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HomeMy WebLinkAbout17D0022�r it z 0 CITY OF AUBURN GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (2008)," EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. 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. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND CABLE). 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 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 NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. 9. IF ANY NOTES ON THESE PLANS ARE FOUND TO BE CONFLICTING, CITY OF AUBURN NOTES WILL TAKE PRECEDENCE. LEGEND PROPOSED EXISTING ® POWER SYMBOL XDq A C41 WATER FITTINGS 0 WATER METER f FHA FIRE HYDRANT SEWER MANHOLE Oc0 SEWER CLEANOUT ® Q Q © STORM DRAINAGE MANHOLE STREET LIGHT J*' SPOT ELEVATION r-� 4 FLOW DIRECTION 1 +00 i STATION - - - PROPERTY LINE EASEMENT x x x - x --% FENCE - - - - - - - - STORM DRAINAGE EX. e"w WATER MAIN LINE WATER SERVICE LINE EX. 6"Ss SEWER MAIN LINE SEWER SERVICE LINE PWR UNDERGROUND POWER ---------- 60---------- - CONTOUR GRADE >0C SILT/CLEAR LIMIT LINE BUILDING/STRUCTURE GRAVEL SURFACING (POND ACCESS ROAD) ASPHALT INTERIOR LANDSCAPE SCREENING PERIMETER LANDSCAPE SCREENING TREES AND SHRUBS PLANTING CATCH BASIN PROTECTION 0 STRAW WATTLES GRADE BREAK ""°°II4R4ASi°°Q,FF "R"`"`-.... 100 YEAR FLOOD ELEVATION - BIO SWALE ROLLED CURB CURB AND GUTTER TREE RIVER MOBILE ESTATES PROJECT DATA SITE ADDRESS PROJECT CONTACT LIST PROPOSED LAND USE MOBILE HOME COMMUNITY RIVER MOBILE ESTATES OWNER/APPLICANT: RIVER MOBILE ESTATES ZONING RMHC, RESIDENTIAL MOBILE HOME COMMUNITY 3611 I STREET NE DEAN MOSER WATER CITY OF AUBURN AUBURN, WA 98002 HCA MANAGEMENT SEWER CITY OF AUBURN P.O. BOX 7 TOTAL SITE AREA 259,197 SF (5.95 AC) NOVATO, CA 94948 NET LOT AREA 107,580 SF (2.47 AC) SHEET INDEX (415) 892-4795 PROPOSED LOTS 25 deanm@hcamgmt.com MIN. LOT AREA MIN, AVERAGE LOT AREA 4,247.66 SF CALC: 107,580 / 25 = 4,303.2 SF SHEET DESCRIPTION SURVEYOR: JOHN CHRISTENSEN P.L.S. ADJACENT ZONING RMHC AND P1 1 COVER CHS ENGINEERS, LLC PARKING 2 SPACES PER LOT 2 GENERAL NOTES AND LEGAL 12507 BEL-RED ROAD, SUITE 101 RV PARKING 23 SPACES DESCRIPTION BELLEVUE, WA. 98005-2500 100 YR FLOODPLAIN ELEVATION= 55.51 3 GRADING AND TESC PLAN (425) 637-3693 ADDITIONAL PERMITS REQUIRED A. 8' TALL FENCING SHOWN ON SHEET 8 WILL REQUIRE A SEPARATE BUILDING PERMIT. FENCING CONTRACTOR TO SUBMIT FOR AND SECURE PERMIT PRIOR TO FENCE CONSTRUCTION. B. TEMPORARY CONSTRUCTION EASEMENT SHALL BE SECURED PRIOR TO GRADING ON PARCEL 000400-0098. IMPERVIOUS SURFACE SYSTEM DEVELOPMENT CHARGE CALCULATION e-r4 STORM DRAINAGE PLAN johncOchsengineers.com AND PROFILE 5 COMBINED WETPOND PLAN CIVIL ENGINEER: EVAN HENKE, P.E. AND PROFILE CHS ENGINEERS, LLC 6 UTILITIES PLAN AND 12507 BEL-RED ROAD, SUITE 101 DETAILS BELLEVUE, WA. 98005-2500 7 PAVING PLAN (425) 637-3693 8 LANDSCAPE PLAN (425) 637-3694 (FAX) 9 DETAILS evanhOchsengineers.com 10 LIGHTING PLAN 11 LIGHTING DETAILS WETLAND BIOLOGIST: KERRIE MCARTHUR �. SFN& A(b-1W%l-'T i CONFLUENCE ENVIRONMENTAL CO. VOUAW CAW_-T%v=%L-*v%pj 146 N CANAL ST, SUITE 111 SEATTLE, WA. 98103-8652 (206) 397-3741 kerrie.mcarthur0confenv.com A. TOTAL EXISTING IMPERVIOUS = 0 B. TOTAL PROPOSED IMPERVIOUS: RV PARKING = 32,629 SF (0.75 AC) PRIVATE ROAD = 46,323 SF (1.06) 25 LOTS AT 65% IMPERVIOUS (107,580 SFxO.65) = 69,927 SF (1.61 AC) C. CREDIT FOR IMPERVIOUS AREA REMOVED DUE TO KC LEVY PROJECT: 16 LOTS AT 4,000 SF EA AT 65% IMPERVIOUS (16x4,000 SFxO.65) = 41,600 SF (0.96 AC) D. NET IMPERVIOUS SURFACE ADDITION = 107,279 SF (2.46 AC) STORM PERMIT QUANTITY CALCULATIONS A. TOTAL DISTURBED AREA=259,197 SF (5.95 AC) B. TOTAL ADDED AND REPLACED IMPERVIOUS AREA=148,467 SF (3.41 AC) REFERENCE SYMBOLS DETAIL REFERENCED BY LETTER OR NUMBER SHEET ON WHICH A DETAIL REFERENCE TO FIGURE 7 scan APPEARS ELEVATION REFERENCED BY LETTER TWO SHEETS ON WHICH B ELEVATION REFERENCE TO FIGURE 23 SCALE APPEARS SECTION REFERENCED BY LETTER MORE THAN TWO SHEETS �VA9/ SECTION ON WHICH REFERENCE TO SCALE FIGURE APPEARS METHOD OF SURVEY INSTRUMENTATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS KING COUNTY AND STATE STANDARDS SET BY WAC 332-130-090. SURVEY BENCHMARK EL= 54.10 NAVD 88 : PK NAIL AND WASHER ® EASTERLY END OF RIVER MOBILE ESTATES AT INTERSECTION OF LILAC ST AND MT. BAKER ST, AS SHOWN ON SHEET 3. HORIZONTAL DATUM/ VERTICAL DATUM (NAD 83/91) WA STATE PLANE, NORTH ZONE (NAVD 88) PER AUBURN VERTICAL CONTROL POINT B44 (TIED). ELEV = 51.96. CONSTRUCTION SEQUENCE 1. HOLD PRECONSTRUCTION MEETING, INCLUDING REVIEW OF INADVERTENT DISCOVERY PLAN. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT THE WESTERN SITE ENTRANCE AND ERECT BARRIER AT EAST ENTRANCE TO SITE. 3. INSTALL PERIMETER CONSTRUCTION FENCING AND SILT FABRIC FENCE WHERE SHOWN ON PLANS. 4. PROTECT INLETS TO EXISTING STORM SYSTEM. 5. INSTALL STRAW WATTLES WHERE SHOWN ON PLANS AND WHERE OTHERWISE DEEMED NECESSARY BY CECSL. 6. CONSTRUCT PORTION OF PERMANENT STORMWATER POND FOR USE AS TEMPORARY STORMWATER POND DURING CLEARING AND GRADING OPERATIONS. STORMWATER DISCHARGES FROM THE SITE, INCLUDING THOSE PUMPED FROM TEMPORARY SEDIMENT POND(S) MUST MEET DOE MANDATED TURBIDITY REQUIREMENTS. 7. CONSTRUCT BIOSWALE AND ESTABLISH PERMANENT AND/OR TEMPORARY EROSION CONTROL AT OUTLET 8. CLEAR LAND OF GRASSES. 9. GRADE ROAD AND HOME SITES. 10. INSTALL STORM DRAINAGE PIPING, CATCH BASINS AND MANHOLES, FINALIZE STORMWATER POND, INCLUDING CONNECTION TO KING COUNTY'S OUTFALL. PROVIDE EROSION AND SEDIMENTATION AT NEWLY INSTALLED STORM DRAINAGE FACILITIES. 11. INSTALL WATER AND SEWER SERVICES. 12. INSTALL POWER, TELEPHONE AND CABLE LINES TO EACH LOT USING A SHARED TRENCH. 13. PAVE SITE, INCLUDING RV PARKING LOT. 14. INSTALL LANDSCAPING AND FENCING AT RV PARKING LOT, STORMWATER POND, BIOFILTRATION SWALE AND ELSEWHERE WHERE INDICATED. 15. GRAVEL OR HYDROSEED MOBILE HOME LOTS UNTIL MOBILE HOMES MOVED IN. 16. REMOVE TEMPORARY EROSION CONTROL FACILITIES. BEARING MERIDIAN BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM (NORTH ZONE, NAD 83/91) BASED ON KING COUNTY GIS. FOUND CASED MONUMENTS ALONG CENTERLINE OF "I" STREET AT THE INTERSECTIONS OF 40TH STREET NE AND 32ND STREET NE LEGAL DESCRIPTIONS SEE SHEET 2 CONSTRUCTION STAKING CONTRACTOR TO PROVIDE FOUR DAYS MINIMUM NOTICE TO ENGINEER FOR CONSTRUCTION STAKING. • • Know what's below. Call beforeyoudig. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CO STRUCTION RECORDS. BY DATE TITLE/POSITION eo-' --% CONFIRMED BY CITY DATE PROJECT REF: GRA 13-0016 a7�ty�zo THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEER DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: T • • T w J z w 00 't 0) Lr) 0) x m a U Z 0) >Ww�®o a i H cy- U p = z F J u. o 00 o� Lu 15 � U w � w � .4.21 a u aQ �R a� o� w 3 a oy U) W cc Q W � H O (n U W I- W J_ m IZ O 0 Z Q > 0 r/ � Scale: Sheet Horiz. N/A Vert. N/A 01 Job No. A 1 11 RIVER GENERAL NOTES 1. SEE CITY OF AUBURN REZONE NO. REZ12-0001, BOUNDARY LINE ADJUSTMENT NO. BLA13-0003 AND KING COUNTY REDDINGTON LEVEE REPLACEMENT PROJECT FOR MORE INFORMATION. 2. THE CITY ENGINEER, CODE OFFICIAL, OR THEIR AUTHORIZED DESIGNEE SHALL MONITOR CONSTRUCTION AS DEEMED APPROPRIATE AND WHEN PERMIT INSPECTIONS ARE REQUIRED. AT ANY TIME, ADDITIONAL DESIGN DRAWINGS AND/OR EVALUATION AND MONITORING BY A SOILS ENGINEER MAY BE REQUIRED TO DETAIL OR PROVIDE FOR CORRECTIONS TO THE WORK. EVALUATION AND/OR MONITORING BY THE CIVIL ENGINEER IS REQUIRED FOR THIS PROJECT WITH COPIES OF WRITTEN REPORTS PROVIDED TO THE CITY. ALL COSTS ASSOCIATED WITH THE INSTALLATION OF IMPROVEMENTS, (INCLUDING THE MONITORING AND EVALUATION OF CONSTRUCTION ACTIVITY BY THE CITY EMPLOYEES AND CONSULTANTS, AND THE COMPLETION OF ANY REQUIRED ADDITIONS OR CORRECTION TO THE DESIGN OR INSTALLATION OF THE IMPROVEMENTS) SHALL BE BORNE BY THE DEVELOPER, PROPERTY OWNER OR HIS ASSIGNEE. 3. ALL DAMAGE TO ADJACENT PROPERTIES OR PUBLIC RIGHTS -OF -WAY RESULTING FROM CONSTRUCTION (E.G., SILTATION, MUD, WATER, RUNOFF, ROADWAY DAMAGE CAUSED BY CONSTRUCTION EQUIPMENT OR HAULING) SHALL BE EXPEDITIOUSLY MITIGATED AND REPAIRED BY THE CONTRACTOR, AT NO EXPENSE TO THE CITY. FAILURE TO MITIGATE AND REPAIR SAID DAMAGE, OR TO COMPLY WITH THE APPROVED CONSTRUCTION PLANS, THE PERMITS ISSUED BY CITY, OR THE CITY REQUIREMENT FOR CORRECTIVE ACTION SHALL BE CAUSE FOR THE ISSUANCE OF A "STOP WORK" ORDER, FORECLOSURE ON THE PLAT BOND/SECURITY, AND/OR OTHER MEASURES DEEMED APPROPRIATE BY THE CITY ENGINEER OR CODE OFFICIAL TO ENSURE QUALITY CONSTRUCTION AND PROTECT THE PUBLIC SAFETY. 4. ALL UTILITIES SERVING THE PLAT SHALL BE UNDERGROUNDED AND SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN ORDINANCES AND CONSTRUCTION STANDARDS. 5. CONSTRUCTION OF ALL IMPROVEMENTS FOR ACCESS, UTILITIES, STORM DRAINAGE, AND SITE WORK SHALL COMPLY WITH CURRENT CITY ORDINANCES AND THE REQUIREMENTS OF THE CITY ENGINEER. 6. A COPY OF THE CURRENT CITY OF AUBURN CONSTRUCTION STANDARDS SHALL BE MAINTAINED ON SITE AT ALL TIMES. 7. LAND CLEARING, GRADING, FILLING AND FOUNDATION WORK PERMITTED BETWEEN OCTOBER 1ST AND APRIL 1ST MAY BE SUBJECT TO SPECIAL CONDITIONS AND REQUIREMENTS. SEE CITY OF AUBURN ORDINANCES AND CONSTRUCTION STANDARDS. SURVEY NOTES 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS WERE PROVIDED BY CHICAGO TITLE INSURANCE CO. UNDER COMMITMENT NUMBER 1358748, DATED MARCH 8, 2013 AND SUPPLEMENTAL REPORT NUMBER 1, DATED DECEMBER 11, 2013 AND SUPPLEMENTAL REPORT 2 DATED MARCH 14, 2014. AND BY STEWART TITLE COMPANY UNDER COMMITMENT NUMBER 01148-16494, DATED OCTOBER 15, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, CHS ENGINEERS, LLC HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS CHS AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. CHS HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORTS TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. SURVEY REFERENCES 1. RECORD OF SURVEY BY C.K. BROOKE & ASSOC. IN VOLUME 11 OF SURVEYS, PAGE 253, A.F. NO. 7801319003 2. SHORT PLAT NO. SP-20-80 IN VOLUME 26 OF SURVEYS, PAGE 99, A.F. NO. 8101079005. 3. BOUNDARY SURVEY BY TOWNSEND - CHASTAIN & ASSOC., INC. IN VOLUME 50 OF SURVEYS, PAGE 130, A.F. NO. 8607099005. 4. CITY OF TACOMA WATER PIPELINE LEASE NO. IN VOLUME 159 OF SURVEYS, PAGE 1290, A.F. NO. 20030421900001. 5. PLAT OF RIVERPOINT, IN VOLUME 229 OF PLATS, PAGE 83, A.F. NO. 20050816001786. 6. CITY OF AUBURN SHORT PLAT NO. SPL 06-0003, IN VOLUME 213 OF PLATS, PAGE 49, A.F. NO. 20061005900008. 7. CITY OF AUBURN BOUNDARY LINE ADJUSTMENT NO. BLA07-0007, IN VOLUME 237 OF SURVEYS, PAGE 253, A.F. NO. 20071224900017. 8. CITY OF AUBURN BOUNDARY LINE ADJUSTMENT NO. BLA07-0003, IN VOLUME 239 OF SURVEYS, PAGE 106, A.F. NO. 20080123900001. Know what's below. Call beforeyou dig. ESTATES 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. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTI VI TY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1ST TO SEPTEMBER 30TH, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY (30) DAYS SHALL BE STABILIZED WITHIN TEN (10) DAYS. FROM OCTOBER 1ST TO MARCH 31ST EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED IMMEDIATELY. INADVERTENT DISCOVERY PLAN (IDP) INADVERTENT DISCOVERY OF ARCHAEOLOGICAL RESOURCES AND/OR HUMAN REMAINS SHALL IMMEDIATELY BE BROUGHT TO THE OWNER'S ATTENTION AND ADDRESSED PER THE IDP PREPARED BY ESA, OCTOBER 2013. IDP CONTACT LIST KING COUNTY MEDICAL EXAMINER'S OFFICE KING COUNTY SHERIFF'S OFFICE CITY OF AUBURN - MAIN JEFF DIXON KING COUNTY HISTORIC PRESERVATION PROGRAM DEPT. OF ARCHAEOLOGY AND HISTORIC PRESERVATION - DR. ROB WHITLAM PROJECT ARCHAEOLOGIST - CHRIS LOCKWOOD (206) 731-3232 (206) 296-3883 (253) 931-3090 (253) 804- 5033 (206) 296-5217 (360) 586-3080 (206) 789-9658 EXISTING LEGAL DESCRIPTION - 062105-9002 PARCEL A, CITY OF AUBURN BLA13-0003 A PORTION OF GOVERNMENT LOTS 8, 14, AND 15; GEORGE E. KING DONATION LAND CLAIM NO. #40; H.H. JONES DONATION LAND CLAIM NO. #39; AND PARCEL D, CITY OF AUBURN SHORT PLAT NO. SP-20-80, RECORDED IN BOOK 26 OF SURVEYS, PAGE 99A AND 99B, UNDER RECORDING NUMBER 198101079005, RECORDS OF KING COUNTY; IN SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE S 88053'01" E ALONG THE NORTH LINE OF SAID SECTION 6, A DISTANCE OF 2245.36 FEET TO THE WEST LINE OF GEORGE E. KING DONATION LAND CLAIM #40; THENCE S 00°31'08" W ALONG SAID WEST LINE 937.42 FEET TO THE NORTHWEST CORNER OF RIVER VIEW ESTATES - MOBILE HOME PARK AS RECORDED IN RECORD OF SURVEY IN VOLUME 11 OF SURVEYS, PAGE 253 UNDER RECORDING NUMBER 197801319003 THENCE S 89 °13'13" E 30.00 FEET TO THE EASTERLY RIGHT OF WAY OF "I" STREET AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE EASTERLY SAID RIGHT OF WAY S 00°31'08" W 727.04 FEET TO THE NORTH LINE OF LOT 2 OF BLA 07-0007 RECORDED UNDER REC. NO. 20071224900017; THENCE ALONG SAID NORTH LINE S 89 °23'12" E 220.00 FEET TO THE NE CORNER OF SAID LOT 2; THENCE ALONG THE EAST LINE OF LOTS 2 AND 4 OF SAID BLA 07-0007 S 00231'08" W 200.00 FEET TO THE SOUTH LINE OF GOVERNMENT LOTS 15, 14, AND 8; THENCE EAST ALONG SOUTH LINE OF SAID GOVERNMENT LOTS 15 AND 14, S 89023'12" E 655.76 FEET; THENCE S 00°19'20" W 118.04 FEET; THENCE S 66°43'16" E 18.11 FEET; THENCE S 89°23'12" E 171.68 FEET; THENCE S 30006'10" E 144.39 FEET; THENCE S 57°03'19" E 18.21 FEET; THENCE S 89°23'12" E 407.23 FEET; THENCE N 25°26'59" E 75.88 FEET; THENCE S 89°23'12" E 535.52 FEET TO ENGINEERS STATION 00 ui LO J w rn rn ~ � m W (/) w x �F— O O O Q N Q Z m U rn �j Q � o o °^° > w w a LO > = z 31+53.87 ON THE LEVEE ALIGNMENT RECORDED UNDER AUDITORS FILE NUMBER 201210179000001; THENCE ALONG SAID LEVEE ALIGNMENT N 11 °56'11" E 193.80 FEET TO THE SOUTH LINE OF SAID GOVERNMENT LOT 8; THENCE EASTERLY ALONG THE SOUTH LINE OF SAID v,2�2�N o~�oti W GOVERNMENT LOT 8, S 89 °23'12" E 7.81 FEET TO THE GREEN RIVER LEVEE UNDER STIPULATION = ab€; , AND AGREED ORDER AMENDING IMMEDIATE POSSESSION AND USE ORDER AS RECORDED UNDER U. `.= ;0. z`et AUDITORS FILE NUMBER 20130529000901, 20130529000948 AND 20130916001499; THENCE 0 ALONG SAID LEVEE N 06 °29'34" E 29.12 FEET; THENCE CONTINUING ALONG SAID LEVEE N 11 °15'23" E 238.27 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID LEVEE 3 P� A DISTANCE OF 14.57 FEET, ALONG A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 09°01'25" WITH A RADIUS OF 92.50 FEET TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID LEVEE N 20016'41" E 97.46 FEET; THENCE CONTINUING ALONG SAID LEVEE N 23017'38" E 189.40 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID LEVEE ° A DISTANCE OF 16.04 FEET, ALONG A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF c 18026'52" WITH A RADIUS OF 49.82 FEET TO A POINT OF TANGENCY; THENCE CONTINUING W 4 zj� ° ALONG SAID LEVEE N 04050'46" E 36.50 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID LEVEE A DISTANCE OF 29.70 FEET, ALONG A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 18023'45" WITH A RADIUS OF 92.50 FEET TO A POINT OF TANGENCY; o _ THENCE CONTINUING ALONG SAID LEVEE N 23014'31 " E 288.00 FEET TO THE NORTH LINE OF��` a CV) w SAID RIVER VIEW ESTATES; THENCE ALONG SAID NORTH LINE N 89°13'13" W 2138.57 FEET; THENCE CONTINUING ALONG SAID NORTH LINE N 00°31'08" E 29.67 FEET; M THENCE CONTINUING ALONG SAID NORTH LINE N 89°13'13" W 318.00 FEET TO THE TRUE POINT N o I OF BEGINNING. W �� w PER RECORDING NUMBER 2014051400005 RECORDS OF KING COUNTY, WASHINGTON. U CONTAINS 52.26 t ACRES v oa TOGETHER WITH A STORM WATER EASEMENT, PER RECORDING NUMBER 2014051400256 RECORDS si}' OF KING COUNTY, WASHINGTON; W Q) "? 44 A PORTION OF PARCEL B, CITY OF AUBURN BOUNDARY LINE ADJUSTMENT BLA13-0003, o RECORDS OF KING COUNTY; IN SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: � a COMMENCING AT THE SOUTHEAST CORNER OF PARCEL A, OF SAID CITY OF AUBURN BOUNDARY o U LINE ADJUSTMENT 13-0003, POINT ALSO BEING ENGINEERS STATION 31+53.87 ON THE KING COUNTY LEVEE ALIGNMENT RECORDED UNDER AUDITORS FILE NUMBER 201210179000001; THENCE ALONG THE SOUTH LINE OF SAID PARCEL A, N 89023'12" W 14.56 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 07036'53" W 189.40 FEET TO THE INTERSECTION OF THE NORTH LINE OF A POWER (0 LINE EASEMENT RECORDED UNDER AUDITORS FILE NUMBER 3137685, 3193689, 3274476 & W 5047640 AND THE KING COUNTY LEVEE ALIGNMENT RECORDED UNDER AUDITORS FILE NUMBER 20120179000001; Q Z Z ~ Q THENCE ALONG THE NORTHERLY LINE OF SAID POWER LINE EASEMENT S 88041'19" W 15.18 FEET; W W a. W THENCE N 07036'53" E 189.91 FEET TO THE NORTHERLY LINE OF SAID PARCEL B W 00 THENCE ALONG SAID NORTH LINE S 89023'12" E 15.11 FEET TO THE TRUE POINT OF BEGINNING; J Z W m J � O ar Q Z 0 W W 0 J RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. B Y_Z7 5g;j DATE TITLE/POSITION CONFIRMED BY CITY DATE PROJECT REF: GRA 13-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEER DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED:10 Scale: Sheet Horiz. N/A Vert. N/A Of Job No. I 691204 - 170002-2. ki 11 c 0 A RAINFALL PRODUCES RUNOFF, TO ENSURE THEY REMAIN THOROUGHLY IN CONTACT WITH THE SURFACE. 5. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(15). DETAIL - STRAW WATTLES NOT TO SCALE �wr� Iv rwrwrv/I IVI11-411VIlJIVI IL FRONT CLEARANCE NOTES: 1. MIN CLEARANCES SHOWN ARE RME STANDARDS AND NOT COA ZONING SETBACKS. 2. EACH LOT SHALL BE UNIQUELY NUMBERED AND MARKED FOR IDENTIFICATION PER ACC 18.31.190(C) ("-2 DETAIL - TYPICAL LOT LAYOUT NOT TO SCALE 7. CATCH BASIN PROTECTION: REF BMP C220 OF CITY OF AUBURN 2009 SURFACE WATER MANAGEMENT MANUAL. 8. TEMPORARY SEDIMENT TRAPS AND PONDS, IF EMPLOYED, SHALL BE PER COA BMPS 240 AND 241 OF THE CITY OF AUBURN 2009 SURFACE WATER MANAGEMENT MANUAL. DISCHARGES FROM TRAPS AND PONDS MUST MEET DOE MANDATED TURBIDITY REQUIREMENTS. DISCHARGE CONTROL STRUCTURES PER COA STD DETAIL STORM-04 AND GRAVEL FILTER BERMS STD DETAIL STORM-05 SHALL BE EMPLOYED AS APPLICABLE. PROJECT REF: GRA 13-0016 09 (-30120 q THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEER DIVISION REQUIREMENTS. t APPROVED BY: DATE APPROVED: Ld C9 0 z 'Cf) H •> N Q w 0 Q LL Q W U 2 � W m In N 0 0 = L Ld J H z 00 0) � Env) W N W X Q 04 Ld W w 0 H Of Q % Q Z 2 a �w< z 0 4 � Quo m M � I O b O � O O .0 2 U LLJ W o I � O N W W �N �• op Ld J C) Q J �w � I � V \ V 0 7 � a W J E- n- Q U H C0 (1) W W ~ W z J_ Q m 0 O Z Q 0 W C0 Scale: 3 Sheet Horiz.l"=50' Vert. N/A Of 11 Job No. 691204 — NAVD 88 A PORTION OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON A B C D SDMH A-1 48" MH 4 A15 16 1819 20 2 -1 �2/_ ) 7� 4 Z 2 5 ----------- --------------- -------------- ----------------------------- ---------------- : --------------- ------------ 58 --------- ----------------------------- -------------- -------------- ------- ..---- -. ---.-.-.-.-. ---- -- - 0, V210 LF 12' DI SD ------------- - -+------------ ------------- -16+007 ....... ------ Ar* CB 4- 17+00 450 LF 12" CPP 10' 42 LF 18"CPP SD V STA 144-25 TO 154-50- 135'RT+ A( E • • Knowwhat's below. Call beforeyou dig -------------- -------------- -------------- ----------------------------- ----------- --- — ------- — . ........... ---- — -- — - - - -------- — - — ------------------ ------ - ------ . . . . ....... - -------- rf=== -I - - ��- DETENTION POND AND CONTROL STRUCTURE - - — — ------- --------- — — ------- — - — --------- - -- 2�00 250 LF_ 1&7_Cff�20+00 21+0'0 221k0020 -epp-s6is 00 %A ce ACCESSROADS, --------------------- W-2 TYP OF 2. MIN 50' ------------ 56.4 OUTSIDE -- ---- --- RADIUS, 15' WIDTH 4" OF --- ---- ------ ----- 53 --- -------------- ---- --- ----------- --------------------- -- - --------- -------------- ---------------------------------- ---------- 52��52.5-_­ =====z ----------------- --------- 1-1/4- CSBC OVER APPROVED 52.0 q1 1RrZPAnF7 LLj _j 't 0) 0) L') m V) V) uj 0 Lij 0 0 x F- z 00 V) LLJ LLI < LLI 0 0 < Lc < C) > 0 — z 44� Q) Q) t6 U Q) 15 r C)-C Lj ce Q) C' Q) N C: Ld CD c1c Q) w Qj 0) w 1-- ww �j Q I Z 0 w z w _j z 0 p z _j w Scale: Sheet 4 H oriz. 1 "= 50' Vert. 1"=5' Of 11 Job No. 691204 17 0)6)OZZ C .2 m A PORTION OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 19+00 250 LF 12" CPP SD 20+00 2 0 22+00 200 LF 12" CPP SD 2 0 ������j��-�r+�rr���r����-������������}■��sr������r►����a����������������a�������ar��r■�a��������������.r� CB '■ A B-1 I _-- _--- — — = ----------------- . _ — _ —_�� __ — _____ __«. _ _. - -_ —-------- -«--------------------- -- ----- ._— 57.4 �._ ---- ---- --_____--------------------------------------------------------� 5 5----------------------------------------- _ 5 6.4 _ - - - - - - - - - - - - - 56.4 - - - - NMI',,, ____----------------------=-----�_�--=---------- 5 3 __ _� 5 2 -�_ �______�_---�-_ 5 2.5 - - - ��= - ---__ =___� _ �__�� --� _--_-------- =-=_= =_= =_�_____�-_- = ==_____�: ---- -- z---- i . :.. 7:1 ACCESS ROAD SLOPES (TYP) 5 2.5 :..-------__ ____== ____------- ......................... ......... ... . 3:1 SIDE SLOPES 52.0 _ ___ _______ ___ ______________ ____ _____________ __ _________ _ - 52 _-- - --------------------------------___�---------- ----------------------------- -------- 5 3 ----- — — 56.4 — 4 57-4 a N N A VD 88 cau 00 -� 1-1 Ct W W 0) Ui O 0 0 x < ! m V 0) Z L LJ Qr Q Z L. a� M � o I O �Ul �o M � 7•" W `aWIN V au V C t� U -5 0) W F- �y� 1 w a w© ,..,.. U. W a. ,J mom W m O Z Cr 0 a W Cr Scale: Horiz.VAR] Vert. VAM Job No. 691204 6" ROMAC SEWER SADDLE IE=49.49A NAVD 88 CUT AND CAP EXIST SIDE SEWER TEE AT f 1 f ! ! � I • 6"x4" WE W/ 4" WYE, TYP. SHIELDED BACK TO BACK Know what's below. LUMINAIRE, RAB MODEL Call beforeyoudig. ALED4T78N X2 AT 180' WITH 24' HIGH POLE PS4-07-25D2, 2 PLACES WITHIN LANDSCAPE ISLAND- 100A LOAD CENTER W/ 20A,120V CIRCUIT FOR STREET LIGHTING, 20A,120V CIRCUIT FOR GFCI OUTLETS AND 20A,120V CIRCUIT FOR RPBA HEAT TRACE. 15A GFCI OUTLET, POLE MOUNT IN WEATHER PROOF ENCLOSURE, TYP 2 PLACES - 50 25 0 50 100 SCALE IN FEET 0 I., 6" DI Q1 -T 1 L/-iVLJ MATERIALS SIMILAR TO AUBURN STD DETAILS WATER-13, -15, -16. 1Y4" SERVICE SADDLE AND TAP 1Y4" CORP STOP 1Y4" TYPE K COPPER SERVICE PIPE (WITHOUT JOINTS) BRANCH CONNECTION 1Y4"x3/4" 2- METER YOKES WITH METER STOPS AND METER CHECK 2- 3/4" METERS C METER BOX TO FIT BOTH METERS E SHALL BE 1" TYPE K COPPER 'IPE TO BUILDINGS NOTE: SINGLE WATER SERVICE SIMILAR WITH MATERIALS AND 3/4" METER U 1 DETAIL - DUAL WATER SERVICE v _ NTS A PORTION OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 3'-6" >` 1'-101 1 —R" -MP* (AA.Iv\A.IvP*I � A J%, Y1 LL. I -.JV No. 11 x 4 Casting (11" Grade Risers Available) 2234 Frame & Cover w/ 222"x344" Clear opening (Grade Risers Available) WATER SERVICE AND RPBA MATERIALS SIMILAR TO AUBURN STD DETAILS-13, -15, -16. 1Y4" SERVICE SADDLE AND TAP 1Y4" CORP STOP 1Y4" TYPE K COPPER SERVICE PIPE CONNECT TO RPBA SEE e Note: 01 '��® Suitable for traffic locations. 4'-2" 6" OPTIONAL TOP - HEAVY TRAFFIC No- 253-13-CPS 2,600 lbs. No.253-T-CPS-HD 1,100 lbs. 2"Hx12.'W ASPHALT INSTALL SIGNAGE: CAR WASH NOTICE: SPEED BUMP AT WASH JP DIRECT WASH WATER TO DEDICATED PAD ENTRANCE Q DRAIN ONLY. 9' LENGTH RVs & OVERSIZE VEHICLES PROHIBITED. BARRIER CURB, D1 ING PAR �0 RV ;:. OIL WATER SEPARATOR OLD CASTLE PRECAST MODEL 253-CPS WITH HEAVY TRAFFIC RATED TOP AND RISERS MODEL 58 OOf \ 253 T-CPS-HD OR APPROVED EQUAL EA CORNER \ RIM=57.60 SLOPE TO IE=53.60, 4" IN,OUT DRAIN TYP I WASH DRAIN INLET 4" HMA OVER 6" CATCH BASIN TYPE 1 L CRUSHED ROCK OVER PER WSDOT STD PLAN APPROVED SUBGRADE. W/ B-50.40-01 THICKENED EDGE ALONG g RIM=57.60f OUTSIDE PERIMETER. IE=53.60, 4" i2� DETAIL - AUTO WASH PAD NTS 215t LF 4" SDR 35 PVC ® 2% MIN SLOPE. USE PVC GASKETED COUPLINGS TO CONNECT TO MAIN. FROST FREE YARD HYDRANT W/ -4" MALE HOSE THREAD OUTLET, TYP OF 2, SIMMONS MANUFACTURING MODEL 802LF OR APPROVED EQUAL. CONNECT TO 1Y4" TYPE K COPPER SERVICE WITH BRASS/COPPER FITTINGS AS REQUIRED. WEATHER PROOF POWER & THERMOSTAT CONNECTION BOX FITTINGS/ADAPTERS AS NECESSARY (TYP.) COPPER UNION (TYP.) 1Y4" TURN BALL VALVE (BRONZE BODY) TYP. OF 2 1 "x1Y4" REDUCER EXIST. GRADE z C-4 J Q w w of CV AN 1 /1\ 1-0 VA IC VMLVL kPAV) 5 LFt 6" DI 1-FIRE HYDRANT ASSEMBLY PER AUBURN STD DETAIL I WATER-07 CONCRETE BLOCKING NOTES 1. CONTRACTOR TO FIELD VERIFY SSMH INVERTS PRIOR TO CONSTRUCTION. 2. 100 YR FLOOD EL.=55.51 FT (NAVD) 3. NEWLY INSTALLED SIDE SEWER REQUIRES 4 P.S.I. AIR TEST OR PROVIDE 10' OF HYDROSTATIC HEAD TEST. 4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO UNDERGROUND UTILITIES CAUSED FROM THIS CONSTRUCTION. 5. UTILITY INSTALLATION SHALL COMPLY WITH CITY OF AUBURN CODE 15.68.160. INSULATED FIBERGLASS ENCLOSURE "HOT BOX" MODEL HB1.5 0 o OR APPROVED EQUAL z a w 1" REDUCED PRESSURE :2 Uj BACKFLOW ASSEMBLY io J w (RPBA) W/ HEAT TRACE. SUPPORT W/ UNISTRUT. 1X" COPPER (TYP.) BRASS/COPPER THERMOSTATICALLY CONTROLLED HEAT TRACE FREEZE PROTECTION 1 "x1Y4" REDUCER, CONNECT AND ROUTE 1Y4" TYPE K COPPER SERVICE PIPE TO HOSE BIBBS / ' __-- 44"x32" CONCRETE PAD (3000 PSI) WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC MID DEPTH. 1Y4" TYPE K COPPER FITTINGS AS WATER SUPPLY REQUIRED NOTE: HEAT TAPE SHALL BE SELF-REGULATING TYPE, 5W/F CHROMALOX SRF5-1 CR WITH THERMOSTAT AND POWER CONNECTION BOX RTBC. CABLE SHALL BE TERMINATED USING RTEF END SEAL. AFTER WRAPPING AROUND PIPE, PROVIDE 1" PIPE INSULATION OVER HEAT TAPE AND PIPE. DETAIL - REDUCED PRESSURE BACKFLOW ASSEMBLY NTS 0 0 0 SDMH � C o RIM=53.63'Uj � :� KC SDMH# 300 0 rIE=51.69 (8"W) VM=54.80 =49.40 (18"E)w N W y. U m I (1) \ 0 ! I , O Z ' r )HOT TAP EXIST. 8" AC ' W/ 6" SST TAPPING 00 SLEEVE W/ 6" GATE J z VALVE (FLxMJD m V) w rn 32 LF 6" DIQ 0 pi CD x I �Q z M rn 2-6" 45- BENDS (MJ) > w w � o In 6" DI SPOOL Q 0 o v = z �AS-BUILT NOTE SEWER EXTENSION SHOWN IS AS -BUILT. SEWER INSTALLED AS APPROVED BY CITY. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE a TITLE/POSITION CONFIRMED BY CITY DATE REVISED PROJECT REF: GRA 13-0016 ` 4KO91p ILO( THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEER DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: t IL F M M � I ti ^ o� .LU o i a o © o IIZI w Q cp +n .;1 ill cMO 3 o I a o Cd � COCw 4 o� Q v (w W a I 2 W � v o� W F_ Q W W .J W O W Scale: 6 Sheet Horiz.1"=50' Vert. N/A Of 11 Job No. 691294 1700g,zz NAVD 88 EXIST. HOME TO BE REMOVED PRIOR TO CONSTRUCTION. EX SERVICE LINES CAPPED AT MAINS.- INSTALL (3) 4" WIDE CURB CUTS AT 4' O.C., CENTER ON SHOULDER LOW POINT. ^ 1 I T Tr1 ► I A -rr%" L I C*\AI LOCA IONNCEALLOEWED DURING IS A PORTION OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON CONSTRUCTION. PROVIDE CONSTRUCTION FENCE TO PREVENT CONSTRUCTION. USENOTES INSTALL BARRIER CURB ALONG LnJ 1 /�i•V •.LJ 1 JiVLJ VI TOS RAGE AREA SEE 1 I -RV STALL 14'x4O' 0 (TYP OF 23) INSTALL CURB AND GUTTER ALONG SOUTH SIDE OF RV STORAGE AREA. 25 WETLAND ., '. � �'��-._, �`, INSTALL 4" WIDE CURB CUTS AT 4' O.C. BUFFER '� s �9 BETWEEN STATIONS 16+25 AND 17+25 BOUNDARY TO FACILITATE RUNOFF FLOW FROM RV STORAGE TO BIO SWALE. SEE Know what's below. C811beforeyoudlg. PLAN 50 25 o so goo SCALE: 1 "=50' SCALE IN FEET FINISHED 6Yz R=12" GRADE VARIES 10„ 5.5„ 2-�.-- R=111 1%MIN Iil �111 II III-: II ::II II- 111R=1" 2%MAX 4 a 09 ° a Ilf„111.„IIFFF Ij I _I 4 610 � LOPE 7 - -- 12" 4 f a R=13" -- 13'� -- 6.5" / 24" 4" WIDE CURB 1" CUT AT 4" O.C. 24" ROLLED CURB WHERE NOTED CURB AND GUTTER X» 0 R= 5 R=1„ o FINISHED 6" TOP OF GRADE ROADWAY M VARIES a N 16" N IC lfi II 11� III it III =1 I�_==-III II'-=;111 II III II I' -..III II III II' II' ..Ili ,III. II_ ;I11.,,If„LI..II a li II. �I! il� II I I 0 N O) BARRIER CURB DETAIL - CEMENT CONCRETE CURBS N TS HOUSE SITE 6" COMPACTED DEPTH GRAVEL BASE TELEPHONE 0 CABLE TV POWER 34' CONCRETE INVERTED ROLLED CROWN CURB TENSAR TX-5 TRAXIAL GEOGRID OR APPROVED EQUAL APPROVED SUBGRADE CONCRETE BARRIER CURB 2" CLASS A OR B 2" CLASS E 6" CSBC NOTE: TRANSITION ROAD WIDTH FROM 34' TO 26' BETWEEN STA 11+29 AND STA 12+22 AND STA 23+54 AND STA 24+38. MARK AS "FIRE LANE","NO PARKING" PER ACC 10.36.175 WHERE ROAD WIDTH IS LESS THAN 34'. MAINTAIN MINIMUM 45' INSIDE RADIUS AT CURVES. SECTION - TYPICAL ROAD SECTION NITS STORM DRAINAGE DETENTION POND,-� LANDSCAPE ISLAND, OR SHOULDER ADJACENT TO PROPERTY LINE C.> BEGIN ROLLED CURB, MATCH TO EXISTING. BEGIN BARRIER CURB, MATCH TO EXISTING. C' BARRIER CURB TO NORTH, ROLLED CURB TO SOUTH. D CURB CUT IN BARRIER CURB. 26' - POST FIRE LANE NO PARKING BARRIER CURB TO NORTH, C&G TO WEST. BARRIER CURB TO WEST, C&G TO EAST. G BARRIER CURB TO SOUTH, ROLLED CURB TO NORTH. BARRIER CURB. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION d " CONFIRMED BY CITY DATE t PROJECT REF: GRA 13-0M ` 4K 0711Y Wy THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEER DIVISION Scale: Sheet 7 REQUIREMENTS. Horiz.1"=50' 11 APPROVED BY: Vert. N/A Of DATE APPROVED: 2 k!q Job No. 691204 - J z 00 00)) MV) OLdoc�0 W :2 zmUrn N � Lr) www <0 0 00 �a r) 1-1 O = O z �- t m -- o w� o C2 a) o I N w ril tj IV w oQ w w Q) M 3 a tJ W W 1— Q F- 0) a W J W a J ('3 m Z OC � c a �- cc W cc c 0 a� ry 000 olligo Z TREES & SHRUBS PLANTING SEE DETAIL /§1 278 LF 6' HIGH STEEL ORNAMENTAL FENCE W/ 6x6 WOOD POSTS AT 10' O.C. EXTEND TO EXISTING FENCE AT °c STA 10+86 MATCH EXISTING STEEL` FENCE AT EAST SIDE OF LILAC ST. CAA 4 4n,_ Xl INSTALL DOUGLAS FIR, WESTERN RED CEDAR, AND WESTERN HEMLOCK OF EQUAL QUANTITIES 50 25 0 50 goo STAGGERED AT 30 FEET O.C. 20 TO 25 FEET FROM EDGE OF RV SCALE IN FEET PARKING AREA, 20 TOTAL 54 - 55 Know what'sbelo*. Call beforeyoudig. --- _ r HYDROSEED WITH BIO SWALE SEED MIX. 1' UP SIDES OF BIO SWALE,,-5-., AND BOTTOM PER r SHRUBS PLANTING K V c 2" COMPOST TILLED _ INTO 6 NATIVE SOIL L PERIMETER LANDSCAPE SCREEN HYDROSEED WITH MEADOW SEED MIX ALL DISTURBED AREAS OUTSIDE OF R � 4' EX. GRADE NOTE: > 1. SEE DETAIL 5 ON SHEET 9 FOR SEED MIXES 400&A\,,SECDON - TYPICAL BIO SWALE r _ NOT TO SCALE A PORTION OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON i!:!�!:!i!i!i!i!�!i!e'�ili!i!e!i!i!i!i!i!�!+!i�i�i�i�il�!�i�i�i�i!•:�i i�e��ci�:�i�i�i�i�i�i�i�i�i�i•'i�i�i�i♦i u7- - N, I'(II' • 1INSTALL WESTERN RED CEDARS ONLY QUARRY QUARRYADJUST FILTER FABRIC AND PLANTING SEE • DETAIL/ �3 v EXTEND TO EXISTING FENCE DETENTION POND PLANTING `—"PERIMETER AT STA 25+10f. MATCH EL. 52.0-56.5 BIO SWALE LANDSCAPE EXISTING STEEL FENCE AT SEED MIX SEE DETAIL EAST SIDE OF LILAC ST. HYDROSEED, DISTURBED AREAS ON ADJACENT PARCEL WITH MEADOW SEED MIX PER K5"\, TYP 646 LF 8' HIGH BOARD ON BOARD FENCE. 9 \ EXTEND ALONG PROPERTY LINE AT RV STORAGE AREA BETWEEN 6' HIGH STEEL 6` ORNAMENTAL FENCE SECTIONS. ---- '';,\ NOTE: A SEPERATE BUILDING PERMIT `- FROM COA IS REQUIRED, SEE SHEET 1. I — s -- _ - PAN SCALE. 1 "=50' - - PLANT SCHEDULE MIN ID COMMON NAME SCIENTIFIC SIZE AT SPACING QUANTITY BINOMIAL NAME PLANTING TOTALS U1 ARBORVITAE THUJA OCCIDENTALIS 5' HIGH 10' ON CENTER 223 O2 EVERGREEN HUCKLEBERRY VACCINIUM OVATUM 1 GALLON 4'f SPACING 676 Q3 ORCHID ROCK ROSE CISTUS PURPURUES 1 GALLON 4'f SPACING 676 ® LEWIS'S MOCK ORANGE PHILADELPHUS LEWISII 1 GALLON 4'f SPACING 676 �5 ORNAMENTAL STRAWBERRY FRAGARIA FRESCA 4" POT 18" SPACING 1801 © ELIJAH BLUE FESCUE FRESTUCA GLAVCA ELIJAH BLUE 1 GALLON 18" SPACING 1801 WESTERN RED CEDAR THUJA PLICATA O7 WESTERN HEMLOCK TSUGA HETEROPHYLLA 6' HIGH 30' ON CENTER 20 DOUGLAS FIR PSEUDOTSUGA MENZIESII NOTES: NOTE: ALL PLANTS SHALL BE IN GOOD TO EXCELLENT CONDITION. 1. TOPSOIL SHALL BE A MINIMUM OF 6 INCHES. 4. SCHEMATIC DESIGN SHALL GOVERN QUANTITIES. 2. MULCH (COMPOST) ALL LANDSCAPE STRIPS 5. SEE DETAIL 4 ON SHEET 9 FOR PLANTING AFTER PLANTING. DETAILS. 3. PLANT IN ACCORDANCE WITH THE NURSERY'S 6. 1 GALLON SHRUBS MUST BE 18" TO 24" SIZE. RECOMMENDATIONS. FILL IN SPACES WITH GROUND COVER (5 & C) U(D LO I Q x 10' 0. C. TYP x N NOTES: 20' TYP �I 1. SEE PLANT SCHEDULE. FENCE ALONG PROPERTY LINE 2.REPEAT SEQUENCE AS NECESSARY. PER PLAN 1 DETAIL - PERIMETER LANDSCAPE SCREEN N TS BARRIER CO) CURB O ?r O 03 O Q O FENCE X X X X X X X X NOTES: 10' O.C. TYP no 20' TYP 1. SEE PLANT SCHEDULE. 2. REPEAT SEQUENCE AS NECESSARY. 3. WIDTH, W, VARIES, 3.7' AT NORTH SIDE OF COMBINED FILL IN SPACES WETPOND, 10' AT LANDSCAPE ISLAND AT RV PARKING. WITH GROUND COVER ( & 4. NO FENCE AT LANSCAPE ISLAND AT RV PARKING. DETAIL - INTERIOR LANDSCAPE SCREEN N TS f TI 1 TA1 C'M Af"r't- \i/T TII Ln w H Of a > NOTES: 1. SEE PLANT SCHEDULE. 2.REPEAT SEQUENCE AS NECESSARY. 3. NO SHRUBS NEAR WATER MAIN, HOSE BIBS, OUTLETS, STORM DRAIN MAN HOLES, STREET LIGHTS AND RV WASH PAD. DETAIL - TREES AND SHRUBS PLANTING N TS C . L_004b'ScApe- ipLAv4TW*r, lac-wOt�! DETM�S 1-3, 145 AIt1"T GD�ISTP.�K.''itEp A,N� i'S PDl�icr KoMiE PLM_mme sm . "-f L ROE sme Is SEeeab AaJt� 4b0%%_- SThr u_%1E-EID, PROJECT REF: GRA 13-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S FLOW* G► DEPARTMENT REQUIREMENTS. GG��c,+ APPROVED BY: -6d J4 &4A DATE APPROVED: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON TRUCTION RECORDS. BY DATE / TITLE/POSITION CONFIRMED BY CITY- DATE��=�' PROJECT REF: GRA 13-0016 cAK 0V-/Y/-ZJP(f THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S oF#8INEER DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: J w r-i m V) (W W CT)0w O m C� X U I Q Z m > W W Q t[ �-+ O Q = > O - �. Z 0 V LLj �V) 0) W H Q I- 0) W W J m OC L cc W Scale: 8 Sheet Horiz.1 "=50' Vert. N/A Of 11 Job No. 691204 - 17 o 15J02Z C O o- O "JAILHOUSE" WINDOW WITH FLAT SLAB TOP W/ 24" SOLID LID / MINIMUM 3' SF RIM9Af MARKED 'DRAIN' W/ LOCKING BOLTS OPENING. W/1/2 OIL�i 0 GALV BAR AT 4" MAX SPACING, GALVANIZED .0 OR APPROVED STEEL STEPS EQUAL WINDOW IE & RISER TOP EL=56.40 Xjlr.'S 2" MULCH SAUCER 3" MIN ot NOTCH WEIR 12"0 SHEAR GATE WIDTH=0.125' WITH HANDLE TO N" EL=55.4 �v 5 0 GRADE CHAFE SIDES OF PVC MANHOLE PLANT PIT ADAPTER `` >1 12" INLET m 6" MIN. � '' `� BACKFILL SOIL a) OL PIPE (CPP) 12" OUTLET PIPE (CPP) EL=�SG- SZ �j 0 EL=5i-58 .tea" MIXTURE o WATER TIGHT 4" MIN 12" CONE OF HAND ° MIN. FIRMED TOPSOIL z CONNECTION FOR ALL SHRUBS PIPE SUPPORTS, 3' O.C. SHRUB PLANTING 12%12%12" PVC MIN, 3" 0.090 GAUGE CROSS RUBBER 2' MIN W I- 00 In GASKET JOINTS RUBBER GASKET PLUG J I? rn rn (REMOVABLE) ORIFICE 0=1.32" ~ r r EL=51.0f 5o•9S O w o 0 Uj X< N NOTE: \ ��ZQO°�' 0) AFFIX STAINLESS STEEL PLATE TO INSIDE OF CONTROL STRUCTURE, ENGRAVE WITH: cn < :2 o O Uj -CAUTION - CONFINED SPACE > w Q a o -RIVER MOBILE ESTATES, GRA 13-0016 c� } -HCA MANAGEMENT. CHS ENGINEERS LLC, & NAME OF CONTRACTOR 12 GAUGE ALUMINUM/ = Z -DATE CONSTRUCTED ANNEALED GALVANIZED -2009 CITY OF AUBURN SURFACE WATER MANAGEMENT MANUAL STEEL WIRE IN MULTI -PLY TOP OF RISER=56.40 � i 1 /2" RUBBER HOSE WS1ooYR = 56.04 Q1oo = 0.27 CFS WS25YR = 55.82 Q25 = 0.19 CFS WS1oYR = 55.66 Q10 = 0.14 CFS IE OUTLET-152. Qp 0.07 CFS � �� _ _ LIJ w 1 x2" WOOD STAKE WATER BASIN 3 DEPTH = Q:. W ORIFICE CONTROLLED RELEASE 1.32 0 EL=51.0f !� 3�; a 2" MULCH U. {F�M �co o 1 DETAIL - SDMH *A-3 - 72" OVERFLOW & CONTROL STRUCTURE yCo 4 NITS %\- REMOVE BURLAP FROM TOP w >� 1 /3 OF ROOT BALL Q CHAFE SIDES OF PLANT PIT " BACKFILL SOIL MIXTURE, TRANSFER HOLE AND COVER O` u_ E r__I „L-I-�----------------- --� J € # a I i OUTLET BAY STORMFILTER DESIGN TABLE • THE 8' x 1 V PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA SPECIFIC FLOW RATE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. • THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET (AS SHOWN) OR RIGHT INLET CONFIGURATION. • ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. CARTRIDGE HEIGHT 27" 18" LOW DROP SYSTEM HYDRAULIC DROP (H - REQ'D. MIN.) 3.05' 2.3' 1.8' HEIGHT OF WEIR (W) 3.00' 2.25' 1.75' TREATMENT BY MEDIA SURFACE AREA 2 gpm/W 1 1 gpmlft' 2 gpm/ft' 1 gpmlfta 2 gpm/ft' 1 gpm/fta 1 CARTRIDGE FLOW RATE (gpm) 22.5 1 11.25 15 7.5 10 5 - €' ----- -; - I _ - INLET BAY % FLOW I I 6. i b' \if�M�l� ■ _----_-,__-J wwsr.awiaeMEB.c•m STORMFILTER X s r S3 CARTRIDGE « v FILTRATION BAY 3'-3" -- PLAN FRAME AND COVER U N PLANT PIT - 2 TIMES q C) � `�y w DIA. OF ROOT BALL TREE PLANTING & STAKING 4 DETAIL - PLANTINGS cz � 8 NTS 4 m C W gam, CP U SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID RME WATER QUALITY FLOW RATE Ids) 0.264 PEAK FLOW RATE (cfs) 0.471 RETURN PERIOD OF PEAK FLOW (yrs) PK 100 yr # OF CARTRIDGES REQUIRED 16 CARTRIDGE FLOW RATE 7.5 MEDIA TYPE (CSF, PERLITE, ZPG) ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE -68,00 CPP 18" OUTLET PIPE -O&OW CPP 18" INLET BAY RIM ELEVATION FILTER BAY RIM ELEVATION' ANTI -FLOTATION BALLAST WIDTH HEIGHT N/A NIA NOTES/SPECIAL REQUIREMENTS: WET AREA WEIGHT PURITY INATION TALL OR MEADOW FESCUE 60-70 98 90 FESTUCA ARUNDINACEA OR FESTUCA ELATIOR SEASIDE/CREEPING BENTGRASS 10-15 98 85 AGROSTIS PALUSTRIIS MEADOW FOXTAIL 10-15 90 80 ALEPOCURUS PRETENSIS ALSIKE CLOVER 1-6 98 90 TRIFOLIUM HYBRIDIUM REDTOP BENTGRASS 1-6 92 85 AGROSTIS ALBA OR AGROSTIS GIGANTEA w 3 Know what's below. = o Call beforeyou dig. �y PROJECT REF: GRA 13-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S DEPARTMENT REQUIREME TS. N.T.S. Q FRAME AND COVER (TYP OF 2) SEPARATION WALL PERFORMANCE SPECIFICATION GRADE RINGS/RISERS FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA (TYP OF 2) DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. SPECIFIC FLOW RATE SHALL BE 2 GPMISF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM1CF OF MEDIA (MAXIMUM). INLET PIPE GENERAL NOTES j rl_-----__-L _-.__.__.____--1____� 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. E 0 I I STEPS 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. o r:::: I f I 2 1 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH r WEIR WALL i I g € REPRESENTATIVE, www.ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN € i z THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. dt I p I 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, ro r 1 OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. N -- ^- --_ J ,6 ;...... t. s ._ ._..... --- j � CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. I < --,-, r IE MEADOW AREA �° GERM- WEIGHT PURITY INATION REDTOP OR OREGON BENTGRASS 20 92 85 AGROSTIS ALBA OR AGROSTIS OREGONENSIS RED FESCUE 70 98 90 FESTUCA RUBRA WHITE DUTCH CLOVER 10 98 90 TRIFOLIUM REPENS APPROVED BY: DATE APPROVED: W W J RECORD DRAWING CERTIFICATION J Q THESE DRAWINGS CONFORM TO THE m WQ CONTRACTOR'S CONST CTION RECORDS. 50 _ BY DATE,"" L J INSTALLATION NOTES A ANY SUB -BASE BACKFILL DEPTH AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND TITLE/POSITION W SHALL BE SPECIFIED BY ENGINEER OF RECORD. ! B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER ... ........ ....... n. ...... .--;1- .-- --- _f STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR, E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. Z 0 OUTLET P€PE 5TORIWF[LTER FLOW KIT CARTRIDGE V) W 0 ELEVATION 3 DETAIL -SDMH A-2 %W NTECH* THE STORMWATER MANAGEMENT STORMFILTER EiVGINEEKfD SOluTttrns ttC 8' x 11' PEAK DIVERSION STORMFILTER CONFIRMED BY CITY DATE �2 ` />_y�� Li. 1W PROJECT REF: GRA 13-0016 JK d?�` THESE PLANS ARE APPROVED FOR CONFORMANCE Scale: WITH THE CITY OF AUBURN'S EP!EE-f;0v DIVISION Sheet 9 REQUIREMENTS. pt,"y uG Horiz. N/A $ FIIb2f www,"ntechES.com 4 m} sAm mn M YF 9025 Centre Pointe Dr., Suite 400, 'Nest Chester, OH 45069 STANDARD DETAIL APPROVED BY: Vert. N A 11 800.338-1122 513 645-7000 513-545-7993 FAX 0f 0 5 TABLE -SEED MIXES DATE APPROVED: - N NTS Job No. - 691204 1701, �. 2 BIOSWALE SEED MIX WEIGHT PURITY INATION TALL OR MEADOW FESCUE 75-80 98 90 FESTUCA ARUNDINACEA OR FESTUCA ELATIOR SEASIDE/CREEPING BENTGRASS 1-15 92 85 AGROSTIS PALUSTRIIS REDTOP BENTGRASS 5-10 90 80 AGROSTIS ALBA OR AGROSTIS GIGANTEA Plan View Scale: 1 inch= 50 Ft. tti 0.2 3.1 •' ors 1 J. ^tics _... �,.• � .... .. 1 ........, H, �... .5 1. � a 8 � 0,0 1.9 1 1.0.. 0.3 0.2 a 1 0,0 0.0 OR 0.0�''"" 1.0 0.7 0.5 0.2 0.1 0.1 0,0 0.0 0,0 0.0''' 0.0 .. ... 0 � 00 �p 1 W 0, 1010 0.0 0.0 .`O p guru ,ct, -.. ",_..,,,.....,.-,«.... . 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L1.4 lA .,....Oil........ 5 :.. 43 0.2-- 0.1 ,. 01.:,- 0.0.... .2 1.4 1.2 +'• 3 1. 1 �. t 1 4 0,2 0.2 01 0.1 01 0.1 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0".0 04 0.0 0.0 0.1 0.1 0,1 0.1 0.1 0.2 0.4O,b 0.8/ 1.0 ;' 1.3 1,1 ' 1.0 1.2! i.0 0.8 0.7' 0.4 0.2 0.1 0.1 0.0 ,,,_..,.�:own::::..:�.",;;r+.a�.,;,:N,.,mow:::,::.........-�:.:;,->;, � r '+.. ,k .,>: w ; 1 0 9 1.5 1,9 ,, b ' z 0 1 4 { 1 0 a.7 i 0.4 a.3 Q.2 a.1 O.1 a♦1 0.1 0.1 0.1 a.1 0.1 Q.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1.. 0.1 0,1 DA 0.1 0.1 0.1 0.1 .2 a. 0 7 �. { >.._ _.., x �� _ 0 3 a d.9 .4 1.8 S 1.8 1.5 .9 0 70A,4.2 fl.l ....... a,:.. �� ... a a. ...... _. 1 0.K, 1.3 1.5 1.3 1.4 ; 1.6 1.3 j 0.9 0.7 , 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Q.1 0.1 0.1 0.1 0.1 0.1 0"1 0.1 a.l \01.1 0.1 0.1 0.1 0.1 0.1 0.2 a1 0.3 4 0.8 1.4 1�8 1.7 1 5 ` 1 7 1 '.'.•.- i/ .. .............. ....... 1.0 f,1 0.8 a ., .2 JA� 1.0 0.8 5 0.4 0.3 01 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0,2 0.2 0.2 0.2 0-2 0.2 0.1 0.1 01 0.2 0.2 0.3 0,4 05 0.8 0.9 '-',I' 1 � / �". 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Q 4-..-*At.,...�Q,4 .: 0.4 0.3 0.2 0.2 0.2 0.3 0,3 0 3 0.3 0 3 d:3 0.2 0.2 0,2 a.2 0.3 5 0.6 0.8 0 9 0,9. t3,8 0.8 �ti 8' /y� ¢�J j��r�� 03 0.3 0,+) '' 0.6 0.9 0.9 1.0 0.8 0.7 0.' 0.4 0.3 04 0,6 0.7 0,7 0.7 0.7 0.3 0.3 0,4 J0.5' Ok 0.7 03 0.6 b, ' .3 0.3 0. / ( 3 0,� iI5 0.7 0.7 0.8 0A 0.8 o.b ,.,,4- / 0.3 fl,3 f�'1�.4 ",'>s• "•..,., `'.2 ,/:; •. ,` r' ......... ... .,. `�• ..,. \ , �S • ,.. it +�! •41�., .. ,.` 0 dT, fl,3 Orb fl.9 1 fir , (3.9 0.7 0.4 at4 1,0.5 0.7 Q$ ' i9 �9 a•8 0.7 , a:4 0.3 5 0.7 , a.s ,ors'"•."0.9 `0.8 0.7 1 0,4 ,,:A.3 ; N , q�3 i0.5 0$ a8,:-',o�,....,•aq 0.9 0:j. 0#.""::w-, ©:2 0.1 t3.3 0.6 `, �. 1 t j 1.0 1. 1.5 1,4 f„0 0.7 OzS 0.4 ,. a.5 0.' 1.0 3.5 ].4 �.0 a.�7 0.5 .4 S a.8 ''0 1.3 ' 13 %C# fl.8 5 0.3"'` 0.3 :3, 1 2 1:6 6.7 r, 1 ti {3. 2 1 1 1.4 .9 1. o b fl •;a a + 6 ' 81" 1.2 1.8 1+`: 1 ; a.0 0.0 0,0 0.0 ,,,, �" •. r i 1,4 fl ;; '� t ''� a 0.3 ''�1.6 ', ��0 1�' 1.,6 1<:�'�; a 7 �¢ , : 9 r� } ! o a.t.......,� 3-s..,,� ....... . 43-.....b:7.....,,-8 4- Q.2...,.::.A .._,,.0.3 A.S.......a.5i : ..1~�3........0. .,.,...D 4.._....0.2,......Q.� @ ,.:Q.S '.`.:..1 a .. i 1.6 01 +. 0.3 0 a.2 a3 0 > . 20.9 •• 0 i fl ,. ,, 'lq 0.0 a<0 0.0 0,0 0<0 0.0 6.6 0 0,0 0.0 0.0 0.0 ' _ /0.0 a� 1 0.0 0.0 0.0 0.0 0,0 0,0 Q.0 0.0 0.0, /0.0 0.0 " 0,0 0,0 0.0 0.0 RECQRD--DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CO TRUCTION RECORDS. BY DATE,s TITLE/POSITION CONFIRMED BY CITY DATE � Z� 18 j 0.0 0.0 ao 0.0 0,0 PROJECT REF: GRA 13-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S PLANNING DEPARTMENT REQUIREMENTS. APPROVED BY: DATE APPROVED: VV L 1 0 H T 1 N C desk � sbad-rd�. t rw is pvOorm. RA8 Lighting 170 Ludlow Ave. Northvale, N) 07647 Voice Number: 1-888 722 1000 fax Number: 1-888 722-1232 Emall Address : svww.rabweb,com J Z OD rn rn mN VWi W 'd m U QZ 00) W Q d < L0 v = Z Prepared For: Electrical Marketing Group 798 Maple Lame Bensenville, IL 60106 Project: River Mobile Estates Expansion 3611 1 StrrrNl; NE Auburn, WA 98001 Lighting Layout Version A Scale: NA Date:12111r2013 Drawn Sy: Mike Miinikiewicz r 4 N CS W o 4 W41 3 N o J +.I C� w v The information disclosed iri this Lighting Analysis and; or'Visual Simulaticn provided ar� th e Y .. a tit usrve plIOiERF C36 RAA 1-6HTI1SIGA irKONVlFATED. The information is considered canfinienfral and intended for the sale use ofthe per�on(si or company this Lighting Analysis and/or Y*W SfmuMien tsar been prepared for Any reproduction, dWrtbution or use of the Information contained herein for c)tfntr than its intended i u"" is st" ptotdbiled without the prior written consent of RAB Ligh", rnc, The calculated rew its of tha taghtinr} Analysis and/or Vistalt S{ mAlstion represent an aon&lpated prediction of system performanv;e based upon design parameters supplied by others. These design parameters and information m provided by orders has not been field verified by RAS Lightag, Inc, therefore actual meaSuted results may vary from the anticipated system performance. C *%W r fi pa amata�YS su< . AS SurfbCs rlillaCtartGa. size, mounMin4 height, applied depreciation factors, vrwritabon, pit «any other significant field conditions should be verified by others to insure conformance to the dasign intent of the, Lighting Analysis and/or VAwal Simulation represented herein. NAB Light" Iric, neither warranties: either implied or stated, with regard to actual measured light levels as compared to those illustrated by the Ligltthsg Malysis andiot Vrwat Sirnuiation, Mil Lighting Inc, neither warranties, either implied or stated, nor represents the. appropnateness, cwrtplOsanass or sultability of the lighting design intent as compliant with any ippifeSW neillrlatory code requirements. This Lk$" Analysis and/or VisWi Simulation is issued in whole or in part as Advisory DcKuments for informational putpos" and is not intended for construction not as being part of tax project's construction documentation Package, RAR I,ighting, Inc. krmInalre, and product designs are protected under U.S. and International intellectual property laws and patents issued or pending apply, Page Number: 10/11 Calculation Summar Label CalcPts Property Line CalcPts Site ement Lum. Lumens Lumens/Lamp LLF Des4 ►ACK 4287 4287 N.A. N.A. 1.000 1.000 ALE ALEC CalcType Illuminance Illuminance Units Fc Fc Avg 0.01 0.41 Max 0.3 2.0 Min 0.0 0.0 Avg/Min N.A. N.A. Max/Min N.A. N.A. Description Readings Taken at 0'--0" AFG Readings Taken at 0'-0" AFG PtSpcLr 10 10 PtSpcTb Meter Type N.A. Horizontal 10 Horizontal Luminaire Location Summary LumNo Label X Y MTG HT Orient Tilt 1 A 374.5 441.75 24 53.5 0 2 3 A A 667 758.25 334 334 24 24 90 90 0 0 4 A 849.5 332.75 24 90 0 5 A 947 331.5 24 90 0 6 A 1596.75 426.75 24 131.634 0 7 8 A2 A2 1010.5 618.75 413.75 418 24 24 0 0 0 0 Total Quantity: 8 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S NSTRUCTION RECORDS. BY!5 DATE ♦ t.Cf TITLE /POSITION CONFIRMED BY CITY DATEI PROJECT REF: GRA 13-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S PLANNING DEPARTMENT REQUIREMENTS. APPROVED BY -- DATE APPROVE L I G H I designed beyond standards. kr gineered to perform, RAB Lighting 170 Ludlow Ave. Northvale, N1 07647 Voice Number ! 1.888 722 1000 Fax Number: 1-888 722-1232. Email Address: w,,vw.rabweb.com w 't --� w rn rn mN W 0E- O (' x0 Q M<:2<M rn F' Z Q 00 Of V) Q M O � � W O < < U—) Cr = O Z Prepared For: Electrical Marketing Group 748 Maple Lane Bensenvil€e, 1L60106 Project: River Mobile Estates Expansion. 3611 i Street NE Auburn, WA 98001 Lighting Layout Version A Scam: NA Date', 2/11 /2013 Drawn 8y: Mike MdNkiewicz M T1 �! N O � � 0 C41 ZZ M rJ :� 111 tv� cp A W p J J m 0, 4 d V3~ ill U NOTES: The tight loss factor (LLF) is a product of many variabies, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens ;initial initial lumens per lamp manufacturers' specifications. Rlumination values shown in fmtcandles for Lux if requested) are the predicted results for planes of calculation either horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal to the plane of calculation. The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of PAS Lighting, Inc. Mounting height determination isjob site specific, our lighting simulations assume a mounting height Einsertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other lumfnaire mounting configurations. Page Number: 11 / 11 17 Df6Jd2 2