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC RMATION AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, THE 'RACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE PRnRIFMC PRInR Tn PROCFFnINf. WITH CnNGTRIICnnN :yll� VICINITY MAP Aug WASHINGTON :11� LaO n„_ I�AL fr Z s O 00 Z Q o 0 CIO LUW I— Z Z w p�0 J W Z m Z LU D' Q O an� U — M Z $ lLI h W LLI 7 ::) V Of ED I— Q $ A � HORIZONTAL DATUM: BASIS OF BEARINGS FOR THIS SURVEY IS HAD 83/91 WA NORTH ZONE PER CITY OF AUBURN CONTROL CITY OF AUBURN CONTROL POINT 309-013 WAS HELD FOR POSITION, AND A UNE BETWEEN 309-013 & 3OB-O01 WAS HELD FOR ROTATION, BEING SOUTH 8V44'16" WEST. VERTICAL DATUM: VERTICAL DATUM FOR THIS SURVEY IS NAVD88 ESTABLISHED FROM CITY OF AUBURN CONTROL POINT 3D9-013, WITH AN ELEVATION OF 51.96'. SITE BENCHMARK: CITY OF AUBURN MONUMENT #308-002 MONUMENT IN CASE AT THE PC OF 37TH ST. NW NAVD 88 ELEVATION = 51.00' TITLE INFORWTION: ALL TITLE INFORMATION SHOWN HEREON HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY ALTA COMMITMENT No. CCH12100256NT, DATED JANUARY 14, 2021, INCLUDING APPURTENANT EASEMENTS AND ADJOINING DEEDS FOR UNPLATTED LOTS, IF ANY. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TIRE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY SAID COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON SAID TITLE COMPANYS REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE RARGRAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. LEGAL DESCRIPTKIN: LOT 4, CRY OF AUBURN SHORT PLAT NUMBER SP 27-78. RECORDED UNDER RECORDING NUMBER 7810190517, IN KING COUNTY, WASHINGTON. BEING A PORnON OF TRACT A, TOWN OF CHRISTOPHER, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 7 OF PLATS, PAGE 30 IN KING COUNTY, WASHINGTON. PARKING INFORMATION: EXISTING RANGER TUGS BUILDING: 21,600 SF OFFICE: 2880 SF, 2 STALLS PER 1000 SF REQUIRED MANUFACTURING: 8640 SF, 1 STALL PER 1000 SF REQUIRED WAREHOUSE: 10,080 SF, 1 STALL PER 2000 SF REQUIRED REQUIRED PARKING SPACES=20 PROVIDED PARKING SPACES=33 TOTAL, 32 STANDARD STALLS (14 STALLS TO SOUTH, 18 STALLS NORTH) REQUIRED ADA PARKING SPACES=1 PRODDED ADA PARKING SPACES=1 NEW NORTH PARKING LOT: REQUIRED VEHICLE PARKING SPACES: 0 PROVIDED TRAILER SPACES (12' X 55'): 19 (30%) PROVIDED AUTO SPACES (9' X 19'): 18 (28%) PROVIDED TRUCK AND TRAILER SPACES (12' X 75'): 27 (42%) PROVIDED TOTAL SPACES: 64 TO COMPLY WITH THE CITI"S M-1 ZONING CODE AND MIS16-0026, APPROXIMATELY 70% OF THE SITE WILL BE USED FOR STANDALONE SEMI —TRUCK & TRAILER AND VAN/AUTO PARKING. THE REMAINING APPROXIMATELY 30% OF THE SITE WILL BE USED FOR TRAILER —ONLY PARKING, WHICH WOULD BE INCIDENTAL TO THE PRINCIPAL USE OF STANDALONE SEMI —TRUCK & TRAILER AND VAN/AUTO PARKING. DRIVERS OF THE SEMI —TRUCK & TRAILERS WILL USE THE VAN/AUTO PARKING STALLS FOR THEIR PERSONAL VEHICLES. NO VEHICLE PARKING WILL BE NEEDED FOR THE TRAILERS THAT WILL BE PARKED IN THE TRAILER —ONLY PARKING AREA BECAUSE THE DRIVERS WILL EXIT THE LOT IN THEIR SEMI —TRUCKS AFTER DROPPING THE TRAILERS IN A DESIGNATED STALL. a O 0 � U LJi O m Z W C:I Q Om U) _ U O W W Z:) = J W CD Q Of) V ch LY>N ULI O Of O ¢ U LL. Tn o O LL Uto Fa 9 - 1 7 7 of a x 2 2 v U S GEOTECHNICAL ENGINEERING REPORT INDICATES THAT GROUNDWATER IS C EXPECTED AT DEPTHS VARYING FROM 4.0'-6.5' FEET. CONTRACTOR SHA L A V -BUILT SHOULD �GROUNDWATER TE WITH ECH ENGINEER BE ENCOUNTERED. PROVIDE ING BAKER TANKSAND NS DISCHARGE PERMIT. COSTS FOR PROVIDING AND IMPLEMENTING THESE MEASURES ON THIS PROJECT SHALL BE SPECIFICALLY INCLUDED IN THE CONTRACTOR'S BID PROPOSALS. CITY OF AUBURN APPROVALS THIS PLAN SET FOR PROJECT FAC23-0003, SHEETS C1 TO IL-02 ARE APPROVED FOR CONSTRUCTION BY: JACOB SWEETING, P.E., CITY ENGINEER: _ __DATE 09/13/2023 09/12/2023 E STEVEN STURZA, P.E., DEV ENGINEER MANAGER: _DATE:_____ ALYSSA TATRO, PLANNER: "^'n°'°"°- _DATE:_____ ° C MD L C n O In C J2 C � >M C Q 00 0) Cfq %� L 1111 C Ln �21 p m 0 V 0 N I 0 U i m Fol CITY OF AUBURN GENERAL NOTES 1. CONSTRUCTION SHALL CONFORM TO THE CITY OF AUBURN'S ENGINEERING DESIGN AND CONSTRUCTION STANDARDS, EXCEPT AS OTHERWISE APPROVED BY DEVIATION, AND BE IN ACCORDANCE WITH THE APPROVED PUNS. ANY CHANGES FROM THE APPROVED PUN WILL REWIRE APPROVAL FROM THE OWNER, ENGINEER OF RECORD, AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 1WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION)', EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CIY'S CONSTRUCTION STANDARDS MANUAL. 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 PUBLIC WORKS DEPARTMENT AT 253-931-3010,TO SCHEDULE A MEETING. 4. UNLESS STATED OTHERWISE, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY UNES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY 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 PUNS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED RAUL ROUTE WILL AVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REWIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE UNITED TO APPROPRIATE OFF -PEAT( HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE Cm. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGUGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS 'DEVELOPMENT RECORD CONSTRUCTION DOCUMENT' HANDOUT. CITY OF AUBURN GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. 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 FACILITIES 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 PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. 6. NO TRACKING IN THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO THE ROAD, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVEUNG 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 STABIUZED. FROM OCTOBER 1 TO ARIL 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. PROJECT NOTES PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND STRIPPING VEGETATION FROM THE SITE FOR SITE CONSTRUCTION INCLUDING AREAS FOR PAVING, UTILITIES, AND DRAINAGE FACILITIES. THE EXPECTED STRIPPING DEPTH IS 7 TO 9 INCHES; ADDITIONAL STRIPPING DEPTH MAY BE REQUIRED IN MORE HEAVILY VEGETATED AREAS. ALL STRIPPED SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. ORGANIC MATERIAL FROM CLEARING AND STRIPPING ACTIVITIES MAY BE USED FOR UNTIED DEPTHS AT PLANNED PRIMEMR LANDSCAPING AREAS; ALL EXCESS ORGANIC MATERIAL SHALL BE REMOVED FROM THE SITE. 2. ALL EXPOSED SUBGRADE SURFACES SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER TO VERIFY SOIL CONDTONS ARE ACCEPTABLE THE GEOTECHNICAL ENGINEER MAY REQUEST PROOF ROWING THE EXPOSED SUBGRADE WITH A LOADED 10-CY DUMP TRUCK. SUBGRADE BELOW STRUCTURAL ELEMENTS (INCLUDES PARKING AND DRIVING SURFACES) SHALL CONSIST OF FIRM, UNYIELDING NATIVE SOILS OR IMPORTED STRUCTURAL FILL MATERIALS. IMPORTED STRUCTURAL FILL MATERIALS SHALL CONFORM TO WSDOT STANDARD SPECIFICATION 9-03.14(1) OR 9-03.14(2), MODIFIED TO 5% PASSING THE U.SAO 200 SIEVE. UNDER NO CIRCUMSTANCES SHALL STRUCTURAL ELEMENTS (INCLUDING PAVEMENT SECTIONS) BE INSTALLED ATOP LOOSE, SOFT, OR FROZEN SOIL, SLOUGH, DEBRIS, EXISTING UNCONTROLLED FILL, OR SURFACES COVERED BY STANDING WATER. ANY LOCALIZED ZONES OF LOOSER GRANULAR SOILS OBSERVED WITHIN A SUBGRADE SHALL BE COMPACTED TO A DENSITY EQUAL TO THE SURROUNDING SOILS. ANY ORGANIC, SOFT, OR PUMPING SOILS OBSERVED WITHIN A SUBGRADE SHALL BE OVER -EXCAVATED AND REPLACED WITH SUITABLE IMPORTED FILL MATERIAL THE CONTRACTOR SHALL ENSURE THAT THE SUBGRADE MATERIAL AND CONDITION IS INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 3. FILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NOT EXCEEDING 12 INCHES AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL'S MAXIMUM DRY DENSITY, AS MEASURED BY ASTM TEST DESIGNATION D-698 (STANDARD PROCTOR). 4. CONTROL SOIL COMPACTION DURING CONSTRUCTION, PROVIDING MINIMUM PERCENTAGE OF DENSITY SPECIFIED: 95% OF THE SOILS MAXIMUM DRY DENSITY, AS MEASURED BY ASM TEST DESIGNATION D-698 (STANDARD PROCTOR). THE CONTRACTOR SHALL BE PREPARED TO DRY THE SOILS BY AERATION DURING THE NORMALLY DRY SUMMER SEASON TO FACILITATE COMPACTION AS STRUCTURAL FILL. IF GRADING ACTIVITIES TAKE PLACE DURING THE WET SEASON, THE CONTRACTOR SHALL BE PREPARED TO IMPART CLEW GRANULAR MATERIAL FOR USE AS STRUCTURAL FILL AND BACKFILL 5. PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING GRADING OPERATIONS. 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. 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. BARGHAUSR CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. 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 WRITNG PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 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 BACKFIWNG All CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTNTIY 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. 8. 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. 9. 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 PUBLIC, 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. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGRAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A UCENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN 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. SOILS REPORT NOTES 1. THE FOLLOWING SOILS REPORTS HAS BEEN PREPARED FOR THIS PROJECT GEOTECHNICAL REPORT PERFORMED AND PREPARED BY: TERRA ASSOCIATES, INC. 12220 113TH AVENUE NE, SID. 130 KIRKLAND, WA 98034 CONTACT: CAROLYN S. DECKER (425) 821-7777 PROJECT NO.: T-8539 DATED: JUNE 4, 2021 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPUED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, PAVING SUBGRADE PREPARATION, AND PAVING CONSTRUC 3 ANY DRAWINGSPROVISIONS . ORWHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TOt CONSULTING ENGINEERS, INC. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE 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 INVESTIGATION 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 TESTING, SITE DRAINAGE MEASURES AND OBSERVATIONS, PAVEMENT SUBGRADE OBSERVATIONS, EROSION CONTROL, SITE STABILITY INCWDING TEMPORARY AND PERMANENT SLOPES. 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. 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 LIMITS FOR PROJECT, AS SHOWN ON THE APPROVED PLANS, ADJUST AS NECESSARY. 3. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE APPROVED PLANS. 4. INSPECT AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE. 5. INSPECT AND MAINTAIN TEMPORARY FILTER FABRIC FENCE AROUND PERIMETER OF SITE. ADJUST AS NEEDED FOR FINAL EXCAVATION AND GRADING. 6. INSPECT TEMPORARY SEDIMENT POND AND OUTLET STRUCTURES. 7. PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING GRADING OPERATIONS. 8. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CRY 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. CLEAR AND GRADE SITE, AMEND E.S.C. FACILITIES TO ACCOMMODATE CHANGING SITE CONDITIONS, AS REQUIRED. 11. 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 SWEPT CLEAN IMMEDIATELY. 12. ALL DISTURBED AREAS WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 13. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. 14. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE RAS 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 15. INSTALL UTILITIES PER APPROVED PUNS. 16. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 17. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 18. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 19. INSTALL LANDSCAPING PER APPROVED PLANS. 20. REMOVE REMAINING TESC BMP'S WHEN SITE IS FULLY STABILIZED. HYDROSEED/MULCH ANY EXPOSED SOILS. 21. COMPLETE INSPECTION/ PUNCHLIST REF, FAC23-0003 PLANS ARE APPROIED FOR 444NCE WITH THE CRY OFF REVIEW EMANEER: �L APPROVED 9.122023 Z Q o 0 M LXL) L6 cn z Z Lu j z ZW frz U Y (n (n LLJ a�� W F cY9 Z a W p�W W 7 ::) m H � (� Q � ll O � U LJi J 0 2 r O m Z W Q 0U)_U of W W Z = J cf)W W V Z ch 2 j N LIJ 0 O f 0 ¢ U LL. Yn o O W Uto Ea 9 - 7 7 a - x s � O U � S C C 0 t KA uj C Q 0000 y 3 f' c a L CLO ��p mtJ �C Yv C-) I N CT1 E L0 L& 0 U i LEGEND: EX. ROCKERY cc C EX. CONTOUR----82— EX. BUILDING UNE ------------------------- EX. FENCE .. .. .. .. .. .. SET MONUMENT B FOUND SECTION CORNER PROPOSED STORM LINE SD PROPOSED CATCH BASIN TYPE I PROPOSED CATCH BASIN TYPE II MAX. WATER SURFACE LINE DEAD STORAGE UNE — — PROPOSED SIGN i PROPOSED ROCKERY G117t PROPOSED SPOT ELEVATION ' PROPOSED CONTOUR ---------- 82---------- PROPOSED BUILDING LINE PROPOSED FENCE LEGEND = o PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. Z Q o 0 00 wW °' �zZ O1--Lu SURVEY SYMBOLS WATER SYMBOLS LINE TYPES LuOf z SYMBOL DESCRIPTION w Z SYMBOL DESCRIPTION LINETYPE DESCRIPTION LAYER O MONUMENT PROPOSED EXISTING Y ® MONUMENT IN CASE 3 3 WATER CAP GAS GENERIC GAS LINE GS-PLIN-EXST-LIN Lu = Q ® REBAR &CAP H 1—I 11.25' BEND MJ GHP HIGH PRESSURE GAS GS-PLIN-EXST-UN J n }-c ]- E 11.254 BEND FL GS-PLIN-EXST-LIN F" M Z A SCRIBED "X" Y"1 v GLP LOW PRESSURE GAS $ L1� 22.5' BEND MJ X PK NAIL 'y-E y-C WA-IRRI-EXST-UN 22.5' BEND FL IRR IRRIGATION v LLJ � B-101 SOIL BORING ,Y-1 lc- 45' BEND MJ SD STORM DRAIN SD-GLIN-EXST-UN Of co 45' BEND FL =-----_— EXISTING CULVERT SD-CULV-EXST-UN U) 1N rl 90' BEND MJ �- 1 ,,..{{ ,.{ 90' BEND FL SS SANITARY SEWER SS-GUN-EXST-UN SOIL TEST PIT h- ii F{ V{ REDUCER FM SS FORCEMAIN SS-PUN-EXST-UN $ � UTILITY POT HOLE c'% If W WATER LINE WA-PUN-EXST-LIN VA U4 BUTTERFLY VALVE PO-BLIN-EXST-UN SECTION CORNER 1 T AIR VAC/BLOW OFF UGE UNDERGROUND POWER NC K BUTTERFLY MJxFL UGF UNDERGROUND FIBER OPTIC TL-BUN-EXST-LIN �= QUARTER CORNER 7Y Ni BUTTERFLY FLxFL UGT UNDERGROUND TELEPHONE TL-BUN-EXST-LIN 0 SURFACE FEATURE SYMBOLS # # UGTV UNDERGROUND TELEVISION TV-BLIN-EXST-UN J Chi _ OHE OVERHEAD ELECTRIC PO-AUN-EXST-LIN O SYMBOL DESCRIPTION � FIRE HYDRANT Lij_ A A FOG OHF OVERHEAD FIBER OPTIC TL-AUQ N-EXST-UN Z Q METAL SIGN POST II 1 VERTICAL BEND O J u a WOOD SIGN POST L E CAP OHT OVERHEAD TELEPHONE TL-ALIN-EXST-UN L G OHTV OVERHEAD TELEVISION TV-ALIN-EXST-LIN � LU LU CO W GTPo GATE POST — — VEGETATION LINE SF-VEGE-EXST-UN Z:)? Lu CONIFEROUS TREE N GATE VALVE MJ EDGE OF GRAVEL SF-GRVL-EXST-LIN 0n U Z �y DECIDUOUS TREE K K GATE VALVE MJxFL ¢ U.I Q �y BUSH SHRUB x GATE VALVE FLxFL EDGE OF ASPHALT SF-ASPH-EXST-UN LL V Z N / 0 BT WATER METER CURB/CONCRETE LINE SF-CONC-EXST-LIN Lu O N 0 UTILITY SYMBOLS DITCH FLOWUNE SF-DTCH-EXST-LIN L.0 0 PIECL CAP BLOCKING O to to SYMBOL DESCRIPTION ► D REDUCER MJ X EXISTING FENCE SF-FENC-EXST-LIN U- C..) O SANITARY SEWER MANHOLE ► > REDUCER MJxFL TOP/TOE OF SLOPE SF-GRAD-EXST-UN O STORM DRAIN MANHOLE 3H 14 REDUCER FLxFL I I I I I I I I 1TrTTT1Tr RAILROAD TRACKS SF-RAIL-EXST-UN N GUY tiZ 1 D REDUCER FLxMJ SV-CNTL-EXST-LIN p50 01 XAS4'ie CATCH BASIN DC ]x CENTERLINE ❑ INLET/YARD DRAIN a CONCRETE THRUST BLOCKING RIGHT OF WAY SV-ROFW-EXST-LIN e_ -Ti VTN TEE MJ SV-ESMT-EXST-LIN N bg GAS VALVE , 4 ��++ E� --------------- EASEMENT LINE R J-'-C J rc TEE MJxFL QO GAS METER L{ TEE FLxFL PROPERTY LINE SV-PROP-EXST-UN fNALC/S1f TR 9 TRAFFIC JUNCTION BOX PROPOSED WATERUNE WA-PUN-PROP-LIN 09/08/2022 WA-PUN-PROP-LIN EL 0 ELEC. JUNCTION BOX PROPOSED METER LINE PM© POWER METER NOTATION SYMBOLS _ TC 0 TELECOM. JUNCTION BOX SYMBOL DESCRIPTION vd > vd TV 0 CABLE TV JUNCTION BOX Q CATHODIC PROTECTION TEST STATION ® JUNCTION BOX CHANGE IN PIPING MATERIAL 0I �I c © TELEPHONE RISER A TRENCH BACKFILL AND SURFACE HATCHING of a 0 RESTORATION CODE _ s g y o UTIUTY POLE I anB 2 is $ 8 O1 CONSTRUCTION NOTE DESCRIPTION E GUYA POLE yA/CONDUIT ASPHALT - SOUD SF-ASPH-EXST-HCH C GPo GUY POLE EEC TRANSFORMER TEXT _ GRAVEL - AR -SAND, IT, SF-FEAT-EXST-HCH DESCRIPTION HEIGHT SCALE=1.00 © POWER VAULT > a 1+00 ROAD STATIONING .10 C O In ❑® TRANSMISSION TOWER P77481 PARCEL NUMBER 20 CONCRETE - AR-CONC. IT, SF-FEAT-EXST-HCH 0 OT TELEPHONE VAULT a SCALE=1.00 W C C N PEDESTRIAN SIGNAL HEAD 7OZ ADDRESS .15 < C Q is" SIGNAL BUTTON 8' DI 18C03122 WATERUNE LABEL .10 SCALE=D10 OF DWG SCALE SF-FEAT-EXST-HCH Cal : C Q Nry N ID TRAFFIC SIGNAL POLE W/LIGHT to MAIN ST. r STREET NAME .25 C LY7 LUMINAIRE p C fuV{ k( YARD LIGHT �, FROMCEMERLIN WATERLINE DIMENSION .10 U Y PAVEMENT RESTORATION: AA�� ,` '�� ■�� © MONITORING WELL TEMP PVMT. PATCH - D SH,/�',S'_ RUIFYNOTHC O WATER MANHOLE ABBREVIATIONS SCALE=0.30 OF DWG SC EF1!'��V LL..// 1� `� SH= SPRINKLER HEAD SYMBOL DESCRIPTION IRBXO IRRIGATION BOX SW SIDEWALK ELEVATION pR0kC7 REF. FAC23-0003 TC TOP OF CURB ELEVATION 13 ME MATCH EXISTING THESE BANS ARE APPROVED FOR CONFORA44ACE IVUH THE CRY OF AUBU EAGNEERING REOUIREM/E 0 O lk DEV. RENEW fNO1NEER: c ` 017E APPROVED: 9.122023 o N M ti 0 U i DEMOLITION AND TESC PLAN = o PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. Z Z X o g y EXISTING d W W KEYNOTES BUILDING TESC KE N � ~O ZO CE STABILIZED CONSTRUCTION ENTRANCE. UTILIZE EXISTING PAVED DRIVEWAY LLf F. 1-L—l1 .L �1 L �� I ACCESS AT PARCEL ENRO' AND CONSTRUCT TEMPORARY CONSTRUCTION J W Ur ENTRANCE SIM. CITY STANDARD DETAIL E-01.1 AT ENTRY ONTO PROJECT LU ) SITE FROM ONSNE PARKING LOT. Z Z FOUND 1/2" REBAR & CAP LS 22956, 03' «.. O� .G/"O $F INSTALL SILT CONTROL FENCE PER CITY STANDARD DETAIL E-01 z Z SUBSURFACE, J��f,O� ,.. O Q Y (n (n 0.12' S & 013' E OF CORNER v ^ IP INSTALL CATCH LEA BASIN u INLET PROTECTION PER CITY STANDARD DETAIL E-02 Z < _ >Q> O PROJECT CLEARING UMffS Q a n I k � w�� IX FENCE TO REMAIN IX. FENCE TO BE M DO{I� REMOVED. COORDINATE 7,_ ^" r WITH SITE PLAN o 15' 30• fio• DEMOLITION KEYNOTES �• cn Q .1 I �, SCALE O SAWCUT ASPHALT TO A SMOOTH, VERTICAL. UNYIELDING EDGE. REMOVE B 1 EXISTING PAVEMENT AS NECESSARY TO INSTALL PROPOSED IMPROVEMENTS. $ O2 DEMOUSH EXISTING CONCRETE CURB AND DISPOSE OF OFFSTE F AS SITE IS BROUGHT TO - O REMOVE EXISTING TREE, PLANTINGS, ROOTS TO PAVEMENT SUBGRADE ELEVATION z PROPOSED FINISH GRADE, j Y m INSTALL TEMPORARY p ® REMOVE EXIST. FENCING, AS NECESSARY TO INSTALL PROPOSED DITCHES AILCHECK DAMS '- _ o IMPROVEMENTS. O PER DETAILSS � 0 ON SHEET TCISO TO DIRECT DRAINAGE TO U � U- IEMPoRARY SEDIMENT POND GENERAL NOTES J � _ w 1 TEMPORARY SEDIMENT POND 1. SEE SHEET C2 FOR APPLICABLE CIVIL GENERAL NOTES. H O O PER DETAILS ON SHEEP C6 W W 2. NO DISCHARGES ARE ALLOWED TO THE PUBLIC SEWER SYSTEM m TESC MAX W.S=49.0 UNLESS APPROVED BY THE CITY IN ADVANCE. Z Q OVERFLOW RISER=49.0 / OUTLET IE=45.5 3. ALL TEMPORARY AND PERMANENT EROSION CONTROL BAPS O N J U BOTTOM = 44.0 ARE REQUIRED TO BE MAINTAINED AND REPAIRED AS NEEDED Z W CO (n G U.0 SURFACE AREA AT 49.0 REQUIRED 1,371 SF CL TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDEDof LU W H\LL 8U\1 N0. SURFACE AREA AT 49.0 PROVIDED =3,600 SF FUNCTION. z:)Z H W AUGUR Ag8565GEOOAO I SF 4. ANY EXPOSED OR UNWORKED SLOPES SHALL BE STABILIZED � N W U I+ WITH PLASM COVERING PER DOE EMIR C123 OR WITH Q LU U a EROSION CONTROL HYDRO -SEE) PER DOE EMIR C120. m ( N I Y 32• 5. PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING LLU O O I+ All PHASES OF GRADING AND CONSTRUCTION OPERATIONS. Of U LJ 6. CONTRACTOR SHALL ENSURE THAT ALL POLLUTANTS, INCLUDING L U WASTE DISPOSED IN NER THATOES NOT CAUSE HANDLED AND 0 to IL U / i ����• 1 CONTAMINATION OF STORMWATER. III I I 7. AS SITE IS BROUGHT 10 PROPOSED FINISH SUBGRADE, SEE ,x POST CONSTRUCTION SOIL QUALITY AND DEPTH REQUIREMENTS GUY IX. FENCE TO NORTH (WHERE DEVIATING ON SHEET C6 FOR AREAS THAT WILL NOT BE COVERED BY yGN U WAS / + FROM PROPERTY LINE) TO BE REMOVED. PROPOSED IMPERVIOUS SURFACES. P 0 N/ CL I j l j l j COORDINATE WITH SITE PLAT!SF ill III�I N f IX. FENCE TO THE SOUTH TO III . j l REMAIN. PROTECT FROM DAMAGE 50 R fJ,gVB/$lER`�W�@4� TESC POND CONTROL STRUCTURE °B I 4 FOUND 1 3/4° BRASS DISK NA I[ EVS' PER DETAIL ON SHEET C6 j CONCRETE, LS 15650, 1.2• UV/08/202.1 FOUND 1/2" REBAR & CAP LS 22956, 0.8 ABOVE GRADE, OS' S & 0.29' E OF CORNER \\1 %/ // " " 9 0 • 1 �\ z _________ —i_ F5M ZONE AE ' TEMP 12" CRGR SD O S=0.2S O „ c _ 23080 O _ x s RIPRAP FILLED SUMP c $ NNT34'09"E 22A0• CONTRACTOR TO INSTALL TEMPORARY PUMP AND FORCEMAIN TO EXISTING••- .m "•STORM SYSTEM. TEMP PUMP MUST PROVIDE'A" $ `..` 1 MINIMUM FLOWRATE OF THE 10-YEAR STORM CE LO•T 3 = C EVENT, WHICH IS 296 GPM CL , Lll TEMP V1 1C N S OI r 7 ^' 21��p.. j Ic c c.NO.�� 2( .R = 0)140. v N RED. NO 2�Op14 C W c f V C Q ODD �1 IX CHAINUNK ^„� -p Ol fV FENCE TO REMAIN Q to FEMA FlDODPWN UNITS f i I\ �`` ..� _� �C me _ FNMA ZONE X 2" REBAR & CAP __ _____� _�____ CL yU Y $F ,A&BUILT II,, )�11.1.1■�.�.� M Ip 93 p-r-.,, e. L MATCHLINE SEE SHT C5 PRWEC7 REF FAC23-0003 THESE PEWS ARE APPROVED FOR CONFORAl4NCE W/1}/ TH4CRYOF U KDOW what's b@IOW. REQUIREMENTS 0 O p Call before you dig. E v m Dial 811 DEK REKEW LTYSY/EERa L0 047E APPROVED. 9.122023 o N U F 0 V f CB STD GRT' RIM=51.73' 1 \ 60 PVC N IE=48.68' 6" PVC E IE=48.63' 8" PVC S IE=48.63' Y 1 + Ir c 1 U 1 1NOUPPRI� PNOK LLC I 1 KIN TP58260 EO EX FENCE TO 1 BOAT uh IX BOAT LIFT TO B RELOCATED BY OWN TO A LOCATION 0 IDE OF THE FIRE LANE 1 1 I 1 1 Ip CB STD GRi RIM-51 56' 8' PVC N IE-4851' 8" PVC NE IE-48 56' / ASPHALT TO BE REMOVED Ip CB STD CRT / RIM 5099' 8" CMP NW IE-4839' 8' PVC E I149' 12" CNC S IE=4839' P CB STD CRT 1 RIM=50 45' 12° CNC N IE=4840' 12" CNC S IE=48.30' MATCHLINE SEE SHT 04 IE=49SS N I ... TEMP FORCEMANAE gFEMAL ZONE I � SHED / /I «I"4,22 R 4 SO. FT.JVV AI J�T/7�T-1-7 % B DEMOLITION AND TESC PLAN A FLOODPWN UMRS SHIPPING 1 ` A CONTAINER I SHIPPING R CONTAINER Y Y/ EXISTING I' ING 21,62215DSO Fr / I R 1 I SHED m «..R FEMA ZONE B\Y I� TRANSFORMER\ `"' •°' B ( POWER /�, CAB FAUCET � GATE FINISH \ / v GATE x i Fi00IR. •rj 52.70' I _ WATER METER / (X2) I 25.51 0 e EX TREE TO BE REMOVED �p !r 2 Ap Y 1 �1 SAWCUT EXISTING SIDEWALK o AT NEAREST JOINT.-`— CURB 37rH ST NE w-w-w-�- - (MINOR ARTERIAL) _U --------------------------- CB STD CRT RIM=50.43' 48" CNC E IE=44.83' 48" CNC W IE=44.85' SDMH RIM=50.87' 14' CNC N IE=46.97' 6' PVC BE IE=47.77' �PARKING STRIPE AND CURBO2 TO BE DEMOLISHED 8 P VJSW IE-49 75'.° O TREE TO BE REMOVEDO "PROTECT EXISTING % MAILBOXES �1�(POWER T PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. ASR 3N TTCE TPp00400-004 FENCE TO REMAIN C' : 1 CRT R F5099 •I �w 0001 Wii YaW—, N TESC KEYNOTES I CE STABILIZED CONSTRUCTION ENTRANCE. UTILIZE EXISTING PAVED DRIVEWAY ACCESS AT PARCEL ENTRY AND CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE SIM. CRY STANDARD DETAIL E-01.1 AT ENTRY ONTO PROJECT SITE FROM ONSITE PARKING LOT. O CONTRACTOR SHALL SWEEP EXISTING ADJACENT PAVED AREAS AS NECESSARY TO KEEP THOSE SURFACES IN A SUBSTANTIALLY SEDIMENT FREE -CONDITION. $F INSTALL SILT CONTROL FENCE PER CITY STANDARD DETAIL E-01 Ip INSTALL CATCH BASIN INLET PROTECTION PER CITY STANDARD DETAIL E-02 CL PROJECT CLEARING UMrrS 0 15®• DEMOLMON KEYNOTES 1 SAWCUT ASPHALT TO A SMOOTH, VERTICAL, UNYIELDING EDGE. REMOVE SCALE: 1 "=30' EXISTING PAVEMENT AS NECESSARY TO INSTALL PROPOSED IMPROVEMENTS. O2 DEMOLISH EXISTING CONCRETE CURB AND DISPOSE OF OFFSITE Q REMOVE EXISTING TREE, PLANTINGS, ROOTS TO PAVEMENT SUBGRADE ELEVATION GENERAL NOTES 1. SEE SHEET C2 FOR APPLICABLE CIVIL GENERAL NOTES. 2. NO DISCHARGES ARE ALLOWED TO THE PUBLIC SEWER SYSTEM UNLESS APPROVED BY THE CITY IN ADVANCE. 3. ALL TEMPORARY AND PERMANENT EROSION CONTROL BMPS ARE REQUIRED TO BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 4. ANY EXPOSED OR UNWORKED SLOPES SHALL BE STABILIZED WITH PLASTIC COVERING PER DOE BMP C123 OR WITH EROSION CONTROL HYDRO -SEED PER DOE BMP C120. 5. PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING ALL PHASES OF GRADING AND CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL ENSURE THAT ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, ARE HANDLED AND DISPOSED IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. 7. AS SITE IS BROUGHT TO PROPOSED FINISH SUBGRADE, SEE POST CONSrRUCTON SOIL QUALITY AND DEPTH REQUIREMENTS ON SHEET C6 FOR AREAS THAT WILL NOT BE COVERED BY PROPOSED IMPERVIOUS SURFACES. �,_ -•� -SteA ..l vinn" —SATT NEAREST ARESTEST JOINT. �APPROX 20 LF OF EXISTING O MLS38Y88 0 — — —w —=w _ vl r>wP SUNKEN CURB TO BE c 98' L=MB.94" ai �— v 1REMOVED AND REPLACED w__ REMOVE EXISTING NO CURB GUTTER AND® - —w •'—� wLn" ,PARKING SIGN. SAWCIIT AND REMOVE PAVING 2' 1 ao TENTRPNCE TO BE REMOVED so—:o ➢� s PT -a --, Rg wCOT - MH CLEAR OF GUTTER FOR NEW WORK,O A FOR NEW CURB AND _ _ u 5 RIM= SIDEWPLC ; r �- _ `Wt't-v 115+ - LF CURB AND I RIM=CNC E I.Nwf / 48" CNC E IE=4544' MCUT AND REMOVE PAVING 2' GUTTER TO BE REMOVED 48" CNC W IE=4539' C .EAR OF GUTTER FOR NEW WORK. 1 FOR NEW WORKK CB STD CRT A A V -BUILT OWN RIM=50.77' L TEL VAULT PROTECT EXISTING DRIVEWAY APPROACH RIM=50.90' WATER 18" ADS E IE=40.07' FIRE UNE TO BE REMOVED FOR NEW 12" CNC N IE=47.45' METER 18" ADS W IE=40 12' BACKFLOW VAULT DRIVEWAY. COORDINATE LIMITS 12" CNC S IE=47.50' W/FTC WITH SITE PUN. SSMH pRDIECT REF.. FAC23-0003 SIDEWRIM=51.06' � CUTTER T TO M N IN PLACE (CURB AND 18" ADS W IE0.26' GUTTER TO REEDS IN PLACE HERE, 18' ADS S IE=40.31' �FOR� AREA�ICED� O OF AUBU E%CEPT AS NEEDED FOR IRRIGATION SERVICE TRENCHING / INSTALLATION. Know WNa1'S below. REWIREAFEMS. SEE FRONTAGE IMPROVEMENT PUN. u Call before you dig. Dial 811 DEV. REVIEW � D47E APPROVED. 9.122D23 Z 0 Z Zo ga. C� a w w U �ZZ w O�0 H J ❑ Z LLLJ (Y Z Q Y (~A Q O and F cY3 Z J LLI r Ole O Lu v ::) Y m In Q � Q 0 � U LJi Z LJJ m Q U) > U o > LL, LLI Z:)= F— L, CDLU � LU U Q CJ Q > N LL � Of 0 ¢ U LL cf) o O LL Uto c - xp s � O U S 6 C 45 C 0 t to U! M �CgE > C Q 00) y 3 ¢ OIC �c 11U PY�t C:) E L0 N Ln V F 0 V f 48" MINIMUM DIAMETER CMP STANDPIPE 1" DR TYP, 40 HOLES MIN. O 10" O.0 MIN TOP BERM=50.0 PERFORATIONS SHALL BE LOCATED WITHIN EL= 49.5 THE LIMITS OF THE GRAVEL CONE NOTCH WIDTH = 004' TOP OF RISER EL = 490 NOTCH HEIGHT = 1.32' O ELEV=47.68 12" RISER -------Q TESC WS EL=490'_ WATER TIGHT SEAL 1 1 2" WASHED ROCK GRAVEL CONE `Q" ALLOWABLE _ 054 CM 10-YEAR) 0.94 CFS (100-YEAR) �• __ _ POND BOTTOM. EL=44 0 12"x12NI2" PVC TEE W/ I� 48" MIN CMP STAND PIPE OPEN TOP, CLOSED BOTTOM ENCASED IN CONCRETE. RUBBER GASKET JOINTS CLOSED BOTTOM _ COMPACTED DEPTH GRAVEL BASE W/ORIFICE=1.57" �� '• CONCRETE BASE EROSION DISCHARGE CONTROL STRUCTURE AT TESC POND NOT TO SCALE (BASED ON CITY OF AUBURN STD. DETAIL E-05.1) PER CRY 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 80-70% 98% 90% SEASIDE/CREEPING BENTGRASS 10-15% 98% 85% MEADOW FOXTAIL 10-15% 90% 80% ALSIKE CLOVER 1-6% 98% 90% REDTOP BEWGRASS 1 1-6% 92% 85X APPLICATION RATE: HYDRDSEED O 60 LBS/AC, WITH 1,500 LBS/AC MULCH WITH 3% TADKIFIER 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 PLANnNG 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% 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 PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. 3.2. THE CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A.) ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAG 173-350-220. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. IMPLEMENTATION OPTIONS THE SOIL QUALIFY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS USTED 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 PUNTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED' RATE OR AT A CUSTOM CALCULATED RATE IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE MED40D MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALM STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. BMP T5.13 POST -CONSTRUCTION SOIL QUALITY AND DEPTH PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. RSWAF SiI OFF 1CHECK �E4SSPACING � ND) > luz 1 50 SWALE r 3' 3' OCK CHECK LOWL Ali 1.0' MIN. 5I' ROW _I AA 1 KEY ROCK IWO c SWALE MIN. 0.25' - \-KEY ROCK INTO SWALE 0.25' (MIN.) 4B ROCK DAM X$ir7K1N � A SWALE X-SECTION AT FECIC ROCK CIDAMCS cs ROCK CHECK DAM DETAILS NOT TO SCALE 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. o U) Z o a Co W W O J Z H O�0 W J W W Z Z 0 C/) Q � P a- ~ CO Z < Z W � r qzt W 2 Q 8 F Co c`7 _ CL 0 O 0 O � U LJi O Z Lu rn � Q O tcn w>ujLU =)� Z I-_ J W M co Q w U Z M 0� 5 O N L i LL O _ _ 61 .•ay 2:1 T 1' MIN. � III — _—_III- —III f q 38950 `�0 CGIS7ERV'� 2' MIN. 970NA1 EW' 09LOB/D TEMPORARY DITCH e NOT TO SCALE 2 i iz TEMPORARY V DITCH TO BE GRASS UNED TO 0.5' ABOVE THE WATER 7 SURFACE TO PREVENT EROSION AND SEDIMENT TRANSPORTATION. REFER TO CITY OF AUBURN BMP C120 W M s rc �� o x C $ 00 C J r N Lm c a C W �N N M N C Q0000N � •� -p O N L N %Zr V C N Zr� A&BUILT pRO/ECT REF. FAC23-0003 7HESE PLANS ARE APPROVED FOR CONFORAWVCE 071H THE OF AUBURN' REOULREWNIS W O OE1! RENEW EIAG.NEER: E V lIj E DATE APPROVED: 9.12.2023 N NOT TO SCALE SITE LAYOUT AND SURFACING PLAN = o PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. N < Z I Q o Z W W PNCOROLC Z OQO~OJnx PP51_006 BB550 5 LL W U L U) Z Z EXISTING CONSTRUCTION KEYNOTES: ^ o Y cn Fn (ALL KEYNOTE SHOWN ARE FOR CONSISTENCY BETWEEN Z = Q q,97' SHEETS. SOME KEYNOTES MAY NOT BE APPLICABLE TO THIS SHEET) 0 15' 30' 60' a POINT OF BUILDING .os'Q Q BEGINNING 55.05' S4.95' CONNECT NEW FENCE TO Oj 4" WIDE WHITE PAINTED PARKING STALLS (2 COATS) ® j M Z —z1 / /-/1 L /_-_/-Z-_/1 L / z/ EXISTING FENCE ATE SCALE: 1"=30' k O Jj r" Ole O ASPHALT PAVEMENT PER DETAIL ON SHEET C14. W 7 Z) FOUND 1/2" REBAR & CAP LS 22956, US a 0 CAST IN PLACE CEMENT CONCRETE BARRIER 0 Q � m SUBSURFACE, ? O(Typ) 18 STALLS - 9' X 19' CURB PER DETAIL ON SHEET C14. J 012' S & 0.13' E OF CORNER m m[ /2 q TACK COAT AND MATCH EXISTING ASPHALT PAVEMENT AT it IJ.I = Q m 1 7'fP !•��L�v 0 10 CLEAN, VERTICAL UNYIELDING SAWCUT EDGE. 10 � EXISTING FENCE "' 19' 'upi 0 4' THICK CEMENT CONCRETE SIDEWALK OVER 2' LEVELING $ (TO REMAIN) 3 3 6 COURSE (3000 GI MIN. CONCRETE). 1.5% MAX. CROSS C7 SLOPE, SEE GRADING PLAN. z © 6' TALL GALVANIZED CHAIN LINK FENCING WITH 26.75' I 26.75' i �, THREE -STRAND BARBED EXISTING 0 RABOVE TO MATCH FEN E ON ADJACENT PROPERTIES. LIMITS TO11 COORDINATE WITH ADJACENT OWNERS. SEE SHT C16 FOR 0 FENCE DETAILS. C..D 0ft� J O LL- 1 TYP. Oj 6' TALL GALVANIZED CHAIN LINK SWING GATE WITH KNOX 4 OF BOX(FOR EMERGENCY VEHICLE ACCESS). SEE SHT C16 55' FOR FENCE DETAILS. w Z C> O mo Z LLI m THRU CURB DRAINAGE FLUME PER DETAIL SHY C14. SEE Q 2 ^T II GRADING PLAN FOR DRAINAGE ELEVATIONS. �j F ci U 1CD LU r T21 1 TYP. C O9 SITE LIGHTING. SEE PHOTOMETRIC PUNof Im11 W O 1 FEMA ZONE AE 10 LANDSCAPE (TYPICAL). SEE LANDSCAPE PUG. m N Z L 11 WHITE PAINTED TRAFFIC DIRECTIONAL ARROWS, TYPICAL ¢ W U Z nr m,P)� 2 0 PEDESTRIAN ACCESS ROUTE, 4" WIDE WHITE EDGE STRIPE WITH c J 0:� > N 4" WIDE WHITE ANGLED STRIPE AT 2' O.C./45-DEGREE ANGLE. L J Z 110.5' Of p J U LJ- _ gV\IOMG \1C JMP) LIL O CO H\lL NO 55' AVgVRAX PARCEpp40 f 70.5' gg6451,0040 55 ' 6 GENERAL NOTES / N GUY hA p 1. SEE SHEET C2 FOR APPLICABIE CIVIL GENERAL NOTE. 'Py0 j1 WAS111 75' m , 2. ADJUST OR SET THE FRAMES OF EXISTING ANDETA PROPOSED UTILITY GRATE AND i f COVERS PER CM OF AUBURN STANDARD OF THE T-OS ADJUST OR SET AS 75 NECESSARY THAT TO MATCH THE CURS SLOPE U THE PROPOSED FINISH GRADE AND N p ///'y'�� SUCH THAT NO PONDING OCCUG AROUG UIILM GRATE$ ANO COVEG. �' 38950 R IX. FENCE TO REMAIN NEW FENCE TO BE LOCATED 3 ALL DIMENSIONS ARE TO FACE OF CURB. PAVING/CONCRETE UNLESS NOTED OTHERWISE FLOW LINE. OR EDGE OF fpf1�M/LTEE�`A�"� in 2 3? , r^ ON THE PROPERTY LINE. 09/08/202.1 46 CONNECT TO EXISTING FENCE. IX FENCE SOUTH TO REMAIN - 'R ® Td > z I TYP. 2 z 2.4' EMENDED r^ 1 UND 1 3/4" BRASS HEIGHT CURB SEE �? ' ONCRETE. LS 15650, of DETAIL THIS SHEET I I e FOUND 1/2" REBAR & CAP LS 22956, 08 ABOVE GRADE, 0.5' S & 0.29' E OF 3 I B. o m $ 8 CORNER 1' R 3 0 p I C 9 I CONNECT NEW FENCE TO Py ?y 1 S R3' 3 T� E%ISTING FENCE 1 r r 2W.5 ' CD d a+ q 55' 110.5' 55' n \ PROPOSED C 00 IX. ASPHALT N01'34'O6"E 2290' 6 ?2O o�p 6 Lb PAVING SLOPE C RS' R5' ry i PROPOSED CURB AND W ASPHALT PARKING C C N 7 8" THICK EXTENDED m j OM 3 7 p 10 t 10 HEIGHT CURB 3000 PSI `OT CMINIMUM ONCRETE CEMENT C$ 0) ry t Eft p L C In 4r 3®g 5tf 6 3 EXTENDED HEIGHT CURB DETAI 69. W' �60.00i4 NOT TO SCALE 1 o-� AS -BUILT REMOVE AND REPLACE FENCE R77' �� 10 AT THE PROPERTY LINE e =FLOO 119)(N LIMI75 p ) ggo— -0 24' 4.5' 3 8 PR➢JECT REF, FAC23-0003 40 4,5' ' R'9A' 5.82' 2 I 1 tP. 1p 5.58' 2 2R 0812' ----24• A Z X_ THESE PAWS ARE APPROVED FOR 1�1�1 w1m1m1n1n1w1m1m1m1m1m1m1m1m1!/�m1m1Q WMNOE WTI}THE CYRBU KOOW what's @OW. OUREMmCD MATCHLINE SEE 3HT C8 T Call before you dig. DEI, �E, D"�Iq Dial 811 a L0 IS 047E APPROVED. 9.122023 0 nl U ti i CB STD GRT !,,� RIM=51.73' 1 6" PVC N IE-48 68' 6" PVC E IE=48.63' 8" PVC S IE=48.63' 1 1 I 1 REMOVE AND AT THE 1AKIN Sg PRc%GA5K LLC 1 1 I 1 BOAT OF CB STD GRT RIM=51.56' 8" PVC N IE=48.51' 8" PVC HE IE=48.56' 1 1 I 1 CB STD GRT I / RIM=50.99' 1 8" CMP NW IE=4839' , 8" PVC E IE=48 49' 12" CNC S IE=4839' \ CB STD GRT 1 RIM=50.45' 12" CNC N IE=48.40' 12" CNC S IE=48.30' CONNECT TO EXISTING FENCE SITE LAYOUT AND SURFACING PLAN PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. MATCHLINE SEE SHT C7 __ ---I- I_ ♦ I C RIM=51.93'B STD CRT / 6" PVC W IE=49.63' B / V SHED 4,224 SO, FT..*A s 1l11L/1L/�1�L /.♦ �I T/_7 771�T/-7 7T/-t7 ``♦ 8 1 SHIPPING .. a` 6 CONTAINER SHIPPING CONTAINER R \ / \ FEMA ZONE X \ / It /L 1 BUILDING s EXISTING / 21,225 SQ A / \ / SHED V / 8 VAN ACCESSIBLE PARKING BOLLARD \I / I I/ SIGN PER DETAIL THIS SHEET DYP) y & ` J I/ TRANSFORMER A I POWER ♦ I FAUC �ILZ CAB GATE FINISH \ a I 152.70' WATER METER Y' S (X2) 5' 1 I m CS STD GRT RIM=50.43' 48° CNC E IE=44.83' SDMN 48° CNC W IE=4485 RIM=50.87' 14" CNC N IE=4697' 6" PVC SE IE=47 77' O rmatm FLOODPWN LIMITS ov �1 18 , GATE 9' 9' A VAN ACCESSIBLE PARKING PAVEMENT MARKING PER AE DETAIL THIS SHEET - m �F13M 201E B STD GRi RIM=51.91' 8" PVC SW IE=49J6' zt gl (O1'I S. 1 s PIT \ ♦ )li PC ER \ VAULT 4 MaILBox-- R34a a 2 c _7 GI rS _CAR W SIDEWALK. SEE C11 m SSMH RIM=5077' TEL VAULT FIRE LINE WATER 18` ADS E IE=4007' BACKFLOW VAULT METER 18" ADS W IE=40.12' W/FDC CB STD GRT RIM=50.99' 8" PVC HE IE=49.19 12" ADS S IE=48.64' CONSTRUCTION KEYNOTES (ALL KEYNOTES SHOWN ARE FOR CONSISTENCY BETWEEN SHEETS. SOME KEYNOTES MAY NOT BE APPLICABLE TO THIS SHEET) O 4" WIDE WHITE PAINTED PARKING STALLS (2 COATS) O ASPHALT PAVEMENT PER DETAIL ON SHEET C14. OS CAST IN PUCE CEMENT CONCRETE BARRIER CURB PER DETAIL ON SHEET C14. ®TACK GOAT AND MATCH EXISTING ASPHALT PAVEMENT AT CLEAN, VERTICAL, UNYIELDING SAWCUT EDGE. O 4" THICK CEMENT CONCRETE SIDEWALK OVER 2" LEVELING COURSE (3000 PSI MIN. CONCRETE). 1.5% MAX. CROSS SLOPE, SEE GRADING PUN. ©6' TALL GALVANIZED CHMN LINK FENCING WITH THREE-STRkND BARBED WIRE ABOVE TO MATCH EXISTING FENCE R ADJACENT PROPERTIES. UMITS TO BE COORDINATE WITH ADJACENT OWNERS. SEE SHT C16 FOR FENCE DETAILS. O6' TALL GALVANIZED CHAIN LINK SWING GATE WITH KNOX BOX(FOR EMERGENCY VEHICLE ACCESS). SEE SHT C16 FOR FENCE DETAILS. THRU CURB O GRADING PLANRF R�E FLUME PER DEAL SHT C14. SEE DRAINAGE ELEVATIONS. O9 SITE UGHIING. SEE PHOTOMETRIC PUN 10 LANDSCAPE (TYPICAL). SEE LANDSCAPE PUNS. 71 WHITE PAINTED TRAFFIC DIRECTIONAL ARROWS, TYPICAL 0 PEDESTRIAN ACCESS ROUTE, 4" WIDE WHITE EDGE STRIPES WITH 4" WIDE WHITE ANGLED STRIPES AT 2' O.C./45-DEREE ANGLE. GENERAL NOTES 1. SEE SHEET C2 FOR APPLICABLE CML GENERAL NOTES. q 2. ADJUST OR SET THE FRAMES OF EXISTING AND PROPOSED UTILITY GRATES AND COVERS PER CITY OF AUBURN STANDARD DETAIL T-05 ADJUST OR SET AS NECESSARY TO MATCH THE CROSS SLOPE OF THE PROPOSED FINISH GRADE AND SUCH THAT NO PONDING OCCURS AROUND UnUTY GRATES AND J+ COVERS. 3. ALL DIMENSIONS ARE TO FACE OF CURB, FLOW LINE, OR EDGE OF PAVING/CONCRETE UNLESS NOTED OTHERWISE. 9 SDMH RIM=S 48. Ct 48CI CB STD RIM=50 91 12" CNC 12" CNC SSMH RIM=51.06' 18" ADS W 18" ADS S RESERVED PARKING 0 15® , SCALE: 1 "=30' BACKG REQUIREMENTS HEIGHTS ACCORDING TO LOCAL REQUIREMENTS. IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE WALKING SURFACE FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR 2"0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0" MARKING DETAIL (ACCESSIBLE PARKING) NOT TO SCALE Ti4' 3' S' L ■ a � �WHITE PALM FIGURE PAINT —� CONTRASTING BLUE BACKGROUND WHITE BORDER _\��aala;Irl;ua:K;r_vacrr_�I�--Liar-T.n�.TycKa�-r_-�I:TI�u�;csE�� A SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH NTH ACCESS DRIVE, CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT TO SCALE AS -BUILT p what's Call before you dig. Dial 811 -T REF, FAC23-0003 PAWS ARE APPROVED FOR 7M4NCE III THE CRY OF, AUBURN$ REVIEW fNC/NEER: APPROVED: 9.122023 z z a o zW L4 °0' z < 0 J F— W W z Z�z Q and F L`'3 z O 7 } LWL1 p J [If CO p Q W i` M � a-� a-o U�LJL J (D 2 r w m z cl Q > U of W lL � = H L j U) LU U a LU CJ Q > N LL K O < I U IL. Tn o O LL Uto 11 z of a - x s v m O S C n L c V01 a C >M C ¢ 00 C Ln mtJ C �Yv O E V 6a u N 00 V a 0 n FOUND 1/2" REBAR & CAP LS 22956, 0 3- SUBSURFACE, 012' S & 013' E OF CORNER » 88.88 --9-1- IF 12" CPEP PIPE- S- 0 H38PF 1.26% AUBUF A% P RCEEVjp 040G ELC 885551 176'x4O' (INSIDE DIMENSIONS) - STORM VAULT (PER STRUCTURAL ... DESIGN). SEE SHEET C12 FOR NOTES AND SECTIONS. PER BLDG PERMIT (! \ 194.38 -tW LF 12" CPEP PIPE SD O 9:64W 062% FOUND 1/2" REBAR & CAP LS 22956, 0.8 ABOVE GRADE, US S & 0.29' E OF CORNER ------------ 2.e EXTENDED HEIGHT- CURB PER DETAIL SHT C7 NOV34'WE 22.90'-/ LOT 3 AT N29 �091P275i Fec. 2" PRESSURIZED HDPE SD FORCEMAN� INSTALLED BY DIRECTIONAL DRILLED BORING (OR APPROVED ALTERNATIVE) 2' WIDE CONCRETE NJMB SEE DETAIL So 14 I�I�I�I�I�I�I�I��If1 B C13 3 EXI ING BUI ING L/1111/� /-/1L� //1LZ� GL GATE -_ -- -� T - .51% 1 WO 02 I o IC6h / \ n l A � + � 26.0 i I -38-LF 12" ADS PIPE 1 i� %SOLF O .57%S PIPE �SD 04384E ••• ACCESS HATCH. SEE VAULT ACCESS COVERUFACT NOTES, THIS SHEEP FOR M4NUFACNRING DETAILS, 1 i 1J1' 110�0'O �4 O 1 �;=01 1 �m POP%440OPENING - Ivf�m60044r'.MAINTENANCE, (TYP.) ACCESS MANHOLE (TYP-) GRADING AND DRAINAGE PLAN PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. N IY I 0 15 .® SCALE: 1 "=30' k r _ I I pUgVR 1pyPARcvo 40G LL1 885551 `� FOUND 1 3/C BRASS DISK IN C X C E=46:BB 45.94 1 \ II CONCRETE, LS 15650, 1.2' SUBSURFACE I11 I q ACCESS HATCH. SEE VAULT , > 'ACCESS S COVER NOTES, THIS SHEET - - FOR MANUFACTURING DETAILS I -ACCESS MANHOLE 9>S6�I x1L5.92 �� 1 " I I (TYP-) j > LF 12" ADS PIPE SD \ G e VAN rI I 1 A 9ARBi - LL4 �\ LF 12" ADS PIPE 1 0.17% 11 - SO 0994 94E C"3 \ 0.63% LF 12" ADS PIPE SO 11 -' 9. O »"" x 3 0-2.44%. p y TWO OI_ 12 C®i1 , - u GEW1ERv` 2" HOPE FORCEMAIN TOE CURB CUT FOR DRAINAGE ••� 6 A ` \ 6 x /GRADE-NDSCAPE AREA AS ` / SHOWN. AREA IS BEING USED FORS.., 1\ ` FEMA FLOOD STORAGE . ` 1•T • x 2' QUID NCRETE FLUME __________--J_____50____- .1 I SEE oEr ma S -� -4 s j- -. ! / ` 2" RE&1R & CAP LS � IY 21 012, N&016'EOF IN 1m1m NNE -SEE SHT CIO C13 FEMA FLOODPLAIN LIMITS PER FLOOD INSURANCE RATE MAPS Nv (FIRMS) DATED AUGUST 19, 2020 39.6' STORM DRAINAGE STRUCTURES CBp1 TYPE 2, 60" PUMP STATION W/SOLID LOCKING UD SEE SHT C14 FOR PUMP SPECS RIM=49c66 49.61 IE9(12El IE646 E=8 2" N) (= FM) CB$2 TYPE 2-48" W/ROUND SOLD LOCKING COVER RIM = '_.49.52 IE1490 (12" N)43.97 IE=44-.86 (12" S) 43.97 IE=4498 (12" E) 43.97 Cap TYPE 2-54" FLOW CONTROL W/SOUD LOCKING UD RIM-19.76 49.68 IE=40..66 (12" N) 39.88 IE10.90 (12" SW)39.88 OWS g1 6'x12' OIL WATER SEPARATOR 5106-2-CPS RIM- -19+78 49.69 IE=IA PA (12" W) 42.99 IE-4480 (12" E) 42.65 WQ 01 4'x8' IB RIM-48:75 48.75 IE16.45 12" N) 45.18 WO 02 4'x8' 13 RIM=4B.R6 48.69 IE=15..28 (12" S)45.09 DEV23 VOLUME III, APPENDIX D.6 (PUMP SYSTEMS) THE CUY-S 2022 -0002 SUPPLEMENTAL MANUAL TO THE 2019 DEPARTMENT OF ECOLOGY (DOE) STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW), APPROVED 3.1.2023. APPROVAL TO HAVE A PRIVATELY OWNED STORMWATER PUMP ON PRIVATE PROPERTY. THE CITY ENGINEER HAS DEIERMINDED THAT THE APPLICANT HAS SUFFICIENTLY DEMONSTRATED THAT THE PROPOSED DEVIATION WILL MEET OR EXCEED THE CORRESPONDING CITY STANDARD FOR EACH OF THE CRITERIA IN SECTION 1.D4.1 OF THE EDS AND THE REQUEST IS APPROVED. 100-YEAR FLOOD PLAIN ELEVATION = 53.5' Z O cn 0 J a 00 W d x d0 CONSTRUCTION KEYNOTES LU � z z Q STORM DETENTION VAULT 40'076' (INSIDE WALL TO INSIDE WALL) Q O 1-- O REQUIREMENTS AND NOTE REQUIREMENTS ON SHEEP C2. Z J LLJ 0DEV23 BIOPOD BIOFILTER, SEE DETAIL ON SHEET CIS. � Z LU Z 0002 O3 SEE SE C14 FOR PUMP STATION DETAILS AND SPECS O Y 0 of 9 © PEER D TAILS ON SHEETRCI5. OW RESTRICTOR z a n 0 FORCE MAIN VAULT VAULT. F" CY) Z TYPE 1 CB OR APPROVED EQUAL WITH SOLID LOCKING UD $ Z W h 0 3 RIM =8.4 49.96 LLJ qtT IE = i6.5- 47.98 v Q [If ED SEE SHEET C14. Q © INSTALL POST MOUNTED PUMP CONTROL PANEL MUST BE AT LEAST Of (n Q 1 FOOT ABOVE FEMA BFE (SFE=53.5). GRADE SMALL PAD TO 0 _ ELEVATION 50.5 PER PLAN. SEE SHEET C14. GENERAL NOTES $ T� cM 1. SEE SHEET C2 FOR GENERAL EARTHWORK NOTES AND PROJECT NOTE REQUIREMENTS. i 2. PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING 13:� GRADING OPERATIONS. 0- 0 3. ADJUST OR SET THE FRAMES OF EXISTING AND PROPOSED UTILITY � 0 GRATES AND COVERS PER CITY OF AUBURN STANDARD DETAIL T-05. ADJUST OR SET AS NECESSARY TO MATCH THE CROSS SLOPE OF J Li - THE PROPOSED FINISH GRADE AND SUCH THAT NO PONDING J _ OCCURS AROUND UTILITY GRATES AND COVERS, W Z O 4. SPOT ELEVATIONS ARE TO EDGE OF PAVEMENT, GRADE BREAK, Z W m BOTTOM OF CURB, OR FLOWLINE UNLESS NOTED OTHERWISE. M O Q F- > U 5. ALL CATCH BASINS ARE PRECAST CONCRETE MO SHALL CONFORM TO WSCOT STANDARD B-5.20-03 (TYPE 1). 8-5.40-02 (TYPE 1L), � LU 00 W OR B-10.20-02 (TYPE 2). z Z 1 6. PIPE TRENCH BACKFILL PER CITY OF AUBURN STANDARD DETAIL fb Cn Z LU Ur T-Ot. Q LU U Z 7. THE SPECIAL FLOOD HAZARD AREA DELINEATED ON THE PLANS IS m 0:� 5 N PER THE FLOOD INSURANCE RATE MAPS (FIRMS) DATED AUGUST 19, L j Z 0 2020. THE ENTIRE SENCLUEING THELEVATION EXIISTING BUILDING IS PARCEL ALLS53.50. BROW THETHE U C¢ J BASE FLOOD ELEVATION. 0 O to LL. U FLOOD PLAIN VOLUME CALCULATIONS ELEVATION PRE-DEV CONDITION PRE-DEV CONDITION DEV CONDITION DEV CONDITION FOOT FLOOD STORAGE CY SUM STORAGE CY FLOOD STORAGE CY SUM STORAGE CY 48.25-49 0 0 49 49 49-50 601 601 633 682 50-51 2,051 2,652 2,011 2,693 51-52 2,957 5,609 3,313 6,006 52-53 3,881 9,490 3,964 9,970 53-53.5 1,986 11,476 1 9 6 11,966 TOTAL 11,476 11,476 11 96 6 8 x s O U � S c t C 0 1°n � C j C U! >M C Qmry Know below. Iv %, What's p Call beforeoreyouou0 dig. 1�p C L c M Dial 811 m V Y w PRCUEC7 REF..- FAC23-0003 THESE RLWS ARE APRROLED FOR CONFORMANCE WR}/iNE CRY OF AUBU REWIREMENIS. � O DEV. REWEW ERDWEER: ` 047E APPROVED: 9.122023 c o N D U a CB STD GRT' RIM=51.73' 1 6" PVC N IE=48.68' 6" PVC E IE=48.63' 48I rY 8" PVC S IE=.63' 1 u I c C u INSTALLED VBY DIRECTIONAL DRILLED BORING (OR APPROVED ALTERNATIVE) 1AK1N 1RDUpARCEo010K LLC 158260 R s5 CRT RIM=51 56' 8' PVC N IE=4851' 8" PVC HE IE=485V CORE AND CONNECT 2" PRESSURIZED HOPE SD FORCEMAIN TO EX. GB / IE=49.16 (2" N) CB STU GRT J, RIM-5099' 1 8" CMP NW IE=4839' 8' PVC E IE=4849' 12" CNC S IE=4839' \ CB STD GRT RIM=50 45' 12" CNC N IE=4840' 12" CNC S IE=4830' GRADING AND DRAINAGE PLAN PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. MATCHUNE SEE SHT C9 RIM=jD CRT I.. / 6" PI W IE=49.63' F ZONE Ae m III s� A/ SHED � 41224 SQ. Ff.� /J _ MA az1 17-1-77y /-/7* R 1 M SHIPPING R CONTAINER SHIPPING I( R CONTAINER I � I a v i EXISTING Ir'/ 21 2 215 DSQ FTNG 1 / Faa ZONE x I �. .. SHED ��I\ Y \ / B0) R r TRANSFORMER POWWEERR %/I/lr FAUCET x ATE1 5 0 FINISH R FLUOR. \ i o O 5231 GATE h\ I rj 52.70' R 5� 12 II WATER METER yl �'10% 52 12 (" ,�." ES 9T W m .,(. ` RI M=5191' STD GRT GRAD UNES RI _ m y 8" PJ,G„$W IE=49.7¢,. V _L___ FBAA ZONE AE "` %��I .�. / POWER ` VA LT 52 .. CB STD GRT RIM=50.43' 48" CNC E IE=44.83' SDMH 48" CNC W IE=44.85' RIM=50 87' 14" CNC N IE=46 97' 6' PVC SE IE=47 77' - -m _ RBUT -�--m" RIM=50.77' L TEL VAULT WATER 18" ADS E IE=40.07' METER 18" ADS W IE=40.12' `CONCRETE DRIVEWAY APPROAC PER COA STD DTL T-35. SEE FIRE LINE SHT C11 FOR DETAILS. BACKFLOW VAULT W/FDC PEDESTRIAN SIDEWALK. SEE C11 FOR GRADING DETAILS. FLOODPIAIN UNITS T.DOD INSURANCE RATE MAPS i) DATED AUGUST 19, 2020 N STASP NO. .D � P p E0060 CB STD GRT RIM=50.99' 8" PVC NE IE=49.19' 12" ADS S IE=48.64' 0,77' SDMH RIM-51 34' 480 CNC E IE=45.44' 48" CNC W IE=45.3V - Ce STD GRT RIM=50.90' 12" CNC N IE=47.45' 12" CNC S IE=47 50' SSMH RIM=51.06' 18" ADS W IE=40.26' 18" ADS S IE=4031' SSMH RIM=51 55' 121 ADS E IE=42 25' 12' ADS W IE=42.20' 0 15, 30' 60' SCALE GENERAL NOTES 1. SEE SHEET C2 FOR GENERAL EARTHWORK NOTES AND PROJECT NOTE REQUIREMENTS. 2. PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING GRADING OPERATIONS. 3. ADJUST OR SET THE FRAMES OF EXISTING AND PROPOSED UTILITY GRATES AND COVERS PER CITY OF AUBURN STANDARD DETAIL T-05. ADJUST OR SET AS NECESSARY TO MATCH THE CROSS SLOPE OF THE PROPOSED FINISH GRADE AND SUCH THAT NO FORMING OCCURS AROUND UTILITY GRATES AND COVERS. 4. SPOT ELEVATIONS ARE TO EDGE OF PAVEMENT, GRADE BREAK, BOTTOM OF CURB. OR FLOWUNE UNLESS NOTED OTHERWISE. 5. ALL CATCH BASINS ARE PRECAST CONCRETE AND $HALL CONFORM TO WSDOT STANDARD B-5.20-03 (TYPE 1). B-5.40-02 (TYPE 1L), OR B-10.20-02 (TYPE 2). 6. PIPE TRENCH SACKRLL PER CITY OF AUBURN STANDARD DETAIL T-01. 7. THE SPECIAL FLOOD HAZARD AREA DEUNEATED ON THE PUNS IS PER THE ROOD INSURANCE RATE MAPS (FIRMS) DATED AUGUST 19, 2020. THE BASE FLOOD ELEVATION ON THIS PARCEL IS 53.50. THE ENTIRE SITE INCLUDING THE EXISTING BUILDING IS ALL BELOW THE BASE FLOOD ELEVATION. A&BUILT Know what's p wl Call before you dig. Dial 811 PROJECT REF, FAC23-0003 THESE PUNS ARE APPROVED FOR CONFORMANCE *VH THE CRY OF, AUBURN; R£vTEw ErrrHrY9.1 �� APPROVED. 22023 Z O Z Z o J a a_00 O W W W Z O z 2L wz �— Ir z Un Un ❑ Q ¢a [D I— M Z Z W ❑ Of m Q A I M � CL O O 0 U LJL J 0 2 rn o LU rn Z W 0U)>cD o a of > W W Z LW c WCD U Q LU M of of O U u Yn O m IP 8 of a 3 O of U 6 C Or 0 m L C j J2 C W M N 7 C Q COON C) to M N a N to C En 4 c �U 19 0 EX. CB ST RIM= O = .99' 3 CMP NW IE=48.39' 8" PVC E IE=48.49' '9; CNC S IE=48.39' REMOVE GRATE AND INSTALL SOLD LOCKING LID i EXISTING FIRE VAULT 7!�7ISIGNAL ANDFDC TO REMAIN EXISNNG 1" DOMESUC I METER TO REMAIN. ; 1.Fla FRONTAGE IMPROVEMENTS PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. 59 33 / 52.33 filli fr 48.351 _ �, •"' STREET UGHF. SEE w K' asbuil ILLUMINATION PLANS'--- Ipower1 m new Curb and Gutter to provide cabi 1 / positive flow to catch basin. 0 7.5' WIDE CC ENT A CONCRETE C11 i DOUBLE C CK VALVE s ISIDEWALK COA / ASSEM PER COA STD T-11i L / yN' D7L W-24 -- n4c1 �rc 1—x,<mm 41 1tW1 ncc n) t U. :o m MATCH EXISTING SIDEWALK -- -- I�sTc �Q--__ - a -57-TBC d AT NEAREST JOINT USING A 5' TRANSITION PANEL T �. T� A �mm— - T(UG') TBC n5B03 - _ 1 ucl—n * 1�nG_ ALL OTHER SIDEWALK SLOPES TO BE 1.5% MAX __________ _ ��t. — — _ _ 50.46 043 9 c—c c—c—c—c—c—` ______-_�__________ - — — — — —G GI—�—�-0 '--'-____ ----- 30• CURB AND GUTTER PER P`_ 37 LF III TYPEK € WSDOT STD PLAN F-10.12 IS _n— sc COPPER WATER SER/ICE- --�� 9 — FULL DEPM PAVEMENT REPUCEMENT A=15RS R=105.99' L-MB. EX. CB STDi.R --�-- ER COA DETAIL T-01 RIM= ° 12" CNC N IE=48.40' 51.11— 12""CNC S IE=48.30' i 5 «"" w—w—w—r—r—r �w- w—w—w—w—w—w—w—wrr—w—w w—w—w—w ;X S$EEki-� _ 19—��`✓1—�— RIM=50.]]' RESTORE YELLOW PAINT TWO-WAY LEF- -—_��--1— 18" ADS E IE=40 07' CENIERUNE WITH RPM AS NIECE II I I _�--- d. 18 ADS W IE=40.12�-- PER WSOUT SID PU —m—m—V)— __ __-- - ---------------- ------------- ____ __ a a 4 nW -11M,�,�,-,,-- FRONTAGE IMPROVEMENT PLAN LEGEND SW SIDEWALK ELEVATION TC TOP OF CURB ELEVATION ME MATCH EXISTING 11 SCALE: 1 "=10' IX CURB (TYPICAL). SEE PUN FOR AREAS OF NEW CURB AND GUTTER 3 RIGHT TURN' SIGN PER MUTCO SIGN A READ TEXT S BELOW SIGN O READ 'TRUCKS'. MOUNT 1` / PER COA I D DTL T-24..., i1 1= LU 1 Est �w =NOcGi tW)� -nWr� C FLUSH ]4 p — O 3NG%%: 0 PNEW COMMUNICATION V CONDUIT UNDER SIDEWALK. i/`—�7 (vtllj` PERER CITY Y AUBURN STD DETAIL T-33 33 �ft'a �51.47 V' JOINT USING A 5' ,5z 1( N,c ,TBC 1 _ TRANSTION PPNEL ,um `P "51 34 'W c - OTHER SIDEWALK TBC i" - , °iu TO BE 1.55 Wll( 1 c-1c c�_ kEMILS �DEV23 I —ASPHALT TACK COAT MATCH IX PAINT -0019 PAVEMENT SURFACE }��� CONCRETE DRIVEWAY STRIPEFULL DEPTH PAVEME APPROACH PER COA 9+00 _ _w— —rPER OA DETAIL T- $TD DTL T-35 ROW CFND1RI INIF w—w—Wrwrevised Sawcut limits and repave -P E%ISIING D.I. WATERLINE PN0 INSTALL s1 z9 —wIn rovIrI osiNV flow to utter.W 1" WATER SERVICE AND 3/4" p P g IGATION METER PER CON STD DTL—;o—+c—SD�13. TRANSVERSE TRENCH, aACKFILL, D SURFACE RESTORATION PER CITY"ct x T-01 PND T-02.—m=�p� �10E IRRIGATION PUNS FOR IRRIGATION 33� S T HE flA,CK OW ASSEMBLY DETAILS. - —m——50—°'— —w— - (MINOR ARTERIAL)�.---�_ . µ-_ _ - / °lWl °IW) 4 a �-ate __� - _ m a �)Nct �K1--__- /- nmt -GRIND AND OVERLY TO NEAREST IL T LINE, PER Vc - < n :act ^� �q ]_ _ _JCwi--- - d MIN PAVEMENT RESTORATION DETAIL T-02 FOR - - d dt/�m'c,<-- MINOR FL ROADWAY. ° -Too) c1° Nct REDUCEE CHACHANNEUZATION LANE LNES TO MEET �mm =AHD MATCH E%ISTING LAYOUT. d a°tWt � ttW, a i - INN a ryct� < DEVIATION DESCRIPTION: OEV23 SECTION 10.05.05 OF THE CITY$ 2023 ENGINEERING DESIGN STANDARDS. -0019 APPROVAL TO HAVE A DRIVEWAY WIDER THAN 32 FEET. APPROVED 8/1/2023. APPROVAL TO CONSTRUCT A DRIVEWAY APRON WITH WINGS WIDER THAN THE MAXIMUM OF 32' ALLOWED FOR COMMERCIAL/INDUSTRIAL DRIVEWAYS. THE CITY ENGINEER HAS DETERMINED THAT THE APPUCANT HAS SUFFICIENTLY DEMONSTRATED THAT THE PROPOSED DEVIATION WILL MEET OR EXCEED THE CORRESPONDING CITY STANDARD FOR EACH OF THE CRITERIA IN SECTION 1.04.1 OF THE EDS AND THE REQUEST IS CONDITIONALLY APPROVED. THE FOLLOWING CONDITIONS MUST BE APPUED: THE DESIGN SHALL INCLUDE SIGNAGE AND/OR CRAHNEUZATION TO PROHIBIT TRUCKS FROM MAKING A RIGHT -TURN EXITING THE SITE. 2' FLAT BEHIND WALK, WA VARIES SIDEWALK 5% 3:1 TO MATCH � - - IXISIING CEMENT CONCRETE SIDEWALK PER CDA STD DETAIL T-13 ROADWAY SECTION A 37TH STREET NE - MINOR ARTERIAL 1"_5 WATER METER N I ff S' B U I LT AFTER APPROPRIATE FEE PAYMENT RECENEO AHD VERIFYING THAT IRRIGATION SERVICE LINE AND DOUBLE C crK VAI VE eccFM Y ^rv°� uec IS INSTALLED (NOT BY CITY), THE CITY WILL REMOVE THE SPACER AND 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 METER. —m—A—Sc— d V d N I 0 5' 10' 20' SCALE: 1"=10' Know what's Q CaII beforeore you you dig. Dial 811 'T REF.- FAC23-0003 PUNS ARE APPROIED FOR DANCE WITH THE CITY OF, AUBUI - REVIEW ENGINfFFR.'�L APPROVED., 9.12.2023 / Z 0 fn Z CO 0 Z oDi X W W W W 0Z0 J w� w Z Z _ cd G �! Q Q F— M Z H W t` IY Z W _ 0 Of m LL U) Q � M or d 0 0 LJi JI C.7 2 Kr w 0 rn Z Z W co UD = W = P W Cl) V Z c J H' U) O 0 U LL O gl! d 2 5 $ o C W ec Lni C N C a 80 Pv 0) B o � U $ N � 0 R, vj 46 IT STORM DRAINAGE PROFILES AND DETAILS PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. 0+60 xao 2+00 3+00 STORM DRAIN PROFILE 4H00 also e+00 7+00 7+80 PROPOSED _(0i•li@UL�IUl1 AN AN ASIA mi :• axulKr. W141nalmm, 11111111 ON ECTION 50 45 r 39.0 S V] 0160 1100 2400 STORM VAULT SECTION C—C 1"=30' HORIZ, 1"=5' VERT Know what's IOW. p CB:: before5 you dig. Dial 811 V-30' HORIZ, 1"-5' VERT __ __ Cam_ i_ BOTTOM - '1��I�WIiifWLY_�!A__YY'I�I�Y■WLiiLI'V-SHAPE LLtiAiIALAL■�L���.. rLYYYlLAlIIiALILI _ ' -ZSlla�_�!!1'1&Tlilll-PI___________ i "IIiRIRT_'I_ "�1Li�1L^LY` i IIQ•l a q a11111.1121q a1)__________ ____■EW�Yi■lIIEI.� OIQO 1+00 2H00 STORM VAULT SECTION D—D 1"=30' HORIZ, 1`=5' VERT am Am VAULT ACCESS COVER NOTES: 1. PROVIDE TRAFFIC RATED 5'X70' LOCKING, PERSONAL 2-DOOR SOUD ACCESS HATCH. 2. FRAME AND HATCH COVER SHALL BE DESIGNED FOR 150 PSF LIVE LOAD. 3. A SPRING -ASSISTED UFr 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 LADDER -UP MECHANISM SHALL BE INSTALLED CENTERED OVER THE RUNGS OR UDDER BELOW THE HATCH. 6. ALL HARDWARE SHALL BE ZINC -COATED. 176' 20, FLOOR FLOOR FLOOR FLOOR EL=4B.0& EL=b&6B 9.38, EL�B8&39.88 EL=1&BB- ..l_ ... �... ... �... �... ROOR ELF . 39.3 FLOOR FLOOR FLOOR FLOOR EL=40.BP EL=39:SO39.38 EL�&OO 988 EL=1&.B&398 FLOOR FLOOR FLOOR EL=46B& 39 88 EL EL=4B9& STORM VAULT FLOOR PLAN VAULT NOTES: (STORM DETENTION VAULT REQUIRES A SEPARATE BUILDING PERMIT) 1. VENTILATION PIPES (MIN. 12' DIAMETER OR EQUIVALENT) SHALL BE PROVIDED IN ALL CORNERS OF THE VAULT TO ALLOW FOR VENTILATION PRIOR TO ENTRY OF MAINTENANCE PERSONNEL INTO VAULT. VENTILATION PIPES DE LOCKING LIDS FLUSH WITH FINISH GRADE USING C OUT. 1i1 J �F{ETTp 2. WHERE PIPES ENTER AND V OU.yl(/IG51 E�MAX WATER SURFACE, THEY SHALL BE SEALED USING !#IWKN 3. SEE DETENTION VAULT STR IK ENGINEERING. 4. INSTALL CONFINED SPACE PLACARD AT ALL ACCESS POINTS TO THE VAULT. 5. SUCH A CONCRErE SLAB OR DETENTION VAULT MUST BE DESIGNED FOR THE FOLLOWING LIVE LOADS OR BE MARKED ON PAVEMENT PER VRFA REQUIREMENT. A. HS20 LOADING REQUIRED UNDER THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) PUBLICATION ENTITLED 'STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES• B. POINT LOAD OF 45,000 LBS. DUE TO THE MAXIMUM REACTION WHICH MAY OCCUR AT A STABILIZER OUTRIGGER. THIS LOAD MUST BE APPLIED ON AN 1BX18-INCH AREA '7 REF, FAC23-0003 PLANS ARE APPROVED FOR 414MCE AM THE CRY OF• AUBURN;' REVIEW ENGWEER: �L APPROVED: 9.122023 0. Z 0 cn Z ¢ o 0 WW °' F z 0 — W b W z z�- ��< and F ch Z W r W 7 m H � (n ¢ H r` M � I1 O � O 0 U LJi J 0 2 rn 0 m z LU o OM U) � > W W Z = LU W CD W V >N LL Of 0 < I U LL_ cf) o O LL Uto a c - x s n O U Y S C J L C IA j C � >M C Q0 mto L C L0 pep 11U C PY13 O E V u NI N V 0 U 9 FL 48 SITE CROSS SECTIONS PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. R R 6' HIGH CHAIN UNK FENCE 0 It 24M 0100 SITE SECTION A -A 1"=30' HORIZ, 1"=5' VERT NIURE It 4+00 6' HIGH CHAIN UNK FENCE O It R 1 '2 ONE N00 2+00 210D 4NE 6100 SITE SECTION B-B 1"=30' HORIZ, 1"=5' VERT 100—YEAR FLOOD PLAIN ELEVATION = 53.5' FLOOD PWN VOLUME CALCULATIONS ELEVATION PRE—DEV CONDITION PRE—DEV CONDITION DEV CONDITION DEV CONDITION FOOT FLOOD STORAGE GY SUM STORAGE CY FLOOD STORAGE GY SUM STORAGE GY 48.25-49 0 0 49 49 49-50 601 601 633 682 50-51 2,051 2.652 2,011 2,693 51-52 2,957 5,609 3,313 6,006 52-53 3,881 9,490 3,964 9,970 53-53.5 1,986 11,476 1,996 11,966 TOTAL 11,476 11.476 11,966 11,966 AS=BUILT Z 0 cn Z Q o X 0 In rn z wW O �-ZZ U OJ O W C� W UI Z � Z Of �— fcn n 2 co Q and F Z Lu W I 7 FT I m Q 2 H A H � a �o 0 U LJi 0 z w m M c 0 Co of W = W J Z P W W V CC ch 2 j N Lu OfLL 0O Q O U u 0n o O LL Uto � � z of 'I 'I O U 6 S C C 0 t In C � >M C Q do ) C Ln 0 C m ECT REF, FAC23-0003 E RANS ARE APPROVED FOR DIVENE III THE CRY OF AUBU '/REHEARS k.� O REKFIV EAC/REER: 9.122023 N ' APPROVED: U a CONSTRUCTION DETAILS 37m Street Perking Lot Expansion, 47 37m Street NE, Auburn, WA 98032 STORM SEWER PUMP DESIGN Pump Criteria • Design for detained developed flows (2.48 acres) frprn W WHM2012 0 02=0.0369cfs=16.6gsVmin 0 010=0.0566ds=25.4gaVmin 0 025 = 0.0686 cfs = 30.8 gal min 0 0100=0.0891cfs=40.0gallmin • Provide an explosion proof, submersible duplex pump system capable of pumping storm water without plugging. Single pump Can be rated for 20.0 gpm and then both pumps on for 100-yr tows. • Assume 1 forcemain to the existing catch basin per plan. • Design flow in the farce main = 40.0 gpm • Try 2-inch force main o Velocity at 40.0 gpm: V - Q/A - e2-!-ur x `= x=°�/(rr(1/12)s) - 4.08 fps Mn 9.4BpW 60a 0 2"foronepump:V=Q/A=(20mx aeaalef xsos)/(n(1/12)2)-2.04fps Static Head = Invert at downstream end of force main - Pump Elevation Assume HE at existing catch basin as maximum pump elevation I.E. =48.39 Elevation at new pump vault = 49.66 Suction Elevation = 39.80 Static Head = 48.39 - 39.80 = 8.59 It Total Dynamic Head = based on pump configuration and force main (to be verified by pump manufacturer) Force Main is 2" PVC New Force main Pipe length = 560 feat Friction loss in New Main = Approx. 20 it Fitting losses = assume 2- 90 degree elbows. tee and valve Friction loss in New Main = Approx 1 R 30513PumP LALCEao, Total Head = Static Heed + Friction Losses = Approx. 30.0 feet Wet Well Volume between pump on/pump off Pump on = 43.05 Pump off = 39.80 Type 2 CB-60" = 0.25(pi)52 = 147 gallons per foot On to o8 vol = (43.05 - 39.80) X 147 gaVft = 478 gal Cycle Time = 478 gal / (20 gal./min.) = 23.9 minutes Pump Station Control Panel Specification Contractor to provide primary power from existing building. Contractor to verify available power source and sizing prior to ordering pump station. Pumps, wiring and control systems shall be intrinsically safe per IBC requirements. The control panel for the pump station shall include: • Controls for a duplex -pump system (controls to be hard wired) • Plugin port for portable generator for backup power • Enclosure for installation outside (installation to be near the pump station and l' above FEMA elevation) • Dual panels for high voltage • Battery backup for control panel • Visual alarm - red light • Display at wntrol panel to monitor station performance • Manual and remote reset for alarms • Alarms for major operating parameters (including pump failure and high water alarms) • Pump cycle Counters • Elapsed run time meters • Surge protection • Dial up to 8 phone/pager numbers during an alarm condition (including powerfailure) • Minimum 1 year warranty STORM PUMP STATION SPECIFICATIONS 21e13 inpWLCdwx PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. PUP SYSTEM NOTES L COORDINATE PUMP SYSTEM PURCHASE AND DELIVERY WITH S. QUINN HAYDUKOVICH AT (425) 466-Z262 WITH CORRECT EQUIPMENT, INC. 2. EACH PUMP SHALL BE RATED FOR 20 GPM AT APPROXIMATELY 30 FEEr OF TOTAL DYNAMIC HEAD. 3. FORCEMAIN PIPING TO BE HOPE OR APPROVED EQUAL. FORCERNN FITTINGS SHALL HAVE THRUST BLOCKING PER CITY STANDARDS FOR ALL JOINTS. 2. PUMP STATION SHALL BE WATERTIGHT INCLUDING PIPE AND CONDUIT PENETRATIONS. 3. PUMP STATION DESIGN INCLUDES BUT IS NOT UNITED TO: 3.1. STRUCTURAL CALCULATIONS FOR THE MANHOLE, INCLUDING BUOYANCY CALCULATIONS, ACCESS AND H-25 LOADING 3.2. MANHOLE TO BE WATERPROOF AND PASS LEAK TEST AS REQUIRED BY THE CITY OF AUBURN 3.3. VERIFICATION OF MANHOLE SIZE FOR PUMP RUN TIME AND ACCESS FOR MAINTENANCE 3.4. VERIFICATION OF FITTING AND PIPE LOSSES FOR PUMP SELECTION AND DESIGN 3.5. DEBRIS SCREENS AS REQUIRED TO MNNTAN PUMP INTEGRITY 3.6. CONTROLS, FLOATS, ELECTRICAL, CONDUITS, CONTROL ENCLOSURE, ACCESS ETC. 3.7. UDS/ACCESS HATCHES SHALL BE LOCKABLE 4. MANHOLE UDS AND ACCESS HATCHES/GRATES TO BE RATED FOR H-25 LOADING. 5. CONTRACTOR TO COORDINATE WITH UTILITY PURVEYOR TO PROVIDE POWER AND TELEPHONE SERVICES TO UFr STATION. SERVICES NEED TO BE SEPARATE FROM BUILDING SERVICE COORDINATE WITH ELECTRICAL ENGINEER FOR POWER REQUIREMENTS. 6. CONTRACTOR TO NOTE CONDUIT LOCATIONS ON THE lSBUILT DRAWINGS FOR CITY AND OWNER RECORDS. 7. INSTALL POST MOUNTED PUMP CONTROLS NEAR PUMP MANHOLE, ELEVATION OF CONTROLS MUST BE AT LEAST 1 FOOT ABOVE FEMA BFE. S. AFTER PUMPS AND APPURTENANCES ARE INSTALL, PERFORM INITIAL TESTING AND START UP OF THE STATION TO ENSURE THE STATION WORKS AS REQUIRED. ALL CONTROL AND TELEMETRY SHALL BE INSTALLED AND TESTED. 9. PROVIDE UFT STATION TRAINING FOR OWNER/OWNER PERSONNEL TRAINING SHALL INCLUDE UFT STATION OPERATION AND MAINTENANCE TRAINING. TRAINING TO BE TAUGHT BY MANUFACTURER OR SUPPLIER. 10. PROVIDE OWNER WITH SPARE PARTS AND MANUALS PROVIDED BY SUPPLIER. 11. PROVIDE OWNER WITH A MINIMUM 2 YEAR WARRANTY FOR PUMPS AND OTHER APPURTENANCES FROM START-UP. 49.96 4.58 / 19 E 48 EMERGENCY OVERFlAW- BACK TO DErDMON ELEV=16..06 46.01 2" DISCHARGES PIPES PUMP GUIDE RAILS WITH SUPPORTS EVERY 10 FEET PER PUMP SUPPLIER WEIL MODEL 1607_ WITH 1.25" DISCHARGE CAPABLE OF PUMPING 20 GPM AT 30 FEET HEAD (TWO PUMPS IN MANHOLE) FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. 40AtD LADDER STEPS WERNELL TO BE 60" DIAMETER w� PRECAST CONCRETE MANHOLE OR ai APPROVED EQUAL. MANHOLE TO BE WATERTIGHT. �ALARM ELEV=46.00 ,-2 PUMPS ON (25-YR DETENTION STAGE)=45.66 40 GPM �1 PUMP ON (2-YR DETENTION S'rA.GE)=43.05 20 GPM PUMPS OFF=a4.W 39.61 WATERTIGHT " INLET � � ) PIPE INVERT EL-39.80 3961 P �600 CHAMFER ALONG ENTIRE INSIDE PERIMETER BOTTOM ELEV=37.00 COORDINATE BOTTOM OF MANHOLE ELEVATION WITH PUMP SUPPLIER TO ACCOUNT FOR PUMP SUBMERSION, EFC. NOTES: 1. METAL PARTS: A. CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II, B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I 2. FRAME & LADDER OR STEPS OFFSET Sit A. CLIMBDOWN SPACE IS CLEAR OF PUMPS. B. FRAME IS CLEAR OF CURB. 3. INSTALL LEVEL TRANSMITTER OR FLOATS PER PUMP SUPPLIER. CB#1 PUMP STRUCTURE TYPE 2-609 SGLLE: 1'�2' �6Q d 0 "d"' X w me .,.'4�g' 0 o°,, ono° ° °°0 0go 008 o04e°9 ASPHALT PAVEMENT SECTION NOT TO SCALE 10R1 r---1 /4/2" R a NEW PAVEMENT14 . NOTE SEE GRADING PLANS_/ I. FOR FINISH PAVEMENT GRADE j FILL SUMP WITHI PEA GRAVEL I F 2" GLOBE VALVE (TYP.) TO DISCHARGE N 4" COMPACTED DEPTH CLASS 1/2" HMA PER WSDOT STANDARD SPECIFICATIONS FOR HMA. INSTALL IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 5-04. 7" COMPACTED DEPTH CRUSHED ROCK BASE PER WSDOT STANDARD 9-03.9(3). COMPACT TO 95% MAXIMUM DENSITY, AS MEASURED IN ACCORDANCE WITH ASTM D1557. PREPARED SUBGRADE SHALL BE FIRM AND UNYIELDING, SEE PAVEMENT DESIGN AND INSPECTION NOTE. PAVEMENT DESIGN AND INSPECTION NOTE ONSITE PAVEMENT DESIGN SECTION IS PER GEOTECHNICAL REPORT PREPARED BY TERRA ASSOCIATES, INC. LLC UNDER PROJECT NO T-8539. GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE SUBGRADE PRIOR TO PLACEMENT OF CRUSHED ROCK BASE AND PRIOR TO PLACEMENT OF HMA. 7 3 4" `3,0W PSI (MIN.) CEMENT CONCRETE EXPANSION JOINT AT 20• INTERVALS CEMENT CONCRETE BARRIER CURB NOT TO SCALE FROM PUMP StAHON `2" GATE VALVE OW.) 26" TYPE 1 CB W/ SOLID LOCKING UD VALVE BOX PLAN VIEW SCALE: 1"=2' PUMP STRUCTURE PLAN VIEW SCAIF 1'-9' 7 CONCRETE FLUME DETAIL c SCAI F 3=BUILT N.) REIE REF, FAC23-0003 BANS ARE APPROHD FOR MHACE WUH THE CRY OFF REVIEW ffM/NEER:L APPROVED: 9.122023 / Z Q o Xwrn 0 Li O� OJ ~ W W Z O z�- U �� Of Q and F ch Z CO Z LjJ 7 O W U m Q 13:� d 0 O U�LJi J 0 2 rn H O M Z W Q O GU) i W W Z:) Z H W W V Z 6J Q'>N Of O U 1-1-� O O UL Uto z c - 2 x s � O U � S C C n t C LA ? J2 im M �Cga > C Q OOn y 3 fill c¢to Ell C un mtJ C �Yv CD E V u r N � u 0 U i _ MIN. CLEARANCE TO ANY DETAILS ANY PORTION OF FROP-T THIS DETAIL IS FOR INCLUDING ELBOWS sroRM usE oNLv ADDITIONAL LADDER RUNGS PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN ��� CATCH BASIN IS FILLED 'NTH / � X WATER LEV_b22E- 46.9 45.89 2'-0" MIN. ANGLE AS NECESSARY / R) d / W/ 0.04' E =6U2ry y5.2 45.07 1� ELBOW RESTRICTOR, (SEE DETAIL PG. 2) PLAN NOTCH NiG FRAME W/ SOLID LOCKABLE COVER, MARKED "DRAIN", ELBOW RESTRICTOR, C 16" MAX. (SEE STD. DETAIL S-04) (SEE DETAIL PG. 2) AR FOR SE NLET, z ( IL PA 'D H DESIGN W.S. G SHEAR GATE W/ PIPE SUPPORT CONTROL ROD FO39.88 P 0030 do (SEE PG. 2 NOTE 6) CLEANOUT/DRAIN 39.88 A CIO -0.058E ch DETAIL PAGE 2) 49.68-O.OMds N 37.92 040 Db 44.98 29 OUTLET INLET gg29 B A 45.89 WA V ZA J-12 E THE FOLLOWING INFORMATION MUST BE PROVIDED ON PLANS: ELEVATIONS; A B C E F G BQ N Fm I 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) 0.88" ORIFICE NTS PAGE 1 OF 2 'ROVED BY CI GIN / DATE: FLOW RESTRICTOR Qc.M( I� (1� s. xx BUD WOR DE RTMENT STANDARD DETAIL• S-09.2 SITE SPECIFIC DATA SOME "ID ID Structure I WO 01 WO 02 1. _ mM Fbw Rare Th) Treatment Flow Rate cfs 0.0921 0.0780 AL Flux Ram ll*I - Peak Flow Rate cfs 0.8105 0,6779 tY-0' c wQUca ov`u`rzaruLa"iLMaweasepP IeAeEpn - Rim Elevation 4aJ5 48.]5 PRECAST vw"MTEATna�ErE <L w.n'Deuxxxx sm Nla Rpe Rpe Plpe Invert Outlet Pipe Outlet PipeSIZe Location T 12' ALTERNATE OUTLET a-0 0 SAUDI aaarx PRESSURE uPff Lacatlpn Stu TYPa FJwetlan LOCATION (DRAINED) Outlet Pi T CPEP E. IATERU LATE LOAD SUFACHARGE.w P3 Outlet Invert Elevation -45:25 NgROlErvieR`xoiLCMGFJQN 45.18 45.09 r - P eiwo 'MIS PIERS. a+muxwvolc. *e!el e a°•a�1�e�iATBe ALTERNATE INLET STRENGTH. awn Pa MwwLx EssrvTE PERFMr NCE SPECIFkATpNS �I!1!IN' i=1 vl�T!T-1-T-1 1-1-1-1 !1--a-1-1- LOCATIONS AVAILABLE a REwaDRcw RPeax ASTMae,awTre. vuSEm reM Flow CePecNea ,yT <_11 _ Y1!a_a_e!o_!_!oeAF L !1!"M+0!M JDEP eO%RemwIT el. ]5 mlvm D115 eta SU 4-0' - TyHtiee d SERER"-ASLRc1w A ECObQy GUL6- a OI 1' OTI0 TI TITII!1!10 S STAMREDALLQ@HRE6pL0FARIXGCAPAtlfY EMaMetldPlhe MNa 01IXi Ck 'll ITITITITIT01!e!11 P6F Bypass Capeory ]Ocra TrY !11 e _ -!TI TITITIeIe!e! e. D INLET X16 smucruRE E REeIGxPENCEMETFIRS X D ro rHE \ l� CURB INLET WITH NOTED �'t.� B'NOSINGPARAMETERST BEST Off EXCEED PROJECT 4'E"RECOMMENDED REQUIREMENTS IF DESIGN PAPPARIETERS ARE Tit' CURB INLET THROAT 01Y RCP MA%OUTLET SMALL NOTHI aocrsrtemrrwsmucruxe uaox tA OPENING '2-0' d'-0' xevinvIFULET AM OJOLFT HOUR SAILL BE FACTORY PµeECASAMEAUSTPERPLAMEMOCUSTICIER 4. EMENTS I ANGQUTLETLOATpNS A GBTHNPLACECIRE1 LouncwS. AND ELOAnDm OF OPENINGS ES GIITIERBY OTHERS PLAN VIEW COMPUTED AND LE aL PER PROJECT SPECIFICATIO CURB INLET DETAIL INLETCONTOURRACKWITH 11 SECTION HDGNIES, SwaN101LTHICKNESSES AND PERFORATEDFLOOR SEASON ARE SOBJEtT TO Cww AS REQUIRED FORPRODUC PEWR�BIEw AND PRCGLCTKNMOM WE G OPENING TO BNIFILTRATION CHAMBER CONSTRAAlnlrts PxEm SEE CURB INLET DETAIL 19'X36' ACCESS HATCH 141T'OPENING ,i FOR INLET wxl*ro SHEnxx Xxx� THIS WE H - - m Rw S Cx TM uDLc IN INLET BYPASS WEIRROUTLEr BAY e. I�cGM6iD vxlartpP vaElxruaxa 3S'%38'ACCESS HATCH aDMDmwVL RDoc RxEDwI r IN MM' MEDIA MERrew x 6'TOPSUB TORuaa- _ 1. TSE, Y JOE T12 MULCH MEDIA -� j BrormMN^' L - - - 8' DRAIN ROCK 8' UNDERORAIN PIPE p THIS MEANT A WE ANSI OF SPORTS SWEET AN ITISNOTHONSTAL NETNEWS THE MWEN ENHANCE OF ULTATEAHE AFTESHETHAT IN �� E LEFT END VIEW ELEVATION VIEW Noom"D°Rw symm c�DEANDARE Su4asvallxM lxMnal Blppasaa ASIA sperleR6wAB �, •'R"^ ms4Na )¢"0 THRU ON TOi'i' 2. 75 L""n BC (6 PLACES) I - O O o PIVOT DOLT OFCO N m N DRILL FOR 7/16-14 .50" UNC 2AX 24" HEX HEAD CAP SCR W/ ESNA LOCK NUT, OR APPROVED EQUIVALENT SHEARGATE NTS CIRCU ENCE LENGTH OF OPEN SHALL BE SIZED FOR YR. FLOW !1 .50" FLANCE SOCKET, SEE DETAIL THIS SHEET 0 jF IICAL tlA A4" O.0 FOR Y ARINLET VERTICAL BAR GRATE NTS LI 1X6 X M" A 11.85.' DP SOCKET 10.34" DRILL FOR Yi' MAC SCR & ESNA NUT 8.63" 50" G 4 \ DRILL THIRD$CH 80 FOR 34s' CAP VAN STONE FLANGE 1 SCR SOCKET & GASKET J �0E SOCKET SOCKET NTS PVC ELBOW, AFFIXED W/ PVC ADHESIVE TC SADDLE, SECURED W/ (2) STAINLESS STEEL CLAMPS 2" MIN. W.S. 6" MIN, PVC CAP AFFIXED 6" MAX. W/ PVC ADHESIVE TO ELBOW - ORFICE TO BE SPECIFIED 0.50 ORI F_ ONE' RESIRICTOR E FITS N9g: NOTES: THIS DETAIL 1. USE A MINIMUM OF 54" DIA. TYPE 2 CATCH BASIN. IS FOR STORM 2. OUTLET CAPACITY SHALL 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 CFFSET SO THAT: A. RESTRICTOR IS VISIBLE FROM TOP. B. ACCESS SPACE IS CLEAR OF RISER AND RESTRICTOR. C. COVER FRAME IS CLEAR OF CURB. 6. PROVIDE AT LEAST TWO 3"X0.090 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 I PAGE 2 OF 2 APPROVED BY CCIp/-ENGINN ER: /I / D,eAM: Q�1y,L�,/�T FLOW RESTRICTOR L.-�2-' /Lht 11,;3 /L/�d�/i /- wIulx-a+ou AS -BUILT :T REF.., FAC23-0003 PAWS ARE APPROVED FOR N14NCE *VH THE CRY OFF AUBURN;' REVIEW DOG1NEER: �L APPROVED: 9.122023 / Z O (n Z NICE ANN O O W LLI Z Z O I- 0 ANSI W U J zcrZ Q 2 (~A z: Lu cl aIFFEENE� n HE F E`'3 Z LE-1 I` OWN W 7 ::) Of CO H � (n Q � d 0 0 U LJi J C7 2 rn O m Z W O Q Oc~n�U C W W Z:) = P J W Q CID V Z 2 j N LL O CLu C Q Q U LL. Tn oONINEEN LL U o tNo- Yq- 8 of of a S = xSAN s Cl O U z S C LINES AREA J 0 L e ll M �Cgk > C'10 a 1b V 3 i¢ Ln3 to �N C Ln C �Lp mtJ MEAN YNot 13 CD AS 1N �� E ASIA ON: U0 I'll TYPE a 1- V NP% ° A� PRIMEETCHE :. E ITSPJ o IPUGAED BELVpL£ OYPJ SHIP MST AND RAIL SPECIFICATIONS PIPE wuFaueD PET L, > NOR. I= mm (BCH." aeciCx (INtD ^ I.D. FENCE IlE END. COMM OR PULL POST 21FY NAYS OY a10 FIHiX: 39DE6 LUDM Y 2 IINE ON BRACE MET 2"RM1 OZ IN GRACE NAND Mm CMRAOE BOLT AND NUT NL TEMSIOXMRE CFARMDEBOLTMDNUP/—8'aET[NaR MR EIMOECORNERPWT DETAIL OA TBBMW% TE`M -SPACED D14.ONT wx TURNBUCKLE 1EN810NMRE A �u� LTRcOT AND LNG RING -SPACED Q W (IN) MAX v v e HMM POST DETAIL O FABRIC DMPH W ME DOLT AND NUT MR) FABRIC BAND MM CMRVAE BOLT AND NET EDP.) DETAILS PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. O L III \ I.eI: I. )\ v.. �►1c • r STRETCHER IMm) MILLPM(ATMDORCOgFA) DETAIL O MALPWTN INRUM DETAIL O WHOD OF FASTENING STRETCHER BAR TO MST S IOXMM ND SHEET E N BE II -I mIE B OR N W NOT M Ion THE MIRES MR)- —I I 1-1 I NOTES BMCED014-i1NIMAX, FENCE DETAIL 1. Ma1GXaIs shall meet NB reNY,GmeO6 Y ATR@i ofStandard SpeclFlcatlon 916 NOT TO . SCALE �s" M48y CHNN LIXNF a e CHAIN PENCE WIFE ORA- D0111EIO FNIN T. CILINK GATE •PAY LIMIT CHAIN IIW(FEXCETWE]ORO- FEXLE FABPoL PAY LIMIT DOUBLE 3N FT. MIX CILINK GATE - PAY LIMIT MY UNIT � I I t DATE POET MM 9 V112 R- V OR IO -IA 10 -IF iTYPJ I h DIAM ON e,IL Wj TE MREB O'PP �BOIbT8lA0\�� MILEPOST iHONG MNDB-fI/ILED SPACED®t ON) NAM PALL PORT J 0 0ZE am W DYP) BATCH FENCE T�H1PE-tBV SIGNAL Is TENBId1 MRE �. � rIIELVME RYPJ MIND DVP.)� � `lENepN MRE TENSION MRE III Ed a--e 17-6� Jul 14201511. 14 AM Is CHAIN LINK FENCE "' 8 TYPES 3 AND 4 FABRIC MIND ITIP.) STANDARD PLAN L-30.10-03 MaTLIIFH SM ETYPI SHEET 1 OF 2 SHEETS APPROVED MR PUBLICATION Ceryaw.bV IOU Id 3G1511:UAM BOTTOM TENSION MRE �NRL TI..M1Hwe�]IeH OmswinGlT�sNlb� INK FENCE TIPE a mmm MRE TENSION MREB CHAN UNK PENCE FFHNC S-V-CHFJNUMFENCEtt E0 2- V -CHFJN UW FE MWPE MATCH FENCE 9ELVApE (IMP) DOUBLE GATE TENSION MIRES IKIC RINGS -SPACED ® 247 am MAIL "AT a� rli�'i�i'i'i� �I!. °i�d''" � IT iI� � �O� i'.i ii�iNA �i4�• �i...• R,� O •iiivvvi.��.: i'ii i:'i ii.� aia .J` '>II Arqqw sl�Illll1 111_�IIIII. 11'Sit '>IIIIIII: - WMBMKM gATR/Cq TENSION PINES QO�OP ® Al fi' y9 A m - -e 4 *GAB +BGIbTSeyw \2AIAI MA (IYF) "OPAL III FA ,Sul 14'1151114AM ts, CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBUCAINON Grymw.IM lIW 11fP201311.33 AM w1 �wrnro.. sM. Rrwrau..P.Nw CHAIN UNK FENCE FAMIC T-P-CHAIN UNION FENCE TYPE3 2--P-CHAIN UNK PENCE TYPE BOTTOM HINGE-f M'BMNG SEMI 9 jIYP.I - -BPACEODI4'(IN)WJ I 12'RWNG (PYP.) SINGLE GATE "III A&BUILT HW RNGS - SPACED • 24.OX) MAK. fTrP.) YATRICy`, mPg9�a INW' 0d��e ,0'Ap PQD�STB�Xo \��� ✓SIONAL 1\3B q ew,y,Ed `Mry620143:57PM CHAIN LINK GATE STANDARD PLAN L-30.10-02 SHEET 1 OF 2 SHEETS MPrzOYEDMR PUBLIKATION ALI NaHRs. Mpw�n,x Tmapn W IT REF, FAC23-0003 PAWS ARE APPROVE) FOR WACE Ill THE CRY OFF AUBURN;' - REVIEW fNCr1NEER: �L APPROVED: 9.122023 Z 0 ZVIV- Q o 0 M w LLI �zZ o1--0 w �, J Z z cl a F- n F— M Z W h W 7 m H � 0 Q H lb I'AA FE CIA) LILA 0 U LJi J 0 _ LU o LJ.1 LE.I 0) 0 Q >OCII U Cr > LLI LLE ? LLI CD Q U.1 U Q LU M Q:'> Tn [Y Q Q U L L Tn to o $ 5 z O 4 it it C l E S 0 p U 6 S C 0 L C !n � CYj Q O] V 3 C Epp mtJ C YAt O E V u L0 N APIA C) � UG PUeUR Py I�P�EpU40 FOUND 1/2' REPAR k W 6 22956. 05 Rp',VE GR10E, 05S & 029' E OF 0ORNIA (END) SWING GATE WITH KNOX BOX (FOR EMERGENCY VEHICLE ACCESS) FIRE LANE MARKING PLAN PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. PUBUW1�?Wp p0 U. I I 3/C WA55 DOX IN 4 X °' illi WNCREIE, LS ISEW, 1.Y SIIBSUREPGE ,i /0 7 17 d l U l l y UgURM cE3¢ IN+ P4 �0151 1 1 CIO n_ a EMERGENCY A7r� sA._ FIVI (•M E0' FS I r/T/7T7 7—/7/777 7p �� (END) / SHED 4,224 SO. Fr. I FS /1 L1L/1 FM�� 7—/T/717 T/T/7 T/T/7 SHIPPING FS CpNfN1Q1 SHIMM � 1y CgILNNER 9260 / EXISTING 4 BUILDING 21,225 SQ Fr / SHED R0II IYi rY IXNL\p0 "///YYY ��`VVV V OP) 20' `FIJIGEL (STD � F \FS roll 7 �l FIREROUTE TRUCKn AiL J� if �I FM ff C. EX. FH - —MPFbXIMAIE LOCATION — - rL� I o 0 1 3%O -:'.n' 1EL PoSER --- P. : .. __ _ p.n.s ,.,.... ....: _ __ __ --------------------- a, _ ' -f ) ns DU EL U W VAULT VAULT RERM k GP IS 0,12' N k 0.16'E OF LEGEND: O FIRE NNE MARKING= CURB OR 4" WIDE PAINT STRIPE ALONG PAVEMENT EDGE PAINTED "BRIGHT YELLOW' WITH THE WORDS "NO PARKING - FIRE LANE" PAINTED IN 24" HIGH, 12" WIDE BRIGHT YELLOW LETTERS, 4" BRUSH STROKE ON ADJACENT PAVEMENT. SPACED AT NO MORE THAN 50' INTERVALS (OR AS OTHERWISE APPROVED BY FIRE DEPARTMENT INSPECTOR). PAINT SHALL BE SUITABLE FOR TRAFFIC MARKINGS. O FS 12"X18" REFLECTIVE FIRE LANE SIGN MOUNTED MIN. 4' HIGH ON CHAIN LINK FENCE, SPACED 50' APART. SIGN PER ACC 10.36.175. WHERE NO CURB EXISTS, MARK PAVEMENT WITH 4" WIDE YELLOW PAINTED LINE. 42.00 P1� Pam° 8.60 21.23 40' FIRE TRUCK feet Width : 8.00 Track :8.00 Lock to Lock Time : 6.0 Steering Angle : 31.8 (START) 3 3 ST N1 C _ 0 20® SCALE: 1"=40' A&BUILT Know below, Call before you dig. Dial 811 REF, FAC23-0003 PTLWS ARE APPROVED FOR M14NCE MINH THE CRY OFF REVIEW ENC/REER: APPROVED: 9.122023 Fol Z z d x W W Z 0 F— W W V' 'Z^ G Q Z d n Q F CY3 Z J � W Wy 7 X LL CO LL Q H � Cl 0 0 U LJi Z W m OcU) of W W Z = J M Or)W CIO Z _V CJ �J Tn Uj LY 0 U u Of) O O LL Uto 3 8 5 z x a of - n O xp U 6 s S C r c 0 C In a Cy >M 43 C Qmry sec mtJ �Yv 0 U SIGHT DISTANCE PLAN = o PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. z Q o 0 Q LxLI W .J Z Z w p~O w� w of z z z f ~n (� u=i MIN f q a o a�� Jb ! Im 2 ~ r3 Z r $ U W V --- -� Q EX157ING FLOWERING IU $ TREES IN SIGHT LINE --- ° C) SHALL BE REMOVED. ` _ ------------- A O M _ _ ------------------------------ __------------------------ ___________________________________________ O wx ____________________________ _ _ _ _ v .. �E� , � Z O W W rn Z � 765' x<,m --__ - - - - _ 3/ I Tl STREET NW AS MEASURED ALONG THE TRAVELED LANE, Z W M (n INCLUDING ROAD CURVE I of W W AS MEASURED ALONG O ? H W THE TRAVELED LANE, m Z C.7 INCLUDING ROAD CURVE ¢ W U Z M \j N SIGHT DISTANCE PLAN of 0 SCALE. 1"=50' L 0 L? U GUY AA e p1 WAS 9 P/S t O 4Q fff71EW4. 9AAL E DEPARTURE SIGHT DISTANCE DATA 09/08/20 2.1 POSTED SPEED LIMIT = 35 MPH Y DESIGN SPEED LIMIT = 45 MPH LEFT TURN, PASSENGER CAR = 1.47 x 45 x 7.5 = 496.13 ADJUSTED = 500 LEFT TURN, COMBINATION TRUCK 1.47 x 45 x 11.5 = 760.73 ADJUSTED = 765 RIGHT TURN, COMBINATION TRUCK 1.47 X 45 X 10.5 = 694.57 ADJUSTED = 695 0 of (RIGHT TURN MOVEMENT IS PROHIBITED FOR TRUCKS. THIS SIGHT TRIANGLE IS PROVIDED AS A PART OF THE ANALYSIS FOR LEFT -TURNING TRUCKS EXITING THE SITE TO CROSS THE WESTBOUND LANE.) 'x Y O 2 Y 2 O U 6 N E I Or MI 0 I C C ILLJ � M � c am LIn 5 ry a p c C c G 0 25' 50' 100' 12 Vmmi Y w A&BUILT SCALE_ mmo PROJECT REF, FAC23-0003 THESE PAWS ARE APPROVED FOR CONFORMANCE WR}/ THE CRT' OF AUBU KDOW what's beIOW. REQUIREMENTS. m O Call before you dig. E v Diaore811 °EV. REWEw ENGWEER' QATE APPROVED, 9.122023 N W U 0 ti I I I I Semi -Trailer Lenlaa`lerstate iWimmalll OWmu BOL`n Hunt BTmck rom Clearance g73501f1 1358Ofl 11 38380tf Lock -to -lock Maxk Steering Angle (virtual) 2l�40' 37TH STREET NW 7 EXHIBIT #1 SCALE. 1 "=20' if a TRUCK MANEUVERING EXHIBIT PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. I pW-67 Len aInterstate Semi -Trailer �35p5p�p�pIR Overall Body He. hl 163500ft Min Body Gv undg Clearance 1 33art Max T(roack W< 1 3L4rt Max 98 k Steering Angle (Vraml) 2849 I II ------------ _ 11.5• Q -------- --- y37TH STREET NW _ .. - -- - - ----- - - - -- - -- - .. .. :.b 9A „- �_ .: 6 EXHIBIT 11112 I I I I i p8ve-67 - 9mferstate Semi -Trader Uieail Widt➢h 73 501 ff OOOvvv II BooYt HeT hl 13.500ft Min i3rody u'6n, Clearance 16330f1 Mi i OCk Lock -to -lock time 6 Max Steering Angle (Virtual) 28 40' 00.7 j � o -_ ---------------------- 37TH STREET NW _--___-__-'---_-_ ---- __-----_----- 4a �. -- -- - ___ �- _-_- ... P _____________________________ _ ________-_-_-_-_-_-_-_-__ __ _____ _ .. .. EXHIBIT #3 SCALE: 1'=20' N `_ i SCALE: 1'=20' III A&BUILT juKnowwhat's be ore youbelow. Call before you dig. Dial 877 p I IV IF 111ME PC A ■ ■ �I��IP�� S --' -- Z 0 H Z m a 0 CD X wWrn w ~ZO z Jw~ w� w z�Z > Y Q and E w�W Y W 7 U IY m Q r` � M � a O O OR Li z w rn 0 M o F- > U ILL CO (n o > = w W , � P W W V Z ch Q'>N LL Of 0O < I C)u C0 0 0� LL Uto N q O � Yg = > - : s O U 6 S C N I r r • 0 C Qmry C LO 0 10' 20' 40' 11 SCALE: 'I "=20' EC7 REF, FAC23-0003 F P(LWS ARE APPROVED FOR W/D/ THE CRY OF AUBU IRIVNCE 'IREMENIS. O REY/EW fNO1NEER: 9.122Q23 N ' APPROVED. U a Q9 Know Call Bbefore eyou dig. O Dial811 TREE RETENTION, LANDSCAPE AND IRRIGATION SET o o 0 Z PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. AND o o = Q DO DO PORTION OF SECTION 6, TOWNSHIP 21N, RANGE 5 EAST, W.M. i X w w Q W W WDBH LEYLAND 16" DBH LEVLAND U O Q O Z ~ Z CYPRESS TO BE EXIST G CYPRESS TO BE Z I BUILDG O LL �OLL a U u REMOVED. REMOVED. p Z U, W /I Q Z I owo Z a Y H 2 - LE11 /��/ 1L/ ��1L/�J11Z_ wwow W ww wa Q=Q REBAR & CAP LS 22966, o r _` CONTACTS: SITE INFORMATION: Q d SUBSURFACE, a �, 0.12' S& 0.13' E OF CORNER s r LIGHT �:^: "� a W (� co g�+,�� Nv , ZONING: M-1, LIGHT INDUSTRIAL gQLu U) LLJ n Y e \ BPRCHAUSEN CONSULTING ENGINEERS, INC. TAX PARCEL NUMBER 158260-0014 cr � Ljf FOR THESE 2 LEVLAND CYPRESSES, 18215 72ND AVE. SOUTH PROJECT AREA: 107,994 SO FT (2.48 ACRES)-�,>->, j H ZQ W' DO SEE SOUND URBAN FORESTRY c KENT, WA 98032 / S CONSULTANTS REPORT DATED " ,x 425-251-6222 "' _ j Q y 7n112021 CONTACT. JASON HUBBELL, PE. LANDSCAPE REQUIREMENTS + CALCULATIONS: T LANDSCAPE 84RGHAuseN coNSULnN ERs. INC. CALCULATIONS (PER CODE SECTION 18.50.040L m n e 19 2 J( 18215 72ND AYE. SOUTH E'7 KENT, WA 98032 TOTAL NUMBER OF TREES: 52 425-251-6222 TRUCK LIGHT CONTACT: JEFF VPRLEY, PLA TOTAL NUMBER OF NATIVE TREES PROPOSED: 48 PARKING PERCENTAGE OF NATIVE TREES PROPOSED: 48 / 52 = 92.3% (50% MIN. READ.) tl O IGHT STALLS LEGEND: TOTAL NUMBER OF SHRUBS AND GROUNDCOVER: 27 SHRUBS + 2,235 GROUND COVER U 0 LL / SYMBOL` DESCRIPTION PLANTS = 2,262 PLANTS J CD = rn TOTAL NUMBER OF NATIVE SHRUBS: 106 F F v TOTAL NATIVE GROUND COVERS: 2,216 PLANTS Z Wo EXISTING SIGNIFICANT TREE To BE PERCENTAGE OF NATIVE SHRUBS AND GROUNDCOVER: 2,277 / 2,332 = 97.6% (50% MIN. Z W °) / y / REMOVED READ.) O F- Oj U TOTAL ON -SITE AREA: 195,152 SF j W W U-1 Do IGHT O I XISTING SIGNIFICANT EVERGREEN MEE REQUIRED LANDSCAPE AREA (10%): 19,515 SF ? F W ��T'�� TO REMAIN, PRESERVE AND PROTECT PROPOSED LANDSCAPE AREA PROVIDED: 31,604 SF PROVIDED m Z II �� / �\ (INCLUDES EXISTING LANDSCAPE AREA TO REMAIN) W Z 0- BU\l t4o llC IGHT / O TOISTING REMAINIGNIFICANT PRESERVE ANDPROTECTUS E M 55 CEO 40 / I \� / 33 CAR PARKING STALLS ARE PROPOSED W Z O c� \ 7% OF SURFACE PARKING STALLS REQUIRED TO BE LANDSCAPED af Q J 00 5,529 SQUARE FEET OF PARKING STALL AREA U W TREE PROTECTION FENCE x 7% = 387 PARKING LOT LANDSCAPING REQUIRED O 487 SO FT PROVIDED U co \ / _ EXISTING LANDSCAPING TO BE PUNNED F WA8 H PROPERTY LINE / O PROPERTY LINEOAO EXISTING FENCE 0 C1I Z IU`HT \ PROPOSED FENCE wVf IGHT Ab. T A • \ \ FOUND 1 c \ CONCRET .= z REBAR & CAP LS 22956, 08 \ fl Y GRADE, 05' S & 029' E OF--_---� , CORNER �LIGHT it Po / GrT fr o o G O NDI'34'OE'E Z!W O & LIGHT LOTS t I C 0 t 1�-�'I w A ' 1iy�e: VI L - c a 0 0 'Sr05'Pf �� �„' ." C W 'fib N O1 > oM IA C 6 00 Ch N 1r ALL LANDSCAPING, NEW AND EXISTING, TO BE CONNECTED TO _ t .• ? I V Fi Y E IRRIGATION SYSTEM y l 17D , LIGHT AS -BUILT D 7® 8 P RKI G TAL S LESS THAN & WIDTH. NOT " 2,909 SO FT EBB THAN 6' WIDTH. NOT COUNTED AS PARKING --_ - ? : 4 OUNTED AS PARKING LOT LANDSCAPING __________I____I __ I___ ___, OT LANDSCAPING SCALE: 1"=20' LL LANDSCAPING, NEW AND �\ MATCHLINE - SEE SHEET L2D CRT ,1/`� XISTING, TO BE CONNECTED TO PROJECT REF.: GRA22-XXXX I� / / 6 MPI W3 IE=49.63' IRRIGATION SYSTEM 19 THESE PL.WS ARE APPROVED FOR CPI �i 7Ri " �`` =jFO fANCE W/M THE G7Y OF AUSU ENGINEERING REQUIREME O Col DEV. REVIEW ENG/NEER: Ln DATE APPROVED: 9.12.2023 N J Know what'sbelow, Call before you dig. 9 Dial 811 CB STD GRT RIM=51.73' 6" PVC N IE=48.68' 6° PVC E IE=48.63' 8" PVC S IE=48.63' TREE RETENTION, LANDSCAPE AND IRRIGATION SET PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. AND PORTION OF SECTION 6, TOWNSHIP 21N, RANGE 5 EAST, W.M. — IVIIII VI ILIIYL � VLL V SHED 41224 SO. FT. /J ! l� 11 L/-/-z -L � L� CB GR � 107 RIM- 1 93' 6" PVC W IE=49 63' T/�7TT/7T17-777T %7 zuR SHIPPING S CONTAINER SHIPPING -� K LLG CONTAINER 5APCE P ID 260_0015 a r EXISTING BUILDING 21,225 SO FT e / SHED MAT AT LIFTa V \yI (TYF) R I I/ TRANSFORMER ✓f/ POWWEERR ` FAUCET �11L/- pg ATE KNISH \ "I 4"4*— x Y p GATE a FLOOR= 1 52 70' Y 1 PARKING STALL SWATER METER E§' Zr=T-11711 SO FT PARKING qAFEA CB STD GRT B \ �w P 1 CB STD GRT RIM=5156' / RIM=519V 8" PVCC NE FIFE=48.51' __ l \ / w m y / 8° PVC SW IE=49]6' 156 SO FT PARKIl G LOT-48.56' -- \ LANDSCAPING PROVIDED O NO LIGHT POLES PROPOSED FOR THE PROJECT STAL SING Q\�F, / ;rll NJ O STD GRT 2,,44s SG FT A=50 99' PARKING AREA k ' ALLLANDSCAPING, NEW AND - (MAILBOX--� T EXISTING, TO BE CONNECTED TO BIDDER -DESIGN IRRIGATION SYSTEM PA KI G S ALL CB STD GRT RIM=5045' IC N IE=4840' FLOWERING PLUM To PE, RETAINED 331 SO FT PARKING LOT LANDSCAPING PROVIDED 1214 LEGEND SYMBOL DESCRIPTION \ 1 EXISTING SICNIFlCPM TREE TO BE \ / REMOVED j\I _ EXISTING IN, PR EVERGREEN TREE TO REMAIN, PRESERVE PAID PROTECT _I� O EXISTING SIGNIFICANT DECIDUOUS TREE \ , TO REMAIN, PRESERVE PAID PROTECT TREE PROTECTION PENCE ALL LANDSCAPING, NEW AND CB STD GRT EXISTING, TO BE CONNECTED TO RIM=50.99' IRRIGATION SYSTEM 8' PVC HE 1 12" ADS S II za— ALL TREES WITHIN THIS AREA ARE COTTONWOODS COTTONWOOD TREES TO BE REMOVED IN ORDER TO CONSTRUCT NEW ENTRY TO PROJECT SIGHT DISTANCE TRIANGLE EXISTING LANDSCAPING TO BE RETAINED A&BUILT N N O O N C C4 /I) 0 o Z 0 0 = ¢ O h d W w W W W� 2 2 ZO ZZ 0 0 QcA OHO u Z Z J W ~UE K K O¢ �WZ ILL0 o o W (n (/) WWW N W N KKK ct ¢LU d Z (� m »?b J ¢ N N N It mne B A Cr) I= U ap 7U 0 LL J Z 0 U LU moo¢ DO 2 o0 rn IT 5 to ¢ M ofLL ULLU > Z co W W Q O� W P W U 5: Q W W U Q < DO II Y j z a S o 3 a 0 E C N � � C 0 L I VOI a YU 4n C ¢ O<1 fV c¢� L to 1e p C Ln C �Yv mc.i 0 15® SCALE: 1 "=30' ECT REF: GRA22-XXXX F PLANS ARE APPROVED FOR DRACE VEERING RWMROFUBU O CO E qqt REVIEW ENfdNEER: LO APPROVED: 9.12.2023 ° LO N N J TREE RETENTION, LANDSCAPE AND IRRIGATION SET PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. AND PORTION OF SECTION 6, TOWNSHIP 21N, RANGE 5 EAST, W.M. PLANT SCHEDULE TREES OTY BOTANICAL/COMMON NAME CONT. SIZE WATER USE ORIGIN 4 GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER' I SHADEMASTER HONEY LOCUST B & B 1.5" DBH ADAPTIVE NURSERY GROWN FOR STREET TREE USE, BRANCHING AT SIX FEET,, STAKE AND GUY FOR ONE GROWING SEASON. EVERGREEN TREES OTY BOTANICAL / COMMON NAME CONT. SIZE WATER USE ORIGIN aminu j s • 16 PINUS CONTORTA/ SHORE PINE B & B 4-6 FT MIN HT NATIVE NUSERY GROWN, SYMMETRICAL, SINGLE STRAIGHT UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. 26 PSEUDOTSUGA MENZIESII / DOUGLAS FIR B & B 4-6 FT MIN HT NATIVE NUSERY GROWN, SYMMETRICAL, SINGLE STRAIGHT UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. 6 THUJA PLICATA'EXCELSA' / WESTERN RED CEDAR B & B 4-6 FT MIN HT NATIVE NUSERY GROWN SYMMETRICAL SINGLE STRAIGHT UNCUT LEADER. STAKE AND SHRUBS GROUND COVERS m GUY FOR ONE GROWING SEASON. OTY BOTANICAL/COMMON NAME 41 CISTUS X PURPUREUS / ORCHID ROCKROSE FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING 4 EUONYMUS FORTUNEI'EMERALD GAIETY' TM / EMERALD GAIETY WINTERCREEPER FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING 61 MAHONIA AQUIFOLIUM/OREGON GRAPE FULL & BUSHY, REMOVE ALL WEEDS FROM POT BEFORE PLANTING. OTY BOTANICAL/COMMON NAME CONT. WATER USE 2 GAL OR 18"HT. MIN. LOW 2 GAL. OR 18" HT. MIN. LOW ORIGIN FOLIAGE ADAPTIVE ADAPTIVE 2 GAL. OR 18" HT. MIN. LOW NATIVE CONT. WATER USE ORIGIN FOLIAGE 3,160 ARCTOSTAPHYLOS UVA-URSI I KINNIKINNICK M1 FULL TOP GROWTH, WELL ROOTED, REMOVE ALL WEEDS FROM CONTAINER BEFORE PLANTING. CONCEPT PLANT SCHEDULE EROSION CONTROL HYDROSEED 11.968 SF 10 BARK MULCH 1,539 SF 2"-3" DEPTH BARK MULCH. AREA INACCESSIBLE FOR MAINTENANCE CREW. NO LANDSCAPING PROPOSED. NOT INCLUDED IN THE REQUIRED 10% LANDSCAPE AREA 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 & CONTAINERS, REGARDLESS OF MATERIAL (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING i LAWN PUNTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" z DEEP MULCH DYER IN WELL. MOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE s'}' PREPARE PUNTING BgD PER SPECS- AT MIN., LOSSEN AND MIX SOIL TO 18 OR DEPTH 0r 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 (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 - LOW NATIVE MULCH DYER ��{oF REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY �p,� i /H'V� i d BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIME DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL " SET BALL ON UNDISTURBED SUBGRADE,�/( OR COMPACTED SOIL. NOTE: LIGHT 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 SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT LAYER CTED DEPTH) 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE — N N O N dJ CI z z U U U U K rc a a ❑❑❑ wow N W N KKK ?? PREPApRED PLANTNG . NOTE: BED7 . REMOVE CONTAINER & WORK ROOTS : a FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PUNT LIST FOR PUNT SPACING LESS THAN 1 GAL. 1 GAL. CONTAINER and LARGER PUNTED BEFORE MULCH I PUNTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL :65m(II&I7_TEa HOLD PUNTS FROM — EDGE OF PUNTER AS NOTED ON PUNT LIST wT BED LINE EDGE CURB/WALK PLANT MATERIAL SPACING DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE 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 ROOT GROWTH NO ONE A&BUILT 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 Know what's oreyoubelow, NOT To SCALE 0 Call before you dig. Dial 871 3u THE ROOTBAU DIAMETER SPACING AS CALLED OUT ON PUN/PUNT LIST LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. LAYER " MAX. TOP OF CURB TO TOP OF MULCH CURB REWEW ENGWEER: YL�L APPROYFD: 9.12.2023 / Z O VJ (n Z r J Q O W W W 0 I­_ZZ 0 Oho J LU Q W Z W Z of Z) Y U)U) 0 LLI it Q = Q> a U MZ (n W r` LY W 0 N;T Z Q H m U) Q a = � Cr) U a- 7O X _0 LLLL J Z �F—>U U W moo¢ 2 F O rn rn IT 0 DU)w0 ¢ m LL X U > Z W X Q LL Q W F_ U > Q U W W Q � 0 � L Y Z a I u E C YI N C 0 L a YU N M IA C ¢00 Ch ryry Ln fV C & � C 1�p �Y�T mCi I o 0 ELO u `✓. ` r N J TREE RETENTION, LANDSCAPE AND IRRIGATION SET PORTION OF SECTION 1, TOWNSHIP 21N, RANG 4 EAST, W.M. AND PORTION OF SECTION 6, TOWNSHIP 21N, RANG 5 EAST, W.M. ��ru�Yy�»•��rrnr��r�.�Ii���rur,Jr_rra:mom SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL. FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 30-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN, DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED. TESTED. AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL 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 LANDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING 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 PLANT 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. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PUNTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE UNDSCAPE ARCHITECT. "B A B" INDICATES BALLED AND BURUPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "GAL" INDICATES GALLON. A) SPECIFIED PUNT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PUNT CONDITION TO BE PROVIDED. B) QUALITY: PUNT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISUSE INSPECTION, PUNTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PUNTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PUNTS DETERMINED BY UNDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; UCK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES. OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL 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 PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT 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 T5.13 'POST -CONSTRUCTION SOIL QUALITY AND DEPTH': • SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. SOIL QUAUTY. 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 PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: a.THE ORGANIC CONTENT FOR 'PRE -APPROVED' AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BMP T7.30: IOR T NTI N CELLS, SWALES,AND PLANTER WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35X 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. b.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A.) ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. IMPLEMENTATION OPTIONS: THE SOIL QUAUTY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS USTED BELOW: 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL. AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 1.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. 2.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS, MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. MAINTENANCE • ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. • PLANT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION. • LEAVE PUNT 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 B-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 PLANTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 2 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR 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 PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PUNT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-4-INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: 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 INSTALATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE 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 PUNTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES: AND MOWING LAWNS WEEKLY AFTER UWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PUNTS AND PUNTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. A&BUILT N N N O N 0 H ❑ ❑ F W N N z z ILL >U }U} F F U x OfW ILL a 000 www N W N wrcrc NNN N ane I — nl Know what's below, you p Call before you dig. Dial 811 REF, GRA22-XXXX fn W h O Z W Q U (n z Q J z O 0 z Q O Il co X LL W �Zz 0 O W C7 W Z z � — U) J) Q CO Z W (i W V 7D CO 0 (n Q M U ap 7 0LLLi O J ZW 0 U U)) 2 O 0 I rn CD ¢ LY 5 ED � ¢ M LL ix U >W Z U) W Q Q LL. P W U > Q U W W U Q (j) 0 Q CID � x a aG - c1 E C YI N d) S m r A L a Yu 01 M IA C ¢00 Ch ryry L� c¢to. 3 fV N C In C 1Lap 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. REWEW EWG/WEER: YL�L APPROVED: 9.12.2023 8 C) W ELO u `i ` N RIM below Know what's you. Call Q9 beforeore you dig. p Dial 811 REBAR & CAP LS 225 SUB' 0.12' S & 0.13' E OF Ll 3001NG EEC Ho PARGEp040 ,551' PROPERT EXISTING F REBAR & CAP LS 2295 GRADE, 05' S & 029' C ND {W E CB STD GRl Ro_si 71 TREE RETENTION, LANDSCAPE AND IRRIGATION SET PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. AND PORTION OF SECTION 6, TOWNSHIP 21N, RANGE 5 EAST, W.M. 'ROPERTY LINE 'ROPOSEDFENCE IRRIGATION LEGEND DESCRIPTION DRIP IRRIGATION: HUNTER LANDSCAPE DRIPLINE COMPONENTS AT 12O-12-250-CV SUB -SURFACE TUBING NE TUBING 0IN GPH PRESSURE COMPENSATING STAKES WITH CHECK VALVE AT CE ON -CENTER SPACING -PAN TUBING SHALL BE INSTALLED ON GRADE W/ PRIOR WIRE STATES FOUR (4) FEET ON -CENTER; VERIFY THE LAYOUT AND 18" ON -CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL ALL COMPONENTS PER M4NUF. SPECIFICATIONS. USE HUNTER PLD-LOC FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND INLINE DRIP TUBING SPRINKLER HEADS: HUNTER MP ROTATOR WITH PRO -SPRAY PRS-30 POP-UP BODY AND CV DRAIN CHECK VALVE, 4" LAWN, 6" SHRUB SYMBOL NOZZLE PSI GPM RADIUS HUNTER-61) and 6H H, Q SERIES 30 0.98, 0.51 6 HUNTER-1000 8-15 F, TH, IT, H, Q SERIES 30 0.65, 0.48, 0.37, 0.32, 0.16 8' HUNTER-1000 8-15 F, TH, IT, H, Q SERIES 30 0.65, 0.48, 0.37, 0.32, 0,16 10' HUNTER-1000 8-15 F. TH, TT, H, Q SERIES 30 0.65, 0.48, 0.37, 0.32, 0,16 12' HUNTER-2000 13-21 F, TQ, IT, H, Q SERIES 30 1.29, 0.95, 0.74, 0.63, 0.33 15' HUNTER ES515, SS530 SERIES 30 1.41, 0.65 5'x30' 5'05' HUNTER-2000 13-21 F. TQ, IT. H, Q SERIES 35 1.16, 0.87, 0.68, 0.58, 0.31 0.44 16' SPRAY IRRIGATION: HUNTER ICV 101/151G REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX MAXIMUM 2 VALVES PER BOX ® DRIP IRRIGATION: ICZ-101Q51-XL REMOTE CONTROL DRIP ZONE KIT WITH FILTER AND PRESSURE REGULATOR MAXIMUM 2 VALVES PER BOX HUNTER RAIN SENORY O BATTERY -OPERATED IRRIGATION CONTROLLER, HUNTER XC-HYBRID INSTALL IN CENTRAL LOCATION ON A 400" P.T. POST SET IN THE GROUND P.O.C. ® NEW 1" WATER METER. LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE. PROVIDE WRITTEN RESULTS TO LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY WORK H PLASTIC HALL VALVE, MATCH LINE SIZE, IN VALVE BOX Q HUNTER HQ-33DLRC 3/4° QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE TWO KEYS AND SWIVELS - - - - - - - - MNNUNE - SCH 40 PVC (18" COVER); SIZE PER PLAN 2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - SCH 40 PVC, 24° MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM COVER IN LANDSCAPE AREAS, 6" SIZE WHERE IRRIGATION MAINLINE TRAVELS THROUGH PIPE AND UNDER ALL 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 1 4" 1 1 2" 2 2 1 2° FLOW CPM 1-8 8.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MPX ) A&BUILT N N ry 06 CI 0 0 a a 0 0 zz >0 }0} F F U U lY 0 a a 000 wow N W N witm D 1D® SCALE: 1 "=20' REF, GRA22-XXXX yJ Z a � = d o X W LU ~ Z L O 1 O r W Z Q zofZ d Y(n� O a^� Q w Z Lu Z) iY Of � M U0LLLL a- 7 _0 U J ZwFrn 0 (D F. U)) 2 o0 j 0) IT 0 j ¢ LL LL of ULLU > Z U) W F_ Q W F_ W U Q W W U Q 0 � _ t � II E Y j z a V G C YI N C 0 L � a YU N M IA C ¢00 Ch ryry L� c¢to fV Ln �OIC U g c m REVIEW ENG/NEER: YL�L APPROYFD: 9.12.2023 C) 00 ELO u `i ` N L0 Knowwhat'sbelow, Call before you dig. 9 Dial 811 CB STD Bar RIM=51.73' 6" PVC N IE=98.68' 6" PVC E IE=48.63' 8" PVC S I163' TREE RETENTION, LANDSCAPE AND IRRIGATION SET PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. AND PORTION OF SECTION 6, TOWNSHIP 21N, RANGE 5 EAST, W.M. I_ II I I_ I I I 1 1 I rFik� MATCHLINE - SEE SHEET L5WCB STD GISTnE7 IM5936" FVC W IE=49 53'TT/_77-T/-/7TT/ ASHED AFT 4,224 SQ. . /J /11 L/11 _z_ /�1 _/ )I W T/_77-T/—/77-r/77I M SHIPPING �I CONTAINER SHIPPI CONTAIN"' 81PL PNK LLC ER Y O. EXISTING / °' f BUILDING t F 21,225 SO FT / L SHED BOAT LIFT y / MULARD r• YI/ TRANSFORMER J n r// POCAB FAUCET ATExa� FINISH 4'4x—x_x•A p FLOOR= I GATE A 52.70' WATER METER W I X2) A CB 5T0 GRI CB 510 GIRT B" RIM=51 56' I . RETURN EXISTING TO - 91' 8" PVC N IE=48 51' PRE -CONSTRUCTION CONDITION AFTER PVC L-<9 76' ui 8"WC BE IE=4856' INLINE HAI BEEN INSTALLED IRRIGATE EXISTING LANDSCAPING WITH SPRAY VALVES STD GIRT ) A=5099' =48.39' _ (MAILBOX =48.49' _ (✓ �e =48.39' _•s cx� fl CB STD GRT RIM=50.45' IC N IE=48.40 IS S IE=48.30 ROUTE IRRIGATION LATERAL PIPING FOR DRIP VALVE TO NEW LANDSCAPE AREAS WEST OF ENTRY POINT OF CONNECTION FOR NEW J" WATER METER FOR IRRIGATION. INSTALL NEW 1-1/4" BACKFLOW DEVICE DOWNSTREAM OF WATER METER LANDSCAPE CONTRACTOR TO VERIFY CONDITION OF ANY EXISTING IRRIGATION SYSTEM AND EXPAND TO INCLUDE NEW AND REFURBISHED LANDSCAPE AREAS. INSTALL. INSTALL NEW IRRIGATION IF NO EXISTING SYSTEM OR EXISTING SYSTEM IN SIGNIFICANT STATE OF DISREPAIR IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: �j A) INSTALLATION OF SLEEVNG B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTIUTY PIAN(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. 41 C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. 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 WORK. PROVIDE LANDSCAPE ARCHITECT WITH WRITTEN PSI RESULTS. 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 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 MAJOR 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, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. CB STD GIRT RIM=50.99' 8" PVC BE I 12" ADS S II SLEEVE CONDITION FINISH GRADE U"( j PAVING SECTION PER CIVIL PLANS COMPACT BACKFILL o °�- AT 90% DENSITY ° d is o (TOPSOIL BACKFILL) c% AT 95% DENSITY m o� oo (STRUCTURAL) PVC LATERAL 6" OFFSET SLEEVING o�. ALT. WIRE SLEEVE 0 -4 - PVC MANURE 8 K VALVE WIRING w m a PIPE BED MATERIAL y 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 "B" 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 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 HELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 13. FAMILIARIZE OWNERS FACILITY 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 UMRED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBUSHED DATA. 16, ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPUCES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE 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. DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM o I, E0 CLEAR FROM WALLS TO TEST EO I, EQ COCKS, BOLT LOCK LID WATER SERVICE FROM METER CHECK VALVE ASSEMBLY DETAIL NOT TO SCALE BUILT N N ry 06 CI a a z z 0 0 U U a a ❑❑❑ wow N W N www KKK DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES WITH TEST COCKS, INSTALL ASSEMBLY WITH TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS MAINLINE PER PLAN SCH 80 NIPPLE AND FEMALE ADAPTER - TYPICAL UNION AT EACH SIDE OF VALVE SCH 80 PVC - TYPICAL HYNa:41:11791�T17[N\� BLOCK AS NECESSARY WITH BRICKS SUMP 1 C.F. 7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. N 0 15® SCALE: 1 "=30' .... M 49 .. RENEW ENG/NEER: �L 7 APPROVED: 9.12.2023 / Z O c0 Z Q O = d O 00 � LU a) W O F_ZZ cn O O J W W Z ��Q O_ a ^ 2 ~ F. M W r\ LU qT Of � M U0LLLL a0 7U J ZO 0 U W DO 2 F I rn 0 rn IT>W 5 Do ¢ MOf of ULLU Z co W Q O� P W U >� Q W W U Q 0 II Y z a o S 3 a 0 C #A m N C L c � a C W � MINI C ¢ O1 L�00 c¢� N C Ln 1ep C IV Y m 19 Ci T 1 O DoE qqt u LO `M ` N 3 Know what's you. Call Q9 beforeore you dig. p Dial 811 SCH 80 PV A FINISH SCH 40 PVC 454 FOUR (4) 4"x8" NOTE: 1. LOCATE VALVE BOXES IN PUNTING 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 SIDE VIEW DRIP IRRIGATION VALVE NOT TO SCALE VALVE BOX WITH LOCKING SCH 80 PVC UNION SxS SCH 80 PVC NIPPLE TxS INCH (3") THICK LAYER OF RAVEL OR APPROVED EQUAL WELDED WIRE MESH o m rc O TREE RETENTION, LANDSCAPE AND IRRIGATION SET w w z PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. AND N N d PORTION OF SECTION 6, TOWNSHIP 21N, RANGE 5 EAST, W.M. i x oo fn W W J H Z Z 0 0 O 0 W J W Ur a rc 0 i7 W Z a a Z O `Z' '�/� V,V' '_/x NWN ��� Q �i/ LL Q a »>$ wMZ r` of WIZ) -'.ma's VJ Q N N N N �tO 2 r m�v 8 M a1PPAPT <TAvr< AND FINISH GRADE VALVE BOX QUICK COUPLING VALVE SUMP 1 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 PCAL 0 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 Y'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 POP-UP PAVING 4� III IIIII II_ SPRINKLER RUSH AT LAWN AND RUSH WITH MULCH UNE SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL NOTE: MANUFACTURER'S LIMTTS 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 APIXN:INU.I�RIDP iINFY:IH:L1ga ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS 50% OF SLOPE ANGLE - TYPICAL I!41:74�:EIIr•�I:PP.'4� PVC SCH 40 TEE SxSxT (SIDE INLET ONLY) U ap �O W LLL J ZW �F.>U U 2 O 0 rn rn ¢ IT 0 Z) ¢ M LL ULiU > Z U) W W Q Q W F_ W U > Q W W U Q � 0 co Y L Z PVC SCH 80 SxT 90' ELBOW PVC SCH 80 UNION ' a WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL Y 'INISIH GRADE 2 Y 2 Z SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END TO PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE 1 C.F. 7/8" WASHED GRAVEL \\ SUMP PVC MAINLINE NOTE: PVC SCH 80 NIPPLE ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH RE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. A C�rbBW I T USE MANUFACTURES OR PEC'S. E SEALANT IN L �L MANUFACTURES SPECS. REMOTE CONTROL VALVE ASSEMBLY vOT TC sCLE REF.. GRA22-XXXX u E C YI y N C o L LA a YJ 0 M C ¢00 Ch ryry N Ln 3 fV C Ln c 1p� �Y�T mCi REWEW ENG/NEER: 3L�L APPROYFD: 9.12.2023 / Ie O W ELO u `N ` N J below Know what's you. Call Q9 beforeore you dig. p Dial 811 6 "-4 166 l 9 10 11 12 13 DRIPLINE ODD CURVES LAYOUT NOT TO SCALE 1 ,a ZO P ^ Q i Lya I.I�iI•\Ir I�i1 �I�I'11+1� �I•—•I•—•I•—•I �VAI�.11�111'.1 d TREE RETENTION, LANDSCAPE AND IRRIGATION SET PORTION OF SECTION 1, TOWNSHIP 21N, RANGE 4 EAST, W.M. AND PORTION OF SECTION 6, TOWNSHIP 21N, RANGE 5 EAST, W.M. NOTES 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PUNT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS FOR SPACING 2. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 3. INSTALL MR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL 4. WHEN USING 17MM INSERT RUNGS WITU DESIGN PRESSURE OVER 5OPS1, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING O PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 0 PERIMETER OF AREA 0 PERIMETER DRIPUNE PIPE iBE INSTALLED 2"-4" FROM PERIMETER O OF AREA ® M SUPPLY MANIFOLD 0 PVC SCH 40 TEE OR EL (TYPICAL) FOLD PTH © BARB % MALE RATING 0 SUB -SURFACE DRIPUNE: 1 5 4 SEE IRRIGATION SCHEDULE lx=r1 A 5 OPVC EXHAUST HEADER @PVC SCH 40 TEE OR EL (TYPICAL) @BARB X MALE FITTING OFLUSH POINT (TYPICAL) 16 @PERIMETER SEE DETAL OF AREA ©PERIMETER DRIPLINE RPE TO BE INSTALLED 2"-4" FROM @PVC PERIMETER OF AREA SUPPLY PIPE MOM CONTROL ZONE KIT (SIZED TO @e MEET LATERAL FLOW DEMAND) PVC SUPPLY MANIFOLD OCCNNECTION FROM SUPPLY MANIFOLD TO DRIPUNE (TYPICAL)- SEE INSET A DRIPLINE CENTER FEED LAYOUT NOT TO SCALE 14 15 2 8 NOTES. INI I. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PUNT MATERIALS AND CHANGES IN ELEVATION. SEE IRRIGATON SCHEDULE FOR SPACING. 2. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE 3. AIR REUEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. 4. WHEN USING 17MM INSERT RUNGS WITH DESIGN PRESSURE OVER 50PS1, N IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITONG. O ARE X BARB INSERT TEE O9 TOTAL LENGTH OF SELECTED DRIPUNE SHOULD NOT EXCEED LENGTH SHOWN IN TABLE ID PVC RUSH HEADER 11 FLUSH POINT: SEE DETAIL 1© PVC RISER PIPE 13 TURF OR MULCH 14 TNISH GRADE 15 14" AIR RELIEF VALVE: SEE DUAL i6 DRIPUNE INDICATOR. SEE DETAIL FOR ADDT'L INFO 10 SUB -SURFACE DRIPUNE 11 BLANK TUBING 12 BARB X BARB INSERT TEE OR CROSS: 13 $" AR RELIEF VALVE 14 BARB X FEMALE FITTING 15 Y. PVC NIPPLE, LENGTH AS NECESSARY 16 DRIPLINE INDICATOR. SEE DUAL FOR ADDITIONAL INFORMATION DRIPLINE IRREGULAR SHAPED LAYOUT NOTTOSME OnPLm MNNum L8Mre1 Lm,RIM1•(Femf ,zBwomq ,e INwV 2a'3grg .MetRw'ue W 08 09 08 09 08 15 2" IN 314 2m 424 t44 IN W Sao 230 4113 am ees W a,] 2N ua VO Yd W aM ZA %8 IN ma OPYC EXHAUST HEADER NOTES: • DISTANCE BETWEEN LATERAL ROWS @PVC SCH 40 TEE OR EL (T)PICAL) AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PUNT MATERIALS (3)FLUSH POINT (TYPICAL) AND CHANGES IN ELEVATION. SEE SEE DUAL MANUFACTURER DRIPLINE INSTALATON GUIDE FOR SUGGESTED O4 BARB X MATE FITTING SPACINGS. • LENGTH OF LONGEST DRIPUNE @PERIMETER OF AREA LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ©BARB X BARB INSERT TEE OR CROSS ACCOMPANYING TABLE. • AIR RELIEF VALVE TO BE INSTALLED OPERIMETER DRIPLINE PIPE TO BE INSTALLED 2" 4* AT HIGH POINT OF AREA FROM PERIMETER OF AREA • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, ©SUB -SURFACE DRIPUNE IT IS RECOMMENDED THAT STAINLESS SEE IRRIGATION SCHEDULE STEEL CRAPS BE INSTALLED ON EACH MRNG. @9 BLANK TUBING 10 )e" AR RELIEF VALVE SEE DETAL OPVC SUPPLY MANIFOLD 12 PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED7DRIP TO MEET LITERAL FLOW DEMAND) ANIFOLD 13TOTAL LENGTH OF SELECTED DTA LNE SHOULD NOT DEPTH E%GEED LENGTH SHOWN IN TAKE 14 PVC SCH !D RISER PIPE 15 DRIPUNE INDICATOR. SEE DETAL FOR ADDT'L INFO 12 DRIPLINE END FEED LAYOUT NOT TO SCALE DRIPLINE SLOPED LAYOUT NOT TO SCALE ES: DISTANCE BETWEEN LITERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE AIR REUEF VMVE TO BE INSTALLED AT HIGH POINT OF AREA WHEN USING 17MM INSERT FITTINGS WHH DESIGN PRESSURE OloO 50PS1, IT 6 RECOMMENDED THAT STAINLESS STEEL CWAPS BE INSTALLED ON EACH PRONG. OPVC EXHAUST HEADER OPVC SCH 40 TEE OR EL (TYPICAL) @BARB X MATE MRNG: O FLUSH POINT (TYPICAL) SEE RAIN BIRD DUAL 'FLUSH POINT WITH BALL VALVE' O PERIMETER OF AREA ©PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA OSUB-SURFACE ORIPLINE @BLANK TUBING @BARB X BARB INSERT TEE OR CROSS ID Y* AIR RELIEF VALVE 11 PVC SUPPLY HEADER 12 PVC DMP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 13 PVC SCH 40 RISER PIPE 14 DRIPUNE INDICATOR. SEE DETAL FOR ADVL INFO Name Maximum LArzl Lanos(FNH MA"WMmmaa msam 1�8 am Vm Vm x Nh) x Ra1PVl x 318 IN IN We am 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 1/3 OF SLOPE TO BE SPACED GREATER THAN OPTIMAL ROW DISTANCE. SEE MANUFACTURER DRIPUNE INSTALLATON GUIDE FOR SUGGESTED SPACING. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE • WHEN ELEVATION CHANCE 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 AUINGS WRH DESIGN PRESSURE OVER 5OPS1, IT IS RECOMMENDED THAT STAINLESS STEEL CIAMPS BE INSTALLED ON EACH FITTING. Q1 M DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZE) TO MEET 11 1 LATERAL FLOW DEMAND) Q BARB X MALE FITTING __ ___— = (DM SUPPLY HEADER • 4-6" (D PVC SCH 40 TEE OR EL (TYPICAL) DRIP MANIFOLD T BURIAL DEPTH i QSU SURFACE OE: SE SEE IRRIGATIONN SCHEDULE 1 1 4 3 © RUSH POINT. SEE DETAL 10 OPVC FLUSH HEADER NS A 4 OB Y" AR RELIED VALVE: RSEE DETAIL 09 DRIPUNE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION O FINISH GRADE/TURF O OPERATION INDICATOR O SUB -SURFACE DRIPLINE: SEE IRRIGATION SCHEDULE AS -BUILT NOTE: 1. INSERT BARB TRANSFER FATNG DIRECTLY INTO DRIPLINE TUBING. 2. VAN NOZZLE MAY BE SEr TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM THE NOZZLE, SET THE ARC TO Y PATTERN. THE FLOW FROM THE NOZZLE, 0.3 GPM, SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN DRIP IRRIGATION DRIPLINE INDICATOR NOT TO SCALE REF, GRA22-XXXX N N ry 0 Cal 0 0 0 0 zz LU 0 0 >O }O F F U U IY Y 0. a 000 LM LM W N W N KKK Ind It Nr 0 Q by 8 r- 10 PVC RISER PIPE 11 TURF OR MULCH ©KNISH GRADE U) J I— LU 0 Z O 'Q'^^ NV NLL LL Z O� VJ Z Q O 0 W W l­_ZZ 0 � O W l� V Wz of Z it a^� Q HMZ Z) LU V of IY] Q M U0LLLL a0 7 O J W O U Lu 20 UU) 2 0 j rn a rn ¢ IT =) coU)w0 ¢ M ILL of Q >LuW zF_w W X Q UL Q U > Q Q (1) 0 � m [ Y z it a 1.1 C YI N Ir o Lp� a C YU C N 0 M 41111 C ¢00 OT ryry In 3 fV c In C �Yv mU r PLANS ARE APPROK0 FOR ORWACE IWM THE CITY OF AUSURI JEERING REQUIREBWE W o 00 REVIEW ENGINEER: E LO LO , APFROYFO: 9.12.2023 CV 00. VICINITY MAP AUBURN, WASHINGTON HORIZONTAL DATUM: HAD 831 WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, 4601 BASIS OF BEARINGS: CITY OF AUBURN CONTROL POINT 309-013 WAS HELD FOR POSITION, AND A LINE BETWEEN 309-013 & 308-001 WAS HELD FOR ROTATION, BEING SOUTH 89'44'160 WEST. COA 309-013 COA 308-001 111 127204.58 (US FEET) N: 127198.01 (US FEET) E. 1294994.16 (US FEET) E. 1293557.96 (US FEET) FIG. CASED CONIC. MONUMENT FIND. CASED CONIC. MONUMENT W/ 2" BRIGS DISK AT W/ 2" BRASS DISK "LS 22954" "C" Si. RE & 37TH 9 NE AT "B" ST NUN It 37M 9 NW VORTICAL DATUM: VERTICAL DATUM FOR THIS SURVEY IS NAVD88 ESTABLISHED FROM CITY OF AUBURN CONTROL POINT 309-013, WITH M ELEVATION OF 51 96' STE BENCHMWN: Cltt OF AUBURN MONUMENT 9308-002 MONUMENT IN CASE AT ME PC OF 37M ST NW NAVD 88 ELEVATION = 51.00' LOT MIA 195.1231SF (448[ACRES) PDORIBM 47 37TH ST NE, AUBURN, WA 98002 TAN PARCEL NUMBER: 158260-0014 REFERENCE SURVEYS: UPS) R 0 SSHORT Ux ETR RECNO S NO720000824900003RED NO 8(2000)1] (1978) UPS) B LA NO BHA-08-0002, UNDER REC NO 20080707900005 (2008) DALE OF SURVEY: THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 24, 2020 All SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN NOVEMBER & DECEMBER OF 2020 SURVEYOR'S NOTES: • ALL DISTANCES SHOWN HEREON ME GROUND MEASUREMENTS IN U S. SURVEY FEET. • THE BOUNDARY CORNERS AND ONES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY, AND DON'T PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED NO PROPERTY CORNERS WERE SET FOR THIS SURVEY • ONLY SURFACE EVIDENCE OF UNDERGROUND UTILITIES WAS OBSERVED FOR THIS SURVEY. NO UNDERGROUND LOCATES WERE PERFORMED. UNDERGROUND UTILITIES MAY EXIST WITHIN THE MAPPING UMITS THIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS NE FENCE LINES BUILDINGS. WALLS ETC - SEE NAP FOR PARTICULARS) PER WAC, 332-13IS LINES OF OCCUPATION, AS DEPICTED MAY INDICATE AREAS OF LINE POTENTIAL CLAIMS IO UNWRITTEN OWNERSHIP THIS SURVEY HAS ONLY DEPICTED THE RELATIONSHIP NWREEN LINES OF OCCUPATION AND THIS LINES OF RECORD ER RENEL OF OF OWNERSHIP BUSED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS SURVEY OR BY ANY PERSONNEL OF BMGHAUSEN CONSULTING ENGINEERS, INC THIS IS A OEM TRAVERSE SURVEY TOPCON ST AND TOPCON HYPER HR GM MD SELL TABLET DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLING MONUMENTATION AS SHOWN CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090 ALL INSTRUMENTS MD EQUIPMENT HAVE BEEN MAINTANED IN ADJUSTMENT ACCORDING r0 MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL • THIS SURVEY MEETS OR EXCEEDS ME "RELATNE POSITIONAL PRECISION' REQUIREMENTS SET FORTH IN THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS MR ALTA/NSPS LAND TITLE SURVEYS IN SECTION 3(E). • THE RECORD DESCRIPTION FOR THE SUBJECT PROPERTY 15 BASED ON THE REFERENCED PLAT AND MATHEMATICALLY CLOSES • ELEMENTS AND FEATURES DEPICTED HEREON SATISFY THE REQUIREMENTS STATED WITHIN WAD 332-130-145 FOR TOPOGRAPHIC MAPS, INCLUDING THE FOLLOWING THE SOURCE OF THE CONTOURS SHOWN HEREON PRE BASED UPON DIRECT HELD OBSERVATIONS THE CONTOUR ACCURACY IS PER NATIONAL MAPPING STMEARDS, ONE MY OF THE CONTOUR INTERNAL (1') THE PURPOSE OF THIS SURVEY IS TO MAP THE CURRENT CONDITIONS FOR ENGINEERING DESIGN BOUNDARY & TOPOGRAPHIC SURVEY i I C Y LLc e PONGHOP��E NO T gee 54-0060 'm EXISTING BUILDING a /�1-✓-dSWIO 11E 2M.52'(R2XCy- ------------------ FOUND 1/2" REM& GAP �"m m- 'LS 22956', 03' SUBSURFACE, 0' 25' S0' 100' 0.1' S & 0.1' E OF CORNER (FENCE 0.3' E OF CALC'D CORD SCALE: 1"=50' 00' +m„ 1 +aam WEST PROPERTY ONE HER) PER R (S, REC. DUA 20000824E TO EST) I 4.1' (SURVEY FOR APIACENT PARCEL TO WEST) \ F % +wm +w 7n +. + 40111 TIC +V. ++�" I I .m +� .y1 MG LLC GEL 00. LLG + I l I I I HILL 5U%00 AUGURo pwCE00W I AUBURN PAROEOOAO SS5551' 885551' FENCE 1.0' WEST OF ONE FOUND 1/2' REM & GAPS ITS 22956, 08 ABOVE GRADE, - - - - - OS' S & 0_T E OF CORNER �Loorq�?t i W'? to��+M•• 2S' K_P:, 1N 20' INGRESS, EGRESS WNENT RED No 7810200849 ® (BENERTS SFU CHANUNK FENCE — CB SO GN RIM-5113' 6" PVC N IE-48.68' 6" PVC E IE=48.63' 8" PVC S IE=4863' FARK UNCIN JACUSIR10- 00 LTA 1582BW -00 20 0' 20' INGRESS, EGRESS EASMENT-'� RED No 7810200849 ® (BENEFITS SITE) BOAT LIU OR STS ART RIM=51 56' 8' PVC N IE=485V 8" PVC NE IE=4856' CB STD CRT - RIM=5099' 8" CMP NW IE=4839' A�1'36'13• 8° PVC E IE=4849' Rw1135.99' W CNC S IE=4839' L-115.38' (CITY 308-001) END. MON IN CASE (R2XC) CB STD BIT RIM=50 45' m Y BRASS DISK - 12' CNC N IE=4840' 1 6 %S 22954° 1Y CNC 5 IE=48.}O' NO3'23'12°E 30.0011 0 - _ _I( SWI R'48i 619.23YR ORIG P,V I zi +"* IN 4" X 4" CONCRETE, "LS 15650"1 12' SUBSURFACE / }am +wm 4 T �ZT4 + e C 'N GRT 1 93' / fi'APJW IE=4963' 9 SHED 224 SO FT / 140 Z—CIE/, Y1 Z—/A1. / �/ I1 y.Ea �J }ssm %%'77 %% Tau SHIPPING CONTAINER SHIPPING aM"+ .� 20' INGRESS, EGRESS FASMENi CONTAINER_;�• ®REC No 7810200849 R 20 0' (AFFECTS S IBISOF SIZE) +" / EXISTING y BUILDING 223' 21,225 SO FT SHED �m BOLIARO, B POWER (ttP) XE]_Ea.}� FINISH CAB FAUCET FLOOR= +� 5270' GAT 3 TRANSFORMER WATER METER CB STO CRT \ (%2J 1 p RIM=51 91' +•+>u +� + i 8' PVC SW IE=4917V ,m , F<} +wv }a /l CB STD SIT VA 7 (ptt 308-002 \l LWATER RIM-O 43' END CONIC MON IN CASE 48' COO E IE="V5' SDMH METER W/ 2' BRASS DISK ITS 22954 qg" CNC W IE=M.85' RIM=50 87' STIR BFRL-51 Go u' CNC N IE-47 77' EL=51 W' 6' PVC SE IE=477)' TEL RIM=51 O6' 18' PD5 W IE=4026' Vj 2'32- 18" AE S IE=4031' R=1165.99' L=355.02' A�16'07° SS1AH (CL PER R1) R=113559' RIM=50.]7' L=23230' 18" ADS E IE-40.07' (C) 18" ADS W IE=40.12' - 0 2' �� CENT 1R0p00A�FCC, NO CUTS LLG FOUND 1/2" REM Sc GAP US 34130/18902. 012' N & 0.16 E OF CORNER -CHUNUNK FENCE 04 m T3G PPRGE pHO 000400' 05' 04' A&BUILT . CB ITS OPT f RIM=50 99' 6 8" PVC HE IE=4919' 12" ADS S IE=4864' s LEGEND (NOTE NOT ALL SYMBOLS MAY APPEAR ON THE MAP) B SURVD MONUMENT (AS NOTED) AT SECTION CORNER (AS NOTED) • SET ROSM/GAP (LSP45789) 0 FOUND REBMXW (AS NOTED) 0 SET 2'X2" HUB/TACK ONE STAKE A MAG/WASHER OR LFAD/iACK (AS NOTED) BENCHMARK •A+l-! m LUMINNRE (LUM) 60 YARD LIGHT Q ORNAMENTAL LIGHT o TRAFFIC SIGNAL UGHTS (] POWER METER O POWER POLE ® JUNCTION BOX (M NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN ICED ® STORM MANHOLE (SDMH) Q SANMMY SEWER "HOE DAMN) O CLEMOUT (M NOTED) ® CAS METER W GAS VALVE WATER VALVE (WV) T FAUCET RW FIRE HYDRMi(FHJ / CONNECTION(MC) ED WATER MANHOLE ® WATER METER BLOW -OFF / ARVAC G MONITOR WELL a SIGN D IRRIGATION SPRINKLER DIRECTONAL ARROW t� } HMDHCM -"- CHAIN LINK FENCE - WOOD FENCE -o - III FENCE -•••- SILT FENCE -0- METAL/IRON FENCE GUARD RAIL/CABLE FENCE - n- n- WATER LINE -o-o- GAS LINE -STEAM- STEAM LINE -ToOo- TELEPHONE LINE (OH) OR (UG) A(XX) POWER UNE (OH) OR (UG) -SD- STORM LINE -ID- SEWER LINE CyCt ROCKERY KEYSTONE WALL Q° DECIDUOUS TREE CONIFEROUS TREE 0 TREE DRIPUNE CONCRETE --_, - GRAVEL/SAND (AS NOTED) ASPHALT LL /� BUILDING UNE (RI) ABBREVIATIONS REFERENCE SURVEYS (OH OVERHEAD BIG) UNDERGROUND (TOP) TYPICAL (0) CALCULATED (M) MEASURED TBLE INFORMIUDON: ALL TITLE INFORMATION SHOWN HEREON HAS BEEN EXTRACTED FROM CHICAGO TAR£ INSURANCE COMPANY ALTA COMMITMENT No CCH12100256NT, DATED JANUARY 14, 2021, INCLUDING APPURTENANT CASEMENTS AND ADJOINING DEEDS FOR UNPLATTED LOTS, IF ANY IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS RMGHAUSEN CONSULTING ENGINEERS, INC AWARE OF MY TIRE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY SAID COMMITMENT BMGLAUSEN CONSULTING ENGINEERS, INC HAS RELIED WHOLLY ON END RTLE COMPANYS REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHMSEN CONSULTING ENGINEERS, INC. OUALIHES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. LEGAL DESCRPDOU: LOT 4, Cltt OF AUBURN SHORT PILAF NUMBER SP 27-78, RECORDED UNDER RECORDING NUMBER 7810190517, IN KING COUNTY, WASHINGTON, BEING A PORTION OF TRACT A, TOWN OF CHRISTOPHER, ACCORDING r0 ME PLAT THEREOF, RECORDED IN VOLUME 7 OF PUTS, PAGE 30 IN KING COUNTY, WASHINGTON SPECK. "CORDONS 1 COVENANTS, CONDITIONS, RESTRICTIONS, RECDMS, RESERVATIONS, EASEMENTS, MOMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK UNES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT UNITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABIUTY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED OR MPUCMLE LAW, AS SET FORTH ON CITY OF AUBURN SHORT PLAT NUMBER SP 27-78 RECORDING NO 7810190517 (NOTHING RLOTDABLE SHOWN) 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT PURPOSE INGRESS AND EGRESS RECORDING DATE. OCTOBER 20, 1978 RECORDING NO. 7810200849 AFFECTS WEST 20 FEET OF ME SOUTH IBIS FEET (AFTECIS THE FAST 2Y OF THE SOUTH 360' OF SIIE, BENEFITING ADJACENT PARCEL TO WEST. ALW INCLUDES A 20' WIDE FASEMNT ORFSITE ADJACENT TO THE WEST. PLOTTED HEREON 3. EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT GRANTED TO PUGET SOUND POWER & LIGHT COMPANY , A WASHINGTON CORPORATION PURPOSE ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM TOGETHER W17H ALL NECESSARY OR CONVENIENT APPURTENANCES RECORDING DATE' MARCH 6, 1979 RECORDING NO 790MB0847 AFFECTS AS CONSTRUCTED OR TO BE CONSTRUCTED (AFFECTS SITE, 10' MR SHOWN OVER 5' EACH SIDE OF U/G ROWER MUIY DOME PAINT. PLOTTED HEREON) N EASEMEM(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT GRANTED TO PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION PURPOSE UNDERGROUND COMMUNICATION LINES RECORDING DATE. MAY 19, 1982 RECORDING NO 8205190684 AFFECTS SOUTH 3 FEET WFECIS SOUTH 3 FEET, PILOTED HEREON) ITEMS 5 THROUGH 12 ARE NOT SURVEY RELATED 6=tF25'55•FND. GONG, MOM IN CASE s Jt=1968.If W/ 2" BRASS DISK RIM=51 55 SDMH 12' ADS E IE=4225' RIM=51 34' 12' ADS W IE=4220' 48" CNC E IE=4544' 48" CNC W IE=4539' `CB ITS GOT RIM-5090' 12' CNC N IE=47 W 12' CNC S IE=47.50' �I 37TH ST NE (CITY ao9-o13) MD. CONC MON IN CASE (PUBLIC ROVE W1 2" BRASS DISK NBB05'18•W 173150' SURVEYOR'S CERTIRCATE THIS IS TO CERTIFY THAT THIS MAP OR 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. fL -Ti7n 61 04/05/2023 OWEN B HILLE, P.L.S. DATE WASHINGTON REGISTRATION NO. 40016 04/05/2023 0 L I1J Z � U DO - U 0 ILL- O = a H W a n V O O Z 0 xs zNz WEL Y - I n = Q 0 LL U K DO H- LL Q ILL. m O U OD F I— U LLT O d I— LIU w I— Cn W Y OR O LL - _ `o gi 3 ull Y M m y mom mO X T1. 0 C : In — C W CN� 1�p C_ Q 00 M 'O C c Q YI l0 C Ln N 4.F C �C E m m U o h Q r E o a LO i m Q N N 0 ILLUMINATION WIRING SCHEDULE (ON -SITE ONLY) CONDUIIT SIZE ILLUM. /8 PCELLO #14 POWER /6 GRND. /6 NO. 1 1.5" SCH80 PVC 2 1 2 1.5" SCH80 PVC 2 2 1 3 3" RGS 3 4 1.5" RGS 2 2 1 5 3" SCH80 PVC 3 6 1.5" SCH80 PVC 4 1 ON -SITE ILLUMINATION CONSTRUCTION NOTES OFURNISH AND INSTALL PRECAST FOUNDATION, POLE, LITHONIA FIXTURE AND EXTERNAL GLARE SHIELD PER ILLUMINATION PULL SCHEDULE, THIS SHEET, AND PRODUCT DETAILS, SHEETS OS-06 & OS-07. POLES SHALL BE LOCATED 1.25 FEET BEHIND BACK OF CURB AND CENTERED BETWEEN PARKING STALLS. PRECAST FOUNDATION SHALL BE EXTENDED 3-FT ABOVE GROUND SURFACE. OFURNISH AND INSTALL PRECAST FOUNDATION, POLE, LITHONIA FIXTURE AND HOUSE -SIDE SHIELD PER ILLUMINATION PULL SCHEDULE, THIS SHEET, AND PRODUCT DETAILS, SHEET OS-06 & OS-07. POLES SHALL BE LOCATED 3.5 FEET BEHIND BACK OF CURB. OINSTALL PHOTOCELL AND REPEATER ON LIGHT POLE PER MANUFACTURER'S RECOMMENDATIONS. ®PSE TRANSFORMER TO BE 1201240V SINGLE PHASE POWER SOURCE. PSE SHALL DETERMINE EXACT LOCATION OF POWER SOURCE. CONTRACTOR SHALL STUB THE CONDUIT AND CONDUCTORS OUTSIDE THE SERVICE POINT WITH SUFFICIENT SLACK FOR FINAL CONNECTION TO POWER SOURCE. PSE SHALL PERFORM FINAL CONNECTION TO POWER SOURCE. OFURNISH AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10, SHEET OS-05. ©FURNISH AND INSTALL TYPE B SERVICE CABINET WITH 60 AMP TYPE 1201240 VOLT SINGLE PHASE PER WSDOT STANDARD PLAN J-10.17, SHEET OS-05. MOUNT SERVICE CABINET ON A SINGLE WOODEN POST PER WSDOT STANDARD PLAN J-10.12, SHEET OS-05. CONTRACTOR 70 INSTALL CONDUIT AND CONDUCTORS TO NEW SERVICE CABINET. PUGET SOUND ENERGY SHALL MAKE FINAL CONNECTION. BOTTOM OF CABINET SHALL BE A MINIMUM OF FOUR (4) FEET ABOVE FINISH GRADE. SHOWN SERVICE CABINET LOCATION IS APPROXIMATE. CONTRACTOR SHALL CONFIRM PREFERRED LOCATION WITH DEVELOPER PRIOR TO INSTALLATION. ATTACH PLACARD TO FRONT OF CABINET STATING "ON -SITE LIGHTING". INSTALL ECLYPSE SYSTEM CONTROLLER INSIDE SERVICE CABINET PER MANUFACTURER'S RECOMMENDATIONS. BOTTOM OF SERVICE CABINET SHALL BE A MINIMUM OF 1-FOOT ABOVE THE BASE FLOOD ELEVATION OF 53.5 FEET, ESTABLISHED FROM NAVD88. OFURNISH AND INSTALL 18"X24"X12" FIBERGLASS HANDHOLE WITH 10"XI5" POLYMER CONCRETE COVER (HIGHLINE PRODUCTS CHA101512, OAE) PER DETAIL, SHEET OS-05. ON -SITE ILLUMINATION GENERAL NOTES 1. ALL CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS IT IS LOCATED UNDER A DRIVE AISLE OR PARKING STALL, THEN IT SHALL BE SCHEDULE 80 PVC. 2. SHOULD BE DIMMED TO A 5OX LUMEN OUTPUT BETWEEN 6PM AND BAN. 3. ALL LIGHTS SHALL BE CONNECTED BY A SYSTEM CONTROLLER MEETING THE REQUIREMENTS OF THE WASHINGTON ENERGY CODE 1513.6.2. 4. ALL OUTDOOR LIGHTING SHALL MEET THE REQUIREMENTS OUTLINED IN AUBURN CITY CODE 18.55.030. 5. FACILITIES SHALL MEET THE REQUIREMENTS OUTLINED IN AUBURN CITY CODE 15.68 (WATERPROOF OR LOCATE A MINIMUM OF 1-FOOT ABOVE THE BASE FLOOD ELEVATION). 6. ON -SITE LIGHTING WILL BE CONTROLLED BY A PHOTOCELL. LIGHTS WILL TURN ON IN THE EVENING AS SUNLIGHT DECREASES AND AND TURN OFF IN MORNING AS SUN LIGHT INCREASES. SECTION 01, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE -- SEE SHEET OS-02 ON -SITE ILLUMINATION POLE SCHEDULE IDENTIFIER LUM. POLE MOUNTING HEIGHT POLE COUNT WATTAGE ITYPE LUMINAIRE TYPE - DISTRIBUTION POLE TYPE FOUNDATION 28' 9 124W LED LITHONIA DSXi-LED-P4-40K-SOCRI-BLC4-MVOLT-EGS SQUARE STEEL SEE DETAIL SHEET OS-06 0 28' 2 165W LED I LITHONIA DSXi-LED-P6-40K-80CR1-T5W-MVOLT-HS SQUARE STEEL SEE DETAIL SHEET OS-O6 TDR/DVB 1 1 07-14-2023 DVB I I TENW #2022-383 TDR CALCULATION SUMMARY TARGET ACTUAL DESIGN CRITERIA CALCULATION AVG. UNIFORMITY AREA MAINTAINED IO MAX.TFC/ FC Al FCC 1.00** 15.00A DRIVE AISLE -ASPHALT 1.00 faooll ** < 0.10 N/A* LOT LINE aoz WA * TARGET CRITERIA BASED ON Al RP-8-18, TABLE 17-2. ** TARGET CRITERIA BASED ON AUBURN CITY CODE, SECTION /8.55.030. TENW L Transportation Engineering NorthWest TRANSI'MATON PLANNING k DESIGN to SE Sin Street, Suite 200, Bellevue, WA 98004 T: (425) 889-6747, www.tww.com Project Contact: Trevin Roletto, P.E. Phone: (425) 250-0583 ACC 18.55.030 GENERAL REQUIREMENTS A Shielding Required Except as otherwise exempt, all outdoor lighting fixtures shall be constructed with shielding on all sides The outdoor light source (bulb or element) shall not be visible at or beyond the property line. Figure 18.55.030. Examples of light fixtures with shielding on all sides B. Fixture Heights. Lighting fixtures shall not exceed the following maximum heights: [SEE TABLE 18.55.030] C Photometric Plan Requirements. A photometric plan shall be prepared and submitted for review and approval when required under ACC 18 55.020. Applicability. The required elements of the plan shall be specked in application forms to be provided by the city The photometric plan will be reviewed to ensure compliance with the provisions in this chapter. D. Level of Illumination 1. Parking lots, driveways, and trash enclosures/areas shall be illuminated with a minimum maintained one foot-candle of light and an average not to exceed four foot-candles of light. 2 Pedestrian walkways shall be illuminated with a minimum maintained one-half foot-candle of light and an average not to exceed two foot-candles of light. 3. In order to minimize light spillage on abutting residential property, illumination measured at the nearest residential structure or rear yard setback line shall not exceed one -tenth foot-candle E. Accent Lighting. Lighting used to accent architectural features, landscaping or an is permitted to be directed upward; provided, that the fixture shall be located, aimed, or shielded to minimize light spill. No permit is required for this type of lighting. F. Periods of Illumination. 1. All outdoor lighting systems shall be equipped with automatic switches conforming to the requirements of Section 1513.6.2 of the Washington Energy Code 2. The use of sensor technologies, timers or other means to activate lighting during times when d will be needed is encouraged to conserve energy, provide safety and promote compatibility between different land uses. Lower lighting levels at off-peak times are encouraged as a safety measure. 3. However, outdoor lights may remain on during the required off hours when: a. Illuminating flags representing country, state, or other civic entity; b Functioning as security IigMing (e.g., illuminating a pathway, building entry, etc ), c. Associated with special events, etc. (Ord. 6390 § 1, 2011.) ILLUMINATION LEGEND NEW DESCRIPTION 04 LITHONIA DSX1-P4-BLC4 ex LITHONIA DSXi-P4-TSW (9 LIGHTING HAND HOLE Q TYPE 2 JUNCTION BOX ® SERVICE CABINET LUMINAIRE CALL -OUT O CONSTRUCTION NOTE QWIRE NOTE Table1B5S030. Fixture Height outdoor (MaxlmlLrrl as Lighting measured to the top Location of the fixture from grade) Within SO'ofa 16h residential zoning district Surface Parking Sot Area 24P CA C-3, M-1, M- 2, EP Allother districts 10 40 0 20 60 SCALE IN FEET PROJECT REF: FAC23-0003 THESE PLANS ARE APPROVED FOR WITH THE CITY OF AUBURN'S ENGII REQUIREMENTS. I / I111MANatllifPl PSE TRANSFORMER DATE: 9.12.2023 prrA*INe No. =F3 AUBURN OWNER LLC 47 37TH STREET NE OS-01 1 SAN VICENTE BLVD, 10TH FLOOR LOS ANGELES, CA 90049 SHEET No.. BTHOMSON@FORTRESS.COM 1 BRADY THOMSON or ON -SITE ILLUMINATION PLAN 7 SHEETS ILLUMINATION WIRING SCHEDULE (ON —SITE ONLY) CONDUIIT SIZE ILLUM. /8 PCELLO #14 POWER /6 DRND. /6 NO. 1 1.5" SCH80 PVC 2 1 2 1.5" SCH80 PVC 2 2 1 3 3" RGS 3 4 1.5" RGS 2 2 1 5 3" SCH80 PVC 3 6 1.5" SCH80 PVC 4 1 ON —SITE ILLUMINATION CONSTRUCTION NOTES OFURNISH AND INSTALL PRECAST FOUNDATION, POLE, LITHONIA FIXTURE AND EXTERNAL GLARE SHIELD PER ILLUMINATION PULL SCHEDULE, THIS SHEET, AND PRODUCT DETAILS, SHEETS OS-06 & OS-07. POLES SHALL BE LOCATED 1.25 FEET BEHIND BACK OF CURB AND CENTERED BETWEEN PARKING STALLS. PRECAST FOUNDATION SHALL BE EXTENDED 3-FT ABOVE GROUND SURFACE. OFURNISH AND INSTALL PRECAST FOUNDATION, POLE, LITHONIA FIXTURE AND HOUSE -SIDE SHIELD PER ILLUMINATION PULL SCHEDULE, THIS SHEET, AND PRODUCT DETAILS, SHEET OS-06 & OS-07. POLES SHALL BE LOCATED 3.5 FEET BEHIND BACK OF CURB. OINSTALL PHOTOCELL AND REPEATER ON LIGHT POLE PER MANUFACTURER'S RECOMMENDATIONS. ®PSE TRANSFORMER TO BE 1201240V SINGLE PHASE POWER SOURCE. PSE SHALL DETERMINE EXACT LOCATION OF POWER SOURCE. CONTRACTOR SHALL STUB THE CONDUIT AND CONDUCTORS OUTSIDE THE SERVICE POINT WITH SUFFICIENT SLACK FOR FINAL CONNECTION TO POWER SOURCE. PSE SHALL PERFORM FINAL CONNECTION TO POWER SOURCE. OFURNISH AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10, SHEET OS-05. ©FURNISH AND INSTALL TYPE B SERVICE CABINET WITH 60 AMP TYPE 1201240 VOLT SINGLE PHASE PER WSDOT STANDARD PLAN J-10.17, SHEET OS-05. MOUNT SERVICE CABINET ON A SINGLE WOODEN POST PER WSDOT STANDARD PLAN J-10.12, SHEET OS-05. CONTRACTOR TO INSTALL CONDUIT AND CONDUCTORS TO NEW SERVICE CABINET. PUGET SOUND ENERGY SHALL MAKE FINAL CONNECTION. BOTTOM OF CABINET SHALL BE A MINIMUM OF FOUR (4) FEET ABOVE FINISH GRADE. SHOWN SERVICE CABINET LOCATION IS APPROXIMATE. CONTRACTOR SHALL CONFIRM PREFERRED LOCATION WITH DEVELOPER PRIOR TO INSTALLATION. ATTACH PLACARD TO FRONT OF CABINET STATING "ON -SITE LIGHTING". INSTALL ECLYPSE SYSTEM CONTROLLER INSIDE SERVICE CABINET PER MANUFACTURER'S RECOMMENDATIONS. BOTTOM OF SERVICE CABINET SHALL BE A MINIMUM OF 1-FOOT ABOVE THE BASE FLOOD ELEVATION OF 53.5 FEET, ESTABLISHED FROM NAVD88. OFURNISH AND INSTALL 18"X24"X12" FIBERGLASS HANDHOLE WITH 10"XI5" POLYMER CONCRETE COVER (HIGHLINE PRODUCTS CHA101512, OAE) PER DETAIL, SHEET OS-05. ON —SITE ILLUMINATION GENERAL NOTES 1. ALL CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS IT IS LOCATED UNDER A DRIVE AISLE OR PARKING STALL, THEN IT SHALL BE SCHEDULE 80 PVC. 2. SHOULD BE DIMMED TO A 5OX LUMEN OUTPUT BETWEEN 6PM AND BAN. 3. ALL LIGHTS SHALL BE CONNECTED BY A SYSTEM CONTROLLER MEETING THE REQUIREMENTS OF THE WASHINGTON ENERGY CODE 1513.6.2. 4. ALL OUTDOOR LIGHTING SHALL MEET THE REQUIREMENTS OUTLINED IN AUBURN CITY CODE 18.55.030. 5. FACILITIES SHALL MEET THE REQUIREMENTS OUTLINED IN AUBURN CITY CODE 15.68 (WATERPROOF OR LOCATE A MINIMUM OF 1-FOOT ABOVE THE BASE FLOOD ELEVATION). 6. ON -SITE LIGHTING WILL BE CONTROLLED BY A PHOTOCELL. LIGHTS WILL TURN ON IN THE EVENING AS SUNLIGHT DECREASES AND AND TURN OFF IN MORNING AS SUN LIGHT INCREASES. SECTION 01, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE -- SEE SHEET OS-01 ON —SITE ILLUMINATION POLE SCHEDULE IDENTIFIER LUM. POLE MOUNTING HEIGHT POLE COUNT I WATTAGE ITYPE LUMINAIRE TYPE — DISTRIBUTION POLE TYPE FOUNDATION 28' 1 9 124W LED LITHONIA DSXi—LED—P4-40K—SOCRI—BLC4—MVOLT—EGS SQUARE STEEL SEE DETAIL SHEET DE 0 4F)( 28' 2 165W LED LIT—HCR ONIA DSX1—LED—P6-40K—TSW—MVOLT—HS SQUARE STEEL SEE DETAIL SHEET TAIL TDR/DVB 1 1 07-14-2023 DVB I I TENW #2022-383 TDR SERVICE BREAKER SCHEDULE NEW ON —SITE SERVICE CIRCUIT VOLTAGE BREAKER CONTACTOR MAIN 1201240 2P-60 AMP --- ILLUM A 240 2P-15 AMP 30 AMP ILLUM B 240 2P-15 AMP 30 AMP PHOTOCELL 120 iP-15 AMP --- TENW L Transportation Engineering NorthWest TRANSPORATON PLANNING k DESIGN to SE Sin Street, Suite 200, Bellevue, WA 98004 T: (425) 889-6747, www.tww.com Project Contact: Trevin Roletto, P.E. Phone: (425) 250-0583 ACC 18.55.030 GENERAL REQUIREMENTS A Shielding Required Except as otherwise exempt, all outdoor lighting fixtures shall be constructed with shielding on all sides The outdoor light source (bulb or element) shall not be visible at or beyond the property line. Figure 18.55.030. Examples of light fixtures with shielding on all sides B. Fixture Heights. Lighting fixtures shall not exceed the following maximum heights: [SEE TABLE 18.55.030] C Photometric Plan Requirements. A photometric plan shall be prepared and submitted for review and approval when required under ACC 18 55.020. Applicability. The required elements of the plan shall be specked in application forms to be provided by the city The photometric plan will be reviewed to ensure compliance with the provisions in this chapter. D. Level of Illumination 1. Parking lots, driveways, and trash enclosures/areas shall be illuminated with a minimum maintained one foot-candle of light and an average not to exceed four foot-candles of light. 2 Pedestrian walkways shall be illuminated with a minimum maintained one-half foot-candle of light and an average not to exceed two foot-candles of light. 3. In order to minimize light spillage on abutting residential property, illumination measured at the nearest residential structure or rear yard setback line shall not exceed one -tenth foot-candle E. Accent Lighting. Lighting used to accent architectural features, landscaping or an is permitted to be directed upward; provided. that the fixture shall be located, aimed, or shielded to minimize light spill. No permit is required for this type of lighting. F. Periods of Illumination. 1. All outdoor lighting systems shall be equipped with automatic switches conforming to the requirements of Section 1513.6.2 of the Washington Energy Code 2. The use of sensor technologies, timers or other means to activate lighting during times when It will be needed is encouraged to conserve energy, provide safety and promote compatibility between different land uses. Lower lighting levels at off-peak times are encouraged as a safety measure. 3. However, outdoor lights may remain on during the required off hours when: a. Illuminating flags representing country, state, or other civic entity; b Functioning as security IigMing (e.g., illuminating a pathway, building entry, etc), c. Associated with special events, etc. (Ord. 6390 § 1, 2011.) I I� _1L r- r- - � I NEW RVI E CABIN 2P-60 AMP MAIN 201240V SINGLE PH ILLUM A ILLUM B NOT TO SCALE PHOTOCELL ILLUMINATION LEGEND NEW DESCRIPTION 04 LITHONIA DSXi—P4—BLC4 ex LITHONIA DSXi—P4—TSW (9 LIGHTING HAND HOLE Q TYPE 2 JUNCTION BOX ® SERVICE CABINET LUMINAIRE CALL —OUT O CONSTRUCTION NOTE QWIRE NOTE Table1B5S030. Fixture Height Orndoor (MaxlmlLrrl as Lighting measured to the top Location of the fixture from grade) Within SO'ofa 16h residential zoning district Surface Parking 301. Area 24P CA C-3, M-1, M- 2, EP Allother districts 10 40 0 20 60 SCALE IN FEET PROJECT REF: FAC23-0003 THESE PLANS ARE APPROVED FOR CONFRR WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. I J I w I111MANMIli1P1 PSE TRANSFORMER DATE: 9.12.2023 c on, entire DRAWING No. =F3 AUBURN OWNER LLC 47 37TH STREET NE OS-02 1 SAN VICENTE BLVD, 10TH FLOOR LOS ANGELES, CA 90049 SHEET No.. 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POLE MOUNTING HEIGHT POLE COUNT WATTAGE ITYPE LUMINAIRE TYPE - DISTRIBUTION POLE TYPE FOUNDATION 28' 9 124W LED LITHONIA DSXI-LED-P4-40K-SOCRI-BLC4-MVOLT-EGS SQUARE STEEL SEE DETAIL SHEET OS-06 0 4)( 28' 2 165W LED LITHONIA DSXi-LED-P6-40K-T5W-MVOLT-HS SQUARE STEEL SEE DE TAIL SHEET TAIL TDR/DVB 1 1 07-14-2023 DVB I I TENW #2022-383 TDR TENW L Transportation Engineering NorthWest T ANSPORATION PLANNING k DESIGN )0 SE 8th Street, Suite 200, Bellevue, WA 98004 T: (425) 889-6747, www.tww.com Project Contact: Trevin Roletto, P.E. Phone: (425) 250-0583 ILLUMINATION LEGEND NEW DESCRIPTION 04 LITHONIA DSXI-P4-BLC4 GI LITHONIA DSXi-P4-T5W ® SERVICE CABINET LUMINAIRE CALL -OUT =F3 AUBURN OWNER 1 SAN VICENTE BLVD, 10TH F LOS ANGELES, CA 90049 BTHOMSON@FORTRESS.COM BRADY THOMSON CALCULATION SUMMARY TARGET ACNAL DESIGN CRITERIA CALCULATION AVG. UNIFORMITY AREA MAINTAINEDFC IO MAX.TFC/ MIN. FCC 1.00** 15.00:1* DRIVE AISLE - ASPHALT 1.00 10.00:1 � 0.1 Ole N/A* LOT LINE 0.02 MIA * TARGET CRITERIA BASED ON ANSI/IES RP-8-18, TABLE 17-2. ** TARGET CRITERIA BASED ON AUBURN CITY CODE, SECTION 18.55.030. 10 40 0 20 60 SCALE IN FEET PROJECT REF: FAC23-0003 THESE PLANS ARE APPROVED FOR WITH THE CITY OF AUBURN'S ENGII REQUIREMENTS. I DEV REVIEW DATE: 9.12.2023 oru*INa No. 47 37TH STREET NE OS-03 SHED NO.. OF ON -SITE PHOTOMETRIC CALCULATIONS 7 SHEETS SECTION 01, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. 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POLE MOUNTING HEIGHT POLE COUNT ITYPE LUMINAIRE TYPE - DISTRIBUTION POLE TYPE FOUNDATION G 28' 9 124W LED LITHONIA DSXI-LED-P4-40K-SOCRI-BLC4-MVOLT-EGS SQUARE STEEL SEE DETAIL SHEET OS-06 0 28' 2 165W LED LIT-HCR ONIA DSXi-LED-P6-40K-T5W-MVOLT-HS SQUARE STEEL SEE DETAIL SHEET TAIL TDR/DVB 1 1 07-14-2023 DVB I I TENW #2022-383 TDR TENW L Transportation Engineering NorthWest T ANSPORATION PLANNING k DESIGN )0 SE 8th Street, Suite 200, Bellevue, WA 98004 T: (425) 889-6747, www.tww.com Project Contact: Trevin Roletto, P.E. Phone: (425) 250-0583 ILLUMINATION LEGEND NEW DESCRIPTION 04 LITHONIA DSXI-P4-BLC4 LITHONIA DSXi-P4-T5W ® SERVICE CABINET LUMINARE CALL -OUT =F3 AUBURN OWNER 1 SAN VICENTE BLVD, 10TH F LOS ANGELES, CA 90049 BTHOMSON@FORTRESS.COM BRADY THOMSON CALCULATION SUMMARY TARGET ACNAL DESIGN CRITERIA CALCULATION AVG. UNIFORMITY AREA MAINTAINEDFC IO MAX.TFC/ MIN. FCC 15.00:1* DRIVE AISLE - ASPHALT 1.00 10.00:1 < 0.10** N/A* LOT LINE 0.02 N/A * TARGET CRITERIA BASED ON ANSI/IES RP-8-18, TABLE I7-2. ** TARGET CRITERIA BASED ON AUBURN CITY CODE, SECTION 18.55.030. 10 40 0 20 60 SCALE IN FEET PROJECT REF: FAC23-0003 THESE PLANS ARE APPROVED FOR CONFORMA WITH THE CITY OF AUBURN'S ENGINEERIVG REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 9.12.2023 oru*INa No. 47 37TH STREET NE OS-04 SHED NO.. OF ON -SITE PHOTOMETRIC CALCULATIONS 7 SHEETS SECTION 01, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. rxwa.ea, pwmnHAVEN Y.w n 9 wnw�'ioureJ.ranm_ar�®wn.wie+ww �YM ® r.+wnrbwwr wimr ®,.wwr,rwLrL m.. p mwww,.awa-f.amwowmm,.w L.m.wxa .`�m`mmsw�wr�ixwiw,eum-e„r+. NOTION O WARNINGSol f r.ee MEMO HER w,wu .mm eow Irde ® <.DER III FEE MAYELLON.Neormod F.Forryed .. a ,. 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Phone: (425) 250-0583 =F3 AUBURN OWNER 1 SAN VICENTE BLVD, 10TH F LOS ANGELES, CA 90049 BTHOMSON@FORTRESS.COM BRADY THOMSON PROJECT REF: FAG23-0003 THESE PLANS ARE APPROVED FOR WITH THE CITY OF AUBURN'S ENGII REQUIREMENTS. I / IE1MANMlIi1P1 DATE: 9.12.2023 47 37TH STREET NE ON -SITE ILLUMINATION DETAILS oluwlxa No. OS-05 SKEET INK.. 5 OF 7 SHEETS SECTION 01, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. r D-Series Size 1 1 FD Area Luminaire D SpeerfieaHens Ew. °mars maw WN 1426' w.w XNpM IN Wnm� �q M,reM X3 3J3• w w 4 WILL, m rb, Introduction The modem styling of the 6Senes features a highly refined aesthetic that blends seamlessly mth it environment The I>Ser es offers the benefits of the latest in LED technology into id uhigl Amilbre ence, high a firany hh cy, lu me The phommell performance results in "a with excellent uniformity, greater pole spacing and lower power density D Ser as outsrand 'ng pholometq aids n reducing the number of poles required in area Iii applications with typical energy savings oi65%and evaded service life of over 100,0D0 hours. 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IVAA11I 31 th. �'°"o .w a. NVFR wax =Ish nm�mmn 4 a 2 mgw .e..nnnX.e. WRI �wawu4s«w«N m rw.w+w.+waewul MwMwM ras.,«wry MA +w Lw ew+w ��diybbai'r� .� can N9 Nw .d b a.w.rl..xw. -Shield Accessories ...:. , `ems �`ExtErnal Glare Shield (EGS) House Side Shield (HIS) Tenon Mounting Slipfilter -Mmmm� -Mmmm� mom00000 1�101®1©1©1©1�1© 1�©ovaaaa DS)(1 Ana Lumlruin - EPA 7mmmimmor in in IN M w As is 1A me Am an P6otometic Dlacrmns - son -ONE :::sommoommon MENEEMBEEN ONE nommensomp In nommoll"o am ;e.:owl :;,:: Blow, mommagKwom ommomg==UM sma :::Ewa alsommulle mw OR maneFloommki on onalifimwlmm Mumll§MWIRIIIEEE OMAN MIKE loll BAR INEEMENNEEN immammammmmmmmrm. KIM nommommonsomm MILKEN r: Moslem IIPIEE EMENI NONE LONE sell, I'm, All sell w1i :: No MEkltlEg LINEMEN mommoom wool mop),Fjmm ... loan I-� w ° xw.,._� �1�.�x a� �;�� a_a� fA a_ e�nw3dw commancuournmi 1.75 112100 Concede He le ANenbly Model CHAI015fl Tie (S) 12,000 IW, Tier15(In 22,5001bs. SIZE DWG. NO. REV A CHA101512 A SCAIE-NOR Railcar l OF I DESIGNED ITI. ISSUE WTC TDR/DV8 1 1 07-14-2023 DVB I I TENW #2022-383 TDR TENW L Transportation Engineering NorthWest TRANSPORATON PLANNING St DESIGN )0 SE 8M Street, Suite 200, Bellevue, WA 98004 T: (425) 889-6747, www.tww.com Project Contact: Trevin Roletto, P.E. Phone: (425) 250-0583 =F3 AUBURN OWNER 1 SAN VICENTE BLVD, 10TH F LOS ANGELES, CA 90049 BTHOMSON@FORTRESS.COM BRADY THOMSON Wmen A Wb TTmpo rt m OAT) MuMplim EMerinl Load w In IN an Aw Am in sm law in AM law R I On IN =�w an MIT AN HIM m OR Prejaatad LED u.wor, Wing w..e«was w,eavin're' 0m, wo a. m.r.+.rre�.e.a Ttilm� ID=�q.r,.�Y®N 000 oo ao0 000 mm w.nMJnrq Tn M bM�luYm Wrew�. Mwixn Session e x ,11,T= aoo©mm a_oo_o_mmmmmm onmmmmmmmm oomoomoomo oomommmmmm 0o0o©©mmoo ©oAmmmmomm moommmmomm ®omommmmm� ®omommmmm LED COW Twnoxntum / Colw Rxndedxe Mdlblem b WYI I «rW I L .. MEN I w.w willr an w.w MEN Home w caw we« Uxtlrl in Awmairwilin"walwilial fA[.,f40AI/I erelawAl ,, Erwin G, .3m,,.Na. ,�ar�ax..,„L,I«„X.�, nE..w,L ,T�La �ne,� wl.Ann, mm PROJECT REF: FAC23-0003 THESE PLANS ARE APPROVED FOR CONPORMA WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. I / L.-MI I11 Ci J11MCCiSllyti➢ly�i9 DATE: 9.12.2023 47 37TH STREET NE ON -SITE ILLUMINATION DETAILS DRAWING NO. OS-06 5111 No.. 6 OF 7 SHEETS SECTION 01, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. eYe,waa, ae�Bp> 24R-V-LB-P Precast Lamp Base Footings 84R-VIBE CIURT M l No. NeIpM I viva Liffo-all 51 a.ID as C "is M. r-r a r AMC Is. la arwsawau�r r•sm.e•. I rds' ON VI ftraway, 24R-V-LB-P On m a. Y-P r Weir Eint Ow, ILmm an art -iY'all, ale -Pled VUEWDGM Y 3TOMER TO WPRY ANCHOR BOLTS 9A valmont,T STRUCTURES Call 'All stl Tenon Top• SPECIFICATIONS Polo Shaftconhepoonwit afaOdcmW from strength f55H stol Wbing of Pao-peCoConatmclds with aminimlan well strength 0fel ed Pole Top IS A removable pole caps is provided for polo remiving drBling padems for sae -mount wmilmile am aeaembim For reps mount luminsire angler Market consult ONE factory Call the luminaire manufacturer for Pqe Cap - Plaetic corned tenon size or drill pa . other pole top options inchude pole cap only (PC) or plain top (PL) which is typical when ME pole top diameter matchers HIRE necessary slip fit dimensions Handhole - A reinforced handhob with grounding provl is provided at 1•.6' FOR the and end M the pole assembly Each hanto includes an Crop Beotlen easy b innstall sett-cocaned Swing takh handhele cover assembly US. Patent Swing Lath cover is fabnmtW horn duatile m"ty onaWlA 0 O blend gastic.Nl poleassemblbsamprovM wO a25Px5.00••r ngular F handholl Hellhole dimensions are nominal p maeRwn ease Cover -A two-pul full base Cover fabricated from ABS plastic F j provided AIM mch pole ass Ny. Addrilonal base cover Cardona, including 2 the men smaro (2T) coot aluminum Coal am available upon mqueat U V IMMhola Anchor Bake - Anchor bolts Conform to ASTM F1554 Grace 55 all are = W provltletl w4h two hex nuts and two flat washers Bolts have an'L• hand on �N one ell and ere galvanized a minimum of 12'on Me Mre Wel = y Hardware -A t strumuml lasTonem am galvanized high strength carbon steel. 2 W Al nonstmctuml fasteners ere galvanized or zlnoplaled carbon shoal Or ad elo mkw Mool �M Finish- Standard finishes ere either GeNamzetl(GW) or Finish Pelmed(FP) SIF Additional finish options including Finish Palm over GSNan¢mg (FPGV) or gZ FINE Bps Cover my Oil the V-PRO^ Finish Coating Systems am available upon mquest. See INS (ftMerd) Me product ordering code For color Call LLft Mon CrIEBM.%oorefinenm Design CdMda Spedficatlm for appropriate N Dad Square -V (Optimal) a •Cmsuft leanly on batling rAene nor poll Top mouMM luminaires andlor b2Mme. p.w ANCHORAGE DATA DESIGNATION,LOAD AND DIMENSIONAL DATA vWmonl STRUCTURES Amcor Bew gYll 'W Baa84Nbrs mndma BDor As dm O-WY4e 7 Sir qq 1 599 1 1d8 4TJ •GO 4 :.�. coo 14e J]o 4w ado N% n w od 9 .tee 5 - 3]0 11] 29J 403 400 11 1C0 Ian 9 No 118 295 09 223 400 OLU 11 115 WOPI 8 315 92 2]0 fi] 1fiB <00 AN n 45 IN]1B] 7190 fi NO 07 167 45 150 400 OLV 11 `40 40nal ] W3 12] 343 94 235 50) LOU 11 '05 50.U2P1 1 A3 214 535 162 405 5m SW ]_ 265 SCOW203 8 in 26 1M 10 50 4f11 4Go 11 1]0 a0.U25] .8 B DO MS ]] 63 100 15] 54 3] 135 15P 4G 5W Sea T 11 245 225 4WW2W 500(1 SW BGo .5 ED 1J.3 333 9.5 239 50 ] 360 SWW26J.1 Joe 44 110 2fi fi5 4G] lGJ ] 291 WOW30) ] ISO a R] tfi] 39 1W Sm ]380 SWW3W0 SP3 05 E11 81G 1$2 _ 25 ]fi no lot 190 90 wA 42 _ 225 HILL 105 em 5m 6W BGJ ] T ] 520 44U 540 isoow SLASCHO fiWW353 �,�, 8B 1$A am BAO Aur 72 Leo 3.0 wA wa 6W 6GJ ] s05 Prow4m de.w ill haouran in Sanel PRODUCTep^ Saw a -GYRDEadd RING CGDESPw� me o-s 11 �R01e�'mtlraltrand �wHI NTSTRUCTURES CON ahvior DS330 - Fatigue Resistant Square Non -Tapered Steel Pole v st-ILx.- B SQUARE PIABNC TOP PUSH CRP 21T9CIf1]B] Li PIPETEWII Oar rc POLE MAY BE F— Diulul RCCEPTQLEPTSIDE FIXTURE F REWIRED. BgLgpEftlEPIATE WITH WIHEENi1WiCE HIxE(DEBURRED) POLEFAST !NIGHT POLE P2 TENON DETAIL (OPTIONAL) CAP DETAIL (STANDARD) 2-PIECECOVER FINIMATCH EOTO F MULH POLEE P L 0 I I V'do w,'ar 9i MOUNTING HEIGHT FULLBASE COVER STANDARD O.SP NUT HOLDER FOR 2.BX6.00•find2PMB GaDunpina RIM Canino 1'-9• �THICIOm BOLTCURCLE REINFORCED XAtIp1DIE WITHCOVER NIO r-o• 4-ANFORBOLTS yadARE wf REAnEOEtro UCH BOFD URNIS EACH BCLT FURNISHED � xNUT®LND 2R TW 2RATWASHERB, BLOTIEOBLITNpLEB POLE BASE AND HANDHOLE DETAIL DS330 POLE DETAIL VALMONT INDUSTRIES. INC 20800 IDA STREET PO BOX 350 - VALLEY. HE well USA Sa $25 0608 VALMONTSTRUCTURESS CON PROJECT REF: FAC23-0003 THESE PLANS ARE APPROVED FOR � 8YE WEW -u-P Imo aw WITH THE CITY OF AUBURN'S ENGIN SCALE a4•-III REQUIREMENTS. IAt DEV REVIEW ENGINEER: DATE: 9.12.2023 DESIGNED BY. ISSUE DATE mJ_ v v' ` ' DRAWING NO. TDR/DVB 07-14-2023 ��N D. RDC(• '1Qxraw w�" pro TEN W CREF3 AUBURN OWNER LLC 47 37TH STREET NE OS-07 auwN er foe rvo' T'P '• Transportation Engineering NorthWest 11611 SAN VICENTE BLVD, 10TH FLOOR SHEET No.. DVB TENW #2022-383 - TRANSPORATION PLANNING 3: DESIGN LOS ANGELES, CA 90049 or'. - 41MI fiOF2� Rw HIti I /STA SSAONAL•f'� 11400 SE SIT Street, Suite 200, Bellevue, WA 98004 T: (425) 889-6747, www.tww.com Project Contact: Trevin Roletto, P.E. BTHOMSON@FORTRESS.COM BRADY THOMSON 7 OF APPROVED BY' IXNWINGFlIE Na' TDR ON -SITE ILLUMINATION DETAILS 7 Phone: (425) 250-0583 0] 14 20P.3 SHEETS 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. J. 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 (253-951-3010) FOR INSPECTION AS NECESSARY. 8. 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 BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR 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. 9. FACILITIES SHALL MEET THE REQUIREMENTS OUTLINED IN AUBURN CITY CODE 15.68 (WATERPROOF OR LOCATE A MINIMUM OF i-FOOT ABOVE THE BASE FLOOD ELEVATION). SERVICE BREAKER SCHEDULE NEW SVC AT 37TH ST NW CIRCUIT VOLTAGE BREAKER CONTACRM MAIN 1201240 IP-100 AMP --- ILLUM A 240 2P-15 AMP 30 AMP ILLUM B (SPARE) 240 2P-15 AMP 30 AMP PHOTOCELL 120 iP-15 AMP --- ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE SRV. POWER /2 ILLUM /8 NEW EQUIP. GRND. DET. MULE TAPE CONDUIT FILL ALLOW. FILL (NEW) NO. 1 2 SCH40 PVC 2 i 0.17 0.86 2 2 SCH80 PVC 2 i 0.17 0.75 3 3 SCH80 PVC 3 0.40 I.68 4 2 SCH40 PVC SPARE 1 1.89 5 3 SCH80 PVC SPARE 1 I.68 6 3 SCH80 PVC 2 i 0.17 I.68 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. SECTION 01, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. I 1 NEW UTILITY ESM7 I +EX I I x ILLUMINATION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER CITY OF AUBURN STANDARD DETAIL T-19.3. FURNISH AND INSTALL NEW POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, THIS SHEET, AND CITY OF AUBURN STANDARD DETAILS T-18.3, T-19.3, AND T-20.2. INSTALL SENSUS WIRELESS CONTROL NODE. OFURNISH AND INSTALL SERVICE CABINET PER CITY OF AUBURN STANDARD DETAIL T-21.4. MOUNT SERVICE CABINET ON A WOOD POST MOUNT PER WSDOT STANDARD PLAN J-10.12, SHEET OS-05. BOTTOM OF CABINET SHALL BE A MINIMUM OF ONE (1) FOOT ABOVE THE BASE FLOOD ELEVATION OF 53.5 FEET, ESTABLISHED FROM NAVD88. OPSE SECONDARY HANDHOLE TO BE 1201240V SINGLE PHASE POWER SOURCE. PSE SHALL DETERMINE EXACT LOCATION OF POWER SOURCE. CONTRACTOR SHALL STUB THE CONDUIT AND CONDUCTORS OUTSIDE THE SERVICE POINT WITH SUFFICIENT SLACK FOR FINAL CONNECTION TO POWER SOURCE. PSE SHALL PERFORM FINAL CONNECTION TO POWER SOURCE. THE PSE DESIGN MUST BE PROVIDED TO THE CITY BEFORE A NOTICE TO PROCEED FOR CONSTRUCTION WILL BE ISSUED. SITE _g- 1 no 9jv NW�9+oo ST `37TH 8+00 m—m —m— m-_mJ_II—m_ m w—— —m- -—5—m r—w—x m_ m - Mmt w5° N�Lc0� Hcua01_:�; -p.�rtu_o )�- - m—m— - �•� 4 - -rt �Jrtut1 %w)�in------------ CALCULATION SUMMARY TARGET ACTUAL DESIGN CRITERIA CALCULATION AREA MIN. AVG. MAX. UNIFORMITY MAINTAINED RATIO (FC) (AVG. /MIN.) 0.90 3.00:1 37TH ST NW (MINOR ARTERIAL) 1.45 2.42:1 ILLUMINATION POLE SCHEDULE LUM. STREET MOUNT. ARM LUMINAIRE TYPE - WATTS/ INITIAL POLE BASE SERVICE/ POLE NAME STATION OFFSET HEIGHT LENGTH VOLTAGE DISTRIBUTION TYPE LUMENS MODEL TYPE CIRCUIT COMMENT NO. Oi 37TH S7 NW 7+89.5 28.5' L7 35' 12' 240 LEO7EK 123/LED /8,757 TAPERED FIXED NEW FOUNDATION PER CITY OF AUBURN STANDARD GCM3-60J-MV-40K-2R-GY-185-PCR7-WL ALUMINUM ILLUM A DETAIL T-19.3. OZ 37TH S7 NW 9+56.0 28.5' L7 35' 12' 240 LEO7EK 123/LED 18,757 TAPERED FIXED NEW FOUNDATION PER CITY OF AUBURN STANDARD GCM3-60J-MV-40K-2R-GY-185-PCR7-WL ALUMINUM ILLUM A DETAIL T-19.3. TDR/DV13 1 1 11-17-2025 DVB I I TENW #2022-383 TDR/CTB 0 I ■=etl- n, I ILLUMINATION WIRING DIAGRAM I ILLUM A ILLUM B i5PAHL2 / 2 37TH S7 NW NOT TO SCALE TENW L Transportation Engineering NorthWest TRANSPORAnON PLANNING k DESIGN )0 SE 8th Street, Suite 200, Bellevue, WA 98004 T: (425) 889-6747, www.tww.com Project Contact: Trevin Roletto, P.E. Phone: (425) 250-0583 ILLUMINATION LEGEND BF.W DESCRIPTION m 0 JUNCTION BOX TYPE 1,2 ROADWAY SCALE LIGHT ® SERVICE CABINET • PSE SECONDARY HANDHOLE ----- CONDUIT/CONDUCTOR OROADWAY POLE NUMBER OCONSTRUCTION NOTE QWIRE NOTE =F3 AUBURN OWNER 1 SAN VICENTE BLVD, 10TH F LOS ANGELES, CA 90049 BTHOMSON@FORTRESS.COM BRADY THOMSON 10 40 0 20 60 SCALE IN FEET PROJECT REF: FAC23-0003 THESE PLANS ARE APPROVED FOR CONFORMA WITH THE CITY OF AUBURN'S ENGI REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 9.12.2023 DFAWINa No. 47 37TH STREET NE IL-01 SHED NO.. OF ILLUMINATION PLAN 2 SHEETS SECTION 01, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. EX SITE +Ii 0 2 0 X R/W' `.'1. .. •.:r •:____. _v_c==c ==ba =-b�'r nb. b.s b.sb s0.6 0.7 _ •.3 •.s _________ =_v - --a4 6}.•}. i. 1. 1. .3 .2 i. b.9 b. bn bn b.6 b.6 b.6 b.v b.v b.e b. l.o s- t/.9 .z .9} }.6},7},7},7 ,q},3 .z 01. 1.'r Lsi. is .o b.9 b.9 bn b 2 L 1.0 .21. 1. i. }, },3}, 42.3 _ 1 .0 b.9 .s bn b.7 b.a b.7 b, }.3 .z}.l &1t)(1 4}. }. }. i. i .6 n bn b.6 ..vbi bbb_ b .3 .o .o b. eb.9 b .3.3.3..36 z1z _t - b.9i. i. i. i. }, ,z .z 7.z .s i. .o b.9 .9b.6 bn b.7 b.6b.6b.6 b.7 b.7 b.7 .eb.9b.9 b.9 - - - .9 .e .2 .ob A b.9 b.7 b.7 b. 6 b. 6 b. 6 b. 6 b.s q.sh.a .1 .9 .9 .9 .2 .01.0 b.9 .B b.] YI,]_}I..]='$�S_'Q�k6 ST NW bb% 37TH .___________________ __b_ 6 bn b.e b_e b.9 b.9-_ ---- 1 t_},yiz=1_x }s_ #E $; ===„" CALCULATION SUMMARY TARGET ACTUAL DESIGN CRITERIA CALCULATION AREA MIN. AVG. MAX. UNIFORMITY MAINTAINED RATIO (FC) (AVG. /MIN.) 0.90 3.00:1 37TH ST NW (MINOR ARTERIAL) ILLUMINATION POLE SCHEDULE LUM. STREET MOUNT. ARM LUMINAIRE TYPE - WATTS/ INITIAL POLE BASE SERVICE/ POLE NAME STATION OFFSET HEIGHT LENGTH VOLTAGE DISTRIBUTION TYPE LUMENS MODEL TYPE CIRCUIT COMMENT NO. pf 37TH ST NW 7+89.5 28.5' LT 35' 12' 240 LEOTEK 123/LED 18,757 TAPERED FIXED NEW FOUNDATION PER CITY OF AUBURN STANDARD GCM3-60J-MV-40K-2R-GY-185-PCR7-WL ALUMINUM ILLUM A DETAIL T-19.3. OZ 37TH ST NW 9+56.0 28.5' LT 35' 12' 240 LEOTEK 123/LED 18,757 TAPERED FIXED NEW FOUNDATION PER CITY OF AUBURN STANDARD GCM3-60J-MV-40K-2R-GY-185-PCR7-WL ALUMINUM ILLUM A DETAIL T-19.3. TDR/DVB 07-14-2023 D6ANN W JOB No DVB TENW #2022-383 TDR TENW L Transportation Engineering NorthWest TRANSPORAnON PLANNING k DESIGN )0 SE 8th Street, Suite 200, Bellevue, WA 98004 T: (425) 889-6747, www.tww.com Project Contact: Trevin Roletto, P.E. Phone: (425) 250-0583 ILLUMINATION LEGEND NEW DESCRIPTION ROADWAY SCALE LIGHT ® SERVICE CABINET OROADWAY POLE NUMBER =F3 AUBURN OWNER 1 SAN VICENTE BLVD, 10TH F LOS ANGELES, CA 90049 BTHOMSON@FORTRESS.COM BRADY THOMSON 10 40 0 20 60 SCALE IN FEET PROJECT REF: FAC23-0003 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER DATE: 9.12.2023 DFAWINa No. 47 37TH STREET NE IL-02 SHED NO.. OF PHOTOMETRIC CALCULATIONS 2 SHEETS