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HomeMy WebLinkAbout01D1628z a 3cO so 0 z U m m TC k 0 z LEGEND: EXISTING PROPOSED �. FIRE HYDRANT ED WATER METER D4 WATER VALVE N O SANITARY SEWER MANHOLE 0 STORM MANHOLE ❑ CATCH BASIN ■ -0- POWER POLE 0 WELL 0 TEL VAULT © POWER VAULT ® JUNCTION BOX -TEL LIGHT. FTC. x100.0 x100.OEG x100.00EP x100.000L 0 c� �i (AS NOTED) SIGN DIRECTION OF VEHICLE TRAVEL LUMINAIRE WATER LINE STORM SEWER LINE SANITARY SEWER LINE OVERHEAD TELEPHONE OVERHEAD POWER GAS LINE HOGWIRE FENCE BARBED WIRE FENCE CHAIN LINK FENCE PROPERTY LINE CONTOUR SPOT ELEV. ON EXIST GROUND SPOT ELEV. ON EXIST EDGE OF GRAVEL DR. SPOT ELEV, ON EXIST EDGE OF PAVEMENT SPOT ELEV. ON EXIST E OF PAVED ROAD FILTER FABRIC FENCE 8"W 12"SD- 8"SS - T - P _35- DETAIL NUMBER 5 SHEET NUMBER C-6 CONTAINING DETAIL SURVEY MONUMENT (AS NOTED) PROPERTY CORNER (AS NOTED) BENCHMARK 8" SQUARE CONCRETE BOLLARD LARGE DIA. FIR TREE LARGE DIA. CEDAR TREE SHEET INDEX: SHEET NO SHEET TITLE C-1 LEGEND, ABBREVIATIONS AND NOTES C-2 EROSION CONTROL PLAN C-3 GRADING, DRAINAGE AND PAVING PLAN C-4 UTILITY PLAN C-5 PAVING AND EROSION CONTROL DETAILS C-6 DRAINAGE DETAILS C-7 UTILITY / ROADWAY / WALL DETAILS C-8 26TH ST. N. E. IMPROVEMENTS / ILLUMINATION PLAN X a J 2 8-08-00 JGM 1 05-29-00 JGM XI NO. DATE I BY 7S SCHWAB TIRE CO BUILDING PERMIT ABBREVIATIONS: ACP ASPHALT CONCRETE PAVEMENT BC BOTTOM OF CURB BOW BOTTOM OF WALL CB CATCH BASIN CL CENTERLINE CO CLEANOUT COMP COMPRESSIVE CONST CONSTRUCTION CSBC CRUSHED SURFACING BASE COURSE DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY DTL,DET DETAIL E EAST, EASTING EA EACH ENCL ENCLOSURE EP EDGE OF PAVEMENT EX,EXIST EXISTING FF FINISHED FLOOR G GAS IE INVERT ELEVATION L LENGTH, LINE LF LINEAL FEET LT LEFT MH MANHOLE MIN MINIMUM N NORTH, NORTHING NTS NOT TO SCALE PWR POWER POC POINT OF CONNECTION P.O.C. POINT ON CURVE PVC POLYVINYL CHLORIDE PAV'T PAVEMENT R RADIUS RT RIGHT S SOUTH SO STORM DRAIN SS SANITARY SEWER STA STATION STD STANDARD T TELEPHONE TB THRUST BLOCK TC TOP OF CURB TOW TOP OF WALL TYP TYPICAL W WATER, WEST W/ WITH 0 AT 0 DIAMETER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION LOT AREA: SQUARE FEET ACRES 74,994 1.72 TAX PARCEL NUMBER: y000100002500 AUBURN, WASHINGTON CONTACT INFORMATION: LS CONSTRUCTION Co. - GREG McDONALD, 541-416-5206 KPFF - JUSTIN MATTHEWS, 206-622-5822 AS-EuILT R6vifloNS Ac Vtc.1F/FD MRS RJL REVISED PER CITY COMMENTS (7-26-00) MRS RJL REVISED PER CITY COMMENTS (3-22-00) CHO. APPR. REVISION GENERAL ENGINEERING NOTES AND SPECIFICATIONS: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS, AND THE PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSIT AS RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT A RESULT OF PROJECT CONSTRUCTION ACTIVITY. OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," LATEST EDITION, 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. DRAWINGS" REQUIREMENT. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SPECIFICATIONS AVAILABLE AT THE JOB SITE, ALONG WITH A SHALL BE 14 INCHES WITHOUT ADDING NEW SECTIONS. COPY OF THE APPROVED DEVELOPMENT PLANS. 18. ALL MANHOLES, CATCH BASINS AND VALVES IN PUBLIC 4. A PRECONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ANY ONSITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS, ASPHALT PAVING, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND AROUND THEM. RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122, REVISED 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO CONTRACTOR SHALL CALL ONECALL (1-800-424-5555) FOR MANHOLES OR CATCH BASINS. UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 21 OR 35 PIPE. 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD BE 5/8 INCH MINUS CRUSHED ROCK, 6 INCHES MINIMUM UNDER CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND TO 6 INCHES MINIMUM OVER THE PIPE, AS PER THE CITY OF SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED AUBURN STANDARD DETAIL NO. GEPT-3. BY LAW AND REGULATION. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND 7 TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF BACKFILL DETAIL NOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE PROCEDURE. RESPONSIBILITY OF THE CONTRACTOR, AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE RUN GRAVEL FOR TRENCH BACKFILL, PER SECTION 9-03.14. LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS' OPERATIONS OR NEGLIGENCE 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED CONNECTED TO THEM. RIGHT-OF-WAY SHALL BE 5/8-INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED PER CITY OF AUBURN STANDARD DETAIL GEPT-1. TO CONTROL ON -SITE STORM WATER RUNOFF BY EROSION/SILTATION CONTROL PROCEDURES. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 26. CONTRACTOR SHALL FOLLOW RECOMMENDATIONS SPECIFIED IN PACIFIC TESTING LABORATORIES GEOTECHNICAL REPORT DATED 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH APRIL 29, 1997. WITH STRAIGHT, UNIFORM EDGES 12 INCHES OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRECONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL SIGNS AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITYS STANDARD DETAIL NO. TRSP-1 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH NTH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF 5 FEET. 14, 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. DRAWN BY DATE SCALE: REB 08-08-00 PES I GNED BY HOR I Z .ffm4pConsulting Engineers 08-08-00 CHECKED BY VLK 1 201 Third Avenue. Suite 900 RJL JOB NO.: Seattle, Washington 98101 APPROVED BY (206) 622-5822 Fax (206) 622-8130 BENCHMARK: BASIS OF BEARINGS: NORTH AMERICAN DATUM - NAD 1927 - WASHINGTON STATE PLANE COORDINATE SYSTEM - LAMBERT - NORTH ZONE THE BEARING OF THE LINE BETWEEN FOUND MONUMENTS AT THE NW CORNER OF THE Wm. BRANNON D.L.C. AND THE CENTERLINE OF AUBURN WAY NORTH TAKEN AS NOO'42'51"E. BEARINGS SHOWN HEREON ARE GRID, ROTATE 01'01'56" COUNTERCLOCKWISE TO OBTAIN GEODETIC BEARINGS VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM OF 1929- NW 29 AS ADOPTED BY THE CITY OF AUBURN - PUBLIC WORKS DEPT PROJECT BENCHMARK - CITY OF AUBURN BM 21-A TOP OF BRASS DISK IN MONUMENT CASE 0 INTERSECTION OF 17th ST. N.E. & AUBURN WAY NORTH ELEV = 62.45 FEET SITE BENCHMARK SET "PK" NAIL IN SIDEWALK 23' S'LY OF NW COR. OF SITE (SEE DRAWING C-3) ELEV, = 54.98 FEET TIRES LS Constucfion Co. LES SCHWAB "IS N. MADRAS HWY. PRINEVILLE, OREGON NORTHWEST'S541-416-5162 541-416-5133 fax LARGEST VOTH TIRE CENTERS LOCATED N INDEPENDENT OREGON-WASHINGTON-DAHO TIRE DEALER CALIPOFMA-MONTANA-NEVADA ■ LEGAL DESCRIPTION: AS PER LOT LINE ADJUSTMENT - City of Auburn File No. LLA-0003-991 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, BEING A PORTION OF THE WILLIAM BRANNAN DONATION LAND CLAIM NO. 37 (D.L.C. NO. 37), IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID D.L.C. NO. 37; THENCE, ALONG THE CENTERLINE OF AUBURN WAY NORTH (STATE HIGHWAY NO. 5) AND THE NORTHERLY PROJECTION THEREOF, SOUTH 00'42'51" WEST 1340.20 FEET; THENCE, SOUTH 69'07'20" EAST 35.00-FEET, TO THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF AUBURN WAY NORTH AS DESCRIBED IN DEED TO CITY OF AUBURN RECORDED UNDER KING COUNTY RECORDING NO. 9501271112 AND RECORDING NO. 9503290202, WITH THE NORTH RIGHT-OF-WAY LINE OF 26TH STREET N.E., BEING THE TRUE POINT OF BEGINNING OF THE HEREIN -DESCRIBED PARCEL OF LAND; THENCE, ALONG SAID EAST RIGHT-OF-WAY LINE, PARALLEL WITH AND 35.00 FEET EAST FROM THE CENTERLINE OF AUBURN WAY NORTH, NORTH 00'42'51" EAST 190.00 FEET, TO THE NORTH LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED AND RECORDED UNDER KING COUNTY RECORDING NO. 7210060500; THENCE, ALONG SAID NORTH LINE, SOUTH 89' 07'20" EAST 392.00 FEET, TO THE WEST LINE OF LOT 2 OF AUBURN SHORT PLAT NO. SPL-0010-97, RECORDED UNDER KING COUNTY RECORDING NO. 971119086; THENCE, ALONG THE WEST LINE OF SAID LOT 2, NORTH 00'42'55" EAST 4.42 FEET, TO THE NORTHWEST CORNER OF SAID LOT 2; THENCE, ALONG THE NORTH LINE OF SAID LOT 2, NORTH 86 27 21" EAST 63.17 FEET, TO THE WEST LINE OF TRACT "X" OF AUBURN SHORT PLAT NO. SPL-0010-97 (BEING ALSO THE WEST RIGHT-OF-WAY LINE OF "I" STREET N.E.); THENCE, ALONG THE BOUNDARIES OF SAID TRACT "X", PARALLEL WITH AND 30.00 FEET WEST FROM THE CENTERLINE OF "I" STREET N.E., SOUTH 00'43'53" WEST 139.21 FEET; THENCE, SOUTHWESTERLY 47.20 FEET, ALONG THE ARC OF A 30.00-FOOT RADIUS CURVE, CONCAVE TO THE NORTHWEST, THROUGH A CENTRAL ANGLE OF 90'08'47"; THENCE, NORTH 89'07'20" WEST 32.88 FEET, TO THE SOUTHWEST CORNER OF SAID LOT 2, AND THE WESTERLY NORTHWEST CORNER OF TRACT "X"; THENCE, SOUTH 00'42'55" WEST 30.00 FEET, TO THE NORTH RIGHT-OF-WAY LINE OF 26TH STREET N,E,; THENCE, ALONG SAID NORTH RIGHT-OF-WAY LINE, PARALLEL WITH AND 30.00 FEET NORTH FROM THE SOUTH RIGHT-OF-WAY LINE OF 26TH STREET N.E., NORTH 89'07'20" WEST 392.00 FEET, TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS REVISED LOT A OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-0003-99, RECORDED UNDER KING COUNTY RECORDING NO. 9902111543). FAC # 0038-99 GRA # 0039-99 THESE PLANS ARE "APPROVED" FOR COWORAM4M WITH THE CITY OF AUBURN ENGINEERING DIVISION'S .A , REQUIREMENTS. RECORD ORAMNG CER111FICATION THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DAIS ma/POSIIIRI CNIN ED BY CITY: AUBURN LES SCHWAB TIRE CENTER LEGEND, ABBREVIATIONS AND NOTES DATE: SHEET C-1 1 OF 9 24"66" PF w oZ-6 1 01016).8 0&109 SW 1 4 OF SEC 6, T 21 N, R 5 E, W.M. CONSTRUCTION SEQUENCE: GRADING AND EROSION CONTROL NOTES: DUST CONTROL NOTES: 1. ARRANGE AND ATTEND A PRE -CONSTRUCTION MEETING 5. INSTALL STORM DRAINAGE SYSTEM, PUBLIC UTILITY 1. WITHIN THE CITY OF AUBURN, ALL ADDITIONAL DRAINAGE AND EROSION CONTROL 5. ALL AREAS OF ACTIVE EARTHWDRK WHICH HAVE ARE SCHEDULED TO REMAIN UNWDRKED FOR 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH C) WITH THE CITY OF AUBURN CONSTRUCTION INSPECTORS, EXTENSIONS, FRANCHISE UTILITIES, SITE LIGHTING REQUIRED RETENTION OR DETENTION, FACILITIES MAY BE REQUIRED AS SITUATIONS THE POTENTIAL FOR EROSION AND MORE THAN 24 HOURS AND EXPOSED AREA OF USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION CIVIL ENGINEERING CONSULTANT AND OWNERS' CONDUIT AND IRRIGATION SYSTEM PER PLANS. PROVIDE SEDIMENTATION AND EROSION CONTROL WARRANT DURING CONSTRUCTION. THE SEDIMENTATION IMPACTS ON ADJACENT LESS THAN 5,000 SQUARE FEET THAT VALE PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. w REPRESENTATIVE. ACTH BASIN PROTECTION ON ALL NEW CATCH BASINS. FACILITIES MUST BE CONSTRUCTED AND IN IMPLEMENTATION, MAINIENANCE,REPLACEMENT PROPERTY AND DRAINAGE WAYS MUST BE REMAIN UNWDRKED FOR MORE THAN 7 DAYS 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER OPERATION PRIOR TO LAND CLEARING AND/OR AND ADDITIONS TO THESE CONTROL SYSTEMS STABILIZED ACCORDING TO THE FOLLOWING SHALL BE STABILIZED IMMEDIATELY. UNTIL SURFACE IS WET, REPEAT THE PROCESS AS NEEDED DURING THE DAY, �^ Z 2. INSTALL AND MAINTAIN THE TEMPORARY EROSION 6. INSTALL CONCRETE CURBS AND PAVE SITE. OTHER CONSTRUCTION ACTIVITIES TO INSURE SHALL BE THE RESPONSIBILITY OF THE SCHEDULE: 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN AND SEDIMENTATION CONTROL (TESC) MEASURES THAT SEDIMENT LADEN WATER AND STORM PERMITTEE. FROM APRIL 1 TO SEPTEMBER 30, AREAS AT ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. : SHOWN ON C-2. 7. THE SWALE SHALL BE CLEANED OF ALL SEDIMENT DRAINAGE RUNOFF DOES NOT IMPACT THE 3. THE DETENTION RETENTION IF INFILTRATION ( FINAL GRADE AND THOSE WHICH ARE 3. LOCATE ALL EXISTING UTILITIES. CONTRACTOR TO BEFORE HYDROSEEDING AND PAVING. ADJACENT PROPERTIES OR THE NATURAL SYSTEM IS USED) CONTROL POND SHALL BE SCHEDULED TO REMAIN UNW'ORKED FOR MORE 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE J 0 POTHOLE WATER LINE IN VICINITY OF STA 12+00. DRAINAGE WAYS. THAN 30 DAYS SHALL BE STABILIZED MUST BE COVERED TO PREVENT DUST ROM BLOWING FROM THE TRUCKS. Of 8. STABILIZE UNPAVED PORTIONS OF SITE IDENTIFIED REMAIN IN PLACE UNTIL THE PERMANENT STORM WITHIN 10 DAYS. 5. DURING CONSTRUCITON, ALL PROPERTIES AND ALL PUBLIC STREETS 4. ROUGH GRADE SITE TO DRAIN TOWARDS SWALES. ON LANDSCAPING PLANS. 2. THE DETENTION, SEDIMENTATION (RETENTION SYSTEM IS IN PLACE AND OPERATIONAL. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCITON TRAFFIC NO UNCONTROLLED SURFACE WATER SHALL BE 9. REMOVE TESC MEASURES AS DIRECTED BY THE CITY IF INFILTRATION SYSTEM IS USED) AND 4. THE TEMPORARY EROSION CONTROL ACTIVITIES SHALL BE CONDUCTED IN SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSIST RESULTING FROM o ALLOWED TO LEAVE THE SITE AT ANYTIME DURING INSPECTOR ONLY WHEN SITE IS COMPLETELY STABILIZED. EROSION CONTROL FACILITIES DEPICTED ON FACILITIES, INCLUDING ALL PERIMETER STAGES IN ORDER TO MINIMIZE SOIL ON -SITE CONSTUCTION. Z CONSTRUCTION. THE APPROVED DRAWINGS ARE INTENDED TO CONTROLS, SHALL REMAIN IN PLACE UNTIL EXPOSURE. EXPOSED SOILS WITH AN AREA 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL 10. PROVIDE DETAILED AS -BUILT DRAWINGS TO KPFF. BE MINIMUM REQUIREMENTS TO MEET FINAL SITE CONSTRUCTION IS COMPLETED AND GREATER THAN 5,000 SQUARE FEET THAT TIMES DURING CONSTRUCTION. ANTICIPATED SITE CONDITIONS. APPROVAL HAS BEEN RECEIVED FROM THE CO. ARINGNOTES: CLEARING (DRETiIT REE it ` REMOVE TREE Cf (TYPE t '- CB SILT BARRIER TYP A __..-_.. _.. _._.- __ .:__ _..-_- -_. _. -_-- _ I '��RI H s a 54.11 , s IE 36 CNC - PER C.O.A. STD. DETAIL DEV-8 I - IF 30 CNC N=4Q I IE 30" CNC S- 36 i I ! E 8' PVC E=5�30 s S I ZONE: Ci-3 ............. _... _.....,, ........... ......_ ZONE C-3 EXIST CHAIN FENCE I / i 3 2 ..,......... ) IIFB2 to be 1PRESERVED to ... END OF EXIST. %. _ 30"� DE to- LINK 0ppp Nx1.42 55 E E 63.TT ) 12"MIN ............. . _ HOGYARE FENCE��, �3e I REMOVED END OF EXIS HOGWIRE FENCE N86'272T 8 WOT2r E 39200'- I � < +•r _ . �a i• A (PINE I 56 yy// s 1 To G SC DISCHARGE STRUCTURE o CIL" V�" 1 ,, be 2 C-5 EV 4 - l I FIL R FABRIC FENCE �• _ E- 50.24'` ( 2 YRCSTO. Q-DE 9ICF EL- .4 PER C.O.A. STD DETAIL DEV-6 TEMPORARY SWA ES lYP Qy*�E� to �� be 4 ORIFICE IE=51..0�, OVEOW = 54.0 �RUCT a�TE BENCHMARK i OVECK E= 51.0' CON THIS P(RTION OF " SET "PK" NAIL IN SIDEWALK SET PER C.O.A. STD ETAIL DIE \ GDESC POND . qg. N - k RAIN LINE DURING TE ( ELEV. 04.98 o TO BE FIELD L ATED BY CONTRACTOR 1 CON RUCTION. SEEI SHEET C- t j allnrlocK I RIPRAP AT INLET i I: r m c I i 1 I I 2) 1 g 1 1 .♦11, I g' ♦ ii, I ZONE to be MOVED 56i S HWA R-4 ,, J : Iw l - 1 C,3 1 sJI-. ": •: a _ ah,> I i - - A Ad N e a;,A•'t G J ^) s s, 6 1' o"�NED LT ARRIER C-9 c I. gEMOA VEpIw` o be -- - / C-5 I I o I% T< 'lER FABRIC FE 3 - TD PERTAC CB PROTECTION DEVS6 DETAIL (TYP) 8"eAPPLE ILT $ jt 1 to be _ ...._ - -- - ._/ o. _ C-5 ARRIER I OAPP. MOVED I-' 55. , I , ' 4 I i 1 ♦ I GRAPHIC SCALE w I I I i CONSTRUCTION I 6 10 zo w so o, �,4 I i T C.O.A. STD. DETAIIL DEV-5 , 4700' . r 0 89'SOtq'' -- __�-_- ... p .. .. .. ,... ., R-30 I 1 inch = 20 1L HORIZ. I 1 R {. R 25. NEW R W _<. I N �'OT20' 367AT A - - ') N rror2o• W - _ ' r 87A8' _ 1 `� a ;= y) �' AC# 0038-99 GRA# 0039-99 --1D-v(o)is '1 - _ - - o ]]fD - HOGWIRE FENCE I , TO BE REMOVED 13+06 i r I ) ��- ®� , � , --FTHESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH x _.:, (�' k1 ll-.--._� __.: - - - - - - - -- --•� 14+00 _ I . �� - - - -- - - - S. T14E CITY OF AUBURN ENGINEERING DIVISION 15+00 -- ._ I 15+09 94 i� J STREET N.E. "ry _.. \ APPROVED BY: L J 4\rL� sD .! `,v..+ / (LOCAL NON-RESIDENTIAL) __... __.... vH �It DATE APPROVED: _ • ` ; / _ _ _ _ _ _ - 11}}��_ _ - _ _ .©.. ._._ _ _. -... _ �i5'RC 5=4901 IE 30 CNC N=48 86 x I ','I CB (TYPE IQ J - - `� _ - - RECORD DRAWING CFRTIFlCA➢ON 1 _�� � i ' _1q ZONE C-3 RIM=55.53 �,p ,' THESE DRAWNGS CONFORM TO THE CONTRACTOR'S M ; '♦ IE 10" CNC 5=54.13 I ZONE R-4 CONSTRUCTION RECORDS. i I ; _ I{I:`7 '( CB (TYPE II). I I 6`51M`�-4`9'S - j - m a� 00 a IT'S Z RE 36 CNC ___ N=49.67 I BY, I DATE: < IE CNC I _ -._. w , I i IE15"CNC NE=50.60 15" E=50.67EXISTING I; EXISTING BUILDING "AUBURN RV" Li! _.__..__ _.._ _..__.._.. _..__.---.. PTLE/POSI110N _ I 1 I I RESIDENTIAL I AL BUILDING DUSTING RESDENT& BUILDING i ! I COIrNO BY CITY: DATE: m 9 I U c,J- " LE/� oasy,'FG DRAWN BY DATE SCALE: LS 40nsDRu Co.ORI SHEET vas oY EB 06-06-00 TIRES LES SCHWAB GNED BY HOR I Z . i" = 20.0' Consulting EngiF1@@FS FNVY. ��E, AUBURN L E S SCHWAB TIRE CENTER S 08-08-00 NORTHVJESTS 50-416-5162 541-416-5133 fax a 2 08-08-00 JGM MRS RJL REVISED PER CITY COMMENTS 7-26-00 �o� ( ) CHECKED BY VERT. v@n(I@, 1201 Third ASuite 900 LARGEST WITH TIRE CENTERS LOCATED IN; 1 rs �dO 05-29-00 JGM MRS RJL REVISED PER CITY COMMENTS 3-22-00 ' <� ( ) ``'TONAL �` RJL N-08-00 JOB NO.: APPROVED BY Seattle. Washington 98101 INDEPENDENT oREcorM-WAsHINGroN-IDAHo TIRE EROSION CONTROL PLAN 2 OF 9 w (206) 622-5822 Fax (206) 622-8130 DEALER CALF X MA-MONTANA-NEVADA z x N0. DATE BY CHD. APPR. REVISION nwrlose -. __ 24"x36" PF " ?-of 13 C (TYPE II) RId=5411 IE 36" CNC N 4B.17 IE 36". INC S 48.11 w o a w a I% 0 97 m o z to nn a < 00 g a i s _ _10 id m a . N Slum i m S m m �a m m < 1 z DO Z m 8 N N J aX R ZONE: C-3 2) 16" CYPRESS to Pw__t9 be PRESERVI3I1t7 _ '8"e APPLE to be REMOVED I i &SE� CM"PK" NAIL INApSIDEWALK ELEV. = 54.98 II I l , a 2) tV to be FF=56.5 --FD------• i END OF = SEC 6, T 21 N, R 5 E, W.M. STORM DRAINAGE NOTES: 1. STORM LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT ENGINEER APPROVAL, 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM CITY OF FERNDALE PRIOR TO CONSTRUCTION. 3. ALL MANHOLES AND CATCH BASINS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE. I I 4. STORM DRAINAGE PIPE LESS THAN 24" IN DIAMETER SHALL BE: - SMOOTH INTERIOR CORRUGATED HIGH DENSITY POLYETHYLENE (HOPE) PIPE N CONFORMING TO AASHTO M294 TYPE S. PIPES SHALL BE COUPLED USING SMOOTH POLYETHYLENE WATERTIGHT SLEEVES WITH A CENTER INDENTATION TO ENSURE PROPER POSITIONING. GASKETS CONFORMING TO ASTM R477 SHALL BE PLACED AT ALL JOINTS. INSTALLATION SHALL CONFORM TO r,I ASTM D2321. „ USE HANCOR TICHTLINE OR EQUIVALENT APPROVED BY THE ENGINEER. • REINFORCED CONCRETE PIPE (RCP) CONFORMING TO ASTM C-76, CLASS IV, Ii I; BELL It SPIGOT PITH RUBBER GASKETED JOINTS. I - ALL PIPE NTH LESS THAN 2 FEET OF COVER SHALL BE CUSS IV RCP. f. I • ALL PIPE WITH LESS THAN 1 FOOT OF COVER SHALL BE DUCTILE IRON PIPE. S 5. ALL PIPE AND FITTINGS SHALL BE LEGIBLY AND PERMANENTLY fRl jTg5 - - - MARKED WITH TYPE AND CLASS. t \R s / IE 30 CNC N=48 60 y •.'.' n a nk' zG" "•� s• o x€.tv� 30 INC S= 48 60 tir a� ; , i t', g „1 �a �� IE 9 PVC E=w 30 6. CATCH BASINS AND MANHOLES SHALL BE PRECAST CONCRETE ZONE: C-3 EXIST. CHAIN - STRUCTURES CONFORMING TO SECTION 7-05.2 OF THE 1998 WSDOT LINK FENCE E= yg •`- STANDARD SPECIFICATIONS, METAL CASTINGS SHALL CONFORM WITH , MA X. SDMH THE REQUIREMENTS OF SECTION 9-05.15 OF THE WSDOT STANDARD HOGWIRE FENCE SPECIFICATIONS. 7. RCP SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 7-04.3 OF THE 1998 WSDOT STANDARD SPECIFICATIONS, THE PIPE SHALL BE BEDDED AND BACKFILLED IN ACCORDANCE WITH SPECIFICATIONS. BACKnLL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY g Z TR 1 2 Z3'I• r� DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D-1557. • CN C-6 STRUCTURE s.az SMOOTH INTERIOR HOPE PIPE SHALL BE INSTALLED PER ASTM D2321 20'IIEAEOCK to • AND AS RECOMMENDED BY THE PIPE MANUFACTURER. � � 30' MIN.,,CMP t be REMOVED \ 8. CONCRETE STRUCTURES SHALL BE CONSTRUCTED OF CLASS 3,000 I o i PIPE DNNECTI HEAVY D TYPE-1 ® CS CONCRETE INSTALLED IN CONFORMANCE NTH SECTION 6-02 AND 7- _ 05.3 OF THE 1998 WSDOT STANDARD SPECIFICATIONS. OHEWLMCM s EIM53 X3�3.69 Cp 36, CM r ACP 9. STORM DRAIN SYSTEM SHALL BE FLUSHED AND THOROUGHLY CLEANED PRIOR TO ACCEPTANCE. I / I - - TOW=56. 10. ROOF DRAINS SHALL BE 6 PVC WITH A 1% MINIMUM SLOPE. ® RE C NTE / // \ RI 5°r995S.9o1 BOW=51. 11. SEE ARCHITECTURAL PLANS FOR ROOF DRAIN CONNECTIONS AND FOOTING 7 ' O 3 M- ACCESS COVER (TYP.) ` j DRAIN DETAIL. \ IE 53. 52 LF 2" SD S=. X 2X w 12. TIGHTLINE FOOTING DRAIN BETWEEN BUILDING AND CATCH BASIN. I--------- _ _ _ _ _ _ _ _ _ _ _ -_ _ _ S \p' APRI� of " APPLE 2 LF +� , M 1 9 A � � � u jr}' I � ' II!, 13. PROVIDE RIP -RAP AT ALL STORM PIPE INLETS AND OUTLET �' 6 14, ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED o 1•eG �un "DUMP NO WASTE -DRAINS TO "EITHER" STREAMS, 'WETLANDS," 0 C LIGHT ItrOAPP C-5 ACP REMOVED IVA` ;.OR 'GROUNDWATER' AS 48"1 1 • 1: • 1 •• �::•: STORM • HORIZON CONTROL: 7 /6 (TYPE-1) A vw Sc40A<_ IE OUT=++ffff Stt3 4 �► ba+ 12" v ��5/./3 i IE=S4.04 54•oo (E) CIE=59.W (M) C 5£E SHe£r i �S-Suf�T �A6 0 IE=63.34 53.44 1 CB (TYPE II)__,� a ,... s st ZONE C-.'� RIM 55.53 iuirsxk `"ry a,a ^:. °3 ..- ;IE.10".CNC 5=54.13 a -rm<. .'32+ 2�?:w C-5 E 36} CNC N.-49.61-,s .Ya -t �"'ry R ,•s,w, �w�wY,. IE 36" CNC S-49.67 E 15" CNC NE-5060 m 3 09-12-01 �GA14 AS-t3uaT REVISrgVS As vEX�F7ED d1� ca+/7R1cTAe < 2 08-00 JGM MRS RJL REVISED PER CITY COMMENTS (7-26-00) N N 1 05-29-00 JGM MRS RJL REVISED PER CITY COMMENTS (3-22-00) rn w X NO. I DATE I BY I CHD. APPR. REVISION 24"x36" VP m OiL 3 of 13 1 ` ` -1 �.: �;;,►1�►� "a`• ,:fir.'°:: , 55 IN 1 •1 N __ _--_- _- -_-�I p�••: •�••� L�mmmmmmm t'. ••. .• . •• . ... , . 1 ,.1.e.• STRUCTURE NORTHING EASTING CONTROL STRUCTURE /1 124024.40 1656796.56 MH /3 123916.48 1656642.01 DIVERSION STRUCTURE #4 123979.89 1656646.00 CB N5 123910.24 1656595.57 CB %6 123912.27 1656455.57 CB #7 123929.79 1656708.72 CB ,(8 123979.89 1656748.44 CB #9 123962.91 1656784.65 MH #10 123874.45 1656772.98 + = BOW=52.51 14+ -0.5% _ R%•w= 55,.v7 15+00 .__.. .�.- "-` F AC# 0038 99 GRA# 0039 99 -^ --�-. •1 _ _._.. _ G -.... C .__ .. _ s Y, 15+14�94 ! THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH � H ,: THE CITY OF ENGINEERING ..__.. SE 6 i REQUIREMENTS. DIVISION'S SD AH IE 0" CNC N-4836 11 APPROVED BY: Dom..; ZONE: R-4 I i I i DATE APPROVED: 2Sjso RECORD DRAINING CERTIFICATION THESE DRAIRJG$ CONFORM TO THE 004IRACi01t'S CONSTRUCTION RECORDS APPROXIMATE GRADING QUANTITIES: GRAPHIC SCALE BY: 20 0 10 20 40 60 DATE: EXCAVATION - 1411 C.Y. (6" TOPSOIL STRIPPING) FTLE/POSmON FILL - 2584 C.Y. ( IN FEET ) 1 inch = 20 f t. CONFIRMED BY CITY: DIE: DRAWN BY DATE REB SCALE: HOR I Z . 1" = 20.01 Consulting Engineers TIRES LES SCHWAS LS ®nstra FINVY.Co. 646 N. MADRAS HwY• PA NEVI -LE, OREGON AUBURN L E S SCHWAB TIRE CENTER SHEET - 3 VIED BY S 08-08-00 NORTHWESTS 541-416-5162 541-416-5133 Tex NECKED BY RJL 08-08-00 VERT. 1201 Third Avenue, Suite 900 LARGEST INDEPENDENT WOREG E CENTERS LOCATED-IDAHOk JOB NO.: Seattle. Washington 9ap1 FIRE ALFOR-WA TON-IDAHID CALFORMA-MONiANA-NEVADA GRADING, DRAINAGE AND PAVING PLAN 3 OF 9 APPROVED BY (206) 622-5622 Fax (206) 622-8130 DEALER 01 D 16]"fd 0y09 0 z WATER MAIN CONSTRUCTION NOTES SW 1 4 OF SEC 6, T 21 N, R 5 E, W.M. SANITARY SEWER CONSTRUCTION NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED 13. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SPECIFICATION A-21.51 OF LATEST REVISIONS AND SHALL BE PRIOR TO CONNECTION TO THE EXISTING WATER LINES AND SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE THICKNESS CLASS PIPE SHALL BE CEMENT -LINED IN ACCORDANCE SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S END OF THE LINE INSIDE THE PROPERTY BY A PRESSURE- 1­ PATH ANSI SPECIFICATION A-21-4 OF LATEST REVISION. AWWA AWWA C 601. STANDARD DETAIL NO. STFG-1. TREATED 2 X 4, FOUR FEET LONG BURIED IN THE GROUND A DISTANCE OF 3 FEET. THE LOWER END SHALL HAVE A 2 X 4 z � 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND CLEAT NAILED TO IT TO PREVENT IMTHDRAWAL OF THE STAKE. a 3. ALL VALVES FOR WATER LINES SHALL BE RESILIENT WEDGE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. THE EXPOSED 1 FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE �n Z GATE VALVES FOR 12 INCHES AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER 12 INCHES. 9•INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED INDICATED IN BLACK PAINT ON THE 2 X 4. 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAIL BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED I I 2. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER a II DRAWINGS, SHALL BE EITHER MECHANICAL BOLTED -TYPE OR NOS. WASM 1, WASM 2, WASM3 AND WASM5. SERVICES SHALL BE FIRE SPRINKLER CONTRACTOR. i CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO o PUSH -ON RUBBER RING GASKET -TYPE CONFORMING TO AMERICAN A MINIMUM 3/4 INCH. THE CITY OF AUBURN WILL INSTALL THE 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED N1TH , CONSTRUCTION. METERS. FORMULA WAD-Y1 (YELLOW) 15 FEET EACH SIDE OF ALL FIRE 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO �) NATIONAL STANDARD A-21.11. 5. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90 DEGREES BENDS AND SPECIAL CIRCUMSTANCES, CONCRETE HYDRANTS, AS DIRECTED BY THE CITY. , ; ALL THE CONNECTIONS TO THE EXISTING SEWER MAIN WTH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR o � SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WABL-1. 17. SIX AND FOUR INCH DIAMETER WATER MAIN SHALL BE AWWA CLASS TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, Z II TO WHICH CONNECTED, AND SHALL CONFORM TO ANSI 50 DUCTILE IRON PIPE. ALL FITTINGS SHALL BE CLASS 150. BACKFILL AND PAVEMENT RESTORATION. l SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF 18. CONTRACTOR SHALL INFORM THE ENGINEER OF ANY DEVIATION IN 4. ALL SANITARY SEWER PIPES SHALL BE PVC SDR 35, OR 111 6. HYDROSTATIC TESTS ON THE NEW PIPE SHALL BE MADE IN MAIN. SEE STANDARD DETAILS WAAR-1 AND WABO-1. THE CONSTRUCTION OF THE WATER MAIN FROM THE PLAN. CONTRACTOR APPROVED EQUAL. ACCORDANCE WITH THE PROCEDURE FOR WATER PRESSURE SHALL CONTACT THE ENGINEER AT THE TIME OF WATER SERVICE INSTALLATION Ex FIRE HYDRANT TESTING WATER LINES AND THE LATEST PROVISIONS OF AWWA C 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD IN ORDER THAT STATIONING OF CORPORATION STOPS CAN BE RECORDED. I II 800, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY DETAIL WAFH-1, AND SHALL STAND PLUMB. SET TO FINISHED LOCATIONS OF WATER MAINS, BENDS, FITTING, VALVES, HYDRANTS AND 9 f I I TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 WATER SERVICES etc..., SHALL BE NOTED ON THE AS -BUILT '1! I II AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE INCHES FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES. THE PUMPER PART PLAN IN ACCORDANCE WITH CITY REQUIREMENTS. SUPERVISION of THE ENGINEER. PRESSURE TESTS SHALL BE SHALL FACE STREET OR FIRE ACCESS. i i I II I ? RRE SPRINKLER NOTES: w o (TYPE tl) I m 1 MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTION TO EXISTING I a !*, `� FMtE i ,s AC --It� 1. FIRE SPRINKLER LINE REQUIRES A SEPARATE IE N-I�iPJA N p MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. HYDRANT I DETAILED PLAN AND APPROVAL BY THE FIRE E 36.1CColic Nc haB EXIST. ZONE: Ci-.3 .. ZONES C-3 11 _ ZIE; ST. ISAN., RLUMIN NHa MARSHAL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. 1 45' BEND MJXMJ i1 J409. 3 "U' 1 THRUST BLOCK ILATipT=247 2. FIRE LINES SHALL BE CONSTRUCTED BY A LEVEL °- EXIST. ' �� z - -- - UNDERGROUND CONTRACTOR. VAULT I r • ' n Ge,G. ._ ❑ S W0T2d E � , 392.OD' _ _ - _ _- _ _ _ � F y...__.._..............1 - - _ ... o ._....,..LOCH IIIAINAIRE' kET. rr I tf� , , , ELECTRICAL 1RANSF. _ -- •. 1 AND JUNC ON, BOXI POWER NOTE: II FI.D.00C 1. POWER TO BE RELOCATED BY PUGET SOUND ENERGY. N j I � 2-6" SS (P.O.C.) FOR SPRINKLER NKLER SYSTEM TO t + f 1 45' BEND MJzMJ 1 c u l I I I II SET "PK" NAIL IN SIDEWALK u (SEE MECH. PLAN) SEE PLAN FP-1 OR CONNE - WATER CHECK 1-1 _ ATER 1 THRUST BLOCK I LEV.. 54.98 & BACK VALVE \ 1 45' BEND MJzMJ j Z' GAS P.O.C. iMNLOCK ` 1 THRUST BLOCK v m I (SEE MECH. PLANS) (2)1 JONPERS o ,L �\ 1 45' BEND MJxMJ , >r I , I I S 5�, JC+ , I'IH1F1 ' ba �' 1 THRUST BLACK a II I E C _ NTE - RTYZ 073 ppp , FLOOR r 6 GV _ ss ` '' a q"ocar r'0 1 6 SS I DRAIN 3 I I o$ IQ Ems" WA o r I I rz FIRE HYDR T r SEPARATORC 6 o i 45 BEND MJxM �'^ i ' ✓ ... ,tl' s'^` "' u 1jlu I APPROXIMITE LOCATION : i1 OF CAPPED IwERs. i ,' 1 THRUST B EXACT LOCATTIONN AND SIZE NOT KNOWN. � (SEE WAFH- AFH-2) 1 22.5' BEND MJXMJ w w DEFLECT AS '' •c ,'� tt I 1 {{ Io 1 THRUST BLOCK -CIA NECESSARY tl " __._- .GATE (MIN. COVE R) TRENCH i I cw,wECT'T4 EYAsrss f I e., DETAIL C 7 - �lI I I O sru6 tE So.93 ' VALVE WATER SERVICE PE _ ' I Ilk, CITY DETAIL L r I1 BY Ex+ ( OTHERS) I 1" WATER METER PER \' �Ii IEASEMENT 5o WATERLI E C.O.A. STD DETAIL W M- v 4i VA T 41' va IRR ATI DEDUCT WATER Agar , . . GRAPHIC SCALE NEW R (SEE AND APE PLANS) --._. - ''1 P IJ , ��J , � 20 0 X1 20 40 EO z 5,' z 2i 1 Aren �� 3ssn' _ - - •- In - VAI1�T5E/jSEMEN '•_ !r F,. nix xnq.c r ', ,� TI 1.1% -80X to ( IN FEET ) II , \ '' .VERIFY ner��.mx•�ns I beL TE (Bp OTHE ) 1 inch = 20 ft. a = POLE I REMO OF N"' --_. _ .. _. _ OIL TA UTILITY CROSSI ` , ', +•- _ �', .�, / EXI$T1 LIGHT be LOCATE -BOX to ; ', FAG# 0038-99 GRA# 0039-99 it \(UG) SEE PROFILE SHEET C-8 ■ r; TEL. �® EXIST. T S. (By q'IFIERS) , , 'APPROVED' - --- 13+DI) J-BOX to � r THENS ARE FOR CONFORMANCE WITH SC TYAOF q'q - -- ...-_--- - _�ELOC _-- r 14+(X) , i RELOCATED / 15+00 I I NaM ' ___1--;-- THE I A ENGINEERING DIVISION 'S REOU I REMENTS.ICL N = E ST. SAN. tlIN EXIST. W METER POLE _ -_---- _ • ---- o - ` - ----- 5 -0d------StWER4M1ANHOLE ---- L,y -32 I rl --------- __-, o b�,�MOVED 4221 -TiXALT�E0CA1'I '0F'GA$_..____ " ___-_-_(B-Y OTHF�RS)________ . _ , -ar,Y �AWA,Aw-.-----__..-.__ ELOCATE POWER PDCE-`"- _ RM & GUY /B'_ �RQ5511 " i = 55.22 LINE TO RIFIED BY __ - _ -UTIL Ty -CROSSING _ WIRE TYP. -(BY OTHERS) ---- -- --- --- - ---- -- s EXIST. POWER EXIST. POWER ". „ �' � `� , ----�-------- 15+f1 94 A r . D.bw• S X B TTf= I,I 48.12 I,i CONj[iW TOR ( ) _ - BY 0 RS _ i� �� MIN. OVER REQUIREMENTS �� N.E. » ----- --__ + e -----w Polf f A6 U G • 4 ri --- to be REMOVED lobe M Vib .y__ _ _____________A_1\__. _H__ y __ _____ - APPROVED BY: r. x i� STORM SEWER �; a I i�� _ ® CATCH BASIN dppAL -_�- (BY OTHERS) (BY OTHERS) �RI --g�4,9p5 DATE APPROVED: J0�2i J60 / i 8" W/ HOT TAP E- XII%--_---1 I �E4g 30' CNC N=46. 9 II iw=L �q--' H ZONE: C-3 11 CONNECTION SEE VAULT - _ REcoaO oRAWNc CERTIFICATION I I 1055 5=� 1S 11 CITY DETAIL I I ZONE: R-4 THESE DRAMNGS CONFORM TO THE CONTRACTOR$ > CB (TYPE 0) 11 �vmL_--- 11 I I ,\ LUMNAIRE CONSTRUCTION RECORDS. m m a E POWER T. I � POLE f €-ice EXISTING SSMH 409-36 KAii J-Box! W I IE CNC 5=49.61 __.. ._ _,.___-N-_..__. _.. _... RIM .._.__.__._ - - A UMNAIRE I I , I - ._ --_._ DALE: � 15" I I IE 15' cNc NE-5o.sa BOTTOM = 51.85 I I � _..._... _._..._..._ _.-_._ .- ______._. .... _._ _ z w p x Ly= EXISTING BUILDING AUBURN RV" i ' I B1LE/POa110N m Q 3 m' , I I E7051•,G RFSMAAL 111.111.011100 ExSrMG RESIDENTIAL BUAIDNG I I a i I CONFIRMED BY CITY: DATE: J 0 ut WA G � � DRAWN BY DATE REB DO-08-0HEET SCALE: TIRES LE5 SCHWAB �� C®P'6S�P'4�C�U®P°0 Co.�®ESIGNED m ` o BY W-08 NECKED BY HORIZ. 1" - 20.0' VERT. • Consulting Engi„�FS 1201 Third AvenE,t4. Suite 900 WN.M�� PRNEVIC_LE, OREGON NORTHWEST'S 541-416-5162 541-415-5133 tax LARGEST AUBURN LES SCHWAB TIRE CENTER C-4 01'n-a Tsar A,�BufLT' ,ZfvIf4JUf A/S V1591 la SY C.o+fR' 6mg 2 8-08-M JGM MRS RJL REVISED PER CITY COMMENTS (7-26-00) JOB NO.: n Gi 2,�9 ISTaad° �` RJL Seattle, Washington 98101 WITH TIRE CENTERS LOCATED N� INDEPENDENT TIRE ENT CFEGCN_WASHNOTON-DAHO 1 05-29-00 JGM MRS RJL REVISED PER CITY COMMENTS (3-22-00) w x roxA4 APPROVED BY (206) 622-5822 Fax (206) 622-8130 DEALER CALIFORNIA-MCNTANA-PEVADA WATER, SANITARY SEWER, UTILITY PLAN 4 of g N0. DATE BY CND. APPR. REVISION exrm® e/,/a 24'x36" PF fi 02b q oP !_� 01D161S 01l09 1' (TYP.) SEE PLAN VIEW FOR 4" WHITE STALL STRIPE (TYP.) 0 N .090" ALUM. SIGN AS PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES JR7-8 — GALV. STEEL POST SIDEWALK CURB U 3 0 3" MIN. ALL AROUND SELECTED BACKFILL MATERIAL J< a _ m w Z = ¢ z o � 3 x N m � w x m ¢ J J Y 2 08-08-00 JGM J w mo ro 1 05-29-00 JGM z x NO. DATE BY SIGNAGE AS PER STATE REQUIREMENTS (SEE DETAIL THIS SHEET) l It STALL TYPICAL HANDICAP SIGN MRS RJL REVISED PER CITY COMMENTS (7-2 MRS RJL VISED PER CITY COMMENTS (3-2 RE CHD. I APPR. I REVISION EXTRUDED CONIC. CURB OR CONIC. WHEEL CHOCKS (SEE SITE PLAN) ACCESSIBILITY SYMBOL SEE PLAN VIEW FOR SLOPE e p p O•• p.p O s p p.p •p.p •p.e p.e e•°re•°.e p. •p. •p. •p GRADE LANDSCAPING AS PER SHEET C-3 EXTRUDED CURB TYPE 6 PER WSDOT STD. PLAN F-26 SEE SHEET C-3 FOR LIMITS ACP SEE SECTION C OR D ATB SEE SECTION C OR D CRUSHED STONE BASE SEE SECTION C OR D COMPACTED SUBGRADE TYPICAL CURB LANDSCAPE SECTION BBB NTS C-5 IA ILHIAL LXI;AVAILU hHUM " TRENCH TO BE PLACED GAINST TOE OF BALES ND COMPACTED WALL OF DRAINAGE DITCH CSTRAW BALE STAKE SET BALES 4" DEEP IN TRENCH L, w o AND EXCAVATED TO o < WIDTH OF BALE l✓ w ��3 U OON W1 WATER TIGHT o 0 0 0 0 0 o SEAL,TYP. o 0 0 0 0 0 0 0 0 0 12" PVC SDR 35 0 0 0 0 0 0 00" 0 0 0 0 O O O O 0 O o 0 o 0 Q ^ 0 0 0=0.69 CFS, 2 YR- 24 HR STORM o a o 1 �000 L 12"z16%16" PVC TEE W/RUBBER GASKET JOINTS 16" RUBBER GASKET PLUG W/2.00" DIA ORIFICE — SILT BARRIER DETAIL 4 NTS C-5 DRAWN BY DATE SCALE: REB 08-08-00 D NED BY HOR I Z . AS NOTED Consulting Engineers RS 08-08-00 CHECKED BY VERT. 1201 Third Averxje, Suite 900 RJL OB 08-00 JOB N0.: Seattle, Washington 98101 APPROVED BY (206) 622-5822 Fax (206) 622-8130 f LIMITS AND PAV'T SLOPE •I•p •p.e•O. •B,e •0 •°•O •0•e •0•e •e.a•p• ✓p. 2" MIN. COMP DEPTH ACP CL B 2' ASPHALTIC TREND BASE (ATB) 6" CRUSHED STONE BASE COMPACTED SUBGRADE LIGHT D TY ACP SECTION (PARKING)C NTS C-5 OVERFLOW 48" MIN. CMP STANDPIPE OPEN EL 54.0' TOP, CLOSED BOTTOM ENCASED IN CONCRETE \ \ 36f I V �, 0 0 0 0 o a o -` )F PONDING = 53.4' ING 25 YR, 24 HR STORM) 1 1/2" WASHED ROCK GRAVEL CONE SEE PLAN VIEW FOR LIMITS AND PAV'T SLOPE 4 � C •.: p OHO:p°pa •C. •p °o•...........0. •.. % � 11v ;8" 3" MIN. COMP DEPTH ACPCL B 4" ASPHALTIC TREND BASE (ATB) CRUSHED STONE BASE COMPACTED SUBGRADE HEAVY DUTY ACP SECTION D NTS C-5 iftinkTIMIMMKIR ALL POND BERM EMBANKMENTS SHALL BE CONSTRUCTED OF SOIL COMPACTED TO 95%, PLACED IN 6" LIFTS, WITH THE FOLLOWING SOIL CHARACTERISTICS: 20% MIN. OF SILT AND CLAY, 60% MAX. OF SAND, 60% MAX. OF SILT, WITH NOMINAL GRAVEL AND COBBLE CONTENT. 1" DIA. TYP., 40 HOLES MIN.O 10" O.0 PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE 6" CONC. BASE COMPACTED GRAVEL BASE EL 54.00 BOTTOM OF \ POND = 51.00' HIGH GROUND WATER = 50.0' FAC# 0038-99 GRA# 0039-99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. em (� /� APPROVED BY: C J.diw-�� -sJI" DATE APPROVED: K%JZ SIOo RECORD DRAM111G CERT OTION TKSE DRAMBIGS CONFORM TO THE CONIRICTOR'S CONSTRUCRON RECOM BY: DATE: 1ITIF/PGSTION CDMYRIED BY OTY. AUBURN LES SCHWAB TIRE CENTER PAVING & EROSION CONTROL DETAILS DAZE: SHEET C-5 5 OF 9 24"x36' Pr n 0-6 C oc 13 0 a a P-Mm CALCULATIONS FOR OIL/WATER SEPERATOR SIZE COORDINATE FLOW RATE 6 GPM (TWO HOSE BIBS) ' 6 8" POINT LOCATION MIN. DETENTION TIME = 60 MIN. MIN. VOLUME = 6 GPM X 60 MIN = 360 GAL. A 1-3" A USE 450 GAL OIL/WATER SEPERATOR FIBERGLASS HOLD-DOWN LEAK TIGHT CHANNEL HATCHES (TYP.) - - - -t ® r - - - - 6" OUTLET PIPE WITH SAMPLING TEE FINISH GRADE EI ACCESS HATCH /,</V�/.A/.A!� PLAN VIEW GENERALNOTES: I 1. ALL BAFFLE/WEIR PLATES TO BE MILD STEEL GALVANIZED 2. CONTRACTOR TO: GROUT IN ALL PIPES. SUPPLY & INSTALL INLET & OUTLET PIPES - (INCLUDING PIPE ELBOW & SAMPLING TEE). FILL W/ CLEAN WATER PRIOR TO "START UP" OF SYSTEM, VERIFY ALL BLOCKOUT SIZES AND LOCATIONS. 3. COVER SHALL BE RATED FOR HS-20 LOADS W/ 30% IMPACT 4. OIL WATER SEPARATOR SHALL BE MANUFACTURED BY PIPE INC., UTILITY VAULT COMPANY OR AN EQUIVALENT AS APPROVED BY THE CIT OF AUBURN. OUTLET I.E.= 54.45 = 8" GV � < o OUTLET WEIR OIL RETENTION BAFFLE 3 COALESCING MEDIA 8 INLET I I E.= 54.60 6" INLET PIPE WITH ELBOW INLET WEIR `J ELEV. = 51.45 SECTION A -A OIL/WATER SEPARATOR i SCALE: 3/8" = 1'-0" UTILITY VAULT MODEL NO. 660-SA OR APPROVED EQUAL WLET TO DETENTION ROUND SOLID COVER MARKED "DRAIN" OUTLET WITH LOCKING BOLTS FRAME &LADDER OR STEPS OFFSET RIM = 56:3 ADJUSTMENT BRICK (4" MIN, 16" MAX) S 6.19 STANDARD GALVANIZED • MIN STEEL LADDER/STEPS 12" O.C. TOP OF CAP = 55.0 8" IE = &i59 51.1-0 PIPE SUPPORT(S): W/ 5" HOLE 3x.090 GAGE BOLTED OR IMBEDDED PIPE TO DETENTION _ 2" IN WALL AT MAX. IE =�F9? 12 3' SPACING MIN. " 51. 10" MIN ONE SUPPORT INLET PIPE PIPE GW EL. = 50.5 FROM BIOSWALE DESIGN STORM Q IE = s59.24 � 2 YR .15 r'RUBBER CFS yq.gq 10 YR .53 CFS 025 YR .70 CFS 100 YR .84 CFS WITH SKET JOINTS 00 SKET PLUG ORIFICE IE = A" 47.74 54"0 TYPE I] CATCH BASIN m CONTROL STRUCTURE w z = m SCALE: 1" = 2' 3 m o � = N w J m ¢ J x 3 09-12-0f 76rt AS-BuILT REvgjj f A5 VEAIFtEV 6V Cwj7XA(.1DR. J 2 08-08-00 JGM MRS RJL REVISED PER CITY COMMENTS (7-26-00) &i m M 1 05-29-00 JGM MRS RJL REVISED PER CITY COMMENTS (3-22-00) z x NO. DATE BY CHD. APPR. REVISION 24"xM" FF � OL6 6.F 3 DRAWN BY DATE SCALE: REB 08-08-00 I GNED BY HUH I Z . S 08-08-00 CHECKED BY VERT. RJL 08-08-M JOB NO. TOP OF WALL 8' r SWALE PT. 1 KEYSTONE STD. UNITS (ALONG 26TH STREET NE) /-- BOTTOM OF WALL II 1 6 MO.24 HR 1 DESIGN STORM 0=0.2� CFS � DESIGN DEPTH =0.25' 2.5' GRASS SEED MIXES SUITABLE FOR BIOFILTRATION SWALE TREATMENT AREAS* USE FOR SLOPES > 1% MIX 1 MIX 2 75-80 PERCENT TALL OR MEADOW FESCUE 60-70 PERCENT TALL FESCUE 10-15 PERCENT SEASIDE/COLONIAL BENTGRASS 10-15 PERCENT SEASIDE/COLONIAL BENTGRASS 5-10 PERCENT REDTOP 10-15 PERCENT MEADOW FOXTAIL 6-10 PERCENT ALSIKE CLOVER 1-5 PERCENT MARSHFIELD BIG TREFOIL 1-6 PERCENT REDTOP NOTE: ALL PERCENTAGE ARE BY WEIGHT. SOURCE: CITY OF AUBURN CONSTRUCTION STANDARDS BIOFILTRATION SWALE 0 Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 NTS 2"z2" WOOD STAKES FILTER FABRIC STAPLED TO STAKES 0 6" O.C. WITH 1/2" MIN. LENGTH STAPLES GRAVEL BACKFILL FOR DRAINS BURIED FILTER FABRIC CATCH C FIL MIF OR CATCH BASIN PROTECTION DETAIL 60 N. MIADW HM. .. • LARGEST«- . _. IIN.- E _ TIRE CALFUM-MIMAM-NEVAIDA DEALIER OUTLET TO DETENTION CONVEYANCE/ DETENTION INLET 48" 0 TYPE 11 CATCH BASIN W/ SOLID COVER Y 12" CONVEY PIPE INLET IE =-&&e 53-11- 12" OUTLET TO DETENTION IE = 34-33J 53.ao ,,` I / / CONVEYANCE INLET OUTLET TO SWALE TOP OF PAVEMENT EL. Wr-5 56.30 I OVERFLOW 55.0 I 6 MO. 24 HR DESIGN STORM 0 =.26 CFS I (8") OUTLET TO SWALE III RESTRICTOR PgATE WITH 2-7/8"0 I ORIFICE ELEVATION DIVERSION STRUCTURE SCALE: I" = 2' 3' MAX. IE = 53.06 5-07 12" CONVEYANCE PIPE INLET y'JE = 3313 FAC# 0038-99 GRA# 0039-99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S `�1„� 11 REOUIREMENTS. �JL\DN APPROVED BY: DATE APPROVED: ioJL&LOO RECORD DRARRIC CERTRICATDN THESE DRAWLS CONFO 70 1HE CONWACW CONS71UCTO RECORDS Br. DATE: ➢T14/POSTDN CONDRIED BY CITY: AUBURN LES SCHWAB TIRE CENTER DRAINAGE DETAILS 01 p 16 Zg O `l09 DATE: SHEET C-6 6 OF 9 S.E. 26th R.O.W. z Er a I C) 3 U X TRENCH ° 11A W � BACKFILL 1' � PIPE BEDDING F4'W�; �6" 1, 8" W 6" WATER TRENCH DETAIL CURB ASPHALT SURFACE SUBGRADE PER DOWEL W/90' HOOK TO MATCH SIZE AND SPACING OF CMU VERT REINF. ALTERNATE HOOK #4 ® 12" OC TRANSVERSE BOTTOM BARS — M m w 2 6 m O � 3 = N W m J a 2 JGM 1 05-29-00 JGM m W x NO. I DATE BY a 3 z 1- PAVEMENT SECTION AS PER PLAN 12" MIN. SELECT TRENCH BACKFILL MIN. MIN. PAVEMENT SECTION AS PER PLAN PIPE BEDDING COMPACTED SUBGRADE GAS TRENCH DETAIL NOMINAL 8" CMU WALL, FULLY GROUTED W/ #6 0 48"OC VERTICAL REINF AT CENTERLINE OF WALL J5 HORIZONTAL REINF IN BOND BEAM AT TOP AND BOTTOM OF WALL, AND AT 48" OC (MAX). LAP BARS S-0" AT SPLICE LOCATIONS. 30". AS REQUIRED FOR LANDSCAPING W U a o (3) #4 CONTINUOUS BOTTOM BARS. LAP 1'-10" AT SPLICE LOCATIONS Th O I 2'-9" xl'-Ow CONTINUOUS WALL k CONCRETE FOOTING TYPICAL SOUND WALL DETAIL 1"=1'-O MRS RJL I REVISED PER CITY COMMENTS (7-26-00) MRS RJL IREVISED PER CITY COMMENTS (3-22-00) CHID. APPR. REVISION KEYSTOI ARRANG OPPOSII DRAWN BY DATE SCALE: REB O8-0 DE81 GNED BY IHORIZ, ONEEMENNI; 1: 11 e: • SOUND WALL DETAIL @ SWALE ffM* Consulting Engineers 1201 Third Avenue, Suite 900 Seattle. Washington 98101 (206) 622-5822 Fax (206) 622-8130 5'-8' 1 17' 5' 5' VARIES TO I SIDEWALK MATCH EX. I PAVEMENT EXISTING ACP- SAWCUT EXISTING PAVEMENT4 1 Q 3" MIN. COMPACT DEPTH ACP CLASS B Q2 4" MIN. COMPACT DEPTH ACP CLASS E O3 8" MIN. COMPACT DEPTH CSBC Q4 SIDEWALK PER CITY STD. DTL. STSW-2 05 CURB k GUTTER PER CITY STD, DTL. STCG-1 TYPICAL ROADWAY IMPROVEMENT SECTION �1 STA. 10+27.0 TO STA. 14+98.0 NTS C-7 Notes: 1. Concrete masonry units shall be Grade N, Type I, moisture controlled. Assemblies shall have a minimum compressive strength of I m = 1,500 psi. Walls shall be solid grouted. 2. Concrete Masonry design stresses are in accordance with UBC Section 2107 "Without Continuous Special Inspection". Special inspection is not required. Masonry has been designed to stress levels that have been reduced by one-half of the allowable values. 3. All mortor shall be Type S and shall conform to UBC Section 2102 and 2103. 4. Masonry grout shall conform to UBC Section 2102 and 2103. Grout shall conform to proportion specifications of UBC Table 21-B. Mortar sand shall be used. THIS SHEET 5. Masonry reinforcing steel shall conform to UBC Section 2102.2.10. Deformed bars shall be Grade 60 and shall be securely placed in accordance with UBC Section 2104.5. ANDSCAPING 6. Concrete work shall conform to all requirements of Chapter 19 of the UBC. Concrete mix shall hove minimum fc' = 2,000 psi at 28 days. The mix design shall be in conformance with UBC 1905. 7. Concrete shall hove water/cement ratio not exceeding 0.48. Ratio shall be measured by weight and shall be based on the total cementitious material. 8. Concrete water -reducing admixtures may be incorporated in concrete mix designs, but shall conform to ASTM C-494, and be used in strict accordance with the manufacturer's recommendations. CoC12 or other water-soluble chloride admixtures shall not be used. 9. Concrete field measured slump shall conform to the submitted mix design. IL 5, THIS SHEET Tolerance of slump shall conform to ASTM C-94. 10. An air -entraining agent conforming to ASTM C-260 shall be used in all concrete mixes for work which is exposed to weather. The total air content of the concrete shall be 6 1/2 t 1/27" by volume. The amount of entrained air sholl be measured in the field at the discharge end of the placing hose. 11. Concrete reinforcing steel shall be ASTM A-615, Grade 60 deformed bars. Reinforcing shall be supported as specified by the CRSI Monuol of Standard Practice, MSP-1. Reinforcing steel shall be detailed in accordance with "ACI Manual of Standard Practice for Detoiling Reinforced Concrete Structures," ACI 315, TIRES LES SCHWAB NORTHWESTS LARGEST INDEPENDENT TIRE DEALER LS Consiructoon Co. 646 N. MADRAS HWY. PRNEVILLE, OREGON 541-416-5162 541-416-5133 fax W r H THE CENTERS LOCATED IN: OREGON-WAS-NNGTON-IDAHO CALFORMA-MONTANA-NEVADA FAC# 0038-99 GRA# 0039-99 THESE PLANS ARE "APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S .�-A REQUIREMENTS. ili`�YY' APPROVED BY: .C_ J..L.-� r.�i4 DATE APPROVED: Jy JZ, r; oo RECORD DRAWING CERTN1CAnON THESE DRAWGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: RTLE/P STO CONRIVED BY Ott: AUBURN LES SCHWAB TIRE CENTER UTILITY / ROADWAY / WALL DETAILS - DID ICo).dg DATE: SHEET C-7 7 OF 9 24"x36' PP 0Z.4. 0 = N SW 1 /4 OF StC 6, 1 21 N, K 5 t, W.M. _ II -_ l.......................................................... -... LINK FENCE - .. .... _ .. '» ............... .............� »•....» END OF EXIST. HOGYARE FENCE - - " 5 s" a.oj ""••••••"" - - - END OF EaXIST. HOGWIRE FENCE $Gk 4 T �� .. - - z x ■ x z 46 I V._ _--�, 589'0T10 E xx ` 1 392.00' X. STIR ET LIGHT I , IT■ . LE 111 1 ' I B RAM DETAIL WEIR CO.A. STD DETAIL ` �JSW-46 l SITE BENCHMARK / I DRIVEWAY I5 SET "PK" NAIL IN SIDEWALK ELEV. = 54.98 0 '' 5y.58 is — $$.tiy , AHEAILOCK I �■p , ', 0 '`fir G Z),'JUNIPERS, SS HWA ' m eD- RE C IT EPLACE EX 1 I ,-, PERTY ONIN C-73 ' Z a RIVEWAY W I ' FA' +i EW CURB,Y...m UTTER &' I� -+--. _ o . YIDEWALK OO N v 4 --TMATCH 5 940?'2R E ° . ' 2.00' 54. v — 116. V I Ili i i 'dec x I Iy I EXIST. DEWALKDRIVEWAYssSTA. 11+75SEE ILLUMINATION NOTE 2 I CURB RAMP DETAIL `� MINAI R A INET P R -� PER C.O.A. STD DETAIL STSW-46 LUMINAIRE, - X AND CONDUIT LAYOUT TYP.) 2 ■i C 0 A STD DE IL TRSL- II GRAPHIC SCALE 1 II 20 0 10 20 40 80 ,I Ii z IN FEET ) ii w 1 inch = 20 ft. I I. I c15�p6 Q I ILLUMINATION NOTES: II 1. CONSTRUCT ILLUMINATION SYSTEM PER CITY OF AUBURN STD. PLANS TRSL-1, TRSL-2, TRSL-3, AND TRSL-4. V u 11 2. COORDINATE POWER HOOKUP AND LOCATION WITH PUGET SOUND ENERGY jl TERRY WOLFE, 253-395-6912. , II 5q1. I �� e w�T EX. TREET LIGHT o : I _ 1 2 PER C.O.A. STD DETAILS TRSL-1, , ,4 f j E ■- 3 E NEW R W.� I �I ■ � F �- I ' } / ■ ■ I h 5 $C• ■ys— 1 ■ " y NEW SIDEWALK ', '2.88 ■ NEW PLANTERS I N EX. FH l S 'J■8 ' II Sti SEE PROFILE D I " ■I ITS(, !' _ ■ 55 05 :I II \f (T 12=Jkr NIT HUA UTILITY CROSSING , M N To BERR MOVED ^sue IMPROVEMENT s — CBA 14+67.91 16.0 L ■ 1 x ' 10 00 T (TYPE-1) TYPE-1) N s S SEE OFILE_ �' f C-7 N 13+00 14+00 N t _ _ SECT RIM 54.6 .._- ..__ .. .. ._.c90 — J L09MTE .. �L.■..■...■.... ... .......... -- ,� n , __i I BOXES�i•. A14.. ............. .....: ..........::::. .: :.:. :...:: = _ D6TA 10400 TOP SIGN _ BOXES t° b ■ ..... .... .. . ■ .... ■ .... :. ,, .. s15+h� 94 ONNECT TO EXISTING Da 2.50 S UTH OF I I: ni � .. RELOCATED 1 ._. .... ......... _. - --__.. __... _ .: �)�Rs't'1,1f(It ''11 i i, _ " SAWCUT LINE O O CAP FOR _ �� ,, .... -1-._ `_- BOXES to be _-.. _.._. REMOVE EXIST. L q,.. RI OM4.96.._. _---- MONUM NIT IN 55•p /i i pn22 �p 26th S STREET N.E. FUTURE USE EXISTING RELOCATED / ® (LOCAL NON-RESIDENTIAL) GUTTER & SIDEWALK \ N CAS 6^W SAWCUT LINE \ SD H U ILITY CROSS NG 11 -- - -- -^ CAP FOR FUTURE 2a 6 5=49.0 S E PROFILE %, -- _ _ E 3D CNC N-48. CB (TYPE 1I)-- EXIST - - USE RIM-55.53 \ n ZONE C-3 IF. ,n" mr. ¢=9A n �� T7r1NF: R-d CRIME. EXI STOP SIGNFr WIRING SCHEDULE: RUN Z� N0. CONDUIT CONDUCTORS 1 2' GALVANIZED 2 NO. 8, 1 NO. 8 GRIND 2 2" PVC 2 NO. 8, 1 NO. 8 GRIND 2 2" GALVANIZED 2 NO. 6, 1 NO. 6 GRND LUMINAIRE SCHEDULE: LUMINAIRE NUMBER STATION, OFFSET POLE HEIGHT MAST ARM WATTS LIGHT PATTERN 1 STA 10+60 21' LT 35 6' 150 M-C III 2 STA 12+66 21' LT 35 6' 150 M-C M 3 STA 14+64 21' LT 35 6' 150 M-C IN FAC# 0038-99 GRA# 0039-99 THESE PLANS ARE 'APPROVED" FOR CONFOIWWICE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. /J APPROVED BY: DATE APPROVED: /0j25%0 RECORD DRAWNG CERTINCATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: RTLE/PO4TION COOW BY CITY: DATE: ,,, !ti xm ,. ', LEIS �D` �T .Asa, �o o� fi`� y "■ ■AO■■ I_ 6d UKAT11'1 DT umIt REB 08-08-0 a�MLL HOR I Z . V = 20.0' VERT. • corTsl,lting Engineers 1201 Third Avenue, Suite 900 TIRES LES SCHWAS LS Consl ucJC on Co. PFU N. MADRAS GON NORTHWESTS 541-46-562L541-441 � fax LARGEST WITH TIRE CENTERS LOCATED IN: INDEPENDENT AUBURN LES SCHWAB TIRE CENTER SHEET � _ g D IGNED BY RS 'CHECKED BY RJL 08-OM 3 09-IL-01 G.T L&I'l-REvISmNr Y VERIflev 8V LAV794cm?, r 2 8-08-00 JGM MRS RJL REVISED PER CITY COMMENTS (7-26-00) JOB NO.: , Of 1 05-29-00 JGM MRS RJL REVISED PER CITY COMMENTS (3-22-00 z X NO. DATE BY CHO. APPR. REVISION Seattle, Yvc, n gton faa CM) 622-5822 Fax (206) 622-8W TIRE OREOO 1-WASI INGTON-IDAHO DEALER CALIFORINIA-MONTANA-NEVADA 96TH ST. N-F. TMPROWWNTS / TI I WMATTON PI AN 8 of 9 24"x36" PF4 C26 6 c Ot D I CAS 01joq N 2 d U wCD s � S X ,X�iFP � CD 60 AGBI�iN WAY : . ... ... f ... ... ........ .......... ..... 60 .................. .... NEW LES SCHWAB ... ........ ...: ................. .. .... .. .. TIRE CENTER : .... .. .. ... "!" STR EET . I. IST GRADE: EX58 I t.......... .... . ..... ...:. . ... ... I::: .. .: .. .. PROP. GRAD .: L N ... ... . 61 .. .. :. ... . .. ... .... ... ... 2 9 �.. I 56 .. . .... ...... ................ ........... ... .... ...... ... .. .. ........ ... .. ...... .......... .. .. .. .. ... .... ....... ....... ..... ... ......... ... I ... ..... .... . 56 . ... .: ..::::. 54 . .............. .. :..... .... ........ .......: : ... ...... ...... ..... ... .. .. .i .. .. .: ... .. .. ..... — _ .. .. .I. — .... —-.--- 54 .... .... _.......... SD EXIST.. 30 $D ... ... ... S=0,= 12' 52 1 ...................... ..... ...................:...... L:.. .......... ...... ........ .... 52 .... .... .... .... .... .. .. ..; .... .. .... .. ..: ... ... HGC 180 LF WAY: plpE -ARCM S=0 0� .. .. HGL:: . .. ...... _ 11j:LF 64'x43"pPIPE-ARCH :S ,0.0 -, .. ... .. �: EXI$T. WfR 50 .. . ... .: ....... ................................................................................................................ [.:.. . 50 ....... ....... ...... ....... _ . ...... ...... ....... ...... ... .... ... ...... ...........:.........:.........:.........:....... .:.........:.........:.........:........ ....... ...... ....... .. .... ........................................................... ...... ... ..... .. .. ....... .... ... . ... 48 ....... :.. .. ... ... ... ........................ ....... .... ... ........................ 48 10+00 .... 11+00...................:.............:...............:... .... 12+00....................................:..........::......13+00 14+00 15+00..... ...... . 2 108-08-001 JGM I MRS I RJL I REVISED PER CITY COMMENTS (7-26-00) 1 105-29-001 JGM I MRS RJL REVISED PER CITY COMMENTS (3-22-00) NO. I DATE I BY I CHID. APPR. REVISION 24"x36" PF� 024 ')oc 3 SCALE: 1=20-H - 1=2-V 60 ... ... EXIST.: GRADE :::: ::::::::: :.. . 60 ....... STH : T.: N:.:........ NEW LES ;SCHWAB : : € :.:::: 58 2 1 :...' TIRE: CENTER .:......:.. ... .::.... PROP. GRADE .:.:....:...::.......... �....... Z 5 1..... ...iK 58 .. F_�:50 .. ... .. . . f . LOW PONT:: . . z� .............:........ Sb' 04' 56 56 .......................... ... . :.. . Q �.. -�T 54 :..........::::::: ::::::: :...........:.........:.........:.........:..... .-.54 ::::::: ::::::: ::::::: ::::::: .;. . ::::::: ::::::: ::::::: ::::::: 52 :. ........... :........ .............. .. .: 12 SD 0 52 .: .: .. I J .......:. ... .. II.. HGL . _ E1QSf. GAS lE 8'W E . SCALE: 1=20-H - 1=2-V DRAWN BY DATE SCALE: REP OS 08-00 SIGNED BY HORIZ. 1" = 20.0' Consulting Engineers TIRES LES SCHWAB LS Construe lion Co. 646 N. PRMEVRIE, OREGON VERT. NORTHWESTS 2 1541-416-5162 541-416-5133 fax JOB N0.: 01 Third Avenue, Suite 900 LARGEST Seattle, Washington 98101 INDEPENDENT R (206) 622-5822 Fax (206) 622-8130 DEALER WfTH TIRE CENTERS LOCATED IN: OREGON-WASFONGTCN-DAFIO CALIFORNIA-MONTANA-NEVADA FAC# 0038-99 GRA# 0039-99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S -,,,,• REQUIREMENTS. APPROVED BY: D-b� DATE APPROVED: (012,Yj&0 RECORD DRAWNG CERTIFICATO THESE DRANMGS CONFORM TO THE CONIRACTOR'S CONSTRICTION RECORDS BY: DATE: WTLE/PMTI M CONITIM BY CITY: DATE: AUBURN LES SCHWAB TIRE CENTER SITE SECTIONS o1 0 16)�8 SHEET C-9 9 OF 9 o Lio9 PROJECT DATA Project Nome,. Les Schwab Tire Center Auburn, Washington Project Address: 2604 Auburn Way North Auburn, Washington 138002 Legal Description: [ AS PER LOT LINE ADJUSTMENT - City of Auburn File No. LLA-0003-qq] ALL THAT CERTAIN REAL PROPERTY 51TUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WA.SHINGTON, BEIN& A PORTION OF THE WILLIAM BRANNAN DONATION LAND CLAIM NO. 37 (D-L-C- NO. 51), IN THE SOUTHEAST QUARTER OF THE 5OUTHWEST OUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: GOMMENGIR5 AT THE NORTHWEST CORNER OF SAID D-L-C. NO. 51; THENCE, ALONG THE CENTERLINE OF AUBURN WAY NORTH (STATE HIGHWAY NO. 5) AND THE NORTHERLY PROJECTION THEREOF, 50UTH OOd4251" WEST 1340.20 FEET; THENCE, SOUTH Bgd07'20" EAST 55.00 FEET, TO THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF AUBURN WAY NORTH AS DESCRIBED IN DEED TO CITY OF AUBURN RECORDED UNDER KING COUNTY RECORDING NO. g501271112 AND RECORDING NO. g503290202, WITH THE NORTH RIGHT-OF-WAY LINE OF 26TH STREET N.E., BEING THE TRUE POINT OF BEGINNING OF THE HEREIN -DESCRIBED PARCEL OF LAND; THENCE, ALONG SAID EAST RIGHT-OF-WAY LINE, PARALLEL WITH AND 35.00 FEET EAST FROM THE CENTERLINE OF AUBURN WAY NORTH, NORTH OOd4251" EAST IgO.00 FEET, TO THE NORTH LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED AND RECORDED UNDER KING COUNTY REC.ORvINb NO. -1210060500; THENCE, ALONG SAID NORTH LINE, SOUTH 8gdO7'20" EAST 3q 2.00 FEET, TO THE MST LINE OF LOT 2 OF AUBURN 55HORT PLAT NO. 5PL-0010-47, RECORDED UNDER KI N6 COUNTY RECORDING NO. g7111g086; THENCE, ALONG THE WEST LINE OF SAID LOT 2, NORTH OOd4255" EAST 4.42 FEET, TO THE NORTHWEST CORNER OF SAID LOT 2; THENCE, ALONG THE NORTH LINE OF SAID LOT 2, NORTH 86d27'21" EAST 65.17 FEET, TO THE WEST LINE OF TRACT "X" OF AUBURN SHORT PLAT N0. 5PL-0010-q7 (BEING ALSO THE WEST RIGHT-OF-WAY LINE OF "I" STREET N.EJ; THENCE, ALONG THE BOUNDARIES OF SAID TRACT 'X", PARALLEL WITH AND 50.00 FEET WEST FROM THE CENTERLINE OF "I" STREET N-E., 50VTH OOd4353" WEST 13q-21 FEET; THENCE, SOUTHMESTEGRLY 47.20 FEET, ALONG THE ARC OF A 50.00-FOOT RADIUS CURVE, CONCAVE TO THE NORTHWEST, THROUGH A CENTRAL ANGLE OF g0d08'41"; THENCE, NORTH 8gd07'20" WEST 32.55 FEET, TO THE 5OUTHWE5T CORNER OF SAID LOT 2, AND THE WESTERLY NORTHWEST CORNER OF TRACT "X"; THENCE, SOUTH OOd4255- WEST 50.00 FEET, TO THE NORTH RIGHT-OF-WAY LINE OF 26TH STREET NE,; THENCE, ALONG SAID NORTH RIGHT-OF-WAY LINE, PARALLEL WITH AND 30.00 FEET NORTH FROM THE SOUTH RIGHT-OF-WAY LINE OF 26TH STREET NE., NORTH 8gd07'20" WEST 3g2.00 FEET, TO THE TRUE POINT OF BEGINNING_ (ALSO KNOWN AS REVISED LOT A OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-0003-qq, RECORDED UNDER KING COUNTY RECORDING NO. gg02111543). Tax Parcel Number(s): 000100-0025-00 Zoning: 03 - Heavy Commercial Lot Area: 843115 sq.ft. = lA47 Acres Dedication Area: "I741g s .ft. _ .225 Acres Net Lot Area: 74,gg4 sq'.f t. = 1.122 Acres Parking RegTuired: I per each 400 sq,. ft. = ig,51g scL.ft. / 400 inc. 30% compact stalls Total Parking Required = 441 stalls (Intl. 2 stalls reserved for physically disabled) TIRE CE (A Portion of the S.W. 1 /4, Sec. G, T. 21 N., R. 5 E., W.M. INDEX of DRAWINGS LIST of CONSULTANTS AO Al Cover Sheet Site Plan Owner: 5FP-5 Limped Partnership P.O. Box 667 GI Legend, Abbreviations, and Notes Prineville, OR 47154Ph: G2 Erosion Control Plan (541) 441-4136 C3 Grading, Drainage, 4 Paving Plan Fax: (541) 416-5488 C4 Utility Plan G5 Paving and Erosion Control Details Architect: Greg McDonald G6 DrainageDetails L.S. Construction, Inc. C7 Utiiltadway Details P.O. Box 667 C8 26th St. N.E. Roadway Improvements_ Prineville, OR g7754 Gq Site 5e6tion5 Ph: (541) 4lb-5206 Fax: (541) 416-5155 LI Landscaping Plan L2 Irrigation Plan Surveyor: F. Michael Hotes Barghousen Consulting Engineers 18215 72nd Ave. 5outh Kent, WA 45032 Ph: (206) 251-6222 Fax: (206) 251-8182 Solis Engineer: Richard A- Berquist Professional Service Industries, Inc. (P51) 3251 16TH Avenue West Seattle, WA 01811q Ph: (206) 282-0666 Fax: (206) 282-0710 Civil Engineer: Mark 5teepy KPFF Consulting Engineers 1201 Third Ave., Suite 4100 Seattle, WA 48101 Ph: (206) 622-5522 Fax: (206) 622-8130 Landscape Mike Schwartz Architect: Schwartz and Associates 812 NW 11th Sulte 200 Portland, Or, g720q Ph. (503) 227-5750 Fax: (505) 227-1658 Fire Protection Al Chabre Gbnsultant: Viking Automatic, Sprinkler Co. 5545 N.W. Front Ave. Portland, OR g7210-1580 Ph: (503) 227-1171 Fax: (503) 227-1552 Traffic Davld Johnson Consultant: Transportation Solutions, Inc. 16310 NE BOth Street, Suite 100 Redmond, WA 418052-3861 Ph: (425) 883-4134 (800) 285-4154 Fax: (425) 867-O&q8 Acoustical Eric Hanson Parking Provided: 4q standard size stalls, Incl. 2 stalls reserved for physically disabled, 4 14 Engineering McCulley, Frick, 4 611mon, Inc. compact stalls Consultant: I41203 36th Avenue W. Suite 101 Lynnwood, WA 618036-5707 Landscaping Required: 5 ft. wPh: (425) q21-4000ide Type III buffer ®each street frontage fax: (425) 0121-4040 100 sq.ft. of Interior parking lot landscaping per each 10 cars 10 ft. wide Type 11 buffers along "I" St. 4 easterly 52.5,1 [[near ft along 26th 5t. N.E. 4 northeasterly 63.11 linear ft. betneen subject parcel 4 neighboring property to north as per Ordinance s5121, Rezone Application No. RFZ0004-418) Preservation of Significant Trees Landscaping Provided: As per above Incl. 5455 scL.ft. parking lot landscaping Building M , 5-I, 4 5-3 Occupancy: Gonst. Type: Type II-N Fire Protection: Automatic Sprinkler System as per UFG Art. 81, NFPA 13 4 251P WWet systems in heated areas w/ dry systems in unheated areas) Bullding Area: 4000 eq.Ft. (Retail - let Floor) 5,915 eq.ft. (Service - let Floor) Cc+.9146q Ft. (3torcie - let Floor) 11,149 eqh. (Total - let Floor - Interior) L600 ea -Ft. ($rviGe - Ext¢;lor Oren Canor20 1934E egft. (Total - let Floor - inteirlor a Exterior) 250 eq.Ft. (111ec. - 2nd Floor) 14W eg-ft. „ (Storage - 2nd Floor) 1,110 eq.Ft. (Permanent 2nd Floor - Interior) 15,51e eq.ft. (Total - Permanent let 4 2nd Floor - Interior 4 Exterior) 3.5W eq.ft. (Pna r-r.tw" 6.L 23,109 eq.Ft. (Grand Total - let t 2nd Floor - Interior 4 Exterior) ABBREVIATIONS al.f. Above Finish Floor Abv. Above Approx. Approximately Auto. Automatic Bel_ Below Btnn. Between C1r. Clear Dbl. Double Dia. Diameter Ea. Each Eq. Equal Ext. Exterior Ft. Feet Hr- Hour Int. Interior Ibs• pounds Max. Maxlmum Min. Minimum o.c. On Center Roq'd. Req�.uired 51m. SiMllar Sq. Ft. Square Feet Std. Standard Typ- Typical u/ under u.n.o. Unless Noted Otherwlse ►I/ wlth A/C, Asphaltic Concrete Align- Alignment Alum. Aluminum Anch. Anchor 13d. Board Bldg- Building Blkg. Blocking Bm- Beam C.J. Control Joint C.L. Centerl Inc G.M.U. Concrete Masonry Unit Gab. cabinet Clg. Gelling COI- Column Comp. Compact Conc. Concrete Conn. Connection/Connector Coord. Coordinate Gt:rl. it. Control Joint Curr. Current a 10 1, �.g °-- D.S. Downspout Disp. Dispenser DtI. Detail Elor— Electric/ElectrIca I Elev. Elevation Encl. Encl osed/Enc losure Excov. Excavate/Excavation Exist. Existing Exp. Expansion F.D.G. Fire Department Connection Flr- Floor Fndn- Foundation Ftg. Footing &a. G'ouge 69p- Bd• 6ypsm Board Hdr. Header Hol. Mtl. Hollow Metal HVAC Heating, Ventilating, and Air Conditioning Insul- Insulation Manuf. . Manufacture/Manufacturer Mgr. Misc. Miscellaneous Mod. Modular Mtl. Metal Occ. Occupant P.I.V. Post Indicator Valve PI_ Plate Platt. Lam. Plastic Laminate Pin. Plan Plywd. Plywood Re inf • ROInforced/Re tnf orc Ing Res. Resilient S.G. Solid Gore 5ched. Schedule St I - Steel 5truct. Structural Susp- Suspended Sw. Switch T.S. Tube Stec I ThkJThkn'd. ThIckJThickened W.F. Wide Flange VICINITY MAP N. T. S. FAC 0038--99 GRA 0038-99 THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S 0r1'e,. REQUIREMENTS. '� APPROVED BY: DATE APPROVED: ©` RECORD DRAANG CERTIFICATION THESE DRANNGS COiFORY TO THE CONTRACTOR'S CONSTRUCTION RECORDS, BY. DATE: flipposin CONFIRMED BY a1Y. DATE LES SCHWAB TIRE CENTERS US CownV;c��. ��I�I�I�I�I�I�I 1p�l l�lp�ll l�lll� ll1111111!11111111111111lI�1111111111111111111111111111111111111111111111111111111111111 1111111111111111111111z�l�l l�l�q10 11 FALCON 11 °" 0 0 (V j } o O M z (W � l8 F-- � Q O I�I wrli rA4A.lE 1 I , I Il y 1 I ' I G I 1 I I I i ' E.or ZONE- C-3 _. _ _.. WIN ' E• �T PLANTER ` -'slayM SI w CifRESS ELD Ci DST. it-Lr,ED ---- ,11 w b Pk[`� 7 "06wft FUEL NvAa f.AO. L" iI !r -- lU.'V.ED END or EYIS WGNIRE FEJiE I 14:i- � r — I 5R w Cow. IV11.IL\- 000 t_ -ram.o- I 1 _ In A o i ES EXIMM -nRE C , 4Eri:.�E ExtiT Q � ,�- J Cx &5.N.T TE htw F 1 2 I aKTTER . ` I{{ f PROPEFiiY }Z C-3 I N•L � I l I i0 fa O'O.MREb W lv-r e• AfkAT W 1. TlnED 1 ` N I1 , - • - - T-i- 20 Aar"ALT —•--- /MKRN MEA faMM _ Y NA LAIC 01L STALLS Vene ORkIE LANE ]O 1 � M �wt .fiL«A+.T \ - ;. �\� W 6* 5'... Ay,�i..s5 LA1G u/W R RISIoe RAMS . 40 f`i RAVM cATON CrYpi -01CR Paz 1 l ?.�/ 5.5' w MEIR O' ..f 4 ' n^TMt Lime- 1 I v STD. ►ARICpUy STALLS a i CnY ,* 1 �I LE3 5UwfJT'!I8 J ._ {{ MBRN .. C) btT7. IAwcalb STALLSIra..e 5,6N ' 771 M I ror- ten re DOK tllE ' i Lrc \ ae m''►oreuwle� — rO '— -- — j j « • FeTeE IR - 25.ar ' 8 a urw E 967DT 1!n b Ft Y.o(E SIDEIVAUc I � 10' awe Olfi' , � � I®1 GtL. 1 ►eTee IrERJT REMOL'AL �. FX*4k fixE ° -- a tltl tA/r;wJ ' 1✓ rep"TION Q PrTorettt LA«T R"R O•.•• - -To cny M 5) abT UETER METER . •... _ • 7Mk OT QMIKOVQOEI4 }J wce T 1 r _ ExaT _. _ REIDGETE- 5EK SNr j t. t. NLURE FCItOi - .. - G'T SflER MIAHiiE SRELDLATE TOP 5" is r ftEMW[D fT1E V2) MST. ... - r%L l 4w- - - "_._ .. • .. 0e RELCLATEO t POLE w" CNOSSAM GU l(Q\ S l T HIRE (TTP.) I "«NiIR it.Ej(7) � STCPOt SEVER 26th STREET N.E. ' - i ® uta [>Assw id0lf-fLJ °`sEw 53 nANwa ' I 1 EXIST. ------_----_-- —__ 1 , HATER METER ---i ZONE: C-3 ' 1 , I f Ex6T 1 ' 'o'i+nuiw t i I 1 ' I EXISTING BUILDING 'AUBURN I RV' I I ' ' L �1 , SITE PLAN I' - 20'-0' - - - - - - - - 06T. KwER MULE - - . _ -:) DST, L kf 'W u k' EIAX BCKES is RVINED h. RELOCATED - PROJOE C.OImIAT to rLglm STRRT LUO«T ant FGHER VAOLT •-- A _'�------------CRUME— — EKIST MT SE.11 ZONE: R-4 FALCON i Z1 e rt rwE TTrt W , f WOYMkf N �. GERFr •A.1 � III{{{% eAse�a+r F i i I I ten I M POP VAULT Ext5T TEL. VAULT ' 1 R - Sow VAULTS n ExisT, PowEIER EASEMENT WST. LKi T J-SDi b r VALVE R7ER POLE W WG is N r REMOVED RfJTOVE abT. CURB. F I Iv 1 _ MCATERI, DIST. \ ! STOP 5" 1 UA104WRE 1 ! t )ENTIAL BUILDING i i i 1 i FAC 0038-99 GRA 0038-99 THESE PLANS ARE 'APPROVED' FoR CowoRNANCE WITH THE aTr cF AUBURN ENGINEERING DIVISION'S REQUIREMENTS, VOL abr. sAlt SLIER tV 7 RECUm Dum c altTTCATIDN ➢ Y DRAmm ONI AI TO K o01TRA ars CONSTwnm RECORDS APPROVED BY. -sDAL- A1lE/P0911a1 DATE APPROVED La cmno By att. DATE; LES SCHWAB TIRE CENTERS dS Consftuc flow Co. pl D I(LAq oyo9 VALVE ONE: -4 1/-FIRE HYDRANT 1 ER VALVES(Z) 1 ZONE: ' R-4 I E & O O Q Z F- 0 A A O a� 8y Y Al T '& q0 ._ I //d\UII III//5 xx �-CCNG 0 n OVERHEAD P0;-4ER 3 Z I ' 3-PCC I I. 4-PM:'I J:1 W 1-PCKV 7-ICC 'I ! 7-RRP 5-VD 26th SF. NE LANDS CAPE PLAN SCA _E: 1" = 20'-0" INSTALL TREE TIES TO MANUF. SPEC. TOP OF BALL ABOVE FINISH GRADE V± MULCH LAYER TO DRIP LINE, MIN. SURROUNDING FINISH GRADE X PLANTING TABLETS TO MANUF. SPEC- PLANTINGPIT, TWICE BALL DIA. N AS 5HOWN �! SCARIFY SIDS AND BOTTOM 4' N WORK PLANTING SO;L INTO SURROUNDING 5US501L L of T I PLANTING SOIL MIX COMFACTED IN V LIFTS �v / --COMPACT THOROJGaLY TO PREVENT 5ETTLING j / �--SUBSOIL INSTALL ROOT BARRIER TO PROTECT ALL PAVING, STRUCTURES AND UTILITIES WITHIN &0' OF TREE ROOTBALL NOTE= DETAIL SIMILAR FOR SHRUB PLANTINGS AND EVERGREEN TREES PLANING DETA - NOT TO 5/-ALE NOTE SEE CITY OF AURM 91111. FETAL STIR-2 FOR STREET TREE FLAWM fEDUIRE E NTS PF" 026 12�+11 ten, "t}5z;` TREE DRIP LINE OR LIMIT PER ARBORAST — NEW FINISH GRADE (FILL) - SANDY LOAM AS APP'VD WITHIN DRIP LINE - EX'G GRADE AT TREE ROOTS DRAINAGE COMPOSITE AS SPEC'D CONTINVOUS OVER ROOT AREA AS APPROVED ON EX'G GRADE, BELOW ALL FILL DEEPER THAN 4' Section at FA I I I r-su" L L/r D J /... WRAP DRAINAGE COMPOSITE AROUND PIPE CONTIMJOU5 AT EDGE FOR AERATION BASE OF DRAIN V ABOVE FIN. GRADE TO DRAIN COMPOSITE Section at Aeration Vent 2 ROOT AERATION AT F LL DETA<L NOT TO SCALE FILL AS 5PEC'D _ : OUTSIDE DRIP LINE LOCATE IN PLANTING BED AT BASE OF A SHRUB I ti l : - I FALCON 4-EAC STATE OF TYP.—13-AUG I2AMAA U] 1YA$HWGTON RE STEREO / \ \ LANDSCAPE ARCHITECT M. SCHWARTZ CE mnrATE NO. 302 O ! LEGEND U \ \ JHW ! D J > O�STALL TYPE iirt C.RDU'.,JCLNER � ^'/) 2-VD _�\ q_VD f$i1AT3TSLOFE / LLI HOLD EEFU CTLTNLXXI5 AT YI' oN CENTER z q HOLD PI.AN1�rS CLEAR //( OUTSDE .r Z TYP. OD F IlOU15-P' 1M J CLEAR INSTALL �� uWV O O O URJTESTmAFEA 12-04Z \ (� SHRUB - SIMILAR JHw I rsTA,-L BARK ttACN LATER IN Al C Ll ARR ` 43-PLO B NON -TURF u•cSCAPE AREAS 7YPYA — Z Z fl — ® N5TA.- PRECAST PAVER5. INSTALL ON 5 -0 BASE r,TH (/) ,--T i"' O V MAX- GAPS Z .. j � Lij tn \ �.r ~, •, I. • -` REMOVE Doi TREE O L,{j U 3 3-EFEG ,/ ` ®--� INSTALL TURF EDGE AS SCE V V SOD 6-F'M T r�� 0 _ • INSTALL STREET TREE M ACCDRO .: T�+ LOCAL COJE s• D .ti v P. 3-ICC -- 1 O CITY STD DETAIL s STTR-2- WORK �-r:_ IDES CBTA-N'NG Tu:5 L 2-ARR 1-PCC i DETAIL A O CT7PLYNG WITH FT'5 RECT5. INSTALL ROC tn 1 50D 12-RRI -� - 5-CHZ PPAARRIER AS VIFG. INSTALL TREES TTREES CEME CD N D TO PROTECT A%=SCAPE STAR?o K O U U 5C D t \ Q _— _ Jaw NOTES 0 2 AERATION AT FILL LOCATE ALL UTILITIES PRIOR TO WORK AND MODIFT 1ORK TO U LI SOD �. r a f. 3-ARA AVOID DAMAGE OR CONFLICT WST4 UTILITIES. ♦ 51 jj CO. 1 TREE - TYP- ` 1 ._ • W WORK INCLUD=S M1 .TALLING 2' DEEP BARK MULCII LAr=R rV^� LI j• I $ CONTINUOUS IN ALL NON -TURF LANDSCAPE AREAS Ti ROUGH OUT. v! { - ,i 7 -ARR U ,� ; J READ IN COKLtKTION WITH LANDSCAPE WORK SPECIFICATIONS. DRIP ZONE PLANTS a �: I �j..� _ 4` .� , Q SEE Oi:7ER PLANS FOR ALL SITE ELEMENTS (WALKS, PavMG, ✓I .� U y, TRASH ENCLOSURES, UTILITIES, ETC-) OTHER THAN PLANTINGS t (� '� U rJ LANDSCAPE- LIJ =0 .�. L J �r� a BRING ALL DSCREPANCIE5, SUGGESTIONS, QUE5TION5, CNANGE5, LCZF' i -�� , * �+ • AND MIODIFICATIONS TO OWNER FOR RESOLUTION PRIOR TO 14-EAC ! 1 t Ike ' • I P40RK INCLUDES IMPORTING -TOPSOIL AS REQUIRED FOR THE C I !+ I v I C �. .'�1P;' • + I _ WORK NO TOP501L 15 AVAILABLE ON SITE- ,\v • x 4-PLOT j ` /'/ INSTALL 24' DEEP PLASTIC ROOT BARRIER TO MANUFACTURER'S SPEC BETWEEN PAVING AND TREE ROOTS TO PROTECT PAVING 5-ICC I i - f .,,, �� �- • .. /, WITHIN GO' OF ROOT BALL. - ` -. Z�` •• t 1,1� I INSTALL TREE AND 54RU5 PLANTINGS IN ACCORD WITH PLANTING — -' — • * • DETA L - • • -- a WORK INCLUDES REMOVIWEEDM S AND '5C. BRUSH AND W. )• -- _- I.- --_ _- } GRASSES IN ALL LANDSCAPE AREAS PRIOR TO WORK - ACHIEVE } A COMPLETE KILL AS NEEDED. • • I NUMBER OF PLANTS ILLUSTRATED SUPERSEDES ANOINT 4-PSF WRITTEN. 1 -' -t GONG PAD GROU/IDCOVER WORK. GROVNDC 7. ER SPACING INDICATED IS A ~ '"'L +'- _..k ,•., P UTILITIE5 MAXWIUM. INSTALL GROUNDCO✓ER UNIFORMLY AND CONTIN:YJ.J5LY / $tREETLK2-(T TI4ROUGt4CUT INDICATED PLANTING AREA, INSTALL GROUNDCO✓ER WITHIN 12' OF INDICATED PLANTING EDGE. 5-IC$N—� 20 2 AERATION AT FILL WORK INCLUDES INSTALLING DRIP IRRIGATION AND DRIP 2-PSF 10-5TCP — 7 EMITTERS AS SCHEDULED FOR EACH PLANT IN DRIP IRRIGATION — -- LI _ AREAS, INCLUDING GROUNDCO✓ER. CONNECT DRIP EMITTERS TO `- - — -- - - - DRIP IRRIGATION SYSTEM PER IRRIGATION PLAN. = MAINTAIN 25'', PLANTING CLEARANCE MODIFY WORK AS REQUIRED BY APBORIST TO A55URE TO AVOID CONFLICT W/ GG T��- a PRESERVATION OF EXISTING TREES. REVIEW CONSTRUCTION AROUND TREES PRIOR TO WORK WITH AR50RIST AND INCORPORATE MODIFICATIONS IN THE WORK AS DIRECTED TO A55URE HEALTH AND VIGOR OF D05T1NG TREE5. 5EE DETAIL 2/LI. EXISTING TREE LIST PRO-IECT ARBORtST, BRYCE LANRUD 1-263-41 UNLESS DESIGNATED OTHERWISE BY LANDSCAPE ARCHITECT. TREE a SIZE SPECIES ACTION REMARKS MITIGATION WORK INCLUDES INCORPORATING TREE PRESERVATION MEA5URE5 - O 12' WHITE PINE REMOVE REASONABLE DEVELOPMENT CONFLICT - BUILDING LARGER STREET TREES* SEE SPECIFICATION SECTION 02400, LAN:.,CAPE FOR DETAILED RELTJIREMENTS. O 7-Ir LAWSON CYPRESS PRESERVE PROTECT TO WITHIN 8.OF TRUNK O- 12' SPRUCE REMOVE DISEASE, DEFORMED - REMOVE PER ARBORIST LARGER STREET TREES* REFER PRESERV SHEET C2 -EROSION CONTROL PLAN FGIO TREE VATION MEASURES DURING SITE PREPARATION. O 30' CHESTNUT REMOVE REASONABLE DEVELOPMENT CONFLICT - BUILDING LARGER 5TREET TREE5* O5 21r-32- CEIM PRESERVE PF�WE AS COL"MY SCENIC FIESOMICE SEE 5HEET C& FOR BIOFILTRATION SWALE SEED MIXES. O 28'-37 CEDAR PRESERVE PRESME AS COL&&MTY SCENIC FESOINICE NOTES ON THEE PROTECTION WORK O-- 2W-37 CEDAR PRESERVE F'F iVE AS C MA&IaTY SCENIC FE501I10E WORK INCLUDES PROTECTING AND PRESERVING ALL TREES AND OD 30' CEDAR REMOVE REASONABLE DEVELOPMENT CONFLICT - STREET LARGER STREET TREES * PLANTS (UNIESS NOTED FOR REMICIVAL) IN ACCORD wTH PROJECT O 21 HEMLOCK REMOVE REASONABLE DEVELOPMENT CONFLICT - BUILDING LARGER STREET TREE5* DIRECTIONS AND A5 FOLLOW10VAL5 UNLESS ARC14.!SE NDK.4TED- CONFIRM PLANT RL-VJALS W11H LAND- ARCH. PRIOR. INDICAARBORTED. 10 p' APPLE REMOVE REASONABLE DEVELOPMENT CONFLICT LARGER STREET TREES * TREE PROTECTION tPLINEG AS AC EXCLUDE INSTALL AND OrTINJ A- tY nlPGntJn CONTINUOUS OUTSIDE TREE DRIPLNE TO EXCLUDE ALL II p' APRICOT REMOVE REASONABLE DEVELOPMENT CONFLICT LARGER STREET TREES* U VEH'CLF AND FOOT TRAFFIC THROUGH CONSTRUCTICN 12 p' APPLE REMOVE REASONABLE DEVELOPMENT CONFLICT - BUILDING LARGER STREET TREES* NO CONSTRUCTION STORAGE IS ALLOWED WITHIN DRIPLNES. DO NOT MODIFY GRADES WITHIN DRIPLINES. * mamTION ALSO wcLLx E3 BIEHTANTIAL PLAN FEmm TO CFEATE A SK mm-ANT LANDSCAPE PRIOR TO NOW, CONSULT WITH PROJECT ARBORIST REGARDING AMA AT (3) 28'-37 CEM N A NGNLY VISIR E AREA. ALL CONSTRUCTION AND EXCAVATION WITHIN TREE DRIPLNES - rODIFT CONSTRUCTION TECHNIQUE AS NEEDED TO AS5URE GREATEST PROTECTION AND LUST DAMAGE TO TREE5 IN A_ C'RD ITN BEST ARBORICUL.TURAL PRACTICES. SEE SPECIFICATIONS FOR ADDITIONAL RELATED REOLIVE.^'ENT5. PLANT MATERIAL LIST NOTE: ALL SHRUBS 2 GALLON MINIMUM Min. Number aid Type of Ra:nbird Code Botanical Name Common Nome Size Remarks Emitters Remired exh PImt ARA AGER RUBRUM ARMSTRONG ARMSTRONG MAPLE 2-I/2' CAL.STREETTREE ARR ACER RUBRUM RED SUNSET RED SUNSET MAPLE 2' CAL. AUC ARBUTUS UNDO COMPACTA 5TRAW5ERRY MADRONE 24' HGT.----------- (2) XB-10 BTCP BERBER15 THUN. CRIMSON PYGMY CRIMSON PYGMY BARB- 15' HGT. CAD CALOCEDRU5 DECURREN5 INCENSE CEDAR W HGT. SINGLE TRUNK___ __. (2) PC-05 CHZ COTONEASTER HORIZONTALIS ROCK5PRAY COTON- 181 SPR. CONG CHAMAECYPARI5 O. NANA GPACIL15 DWARF HINOKI CYPRESS 15' HGT. —----------- (1) XB-10 EFEG EUONTMOUS F. EMERALD GAIETY E. GAIETY EUONYMOUS 15, SPR. WHITE VARIEG.LEAF ONLY EAC EUONYMU5 ALATA COMPACTA COMP. WINGED EUONYMUS 24' HGT. FULL PLANTS - NOT 5PINDLY G5 GAULTI-IERIA SHALLON SALAL 18' SPR.----------------- (1) XB-10 ICBN ILEX CORNUTA BURFORDII NANA DWARF BURFORD HOLLY 18' HGT. ICC ILEX CRENATA CONVEXA CONVEX J. HOLLY 15' 5PR- ICR ILEX CORNUTA ROTUNDA DWARF CHINESE HOLLY 15' SPR. ----- -- JHW JUNIPERUS HORIZONTALI5 WILTONII BLUE CARPET JUNIPER I GAL. 50' O.G. CON. T. 5P/.CING [ XB-10 I XB-05 MA MAHONIA AOUAFOLIUM OREGON GRAPE 24' HGT- ---- ) X5-10 PCC PYRU5 CALLERYANA CAPITAL CAPITAL PEAR 2-1/2' CAL. STREET TREE PCKV PRUNU5 CER. KRAUTER VE5IJVIU5 KRAUTER VESUVIUS PLUM 2' CAL. PLO PRUNUS LAURO. OTTO LUYKEN OTTO LUYKEN LAUREL IB' HGT. . PMM PINUS MUGO MUGO DWARF MUGO PINE IB' SPR. NOT SHEARED PSF PINU5, 5YLVESTRIS FASTIGIATA COLUMNAR SCOTCH PINE 5' HGT. ---- - --- --- ---- - -- -- - (2) PC-05 RRH ROSA RUGOSA HANSA HANSA RUG05A ROSE 15' HGT- (1) XB-05 VD VIBURNUM. DAVIDII DAVID VIBURNUM 15' HGT- -- - -- ---- - -- - -- FAC 00 36-W 111A0039-99 Sae PFarliM aid Larl I - Anfabedure 812 N.W. SeKvft nlTl Avenue, Suite 200 Purdatd, Oregon 97209 507227S7SO Voice 507.227.78S8 Fu Nwwjxfrwartzasocvles_c m WAB TIRE CENTERS LS Construction Co. L1 V = i <7 GPM I RIP VALVE 27.5 G P t-1 I.--> VALVE TYPICAL: i, sr F -47,77 SETPLL VIVATM CX211MILMATLOCATION AFFF*)kW fff 0WO6E *6TALL9LEEIIE7HFIOtM OULDM FUR CONTROL WAFES AS NEEDED 1001\ TYPICAL I' DRIP MAIN - TYPICAL �1101&04 r - G P M 1.5- VALVE - LES SCHWAB TIRE CE14TER ASSBiB.r ME NOTES CWL S, FOR SEE EW.- RAW FIMAMM METER LOCATION AND DATA' -- <001� 0 20 Gp M 1-114' L 1-1/2' 62 19 r1PM 1.0- VALVE x is 1.5VAt-VE 0 1 TYP. L2 -e 1114 1-114' t1 T 1.5�VALVV� f�� , I f 'I; v SOUNDWALL 4 l==11 Aw -EX15TI 14 q F 1 1114' V &4 N 17� LV 1.5 �VA FS G-P-M LVE I. VALV�R��GA�`�ON FLAN- 2-0" 5--ALr 0' NOTES ON IRRIGATION WORK IRRIGATION EQUIPMENT LEGEND READ IN CONJUNCTION WITH WRITTEN IRRIGATION SPECIFICATIONS ISSUED FOR THIS PROJECT SPECIFICATIONS MANUAL INSTALL BACKIFLOW PREVENTION ASSEMBLY TO LOCAL CODE. AFTER POINT OF CONNECTION, INSTALL A LINE SIZE GATE VALVE FOLLOWED BY A FEB_'0 550U 1-1/2' DOUBLE CHECK VALVE BAr-KFLOW PREVENTER (OR APPROVED EQUAL), THEN INSTALL A QUICK COUPLING VALVE BEFORE CONNECTION TO MAIN LINE. INSTALL ENTIRE ASSEMBLY IN AN APPROVED PRECAST CONCRETE VAULT I-!1Tq 51 EE-' : OCKING LID AND EXTENSIONS AS NEEDED, 24' BELOW FINISH GRADE. ALL PIPING BETWEEN POINT OF CONNECTION AND M4 !NLiNE TO BE SCHEDULE 40 GALVANIZED. LOCATE IRRIGATION EQUIPMENT ON PROPERTY GENERALLY IN51DE LAN:' ----'PE AREAS - EQUIPMENT SHOWN EL5ENHERE 15 FOR GRAPHIC CLARITY ONLY. ASSURE UPSTREAM PIPING i5 NOT SMALLER THAN DOWNSTREAM F-'�ING WORK INCLUDES MAKING REQUIRED CONNECTIONS TO POWER AND WATER SOURCES. LOCATE CONTROLLER WHERE DIRECTED BY OWNER. CONFIRM 60 PSI MIN. AVAILABLE AT POINT OF CONNECTION. ASSURE SYSTEM OPERATES WITH INDICATED PSI TO LAST HEAD EACH ZONE. ASSURE INDIVIDUAL ZONES DO NOT EXCEED 31 GPM. LOCATE J-- L;TIES AND MODIFY WORK TO AVOID DAMAGE OR CONFLICT. WORK INCLUDES INSTALLATION OF MANUAL DRAIN VALVES PER SPECIFICATIONS. WORK INCLUDES INSTALLING SLEEVES AS NEEDED FOR IRRIGATION SYSTEM TO A55URE ACCESS AND PROTECTING IRRIGATION EOUIFMENT PASSING UNDER AND THROUGH PAVING AND STRUCTURES. INSTALL SLEEVES IN ADDITION TO TH05E INDICATED IF NEEDED. PLAN DOES NOT NECESSARILY INDICATE ALL SLEEVES REQUIRED. COORDINATE WITH PAVING AND OTHER TRADES AS NEEDED. INSTALL ALL IRRIGATION EQUIPMENT AND COMPONENTS IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORD WITH ALL DETAILS. ADJUST IRRIGATION PIPING AS NEEDED TO AVOID CONFLICT OR DAMAGE TO EXISTING TREE ROOTS INSTALL IRRIGATION WORK AT EXISTING TREES IN COORDINATION AND IN CONSULTATION WITH PROJECT APBOR15T. IRRIGATION HEAD LEGEND Symbol rlanuf. Model GPI`1 PSI Pattern RAINBIRD 1504-15E5T ki 30 4' X 15' RAINBIRD 1804-155ST 1.21 30 4' X 30' Cr 4UP e RAINBIRD 1504-10 SPRAY HEADS 1.57-39 30 AS SHOWN RAINBIRD 1504-12 SPRAT HEADS 2.6-65 30 AS SHOWN RAINBIRD IB04-15 SPRAY HEADS 3.7-.93 30 AS SHOWN 8 RAINBIRD 1506-IBE5T .61 30 4' X 15' 11811 RAINBIRD 1806-155ST 1.21 30 4' X 30' RAINBIRD IB06-9S5T 1.73 30 91 X IBI 4f ME RAINBIRD mor-io SPRAY-HEAD5 1.57-.39 30 AS SHOWN fq OC fif 4F 1' RAINBIRD 1506-12 SPRAY HEADS 2.6-.65 30 AS SHOWN le #1 OC At 41111t' 1' RAINBIRD 1506-15 SPRAY HEADS 3.7-.93 30 AS SHOWN VF . CL5 L POINT OF CONNECTION AT STUB BY OTHER5 - APPROX. LOCATION - VERIFY BACKFLOW PREVENTION ASSEMBLY - SEE NOTES MAIN LINE, IB- BURY, SIZE 1-1/2' UNLESS INDICATED OTHERWISE LATERAL PIPING, 121 BURY, SIZE: 3/4' UNLESS INDICATED OT14ERW15E SCHED 40 PVC SLEEVE, 4' UNLE55 OTHERWISE SHOWN, WITH 15' BURY, EXTENDING 24' MIN BEYOND EDGE INTO LANDSCAPE BED INSTALL DRIP MAIN (DISTRIBUTION MAIN AL50 INSTALL DRIP IRRIGATION A55EMBLY AS SPECIFIED AND AS DETAILED AT EACH PLANT IN DRIP IRRIGATION AREAS - EXTEND DRIP EMITTERS AS SCHEDULED IN PLANT MATERIALS. LIST TO ALL PLANTS IN LANDSCAPE AREAS CONTAINING DRIP IRRIGATION. INSTALL IN ACCORD WITH DETAILS. RAINBIRD PEB SERIES I AUTO CONTROL VALVE, 1-1/2' UNLE55 INDICATED OTHERWISE DRIP IRRIGATION AUTO CONTROL VALVE A55EMBLY - AS SPECIFIED AUTOMATIC CONTROLLER, RAINBIRD E5P-L,<, 12 STATION WALL MOUNT INSIDE AT APPROVED LOCATION VALVE NUMBER 3 I5-pQ,%tj:--APPROX. GALLONS PER MINUTE LVE—VALVE SIZE 1 1/2' N"—INDICATES, MINIMUM PIPE SIZE INDICATES MINIMUM SLEEVE SIZE ell KW. Sewn*er9hAwnu ,&jiIe2W 503M7.S7.0 V." 2100 S01227211511 In FALCON L 0 STATE Of w ON REGISTERED LANDSCAPE ARCHITECT I .m. SCHWARTZ CERTFICATE NO. 302 0 U iC z C) -0 0 z ..-d C) > III Z 4-) U2 L' Z 0 0 Z to 4-J Ld--r Z LQ - Z Ln -7- 0 tn 0 > %r- w LLI U U z z 00 " L'i Ln < U < 39: 7 dwyl 14 a; = E F- Z Z C) Z � it � ( Ii II :Z) � INSTALL MULTIPLE EMITTERS F INDICATED EMITTER TUBING - PLACE UNDER MULC;4 LATER TOP OF MULCH TOP OF PLANTING 501L i 3/4* POLYETHYLENE DISTRIBUTION MAIN MIN. (DRIP MAIN) GALVANIZED TIE -DOWN 5TArE LOOP EMITTER TUBING INSTALLALONG DISTRIBUTION ONCE LOOSELT AROUND BASE OF PLAN MAIN AT W D.C. ROOT BALL EMITTERS EXTEND TO EDGE OF ROOTBALL. PLACE EMITTERS ON UPHILL 51DE OF PLANT AS PRACTICAL. SEE PLANT MATERIAL L15T FOR NUM5ER OF REOUIRED EMITTERS PER PLANT. NOTESA CONNECT EMITTER TUBING AT DISTRIBUTION MAIN PER MANUFACTURER'S REC. DETAIL SIMILAR FOR TREE AND GROUNDCOvER PLANTINGS DISTRIBUTION MAIN .DRIP MAIN INSTALL DRIP IRRIGATUION ASSEMBLY AT EA. PLANT, INCLUDING GROUNDCOVER IN ALL DRIP IRR. AREAS PER IRRIGATION PLAN. %W FHQATM ASSEMBLY - Typ EA DW ZONE PLANT NOT TO SCALE FAC 0038-99 alAO039-M 0% PROX-CT FIEP Throe plarm are approved ter wrimfforce Wth to City of ALftWeErghwal DMmmrec*&wnwft Appr—d Sr. Date App7md Record Drawkv Cwgr-akn Then ck&wkW cordorm to to Cordractors carmIrmtom rewrele Dr Dater Tft/PDSdm C-ftwied by Cly Date, LES SCHWAB TIRE CENTERS LS Construction Co. 4 : 0 11 116 4 3- 0 X ta d) z 2