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HomeMy WebLinkAbout00D1585U z Cl- Cr LD w w z z w Y r 0 C, 0 CV cb Ow L ro Y U 0 a x U 0 U U L QJ E E O U C_ F5 a a� LL U QJ 0 L O_I LD w Y L O LD u., Cr a U CK AUTO SALES, AUBURN, WASHINGTON A PORTION OF THE NE 1/4, SE1/4, SECTION 19, TWP 21N, RGE 5E, W.M. CONSTRUCT NEW 7.5FT CONC SIDEWALK ALONG FRONTAGE PER COA STND DETAIL STSW-2 ''�-�,,,•���y EXISTING ZONING R-0 a STORM MH TYPE II RIM 115E-0 STORM MH TYPE II 18"IE (E-W) 110.80 RIM 116.68 SI MH 181E CHAN 113.27 EXIST STREET LIGHT RIM 116.32 `J 18" I (W-E) MATCH TO EX 6.5FT S/W �Gp Q EXIST FIRE HYDRANT CNTR CHAN 107.82 12"IE OUT (W) ti, MINOR ARTERIAL $B IE TYPE AT P/L TRANSITION TO 7.5 S/W ti = INSTALL H/C ACCESS RAMP 12 IE IN (E) ( ) � --_� ..,.-..w,..�...,,w.� - RM 11636 8 PER COA STND DETAIL STSW48 -' -' - N.S IE 114.13 r cr 4 ' F, Q Q ME t • /W ,• f.,:: r. f M RC F fr y , r (�{��y � NTH -T sf= 6� 7. r.1i..� d : ,, ,,. .:' f . : r r r , r rr .�,,�' =-�- ' •ram r' f+ � / f , r W '.• ". / r ,., r ' � f: /: y ,,,R r� r� -S f� , ww,.4 'w w.i�a �,ds w,i q, war.'. � � f �� \ w�� i�an► ' w�.. � ✓ ! ✓ / F' f+ ! ! / ,.' ,/ F .�"' J � A w, w �Aw !� .,� !✓ I .fw �: ` +'w i w, 1r � � * , f,. �...�� �.... �; .. ,..:.. w....w.wL,.. ^i r , f � r. /: ., , „ :' I r e , T� aww F''/ ^r✓ + .✓ A V , °' .+' . - / .• t ,. , r / r ; r f' ,: , ,: �-.,,�"�"�„!'!n!"...�,.,,,�.wa_.,� '!,�!pr r (�,;'i* r�AriY!: {�y(�, r PROJECT LOCATION E W ROW W T LEGAL DESCRIPTION r AUBURN ;'. T ELE 1. .. .. .'. N Cr �� LANDSCAPING �. 40 • - 21ST ST SE wq Vim` • '� • ; . ' 0 192105 9249 ti \ i .,...r;,r;��.r �..:: ,•: ;:•. , • '�..Fr'f. t,....�,........................................_............................... .........':.'.'.•.'•.......:. .'.•.'.':�.•:.'.'..•.�': I ' � ✓"�. LOT A OF CITY OF AUBURN LOTLINE ADJUSTMENT R EX 6*5./S/W �. AU-LLA 0004-87, AS RECORDED UNDER AUDITOR'S FILE NO. 870306417, RECORDS OF KING COUNTY WASHINGTON. EX TELE BOX EXISTING FIRE PROJECT VICINITY MAP if _ EX UTIL POLE HYDRANT ASSY GENERAL CONSTRUCTION NOTES 1 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. F_j i �,. /� / 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED RULES AND REGULATIONS OF THE "WASHINGTON STATE---`�' SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS EXISTING FEN ALONG P/L� < FIND REBAR & CAP `%.` EXISTING ZONING C-3 ' { Y �4 a it 3Z� � r•n�` rff�`Fy. d t�am '��w� ' � NN"�. `�'`".,, - _ - ' ^ ~ � •,,;,MR \ \ `�i t4 '. � i l+ �° '�°C RF ii'a7 "N'"T��°S ,'' "'`•\ 2 COMPACTED DEPTH CLASS "B ASPHALT CONCRETE PAVEMENT 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CLASS B BANK RUN GRAVEL -THICKNESS VARIES � �,, /p �., "� � `•••.�� TYPICAL PAVEMENT SECTION SLOPED TO DRAIN 1" 7" I i 8" ;L 127 � �I I �� �I I I,,,I I I, NEW PAVEMENT EXTRUDED CONCRETE CURB DETAIL ,a SITE IMPROVEMENT PLAN SHEET INDEX C-1 SITE DEVELOPMENT, GEN. NOTES, & BUILDING LAYOUT C-2 SEWER AND WATER SERVICE PLAN AND NOTES C-3 SITE GRADING AND STORM DRAINAGE PLAN C-4 I ESC PLAN, DETAILS AND GENERAL NOTES S _1 I AUBURN WAY SOUTH CURB & SIDEW=PLAN 1 of4 LANDSCAPING SITE PLAN 2oR LANDCAPING DETAILS 3oR IRRIGATION PLANS 4of4 I IRRIGATION DETAILS Scale 1" = 40' SCALE 1"=40 FEET HORIZONTAL CONTOUR INTERVAL 2 FEET CITY OF AUBURN DATUM VERTICAL DATUM - CITY OF AUBURN BM 9-W, ELEVATION 109.88, CITY BM TOP OF' MON IN CASE AT INTERSECTION OF 17th ST. SE WITH 'K' ST. SE LEGEND EXISTING CONTOUR. LINE 117.50 PVMT SPOT ELEVATION FINAL GRADE LIMITS NEW PAVEMENT ® SANITARY SEWER MANHOLE (� STORM DRAIN MANHOLE Ulm STORM DRAIN CATCHBASIN FIRE HYDRANT pd WATER VALVE WATER METER • POWER POLE C►� POWER POLE W/ STREET LIGHT It - AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY C-3 FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. 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. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") 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 PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 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. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY, 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE A. 3f�19'S .� OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM, T L��� 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS, s-1+-,oaf 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO, GEPT-2 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS, GEPT-1 AND GE PT-2 FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. EXPIRES 6/4 2001 25• CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS, ANY CHANGES FROM THE I SITE DATA APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. FAC # 0031-99 SITE ZONING: C-3 HEAVY COMMERCIAL BLD # Og06-99 LOT AREA: 1.89 ACRES _ BUILDING AREA: SHOWROOM - 3,100 SF RECORD DRAWING CERTIFICATION "APPROVED" SERVICE SHOP - 4,208 SF These drawings conform to the Contractor's construction records. THESE PLANS ARE FOR OUTDOOR SALES - 0.75 AC CONFORMANCE WITH THE CITY OF LOT AREA: 1.89 ACRES AUBURN ENGINEERING DIVISION REQUIREMENTS PARKING REQUIRED: 13 SPACES By: M%CMAIIEL IL-OEW11T li ��� �cr Date: ".0 - �Mdrm ar-� � � 3 /M%00 PARKING PROVIDED: 26 DESIGNATED STALLS PL-S 0 ' STANDARD PARKING STALLS ARE 9'WX18'L Title/position: APPROVED BY COMPACT PARKING STALLS ARE 8'WX17'L CURB RADIUS ON EXTRUDED CURB IS 2.5 FT UNLESS Confirmed by City Date:�� f d OTHERWISE NOTED DATE APPROVED Y Y C� V W W S _r U L) J J cL a. m 0-0 : N � Q I O° r�7 > cL� I Q> C� u7 Q� `X C x 00 _� 00 L on � c C n"y, �- a 1 1 I �C: o l l l �rn 3 v (D c C/O> G q w L.1 1 v oc.° -c7r . j V w w � c� i z n a Z. xx W Q �� M -, cn w � r-- ►�-� 0 > Ln � N 00 _A._�.RYKELS DESIGNED BY JUNE 1, 1999 DATE 99-145 PROJECT NO. SHEET OF 4 `' 10 0 OOD15-gS~ U Z a 0 z w w z H CD z w w Y 0 0 0 m 0 Q L ru 3 Cn :=v J c a i LO r- 0 c� U C_ a.) E E 0 U c U .o C_ n C-D w 0 CD w Q U EX SS MH 4910-30 CK -AUTO SALES, AUBURN, WASHINGTON A PORTION OF THE NE 1/4, SE1/4, SECTION 19, TWP 21N, RGE 5E, W.M. CONNECT TO EXIST SS MH1Q-31 W. NEW 8" SS SOUTH CORE DRILL EXIST MH RIM 116.32 STORM MH TYPE II CNTR CHAN 107.82 12" COMM RIM 115.30 IE 108.15 IE NEW 8" SS SOUTH 18"IE (E-W) 110.80 EXIST STREET LIGHT EX SS MH 1010-63 EXIST FIRE HYDRANT RIM 116.23 IE 107.05 12" COMM -OW ONO .f D MOP Ii.C.wrl.,w., . .-,'.. . +.a wrr ar.i r r' !r r r r' f MI�IIII 11 ! r •wldw CONNECT TO EXISTING 6" WATERMAIN W/ 6" TAPPING TEE AND VALVE (FLXMJ) INSTALL 6"X8" INCREASER W/ CONCRETE BLOCKING CONTRACTOR TO VERIFY LOCATION AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION 00 I STORM MH TYPE II x RIM 116.68 CNTR w CHAN 113.27 G 18" IE (W-E) 00 I 00 8" IE (N-S) w I 1 7 T H ST w CB TYPE 1116.36 8 IE (N) 114.13 'r r .�+..4�"•-.' T: fr 77, -�"f r !' � r. '""*'.c'�'�^� r r r ;LF �+�r+-+•..wr-+'rr.i�,+ n:.d-r'..,..�,a.,, r-r .fin. r r r r �il '.try►' +? 'I�w,''S�,fia' / 1 .: ! r. /,""'-'*r++ l , *Y"'1!inr � , .�y,,,y ,f }yl^I� ww�Mlr w� .: •r/ ; ram''-i : *+•.. , r ,w�firu.. : , ,. II� '�' , MITE F.. A r i' ' O S r r _ : , "TELE BOX 1 _L'.<_ 7=. 402.3& N89 38 35 E F woman . W r r r "Jr• 'r r I ' rr ........... ....... ..... A r- ,, PRIVATE..SLDE ..SEWER ............. 15F.T.....U.sL Q..tA�A:: d f' �+ r` r r i 'r - > r' Jr '•T4' rr :C r' f IA' !rr" %f r!r r E CIS ING FIRE T : ff r R ..35. f? S .96 c� f y i H ANT A / -:' - SSY rr :� r j� p1iiaa "r .f r' �•r Q r r F' f P `r i >r W �r 56.::L 8. 2. r.� f r >r r f, f: •f r f' ,Y rr 'r^ r` f r r' r I N Q E 1.. } SV. rrr 7 QN: rr ✓, r :. AC � OW.: A. Y Eft . LN.D P. r, E. EWER': -1 �' .�i5.. .SJ ..S SL .00 a r' Q• 1. D I 'F ! f "'r• 'r 'r ;f : fr' `r r / rr"^; ''C :5 T Otvl D N. S Q R BL. r •'r, rr '• Jr ! f• qqq f Cf URN:.. TANDAR 1 'r r r' 'r ✓ �► rr+ r' r f 11 rr' S. A,N t0 E i. .f 3 1 1 4 V T .... f S C 0 i ............................................................. ... ' :.'.':.'.'.•.':.'::.•:.': •'.•.•::.•.•.•:.•:.:.• •:.'.. • •::.•::.•.{+•.•:: '.•:.'.:::.�............. a IRRIGATION SYS M�.•.'.':.•::.•.•.•.�:.•. kJ ITY r- r' ,. r rf r 5. ao:' r r 8p 2 0. #' r 'f. r. 5 / r,: .8 's�--1 '✓r' r 9 r,. r' SHOWROOM .r,. 1152 r • I5 �'S�': r" !f ' i,1 T DOM TIC : WA E ER AS Y r! �� S r' ' r :'70R.: SS:':1.1 2:50 . Jr 1r _F. ................................... ER...Ci.T. ..Ofi.CJ ND WASM-1 F f• r r S .'S 6 L &' . l •. r: fr,' ; , , : , 0:.•:.:::::::.:':::.::::...:::.::::.:. ...'.. .......... ::.. ' 3 ..4..:'Df�t UCT E E PER COA S D DT WADM-i .': ' ...... 0 SET RIM TO ELEV 1 TYP USE ADJUSTMENT RINGS AS REQD 6" TOP SLAB 6" CONTRACTOR TO VERIFYI IE 6" FROM FLOOR DRAINS CONNECT TO EXISTING 8" WM AT EX GV VERIFY LOCATION AND FITTINGS REQD COORDINATE CONNECTION W/ CITY AND SELF STORAGE OWNER HINGED ACCESS LID TO VAULT SANITARY SEWER AND WATER SYSTEM IMPROVEMENTS USE AL TRAFFIC BEARING LID SAMPLE PORT INSPECTION & SAMPLING TEE / f- 6" PVC VALVE ON DISCHARGE 6" DROP IE 6" FROM BLDG TYPICAL 6" TO SEWER MAIN Q5. A6 FLOW DIFFUSER 48-1/2" BAFFLE ( ER MANUF) OIL RETAINER BAFFLE 16" 12" I 21" 23 IE Tt4m5 TO SS MH T t 13•0,cl GRIT/SLUDGE 12" 1 RETAINER WEIR I I 1-- 9 J 9• _j J OIL/WATER SEPARATOR VAULT DETAIL OIL/WATER SEPARATOR CB FOR SHOP FLOOR DRAIN AND CARWASH AREA USE 660SA FROM UTILITY VAULT (OR COA APPROVED EQUAL) W/ SOLID LOCKING TRAFFIC BEARING LID FLOW RATE 7.5GPM (HOSE BIB TYP) MIN VOL @ 45MIN HOLDING TIME: 340 GAL, USE 450 GAL O/W SEPARATOR SANITARY SEWER SYSTEM CONSTRUCTION NOTES 1, THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATERLINE CONSTRUCTION NOTES 1, PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21 .51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21 .4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES 42/1 . I7 3. ALL VALVE FOR WATER MAINS SHALL BE RESILIENT W S R TWE TWELVE -INCH 1 AND SMALLER. S E LEDGE GATE VALVE FOR L 2 LLE . BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE-INCHES 121 . 4. JOINTS EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL- TE TYPE Q S E D EIBOLTED 1 a 1 OR P - USH ON RUBBER RING GASKET TYPE CONFORMING TO AMERICAN NATIONAL STANDARD A-21 .11, 5. PIPEFITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21,11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WI TH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWW A C 600, EXCEPT AS MODIFIED HEREIN, THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED LLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1, 2, 3 AND 5. SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF AUBURN WILL INSTALL THE METERS. 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90§ BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WABL-1. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND WABO-1. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL STAND PLUMB, SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. LEGEND ® SANITARY SEWER MANHOLE 0 STORM DRAIN MANHOLE M STORM DRAIN CATCHBASIN FIRE HYDRANT o"a WATER VALVE WATER METER A POWER POLE o TELEPHONE RISER -STREET LIGHT I%- IS- Leto 0 25 1 50 100 Scale 1" = 40' CONTOUR INTERVAL 2 FEET CITY OF AUBURN DATUM VERTICAL DATUM - CITY OF AUBURN BM 9-W, ELEVATION 109.88, CITY BM TOP OF MON IN CASE AT INTERSECTION OF 17th ST. SE WITH 'K' ST. SE RECORD DRAWING CERTIFICATION These drawings conform to the Contractor's construction records. By: M HP$EL L of WlT ' Date: Zooc Title/Dosition: ft.5 , Confirmed by City: Date: 1998 O sS�0 AL A EXPIRES 8 4 2001 FAC # 0031-99 BLD ## 04®6-99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS SJ4 APPROVED B Y DATE APPROVED �Q �o U W S U z z cr' m w c) o. j w Q C�_, 9 -.- N W Cn 0 0 r� > c0 > I .. a� ® Lin 'C7 a � Ll! J 00 vi rn o err✓ � cn U-) N 0 N Q 00 V I C oe W a� w Cor w -a W M _ W •- U) cD C-)00 DESIGNED BY J U N E 1-, 19-9.9 -- DATE 99-145 PROJECT NO, SHEET C-2 4F T 00 0 /S8.# U 0 a z w w z z w Cn _1 w x r Cr 0 0 0 m �-A O CD 6i O L 27) ra L7 Cl7 m U I Y C_J 0 Q Y U 0 L Q) E E 0 v C L 17 a 0 L �I w a L 0 LID I1J I Q 18 EXISTING ALONG GRADE PROPERT LINE 16 95LF BIOSWALE S=0.32% 4 FT WIDE 7 IE 114.40 FLOWLI 14 B R I I --=� END -OF TO CULVERT I I=ii1 OFILTRATION SWALE PRAP AT INLE 12 1 CB#I-1 INFILTRATION CB AND COVE COMM CB#1 FLOW SPLITTER RIM 117.00 IE 114.44 8" CB ATE COMM W SOLID -RING RIM 117.50 IE 114.00 8' 25FT BIpSW�E i LAND CAP AR RIPRAP OUTLET W/ 4" SPALLS 4'W'6'LX9"DP CB I-1 INFITRATION CB W/ SOLID RING AND COVER RIM 117.50 IE 114.00 8" COMM ,,SEE DETAIL SEED MIX % WEIGHT % PURITY %ffRINUIION TALL OR MEADOW D FESCUE 6 8% 98% 90% SEASIDE/CREEPING BENTGRASS 10% 98% 85% MEADOW FOXTAIL 10% 90% 80% ALSIKE CLOVER 6% 98% 90% REDTOP 6% 92% 85% NEW P - Ni Ivu uRuulvurvhltK `JpJtNVtU IN II HULLS TO DEPTHS OF 10.0 FT BY AJR, P.E. 9/99 SECTION A -A THROUGH BIOSWALE 95 LF BIOFILTRATIQN SWALE 5FT LANDSCAPE AREA MAX_1 FT FALL CK AUTO SALES, AUBURN, WASHINGTON A PORTION OF THE NE 1/4, SE1/4, SECTION - 19, TWP 21N, RGE 5E, W.M. LANDSCAPE AREA SOLID LOCKING LID SEE PLAN FOR RIM ELEVATIONS /- ADJUSTING RINGS (AS REQUIRED) JE AT START 7AP AT OUTLET EXIST CHAIN LINK FENCE ALONG PROP LINE 2-3FT HIGH RETAINING WALL AS REQUIRED FOR LEVEL AREA FOR REQUIRED LANDSCAPING -:USE ROCK, INTERLOCKING BLOCK OR CONCRETE i.c RIPRAP OUTLET W/ 4" SPALLS 4'W'6'LX9"DP CB 1 FLOW SPLITTER W/ STND FRAME & GRATE RIM 117.00 IE 114.44 8" COMM 95 LF 8" CL 50 DI SD SL=O 459o' SEE DETAIL _ PLAN VIEW BIOSWALE AND BYPASS STORM MH TYPE II RIM 115.30 18"IE (E-W) 110.80 EXIST STREET LIGHT EXIST FIRE HYDRANT .116.4- / r x r' .: ,:" . : ,,, � r r ,-' '' ! ' r ,= a -' ! rl,''', / rl ,,' /"'.r- /`,, •rJ+. ,•f'• ^•^T' ,^`ram. r. i ,+:_ ` / " rL.' f ....- .... �. Mew./.- .. ._ ... .: ON TOP 131 ONLY ® 01' ' 0 - WRAP TOP AND SIDES OF TRENCH W/ 2 I tl3. MIRAFI 10OX FILTER FABRIC 001 IE 8" COMMON - I I O -L- ❑ 60 0 0 0 SURROUND DRYWELL WITH DRAINFIELD ROCK - I ' I �-, ,-., I 1-1 /2 INCH DRAINFIELD ROCK - 0- -' 0 2- /4" SQ PERFORATIONS TYPICAL - -•�- 4.5' (OUTSIDE) 3 (TYPICAL) WRAP CB W/ FILTER FABRIC 481 HEAVY WALL DRYWELL 10 .00 BTM GVL 40� I 2' I I - III -I 1(- INFILTRATION CATCH BASIN DETAIL FOR CB'S 1-1, AND 1-2 N TS NOTE: INFILTRATION SYSTEM CAPACITY VERIFIED AT 3 MIN/INCH, ACTUAL INFILTRATION RATES -VERY RAPID, (LESS THAN 1 MIN/INCH) SYSTEM FACTOR OF SAFETY 300% CNTR CHAN 113.27 18" IE (W-E) IE (N-S) 17 T H ST S C CB TYPE I _ RIM 116.36 8"IE (N) 114.13 "/,. r •' f' r r' r /' r' l rr"' ' `/ : J ir'�r `l ,f r, !� /:,:r r`' `` f. J'%-{ ''!. ! 'fr it r^''r'` '' / i' :' f' ,,,' ,, f . : `.• `'fr '"jf` r^' .r % % f r r'r I•'' '' fr r i• ;' �, r r, %' /; f, f. �� / / •d': ' % % ` ' ''�_lff�f',�:�" �.wl"l Arr.Ir. i', r'�il' /.i� l ",• '''rrr "'I' "i� .� c:..4-�.•' %',�,f� •.._� r !ry e ,r',.:• F^ ,-• rr f,, J . r,i�V wil'MIM ..� r ' 'IMA. IWR �: ,T' 1.�.�' .NIq 'r' %. J / ,,r /' / "'ter✓ i- J ! / !.__? /,.yrwR'el'IYi ,rw:• e.�i tl�r"IIiM ,. IpIM , � � --- : • � �. ..,��.�.�.� W-�,�i�i�w��Iw�w�A/ArA/A/A�i�ii�i�if�.��a"�'..r'��i�i y rr • " Im -¢ _ - - - �- a 14, -I1a. r _- f � FIRE HY DRANT Y a f ,,, ,,%. ... . ..... . .. .... '..' -- * 1: 7'3:. �s ca WATER VA ,., : ':..::::.:. FF 118.00 95 LF 8 CL 'S0 DI 3 1 VALVE J+ I a; r C8. M 6 3 ,. ;:. .: .,. :1•i ..:........:... ... . ............ ............ .:... . , • , gne WATER METER S .rvv. V,. ..... I � POW ER PO .p� 1 LE :117'. •1 IOIt3? . ...,....,.. ,.., . r, : • • RIPRAP 0 TLET W 4 SPLJ TELEPHONE W +, :•J.3, t:• � ONE RISER r .............. .. �> SPAL 9 LS X6 1 , LX2D 5 P r�{'. f" °'A •! r r lT r f#-c� STREET 1 EET LIGHT T n i f'r J /y 1 `5 "d- rr r ` r� � 41 r 4J / r / 7 % yt 'J 1 J / .i V `w r 2 r 1 r SD L 0 . � r` 1 J` .2. { / % r ,}• :f 1 Y + 1 OF SIVAL E AREA 5FT L NG LOT AREA 116 USE 2 3FT ROCK E F 3:1 SLOP 3" AX 114 4 FT BOTTOM 1 1 2 FOR WICTI! OF BIOS 7 BIE S ALLEESEEED MIX URE r r / r M r' r� .t. 1 J� 60 LF 8 CL 50 DI r'fr f $ rr %; r' ! f f J/ r S L-0. 9' •� f.: f,. 2 . rr ll a ,1. d i jjjj r` I `r ✓ l l !' 1 r. � / 'r - 5 r � / // i - 1 .� r �, NDSCAP '/' J•' �,p 1 r" • r' / r .�� MAX F r / .lam ,r r ,f N; f it :f y / fr'• !r ., r,. r t, .° 2.,. AL L 8 r,r r' r -1i r 1 B r �i c� 2 ,s fJ _ :.w r - { O v •••r s ,r �rX'• `0 TLET � ONTRO `r' r J=J CB .r r __ 1 r / t f. I :�', r 9: EE DETAI TAILS THIS SHEET ,.. s EET r, ✓ ' e f. ,f �1 u !' 1 IS i l / % r / l ,r r r rr'''• i r r' f , 7' ':.'. r'r `� f` •.ti" ..3. Fs 3 f r r % t r r r' .X' / 4 9:"• ,4 „'i 'ti rr ..... f,. f,r r• f' �' ,rl r�✓ ;116. 1? 4 1.43 t.. 1.1 a ', /,' • �, /'; , .� f • r r / ' ,', !'fi,!' J /7+�,�A' J` •° 1'� C,. F:VM .,.�.. P� P�52 • SECTION C--C ACROSS 1310SWALE SCALE 1"=10 FEET HORIZONTAL, 1"=2 FEET VERTICAL CATCH BASIN SCHEDULE A5DUILT 5'roRM CB # RIM ELEV INV ELEV CB TYPE COMMENTS pum ELEv INV EL-tv 1 117.00 114.44 8" DI TYPE II-48 FLOW SPLITTER /& • 11*_7 /13.99 2 116.90 114.56 8" DI TYPE I OUTLET CONTROL /16 •/7 //4•07 3 116.90 114.83 8" DI TYPE I /!1&1.25 //4•/5 4 116.75 115.18 8" DI TYPE I //lo . /,3 //l 38 5 116.50 115.11 8" DI TYPE 1 115• 64- //4,34 6 116.50 115.33 8" DI TYPE 1 //3 94 114 74- 1-1 117.50 114.00 COMM TYPE 11-48 INFILTRATION CB 11725 #'3.48 1-2 117.50 114.00 COMM TYPE 11-48 INFILTRATION CB //G•Gg 113.49 OPEN END 8" PVC ELEV AT 1'1'6:90 's 5.45 TYPE II-48 CB-. 8" CL 50 DI SD Q 0.38CFS (BIOSWALE BYPAS ) TO INFILTRATION L RATION CBI-1 Si016 I* s 0, CONTOUR INTERVAL 2 FEET .116.48 \ CITY OF AUBURN DATUM 19,45 \ VERTICAL DATUM - CITY OF AUBURN BM 9-W, ELEVATION 109.88, CITY BM TOP OF MON IN CASE AT INTERSECTION OF 17th ST. SE WITH 'K' ST. SE SITE GRADING AN STORM DRAIN IMPROVEMENTS STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2, ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE DRAINS TO "EITHER" STREAMS, "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. LANDSCAPE AREA ADJACENT TO 17TH ST SE . .. ...... ... ..:........ ... .... ....... -I I 2.5FT TO 3.5FT OF COVER II = TOP ROCK FILLED TRENCH ELEV 115.00 - WRAP ROCK FILLED TRENCH WITH MIRAFI FABRIC - 8" PERFORATED INFILTRATION PIPE --4E 8 PERF PIPE 114.00 100YR WS 114.23 3�_ .I' I _ 25YR WS 113.60 10 YR WS 112.82 2 YR WS 112.56 4' WIDE WASHED DRAINFIELD ROCK 1-1/2" IN TRENCH 8TM INFILTRATION TRENCH TYPICAL INFILTRATION TRENCH SECTION NTS STANDARD FRAME AND GRATE fi /- GROUT CASTING TO TOP SLAB SOLID 8" PLUG ON TOP OF TEE TA.C. MANHOLE ADAPTOR 1.41FT (D 8" PVC SDR 21 TO TSYSTEM �T Q=0,44 CFS (DESIGN RATE TO INFILTRATION SYSTEM) J ' IE 1'1#.-A 4 COMMON 8" FLAT PLUG W1 RUBBER GASKET ►'3.T4`! W/ DRILLED ORI ICE DIA - 3 50" 7, I E 8"X8" PVC 90' TEE W/ RUBBER GASKET JOINTS 8" FLAT PLUG W/ RUBBER GASKET CB#1 FLOW SPLITTER TO BIOSWALE STANDARD FRAME AND GRATE Tlt 9'9 PARKING LOT ONDING I1&' 17 MAXIMUM S 117.0Q - - -II -Ii1=1I1 - I Igo TYPE II-48 8" CL 50 DI SD T 1r IE 1-a4. 56 COMMON r.. L r �1 GROUT CASTING TO TOP SLAB SOLID 8" PLUG ON TOP OF TEE - PVC TO DI ADAPTO R Z:: A.C. MAN HOLE ADAPTOR 8" CL 50 DI SD B OFILTR _I ATION Y S STEM =0.79 Q CFS (DE SIGN RAT E TO INFILTRATION ILTRAT ION SYS TEM) tl 8 FLAT PL UG W RUBBE R GASKET ,,,ORIFICEI - D A = 4 1 4 8 X$ PV C 90' TEE W/ RUBBER GA SKET 0 ET JOINTS CB 2 OUT LET CONT ROL L CB FAC # 0031-99 BLD # 0406-99 RECORD DRAWING CERTIFICATION THESE PLANS ARE "APPROVED" FOR These drawings conform to the Contractor's construction records. CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS By: 14tCHAF- A 0WLIE Date: !Z ! C+m m Title/position: Q 1- 5-.r:).A'w' n!' -- APPROVED BY s Confirmed by City: pate: 3 , O DATE APPROVED w U z a J CL z a w 5 w z cis w z vrn C_ 3 a 7 >2 `a a� ^ N C X A_ 0 0 ww 00 vi o cn > '� c0 N L-LiG U N LMU o �rn I c a� L.L 1 a`) l"/7 Q' > w Le1.e,! c � o0 C) CN° r� N Q O 11-) v % doiAO Z E W Y r� �. >< mQ L J �I o> J Ln T ' l E...� Cr. Ln 00 O 111 CL , DESIGNED BY 1E 1, 19� 99-145 PROJECT NO. HEET C 3 OF 4 00 19 I.SB.S' cc Lo c�c w z z w J w a: c� U 0 a� CD 3 Cn C.J I Y 0 ac U _ 0 U L U c tn w w 'o ki a a Lo SR 18 O G�G�ti a P I T = 9� s 17TH ST SE PROJECT LOCATION r,. CK AUTO SALES, AUBURN, WASHINGTON A PORTION OF THE NE 1/4, SE1/4, 3LrGTION 19, TWP 21N, RGE 5E, W.M. FILL AND GRADE HAUL ROUTE THE SOURCE MATERIAL LOCATION WILL START AT MILES SAND & GRAVEL'S AUBURN PIT LOCATED AT 1201 M STREET SE. THE HAUL HOURS WILL BE CONSISTENT WITH THE OPERATION HOURS OF THE SOURCE MATERIAL LOCATION. THE SITE WILL BE FILLED BY THREE TO FOUR TRUCK AND TRAILER COMBINATIONS MAKING APPROXIMATELY 3-4 TRIPS PER DAY FOR A PERIOD OF UP TO 10 DAYS. THE TRUCKS WILL TRAVEL FROM MILES SAND & GRAVEL'S AUBURN PIT, EXITING FROM THE SOUTH DRIVEWAY DIRECTLY ONTO 17TH ST SE, WEST ON 17TH ST APPROXIMATELY 750 FEET TURNING LEFT INTO THE SUBJECT SITE AT 1344 17TH ST SE. STORM MH TYPE II RIM 115.30 18"IE (E-W) 110.80 rEXIST STREET LIGHT ,- SILT CONTROL FENCE RIPRAP CONSTRUCTION ENTRANCE r' CITY OF AUBURN STND DETAIL DEV-5 ;!15.10 CLEARING LIMITS ,'4,17 IF BERM IS FILL, COMPACT / TO 95% MAX DENSITY & STABILIZE R 3:1 MAX BOTH SIDES INTERCEPTOR SWALE N TS RIM 116.68 CNTR CHAN 113.27 18" IE (W-E) 17 T H ST SE CIE (N CB TYPEI RM 116.36 8"IE (N) 114. - r y .117.61 FLAG LIMITS OF INFILTRATION AREA NO CONSTRUCTION OR PARKING WITHIN THIS AREA EXCEPT FOR INSTALLATION OF DRAIN PIPE 15'WX5 'L I f t A Imo- BIOSWALE AREA TO BE PROTECTED JV EXCEPTF OR GRADING OF ACT(VITY SWALE SEE C-3 TYPICAL r:s::i ;if Y a 15_, R I P RAIP INLET TO E C POND i BTM ELEV 1" T_ w'~�"""' 116.1 MAX WS 177 ©© { r• 114 I=.F( FI /SHOWRO E 0 ,• r `� � GRADE SHALLOW SWALE f TO DRAIN TO ESC POND = I �_, � FF 118 .50 ( PER CITY DETAIL DEV.-9 1� 6.3::, S. z8 RIPRAP CHECKDA S 11 f:• 5 a :.O `N IN SWALE (T P) 18� 2 / Za, I116.96 \ I ( a ' �e 17 9 \; a?1--- I\, p� .22 LIMIT FUTURE BUILDING 116.8g f�) \ I C'_ -1 i 1 ;.18.29 75 1 6 86 121.21 ' 1 I � .116.98 1 E��$. 1.5(11 cV _q T DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE \�, �� \` a ' r OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION �, �� L ITS FUTUR B;.JILDING I ,VICE ` I` PRACTICES SUCH AS SEEDING AND MULCHING AND EROSION BLANKETS.�\ i,SHQP ,1,1 ff:'92 I 1 i 7.61 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER J-- `' , i T,I 11'n � �263 J UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE \�`1,4 w�� 11.F;5 ; `": •;\ DAY. \ 16.�: 117 OA 117_ • 1 A DESIGNED AND SHOWN2 TRAFFIC MUST USE THE WASH PAD S., � ;• ,' •,. -, - r �.. .....•.......,.__.. n -- - - .. � ._..... ...._...., .. ...,_.., .. 1-4, 3• ALL TRUCK 1 . CARRYING MUD INTO STREETS, PLANS TO PREVENT C .,, •,. ,,, '',..; '"� -, .; ;; ;,..,� ,.'.. ---- .- ON THE TESL -- ---- _.-.._ ..__.___ .-_---- 4, ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE 116.48 158 56 N89 38 35 FROM BLOWING FROM THE TRUCKS. r'' 119.8 MUST BE COVERED TO PREVENT DUST �19.45 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS\, �� C ADJACENT PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL SITE GRADING AND E�OSION SEDIMEN'TATION CONTROL PLAN BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. A MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSTRUCTION. I WEST PROP LINE I I EX 7.5' ET CONC S/W 1 _ LANDSCAPE AREA PAVEMENT PARKING LOT I GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) 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 PERMITTEE. 3° THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FOR FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY° 116 I FINISHED GRADE 117.15 PVMT , I EX FL 116.92 { I � I I Aw r-L.- - - - - - - --------------- EXISTING GRADE i SOUTH PROPERTY LINE FINISHED GRADE I i 118 eAyENT I _ l..--_ ____ - 11.6 i EXISTING GRADE 1 114 114 114 118 NEW 7.5 FT CONC FL! 118.58 EAST PR I P LNE (� 116� I I+ 112 SOUTH PROPERTY LINE FF_ Sir \ I • WEST PROP LINE LANDSCAPE AREA 118- I i l- PARKING LOT 116 I - I FINISHED GRADE 117.15 P 114 I NORTH PROPERTY LINE FF SHOWROOM 118.50 FINISHED GR DE /T PAVEMENT EXISTING GRADE FINISHED ;GRADE PAVEMENT EAST PROP LINE 114 CONSTRUCTION SEQUENCE 1• SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OFFICIALS. 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 3. INSTALL FILTER FABRIC FENCING AROUND SITE AS SHOWN ON PLANS, 4. STAKE CLEARING LIMITS AND EXCAVATE ESC POND PER PLAN AND SECTIONS. 5. CONSTRUCT SHALLOW INTERCEPTOR SWALES WITH RIPRAP CHECK DAMS GRADED TO DRAIN TO POND. 6. GRADE AND LEVEL SITE TO ELEVATIONS SHOWN, TAKE CARE TO DIRECT ALL RUNOFF TOWARDS ESC POND. 7. INSTALL SITE UTILITIES, INCLUDING WATER, SEWER AND STORM DRAINAGE IMPROVMENTS PER THE APPROVED PLANS, 8. MAINTAIN ALL ESC CONTROLS THROUGHOUT SITE GRADING, INSTALL FILTER FABRIC IN NEW CB'S AND ADDITIONAL ESC CONTROL MEASURES AS MAY BE REQUIRED DURING CONSTRUCTION. 9. COMPLETE CONSTRUCTION OF BUILDING AND SITE WORKSTABILIZE EXPOSED SURFACES AS REQUIRED INCLUDING PARKING LOT PAVING AND LANDSCAPING. 10. HYRDROSEED OR OTHERWISE STABILIZE ALL EXPOSED SURFACES. 11. REMOVE TESL MEASURES UPON FINAL SITE STABILIZATION AND CITY APPROVAL. 12. WORK WITHIN THE RIGHT OF WAY SHALL BE LIMITED TO 15 WORKING DAYS. 1. HYDROSEED MIXTURE FOR SITE STABILIZATION SHALL BE: EROSION CONTROL SEEDING: BY WEIGHT NAME 10% REDTOP 40% ANNUAL RYE 100% CHEWINGS FESQUE WHITE DUTCH CLOVER 2. APPLY SEED AT 120 LBS/AC (MINIMUM). 500 FILL/EXCAVATION QUANITIES: APPROX -- --- CY'S OF IMPORTED FILL, SITE MASS GRADING WILL ATTEMPT TO BALANCE WTH EXISTING MATERIAL ONSITE 1. IT IS PLANNED TO REGRADE APPROX 3,000 CY'S ON SITE TO THE CONTOURS AS SHOWN. IF THE ONSITE STOCKPILED MATERIAL IS ACCEPTABLE, IT CAN BE USED AS STRUCTURAL FILL UNDER THE PAVEMENT AND BUILDING SLABS. 2. STRUCTURAL FILL (UNDER ROADWAY AND BUILDINGS) SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 95% MAXIMUM DRY DENSITY. SITE SHALL BE WATERED AS REQUIRED TO OBTAIN DENSITIES, PROVIDE COMPACTION TEST RESULTS TO CITY FROM APPROVED TESTING LAB. 114 LEGEND (S) SANITARY SEWER MANHOLE ® STORM DRAIN MANHOLE N STORM DRAIN CATCHBASIN FIRE HYDRANT W WATER VALVE alw WATER METER • POWER POLE o TELEPHONE RISER o-� STREET LIGHT 0 25 1 50 100 Scale 1" = 40' CONTOUR INTERVAL 2 FEET CITY OF AUBURN DATUM VERTICAL DATUM - CITY OF AUBURN BM 9-W, ELEVATION 109.88, CITY BM TOP OF MON IN CASE AT INTERSECTION OF 17th ST. SE WITH 'K' ST. SE FAC # Q031-99 BLD # 0406-99 RECORD DRAWING CERTIFICATION THESE PLANS ARE "APPROVED" FOR These drawings conform to the Contractor's construction records. CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS By. M?olfir+. i DE WI tr Date: Jt Tltle�posltion!l.. APPROVED BY Confirmed by City: Date: f -300 DATE APPROVED Q f410 00 D 13'86' NMI law r- i C. ,.mow if 1,..,1, J 1. ra Lj"j C11"e> It Li-1 w M C'4 ., I C) O 00 1 < Ov77 0.4 � x . < n Uj Ln 0z L U 'i WtoN 0 00 04 pr) 11 DES1 99-145 PROJECT NO, SHEET C-4 OF z a 0 Cr LD I- -1 w w Z CD z w Cn J w Y 0 0 0 cv cu 0) U O 3 Q a U0 a e i 0 1 Q ]C GJ 41 N 0 v 12 U I C L M Cn W ,j U W 'G &I co 0 3 CD w i Q /- DECIDUOUS TREES (SEE NOTE) w Il MIN 1 FT TO SLOPE •5. 7.5' S/W 3% CROWN 6FT FACE I CURB TO FOGUN 5 P' '�R •� RADE 1 1) �� \P�1 _ - -� — �� 9: � P � �r I .•. - =_ I -1 2,•7 HT V RIES -I11 1I e r �' 1 3 �� O� ' _ PAVEMENT SAWCUT ���� __ 1-I __ / COMPACTED PIT RUN FOR FILL STORM MH TYPE II RIM 115.30 18"IE (E-W) 110.80 #.. / 'rJ / ..'.. , . �r / UNDER SIDEWALKS 4" CEMENT CONCRETE SIDEWALK •• "• ' ' :' X . REMOVE EXISTING A.C. RAISED CURB CUT EXISTING PAVEMENT TO SQUARE PER STND DETAIL STSW-1 ROCK TOP COURSE MINUS CRUSHED 4" THICKNESS5/8" M SHED �p ,,x`\ $d - ' . &. •' r{r\^����) ;. ;. ;. r EDGE AS REQUIRED AND INSTALL NEW CURB AND GUTTER TACK EDGE AND LANDSCAPE STRIP FOR DECIDUOUS TREES r ,,. :. `-� ' / . ' '-.'.','..... % PATCH PAVEMENT W/ CL B A.C. AS READ �! PER COA STND DETAIL STLS-1 USE ACER RUBRUM (RED MAPLE) s . • -1. ' ' . , ....... NEW S� W ALONG FRONTAGE ',', .'. .' .. '.'... , ,', ' , . , ... , , , , , , . \\ TYPE "A" VERTICAL CURB & GUTTER 1-1/2" CALIPER AT 25' O.C. STAKED IN PLACE PER DETAIL : I �\ :1 i . . . ' ,. .. • • ' .. _ . . , 4 '.,THICKNESS 5 8 MINUS CRUSHED ROCK / TOIL, COURSE UNDER CURB BE E 4" POTS CK) . .... .,. .'.'- .'. ,'.' N6!� AROUND CTOSTAPHVYLOSHALL VA (KINNN e ✓• - , ,,. .1 - . . .., . ' , .. ... . .. `` PLANTED AT 18" O.C. THROUGHOUT BED AREA PLANT UNDER AND AROUND ALL TREES ,' ;.''-' ACCESS AND UTILITY ESMT \ GROUND- S ALL BE 4" POTS OF . , . , . • r . , - �� SECTION FOR CURB REPLACEMENT + TYPICAL AND NEW W SIDEWALK �; ,`PVMT AF # 8005220600 ARCTOSTAPHYLOS UVA URSI (KINNINNICK) - I. PLANTED AT 18" THROUGHOUT BED AREA w. l", ,.... ,., ....I.,....-. . .. .,.. 1h ". . , . , ... ' I. - .C. , ..... PLANT UNDER .AN AROUND ALL TREESND \ \. . .... , .... .. SPECIAL NOTE: GUTTER, PLANTER AND SIDEWALK WILL EXISTING H AMP IDEWALK . .. ', ., .'.<...... .. ,.. .... • - ., .. . . .. .. .. . .. ...........I. .... ... •. SERVI C ,., ...... ..........: F AUBURN. 4 . ,� k 1b N+32 END NEW Z .. '�y SHOP CEMENF �bNCRETE S1bEWALK TRANSITI' PAVEMENTMSECTIONDBEETWEEND FOGL NE AND EXISTINASPHALT RAISED CURB IS NOT VERIFIED AND WILL REQUIRE I �'� ,' L t j,, �' �'`1 �A 61+00'TRANSITiON TO EX R ADIUS •. , , . FF 17 ...... t0 EXISTING PATHWAY ON. A. 1 75 \ STREET AS NEEDED TO < / „'' ;, I / ." ' PVMT .:. a NI SMOOTH CURVE MATCH EXIST CONIC / ...: .....:. - ...:. .:. , ... .. — , . .. '� .... .. • . - , . .. , .... 0 LANDSCAPE' STRIP FOR' DECIDUOUS , .. �• . h PROVIDEAREQUIREDLPAVEMDNTOSECTION.T f i 11<o N W ROW R37.00 �!', ' DED \.... TQ BE DEE \ CURB AND GUTTER. AT NEAREST JOINT BEGIN NEW CURB AND GUTTER.. .: .... <... • .'.' '. ... . , , . ti . , .. , . ... - .. ,,. .. ...: . PER COA STND .DETAIL STLS �, ' •' �� , , ..._ ,,,,, , , , , , , , ,, . - .. . .. .... ;-1h� 'A - ,' t/ coy ,.,. ... ., .,. .TRANSITION TO.NEWS W: . _..:. / .. . . ... . ..,.. ER RUBRUM (R MAPLES' USE C ED ...:, `` ". a x' e ,:/ 1, .. .. \ EXIST ,S/M► 10 �� \> _ I WITH. PLANTER AS .SHOWN1. ... , , .. , . , ...: , , .... , . STA 61-+26' 36 LT . . .... , .. , . .. XTRUDED. gJRB FOR AUTO ALES. LtiT..1.... ..,.-,... - . , , . . 1-1/2"..CALIPER .AT 25' O.C:.... . . . ...........i .. '. , , , . ..:.. 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SE NEW GUTTER p� M W r O �� o: O O rn ,� oo � CN N aox w 1 2 FLOWLINE ELEV TIONS '� - E- (U N 2 I-..- EXISTING C NTOUR LINE SPOTEL V N FINALA M KE SMOOTH TR NSITION TO SHOULDER 00 EXISTING S OT ELEVATION 1 122 " •' . EX STING FLOWLINE ALONG N, ® SANITARY EWER MANHOLE i NEW FL WLINE CONC C RB & ® STORM DRAIN MANHOLE . GU TO MATCH DGE EXIST A.C. PVMT . ® STORM DRAlN CATCHBASIN - �.._ --� ., -"' 'r * FIRE HYDRANT 12 1 O _ _•_. . M WATER VAL MATCH EXISTING FLOWL NE p WATER ME R AT EN OF EXISTING C RB & GUTTER • POWER POI F POWER PO W/ STREET LIGHT 118 FAC 0031-99 i 1 Z I i ZOOO i °, BLD # ' — 116 ': G`j`rG hi RECORD DRAWING CERTIFICATION O� "APPROVED" THESE PLANS ARE APPROVED FAR I `� •t4' '�` These drawings conform to the Contractor's construction records. CONFORMANCE WITH THE CITY OF °' AUBURN ENGINEERING DIVISION REQUIREMENTS . I :�� .� By. MIGHAC-L R. PE wi T Date: tZ-18- 114 � i � " .14' P� s � ' Title/position: --__ .�,,.-.---� APPROVED BY �$�1 Confirmed by City: Date: s j� %pp . DATE APPROVED 112 I I . . :i� ' AUBURN WA�� SOUTH CURBING AND SIDEWALK IMPROVEMENT PLAN SHEET RYKELS ENGINEERING GROUP,INC. . a,.rQ :� CK AUTO SALES LOT, 1344-1'7TH ST SE AUBURN WA DRAWN C- AJR - Land Development Consulting Engineers -Civil, Municipal, Subdivisions, p 9985 •. '` • . ST .. S E� Wp� OWNER DEVELOPER: CHUCK KLEIN � DESIGN OF 1 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 Fax 253-638-1982 #1 10/00 REVISED PER CITY PLAN CHECK #1 AJR 328 37TH ST NW, AUBURN, WA 98001 3/1/00 99-145 EXPIRES 6 4 200, NO. DATE REVISION .LY) PH 253-351-2995 FAX 253-351-5023 - DATE• PROJECT N0. J U PFO(8 01010 O0 D' STS PLAN SYMBOL INDEX TO SHEETS SHEET NO. DESCRIPTION Acer rubrum 'Parkway' 17T" STREET SE. 1. PLANTING PLAN & MATERIALS SCHEDULE 2. PLANTING NOTES & DETAILS Parkway Maple WestThujlicata 3. IRRIGATION PLAN & MATERIALS SCHEDULE Western Red Cedar 1 & B sapper "Northwest Native" B & B 4. IRRIGATION NOTES 8r DETAILS 6' height B&B i _----�-.-- -a- --� -- -3— - — —•- _ — r_ — _-.� • !� SoD t..ALuN /t Sod Lawn: to be locally grown s gem ervirens 'Suffruticosa' I Suffruticosa Common Boxwood 5 gallon \ container v PLANT MATERIAL LEGEND BOTANICAL NAME SIZE COMMON NAME ROOT CONDITION _ Acer rubrum 'Red Sunset' 1-1/2" caliper Red Sunset Red Maple container Acer rubrum'Parkway' 1-1/2" caliper Parkway Maple B & B _ Acer rubrum 'Bowhall' 1-112" caliper Bowhall Maple B & B Thuja plicata 6' height Western Red Cedar B & B "Northwest Native" Buxus sempervirens, 'Suffruticosa' 5 gallon Suffruticosa Common Boxwood container ®Raphiolepis 'umbellata' 5 gallon Roundleaf Hawthorn container OPrunus laurocerasus 'Otto Luyken' 5 gallon Otto Luyken Laurel container OEscallonia 'Newport Dwarf 2 gallon Newport Dwarf Escallonia container ORhododendron spec. 24' to 30" Unique container Arctostaphylos uva-ursi 4" pots Kinnikinnick plant at 18" on center, under And around all tree and shrub Plantings within shrub beds. (spacing detail supercedes quantities shown on plan) • Sod Lawn: to be locally grown Mulch: 2" depth of fine bark mulch. • Import topsoil: refer to notes. Bioswale hydroseed; 40% JAGUAR TALL FESCUE 30% BARCLAY PERENNIAL RYEGRASS 25% RED CREEPING FESCUE 05`6 HIGHLAND COLONIAL BENTGRASS SEED @ 3#11000 SCIFT. FIBER MULCH 2O00#/ACRE TACIFIER @ 100#/ACRE to0.5o — +02.50 t 0S.00 PAVED AUTO SALES LOT PROVIDE A 6" EXTRUDED CURB AROUND ALL LANDSCAPE AREAS 5 gallon container aW.O. c— Unique 24' to 30" container LINEAL FEET OF WILTRATION SYSTEM UNDER LANOBCAPING � 1 PiEb 61LJLKEV� I-%Z GJu.IP�' Arctostaphylos uva-ursi 4" pas Kinnikinnick plant at 18" ort center, under And around all tree and shrub Plantings within shrub beds. awthom 5 gallon Sontainer do4) 0.4.. ww 2 gallon container 97.7T:, Thuia plicata Western Red Cedar Northwest Native 6' height \ B&B 1 Z-1$-ZAoo Bioswale hydroseed, see bekrly SALES OFFICE SERVICE SHOP LL a J O O EXISTING STORAGE FACILITY Acer rubrum 'Bowhall' Bowhall Maple 1-1/2" caliper B&B PROJECT REF: SAC oo3( - c19 ibis plan sheet conforms with the City of Aubum's Planning Department minimum landscape requirements. Approved By: 5A-+^ Date Approved: 02 2-2-00 Record Dnw&V CeMAcatlon These drawings conform to the Contrador•s construction records. By: MIC14AZL IL PBwIIr Date 12' Imo- ZOooZo00 - TItle/POSltbn P S CordYmed by City: 01010 X W O U z W r t X W z SCA LE = 1" 2014" 0 5 Mill 20 40 :%.7'1 C::::)ODlsss [ Cl ?SIR 1 r , n � 7. In 3 l� lu W Q Nj 3 J IU IU Q 1� i t a c N J W Y< �3 VM Ili >4 riil"IO O t1A•;��'5faAU� Z 0 O� .J h 0 O= X:) n- V < < MULCH, USE SPECIFIE➢ MULCH AT SPECIFIED DEPTH TAPER DEPTH TO PLANT TRUNK. TOPSOIL PER III—III—III-1 0 PLANT PIT E EXCAVATED TO I I I —III -I 2 TIMES THE , .�.+. RDAES ATHE VILL ➢ HTH AND 3 —III—III— - PROVIDE A 4' DEEP WATERING BASIN AROUND SHRUB. WATER IN THE SHRUB THEN REMOVE BASIN GRADE 4 GRADE -'-1 11 I I I' i PULL BACK 1/2 OF B I 4' DIA.PERFORATED DRAW LDIE, AND CUT WIRE BASKET USE IF REQUIRED, RUN TO IF ATTACHED DAYLIGHT HAND COMPACTED BACKED L MIX AGRff�i FERTILIZER TABLETS QUANTITY PER MANUFACTURE'S MOUNDED TO SUPPORT THE TREE ROOT SPECIFICATIONS BALL CROWN V ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE SPECIFIED BACKFILL MIX ONE GALLON AND LARGER MATERIALS SHRUB PLANTING DETAIL cOPyrVft Dv Uwf PJ~ft C . N.T.S. DECIDuaUS AND EVERGREEN MULCt* USE SPECIFIED MULCH AT SPECIFIED DEPTH. TAPER MULCH TO PLANT TFi! AREA. i j GROUND COVER ROUGH GRADE SPECIFIED TIPSf K"- C POTS AND SMALLER SHRUB AND GROUNDCOVER PLANTING , Copyr• t One Leaf PubUsfi�p Co. N.T.S. 1/2 EQUAL EQUAL is edge of -planting area plant TRIANGLAR SPACING DETAIL oopyrum one Lear PeWitp cm KTi. LOCATE BEFORE YOU DIG "ALL UTILITIES" CALL 1-800424-5555 PRIOR TO INSTALLATION OF IRRIGATION & PLANTING GENERAL PLANTING NOTES 1. Tie landscape contractor shill be r spoustble for famiisrirmg.tremselves with older site Wpravemeats prior to starting the landscape wort 2. Tie bmdscW contractor sbal aae nation while excavating to avoid distarbmg : zy otifitieL lT atihies are encountered the contractor shag promptly advise the general R.3W , rusty company and anyone else that could be interested. in the disruption. Tbe'Qadarape eou or before digging shill calf for a location Of an atiGtiea by A locaser tion vice 3 The bmdsmpe eoetraetor shall be regmnsible for eosaime" speei is quantities eatground covers, daubs, trees and A other materials aueh as soil quantities and amonats of labs required to complete the project. For ground covers we the on nester spacing set forth in 92& plant materst seise 1 11 For saw and makbm tae the depths indicated on the pb -jpgg schedule or An tolled out is time toles. 4.. Ground coves oral be phoned in an egtsAeriai triangular spacing Pattd s at tiEs� On taster Stinting indicate d is the plast material agate Where ground cove ed arm aslbo>•t a curb or wall[ area the atiassam apatsg at this edge srsl be 12" how the nester of the plant it:mmma� the edge of the planting area 5. Tke lan&wW antraetor is vpossible for providing and plasting the qu-tiffbammam— Of plants AM are reprraeu by symbols on the plan set or by ealcwistioss. 6. Al ssb-pmde shal be ant by the general eantractor to One tenth fmsr grade' the required and apeedted top =1 depth. Unless otrewse agreed apse is writing between t�� landscape ea!rm ler, gemral eastrscem and the Over. 7. A miaiem of 4" depth Of three way unperied topaoi shal be placed m aft ahr:e<>t=mma and fare lawn best arena. E"roseed of m mane control pass arm sbol be ou grades see: the geaeid Contractor. Retetll d saport a" to a depth of sex sMia into the platting n as is practical -an as tat to jeopardize the stabW" or any eloped area, t lrevide a ariimtm of 2" dep& of asetSrar gonad bear awier la al piashtits lttrEmm=d arm 9. rertiCoe al plhatbW will agrirerm in tilme tablets to the Bass tiouL 14. Fertirme a• plast material dwitr Agro transplant fertlimer 4-2-2 per memsomrs spedrkstiom, MAN pint mwerialk shall tx N is tie an s ent A. A. N. atendards f r ttrsery s m=tmd6 (latest aikian)- M Il+ e f dead or damaged materials sbal be made at em n� M Plant and stare at plant mawrids per phm set details. 0. The ltndscalhe endracllar dal gmaa akE and warranty 21 materials and relsibmm=31111111 wwimatiip Of installation fora period of ooe yew and / or one oostpiele growing season tnsi Ameptallce- by 1I prpcoo;l.cm MIM s"" 02.22 .m 400 lual W. k trl t ' M V J (� r w ; t t Ir W ty 0 z O W J >Ya 0�3 m z z m ova �oQ�3 r- _ O� J N W N a4� tn33 Ozz <mm Y » U<Q 01010 DoDIses- 0 I 17TH STREET SE. Iv 'l4 Lu OEMi / l / r'r PR'OVIOE A t" EXTRUDED CURB AROUND ALL LANDSCAPE AREAS 1 n PAVED AUTO SALES LOT ♦\ 7 \ Ge \ \\ �� l't o, �y IRRIGATION SCHEDULE Symbol Manufacturer (Model No. /N9NalvAsD Body No. Nozzle P.S.I. G.P.M. Spacing Use (0 /S Gz 3 if 93 / 5'Jz) ❑ l NB/�D MPR /8D /StiyT 3 0 . Z / IV IV70 / 0 RA/,u,e/ram MRA �o /sEsT .3 0 . & y' y l ti v Li+W0190 MPA /90 /o 12114 .30 1.30 / ' 2 /Boy /N J.Aw.) g1/N8/R-[7 /+9PR 0,0fv /2 Q --�;O , fol /Z�g /8oq/ruJAwa/ 'j5;q-fNP1)eL? IVj0,4- I fD (o /Z ✓14AI -15 0 /, 9-3 /Z1A /d°`//,V LAw-J 6 L�/NJJ/ /"IPd� / DCo Q 30 , ZC 0 f'S —_-- = 4413--vE PIPE CL, 2.00 Miu. s 15rL " 1-r pl- ---- r-tigll•L UN� CL, ivo H/N• SoJL o✓�C- / ~ 5/ZE /%z-rr L LANE Cl- 2G>D 5/LE N pGN,d Lid / OG CL►v ON —5F-4 or-- A/ /-- F�ESGo L�oS bL� f.Stl✓ /- DoMESTI � Fi 1/i41-1/E vic-l< lAVP /- c R,g/,u8/R� Ca Y2oC1ErL -r�L ouNt1� /NS/ 5� F III, I tOd MEAL FEET OF MIFILTRATION SYSTEM 2 UNDER LANDSCAPING M J [If ot 2 W UTO SALES OFFICE I� '/r 4 it-1l-2ece SERVICE SHOP CO"M40L CLack to ® EXISTING STORAGE FACILITY IECT REF: PAG o o; I - 99 s pars am approved for conf6mumae wkh the City o1 Ws Engineerirq Division requhenants. feed By: low. bydbr 01010 by 1—n ; x W iIL � � W J Y z L Im Ito<, ao mqg O SCALE 1" Is 211111'"r S N » So 0o p IS8S Elm 3 of 4 Y 4 AUTOMATIC CONTROLLER ATTACH PER MANUF. 1/2" GALVANIZED CONDU FOR 110 V. ELECTRICAL P.V.C. CONDUIT FOR LOW VOLTAGE WIRE EXTERIOR HOUSE WALL NIPPLE THRU WALL SEAL WITH MASTIC. JUNCTION BOX l JUNCTION BOX CONCRETE FLOOR v'..:I IF P.V.C. LONG 90 SWEEP VALVE CONTROL WIRES AUTOMATIC CONY SIDOLLER E GARAGEINSTALLATION WALL MOUNTED IN POP-UP SPRINKLER SCHEDULE 40 P.V.C. ELL SCHEDULE 80 P.V.C. NIPPLE FINISH GRADE SCHEDULE 80 P.V.C. NIPPLE — MARLEX STREET ELL INON -PRESSURE LATERAL LINE SCHEDULE 40 P.V.C. MARLEX STREET ELL TEE OR ELL TRIPLE SWING JOINT DETAIL WITH SCHEDULE 40 RIDGED PIPE & FITTINGS 12 STANDARD VALVE BOX WITH LOCKING LID MALE ADA►TER— COAIUON WIRE �r ,O-wLATERAL LINE ELECTRIC REMOTE_ CONTROL VALVE GALVANIZED UNION iFINISH GRADE •'• ••• NIPPLE • BUSHING AS REQUIRED •6 • fwMAIN•LINE -• i CU/FT GR ROUGH GRADE CONTROL WIRE OMMON WIRE A VEL SUMP ELL or TEE AUTOMATIC, REMOTE, ELECTRICAL CONTROL VALVE DETAIL PVC minimum two times the diameter IS- 24" BLEEVE of Pipe to be inserted into cleave) 7P typ.; / / OPlanter �� Mission J tin or Lateral ----- -- —Stab-Up L Flag Wire Planter �� Paviag Wire Sleeve (minimum of two inehe �aeb-. Garb'' diameters building IS- 241' 1/ yP yP{.�' i Wire Bleeva Walk Wirs Gin or Lateral ------- sleeve -------- Main or ------ ;m — Lateral i N at L—Carb ® 24. 8 © a y a m • r r type typ. 0. •idewal • Wire se a sleeve Curb Lime of curb or wall _ Paving Carb trlasing f -pip ki O TEEIrcH` D of t Metafte tap• sl:Es�s lNaire line or to Lateral line live ell ^'-Irrigation flag tape closed vertical stab -oat • marker pipe or 1. Irrigation wire or 2. Metallic tape Irrigation wire (TYPICAL) • Viill *III BLEED 6XI.Ir IF INQUIRED not to esalo EY COlf'TlACT K��VI[EifTA. or / Shrubs ark Maleb o B' Top Soil • 0 M GROUND COVER -SHRUB BED LAWN PLANTED BED PLANTING DETAIL AT EXTRUDED CURBS, MOUNDED PLANTING BEDS max AMETEK ECONOMY TURF BOX r NOTE: ALL FITTINGS TO BE GALVANIZED. PAINT ALL GALVANIZED PIPE WITH ONE COAT CARBON ELASTIC PAINT DOUBLE CHECK VALVE TO BE INSTALLED WITHIN A CITY APPROVED METER BOX WITH tat" CLEAR WORK SPACE, TOP, BOTTOM AND SIDES. TO BE SET FOR FOR VVwrEFt1zATIG14 ♦ r - To LBS. PSL BLOW-OUT AND PRESSURE TESTING to: AMETEK STANDARD Box i 1 .rl.. oM• Ir1,b eels• 1...• .•l.• '• jiy:�P�c' -9r, '' 1 , 'f-`";�'':-t-.--✓LLB N 4i ai ai r rl : �L• +�. l: �:::_7:C ub LY.�r. .h Az:.; n•. N rM .btNr po••O N••• V •.•,�'f w I•�I•I�r� .4 ?.: '1.pp l� -M• N••� i11 rM• q"MI ,Lr q"wl .....,,..I li:: ,M• q".•I TEST COCKS To PRESSURE QUICK POINT OF FACE UP PM TESTIN IBACKFLOWPREVENTER REDUCING COUPLING METER CONNECTION VALVE VALVE POINT OF CONNECTION D CUT IN DETAIL INSTALLATION OF POINT OF CONNECTION LOCATE BEFORE YOU DIG "ALL UTILITIES" CALL 1-800-424-5555 PRIOR TO INSTALLATION OF IRRIGATION & PLANTING IRRIGATION PLAN NOTES WORK BY OTHERS 1. GENERAL CONTRACTOR a. The general contractor shall provide sub -grade of +/- .IV, an elevation equal to the finish grade minus the topsoil depth. b. The general contractor shall provide for the removal of all asphalt extending more than four inches beyond the back of any curb to allow for the installation of the piping and sprinkler head installation. 2. MECHANICAL CONTRACTOR a. The mechanical contractor is to supply and install the water source and deduct, or any meter locally deemed the irrigation meter, as set forth in the plan set. He is also to set a galvanized standard threaded stub -out with a standard threaded tap on the discharge side of the teeter. This stub -out is to be set at eighteen inches below proposed finish grade level or provide a stub -out connection in the house service water line. 3. ELECTRICAL CONTRACTOR a: The electrical contractor is to supply 110 volt power to the automatic controller as it is located on the plan set and provide all thru-wall conduit for wiring. WORK BY LANDSCAPE IRRIGATION CONTRACTOR OR OWNER 1. No irrigation work is to start without an approved sub grade finished by the general contractor. 2. It is intended that the eonvactor shall install systems that are complete and fimctionmg properly in every way, and provide a'one year guarantee against wodanamhip and materials failure. 3. The contractor shall be responsible for any damage to plant materials due to irrigation system failure during installation of plant materials. 4. The contractor shall check and verify all site conditions, utilities and services prior to any digging or trenching. Call the locating service at (1-800424-5555) "Seattle Phone Number", Check Your local phone book for the local number or call the individual utilities. 5. The contractor shall be responsible for coordinating his work with all and any other trade on the project site, active or inactive at the time of his work. 6. The contractor shall be responsible for all irrigation sleeves under paving. Sleeve piping is to be schedule forty P_V.C. at a minimum of two and a half times the diameter of the pipe to be inserted. These sleeve pipes shall be set twenty four inches below the finished surface proposed. The ends of rtxse sleeve pipes are to be taped closed after installation and prior to use so they will not be contaminated. Be sure to stake for location. See sleeving installation detail. 7. The contractor shall be responsible for coordination of irrigation chases under paving on the structure, through walls, slabs, curbs, etc. as needed for irrigation work. S. The contractor shall provide complete backflow prevention mechanical equipment to meet all local requirements The contractor shall check with the cross connection department of the local water district and install the system per their requirements and per plan set details. If the details of construction differ from that of the plan set, notify the landscape architect, owner and/or developer at once and prior to purchase of equipment to be installed. 9. if the local static water pressure is greater than eighty P.S.I. the installation of a pressure regulating valve is advised (a P.R.V.). Adjust the pressure regulating valve to achieve the maximum performance at approximately seventy (70) P.S.L. 10. The contractor shall provide and install the irrigation controller that is called for on the plan set and at the location sighted. '1 Ci IN .d qt ft j W N IL 0?Q 00 W J rn >YQ 0cc �3 Z LU z0 020 t I1. The oontrsdor &a piovde and P� *0 Irrigation WNW from the outside through the conduit provided by the electrical contractor to the controller location and conned them to their respective stations. 12. The irrigation contractor shall make all low voltage wire connections. V_ 3 3 13. All irrigation System work is to be per local, state, federal codes and all r �' maafactuaers materials specifications. i RI J t 14. All outdoor valve installati on!f are to be housed within a plastic valve box with ymp lids sod within planting seas. Place top of box even with finished mulch or pp and devotions. Within paved areas concrete boxes are to be used and be approved A Q A by the general contractor omio 15. A11 main line piping is to be buried with an eighteen inch soil cover. All Son -pressure laud line piping is to be buried with a twelve inch soil cover. No rocks or odw debris is to be inthe backfill soil and it would be preferable to have a clean 3" turd bed material for the piping to rest on. 16. Place a8 poQ-ap sprinkler heads two inches from all curbing and sidewalks. _ hsall an Wrft&k s on triple Swing joints or as an approved option on a 0 "6cnble funny PIPE jOWN. install sprinkler heads adjacent to buildings no closer J = 0 than eight inaheS dory wan. Watch for footing drainage, tic.. LU 17. irrigation systems we drawn diagramaticany for ease of drafting. Adjust line N N location as necessary. Heads are to be placed according to the plan AllQ Q Q irripaion equipment is to be placed within planting areas. 0) 3 3 18. The contractor is to install, in -line, line drains as required to stop low head 0 z z r-off and erosion. Provide one cubic foot of washed pea gravel drainage aram und each }one drain. A timiunnrm of two drains per zone. Stop o-matic sprinkler heads a m m can be used as an option Q Q 19. The contractor Shall provide the owner with an "as built" drawing and operators man els upon completion Also he is to instruct the owner in the proper winterization and activation of the irrigation system, 20. The entire irrigation System must be operated electrically and nm through one continuous operaDpml cycle in the presence of the designer/architect/owner and provide temptable coverage. Acceptance in writing will start the warranty period Ow will include ose activation and one winterization of the system. jSp oo st - *A Record Drawing Certificallon t4rigs i�ritbrtn lD the Corwactoes construction recmds. •HAdt. � �$WtTr 1- - LooO set• LS byCit . Ni;�YT !IQ>rt8lSR 4 OF 4 01010 000rsgs