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HomeMy WebLinkAbout05D1869Aj 1"=100, 0 50 100 200 CALL BEFORE YOU DIG 1-800-424-5555 LEGEND: PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CAICH BASIN EXISTING TYPE II CATCH BASIN EXISHNG TYPE I CATCH BASIN ❑ PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE ------------------------------ PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE O EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED PAVEMENT PROPOSED CONCRETE —W— — UTILITY CONFLICT NOTE: CAU MN: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT fHE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULA"IONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. SPECIAL CONDITIONS NOTES: 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE CITY ENGINEER. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1 /1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE MANUFACTURER RECOMMENDATIONS. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. C. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHAL'_ BE TAPED OR WEIGHTED DOWN THE FULL LENGTH OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKEL' OR TIED. COVER SHEET CITY OF AUBURN GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2002/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTEND OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL S5555) FOR TORM SEWER GAS, POWER, UTILITY TELEPHONE AND( TELEVISION). SEWER, 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR THE THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY OF APPROVAL CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT HANDOUT. SPECIAL NOTE: THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING ASSESSMENT PREPARED BY GEOTECH CONSULTANTS, INC. JULY 18, 2001 AND/OR OTHER SUBSEQUENT SITE SPECIFIC SOILS OR GEOTECHNICAL REPORTS SHALL BE INCORPORATED INTO THE DEVELOPMENT OF THIS SITE. MONITORING BY QUALIFIED GEOTECHNICAL PERSONNEL DURING SITE DEVELOPMENT IS REQUIRED. ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: JASON HUBBELL, P.E. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: DENNIS SALTYS, P.L.S. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 LANDSCAPE ARCHITECT: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: H. BRUCE MCCRORY RLA #504 ADDRESS: 18215 - 72ND AVE. S. KENT, WA 98032 PHONE: (425) 251-6222 ARCHITECT: HELIX DESIGN GROUP CONTACT: MIKE MEADOWS ADDRESS: 6021 12TH STREET, SUITE 201 TACOMA, WA 98424 PHONE: (253) 922-9037 Ui Q Q0 S 331 st ST S PEASLY HWY. 18 CANYON RD. S 36th ST. SUPER MALL OF THE GREAT NW 15th ST. VD. SW VICINITY MAP N.T.S. LEGAL DESCRIPTION: THE EAST 300.00 FEET OF LOT 2, CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LA- 1-007 (REVISED), RECORDED UNDER RECORDING NO. 20011106001193, IN KING COUNTY, WASHINGTON. TOGETHER WITH THE EAST 270.00 FEET OF LOT 10, BLOCK 25, JOVITA HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE 12, IN KING COUNTY, WASHINGTON. TOGETHER WITH THAT PORTION OF 59TH AVENUE SOUTH, AS VACATED UNDER CITY OF AUBURN ORDINANCE NO. 3630, RECORDED UNDER RECORDING NO. 8702100441, WHICH ATTACHES TO SAID LOT 10 BY OPERATION OF LAW. EXCEPT THAT PORTION OF SAID LOT 10 AND SAID VACATED 59TH AVENUE SOUTH LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF VACATED 50TH AVENUE SOUTH, 439.70 FEET DISTANT SOUTHERLY FROM THE NORTHEAST CORNER OF SAID LOT 2; THENCE ON A DEFLECTED ANGLE RIGHT OF 89'30'00" A DISTANCE OF 354.21, MORE OR LESS, FEET TO THE SOUTH LINE OF SAID LOT 10 AND THE TERMINUS OF THIS LINE DESCRIPTION. SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS: BASIS OF BEARINGS PER RECORD OF SURVEY BY DANNY P. HALLIN, P.L.S. DATED APRIL 1982 AND RECORDED IN VOLUME 31 OF SURVEYS, PAGES 240-240D, UNDER RECORDING NO. 8204239001, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM: NGVD 1929 PER CITY OF AUBURN. BENCHMARK: BENCHMARK IS ON TOP OF MONUMENT CASE IN CENTERLINE OF INTERSECTION 15TH STREET AND WEST VALLEY HIGHWAY. ELEVATION=75.71 FEET CITY OF AUBURN BENCHMARK 03-L PARCEL NO'S: 3751600711 3751600727 3751600731 INDEX OF SHEETS C1 OF 5 COVER SHEET C2 OF 5 GRADING AND STORM DRAINAGE PLAN 03 OF 5 STORM DRAINAGE FACILITY PLAN 04 OF 5 SANITARY SEWER AND WATERMAIN EXTENSION PLAN C5 OF 5 CONSTRUCTION NOTES AND DETAILS L1 OF 4 PLANTING PLAN L2 OF 4 PLANTING NOTES AND DETAILS L3 OF 4 IRRIGATION PLAN L4 OF 4 IRRIGATION NOTES AND DETAILS EXISTING IMPERVIOUS AREA = 5,464 sf PROPOSED IMPERVIOUS AREA = 89, 327sf c 0 z z z M � M Co Co Co J j U U U m CL d CL � o 0LLj 0 N V) Q. W ex W L. a -5 ti ti U� Y "U' Y U U m Y m M m Y T m h O \ N ,� \ o �� N .�t V. 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PER CITY REVIEW 4 10118105 BGW JGH JGH FCR AS -BUILT REV 3 11/18/05 1 KJB I KEH I JGH (REVISED PER CITY COMMENTS 2 1 1 /05 1 MFB I JQ i I JGH REV I SO PER C I TY COMMENTS 1 12A2/04 KM I KEH I JGH REVISED PER CITY COMMENTS No. I Date I Ely I Ckd. I Appr. Revision Ul,1 aim F'ELTRAM PLUMBING ,engineering 11533—gm2.dwg Date/Time: 01 /17/2005 16:24 Scale: 1=20 kbaard Xrefs: z 1 1533—s,z 1 1533—t,z I I n3-b,jhubbell, 10 20' INGRESS/EGRESS AND UTILITY ESMT SANITARY SEWER AND WATERMAIN EXTENSION PLAN S 01'07'09" W EX, SD..MH B RDCAGE _- EX. SDMH RW=109.95 RlV...-105, 0 IE 18" €•VIC SE=105A IE 18" PVC S=98,60 II•. 18" �'-'Vc NW=9€.,99 1 i/ 2 LF D.I. W PRIVATE FIRELINE) 2 LF D.I. W PRIVATE FIRELINE) a a° 0 Q v d 3 PROPOSED BUILDING FF =104.5 a 00 ° z a NEW SSW , 104.35 RIM=IG2-.& 98.0± IE= JaSL:9- a IE 0 BLDG.=98.5 d a a 79 LF 6" SDR-35 SS 0 2.0% MIN. 289" A . 1-8"x6" TEE (MJxFL) 1-6" GATE V LVE (FLxMJ) 3 # LF 6" D.I. EXTENSION 9.2 = 1-5 1 /4" F.H. ASSY. CONC. BLOCKI G R r... PER C.O.A. D WATER-07) U_ co WY ) ZZ ZZ EX (2' )WV I I ALL°zz `z/ / F II 1-12N x8■ TA PING 1 I 1-8" GATE VALV (FLxM,k" j` IICONC. BLOCKING UI EX. C8 T**" ' PF %a 1E 12" PVC N-94,51 IE 12" PVC, S=94. 1 EX. C S TYPE 2 ..........� RN=99.62 IE 18" PVCS=86.62 IE .18" �,VC' 1:=86,5? 1. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMPLY WITH THE CITY'S TECHNICAL MEMO INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES. 2. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW ASSEMBLY PLUMBING PERMIT. 3. BACKFLOW PREVENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE DEPARTEMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES. 4. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS ''CONNECTION CONTROL SPECIALIST. 5. PRIOR TO INSTALLATION, BACKFLOW PREVENTION I WBLY PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL SPECIALIST. WTALL 1-1 1/2" 12" 15' WATER EASEMENT FIRE SPRINKLER NOTE: SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAD 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. z a G o .2 W a z w w w W z l� ca o Co U M o U Q 0- EnU yew >- r >- Z Z ~ 1 ar U U v a 0 �LL 2i 3 aW. a a I.L. j4 w cn w cn w cn w En W Z � W Wk > W a fx a � > LLJ W LL ♦♦^^ yr v) WC9 c� >ti ca 17) ti CD _:1 o a W ]C W ]e U 17 W ]e U a m � m 13 m � m "� A m z =Y�Y o� a \ \ N 4+ 00 00 _1z .r CO N d� h m N .-• 6 Z PREVENTING REVERSE FLOW: PRIOR TO BEGINNING THE WATER MAIN INSTALLATION THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE INTENDED METHOD, IN DETAIL, THAT WILL BE INCORPORATED TO INSURE THE PREVENTION OF REVERSE FLOWS FROM ENTERING THE EXISTING DISTRIBUTION SYSTEM. THE PLAN SHALL MEET THE REQUIREMENT OF WAC 246-290-490. THE CONTRACTOR SHALL CONSIDER THIS PLAN AS A SUBMITTAL, AND SUBMIT IT PER THE SPECIFICATIONS PROVIDED IN SECTION 1-06 (SUBMITTALS). THE ENGINEER MUST APPROVE THIS t') PLAN PRIOR TO THE CONTRACTOR STARTING WORK ON THE WATER MAIN. NSTALL MffER ` � 1 1,_" ^EF2iNC.. -EINE e d' M 2892-H INSTALL 1-8"x6" TEE (ALL FL) �' 1-8" GATE VALVE (FLxMJ) co 1-8" ADAPTOR (FLxMJ) M 1-6" GATE VALVE (FLxMJ) tn -2& LF 6" D.I. EXTENSION 24.61 bo 1-5 1 /4" MVO F.H. ASSY. 00 CONC. BLOCKING cn (PER C.O.A. DET. WATER-07) INSTALL I- 11/2' DOMESTIC METER WITH 1 1/2" SERVICE LINE (PER 0. 0. A. DET. WATER /4 ) INSTALL l- 1 1/2 IRRIGATION METER WITH BACKFLOW PREVENTION DEVICE (SHOWN ON LANDSCAPING SHT. L 4) WITH 11/2"SERVICE LINE (PER C.O.A. DET. WATER 14) a ° ° d a - °- - a1 a e_ a da a. a a° a ° a s d Li.6X.�, i' E d x as as d d e ° ° a. d ° e° A mQ G G WIDE DITCH ° a t � CONTRACTOR TO FIELD LOCATE AND VERIFY CONTRACTOR TO FIELD LOCATE AND VERIFY L" VERTICAL AND HORIZONTAL LOCATION VERTICAL AND HORIZONTAL LOCATION 8 W IE=94.8 OF EXISTING SANITARY SEWER PRIOR TO ANY OF EXISTING WATERMAIN PRIOR TO ANY 6" SS TOP=91.0 CONSTRUCTION. PRIOR TO CONTRACTOR CONSTRUCTION. PRIOR TO CONTRACTOR NM SSW EX: SS :..X, 1 WID:�. I)f TC'H STUB MAKING CONNECTION, COORDINATE WITH MAKING CONNECTION, COORDINATE WITH U1ILJTY CROSSINQ RIIM=100.0 ` INSPECTOR FOR FITTINGS AS REQUIRED. INSPECTOR FOR FITTINGS AS REQUIRED. 8" "W TOP ROS - -- __ ... afi...--� fir- ........... ..... .... f �.. L... �° ,�a�x �. _. ,__. - _ .... .. .. ......... �....:�:��z `"`�•�ti��� `s _ ..... i � � °I�'�"C �) �...� 12 SD IE=96.46 r - m ...... .. . III - ..... x _r�....................... ........... ........... _ ... .. .......... �a �1-_-�--------.�... ' _ .....:. _ W..... ...._-----..... ��... ............ .......... ,.�...-IN ................ ..... W_ STUB 01'07'09" W .70-4 ------ X. 127 CI v WATER MAIN ESMT I - REC. NO. 20020607001944 II7/_ E 5 �h � 'ENUE SOUTH _.. N E w W " -- "� INST„ „ `. _.. 3 CONTRACTOR TO FIELD LOCATE AND VERlF „ 1-12 x8 TAPPING TEE (MJxFL) VERTICAL AND HORIZONTAL LOCATION 1-8" GATE VALVE FLxMJ " € INGRESS/EGRESS ESMT t X, ;PL 1 (FLxMJ) OF EXISTING WATERMAIN PRIOR TO ANY ' I RFC,O_ 9nn?n6Q7nn1S4& �_ R: f r ,9 6 ........... CONC. BLOCKING CONSTRUCTION. PRIOR TO CONTRACTOR { E CB 1VIDE 1 M=98.04 1 2" PVC ,k 0 : , 6 E..r............. ..... .3 " 9 f I :2 PVC S= 1•.66 3; ik 3 •� i ,•c€ MAKING CONNECTION, COORDINATE WITH 1M ,12» PVC `'=6.00 INSPECTOR FOR FITTINGS AS REQUIRED. SS RIM=9, 21 i r 1E 8" P,llr E..is4.62 1E 8" PVC' N=84.66 IE B" P`J0 SW-.84.89 ............ 9 i j 3 - E � F EX<L STUB P'W'v'WHR STUB I REVISED Record Drawing Certification PROJECT REF • FAC AD4-0029 FIELD SURVEY These plans ore approved for conformance with the City of These drawings conform to the Auburn s Engineering Division requirements. By _lj�� 4o9 -• -- Date 7 e' Title/Position Ld T 6&yi'df�- Approved By. - Confirmed by Clty: j Date Date Approved.• ` O N D 04 004 z 1~ a - W W F- a X r o W r F- = N W 9 u .. GUY y�6 O� Q� pF W A Sys � Q 5 Z SIONA L E�A/ yy� ����•iii{ N EXPIRES 12-30-06 o 07 C N U v N :2 N V) 2 O N X v m C > O C be 2 a� 0 � U 0 cu = � C7 U zO!f O V Zw gV) W X J 00 o Z Q Z w r� W W CV g z z Qn cal N C)cal ao CD X Z n o C) CD 00 Z Z N I I w Lv Z CD CDNa�� s' Lo Lo LO N N . .-. C 7 z z- w o LO U-) 00 W Yu4 c�V) 0 o Q z '�. w 0 ? A� C_ CJ � c® a� E Z Lo *6,: O p 'r _ t N V CONSTRUCTION NOTES AND DETAILS 3" COMPACTED DEPTH — CLASS '8' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED7 ROCK BASE COURSE o�� -- U--- '_ 4 �y 6 0 - (y cr' `10 c"80 0 oo 000 0 0 0 0 coo 000 'n'3 nnn clon 0 ao 0 Qn Ap C=D 12" SUBGRADE COMPACTED TO TYPICAL PAVING SECTION NOT TO SCALE r," utm nl t [_L. EXTRUDED CONCRETE CURB DETAL NOT TO SCALE NOTES: 1 STRUCTURE SHALL BE TYPE 11 CATCH BASIN 60"0 MINIMUM. PIPE SIZES AND CONFIGURATION MAY REQUIRE A LARGER SIZE STRUCTURE. 2. THE OUTLET PIPE SHALL BE 18"0 MINIMUM AND SHALL BE DESIGNED TO ACCOMODATE THE MAXIMUM ALLOWABLE DISCHARGE. 3. THE BOTTOM ORIFICE HOLE SHALL BE A MINIMUM OF 4 7/16"0. 4. PROVIDE AT LEAST ONE 3" x 0.0900 GAUGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAXIMUM 2'-0" VERTICAL SPACING). 5. SITE DRAINAGE OVERFLOWS FROM STORM EVENTS, IN EXCESS OF THE DESIGN STORM, SMALL BE BY THE EMERGENCY OVERFLOW SPILLWAY AT THE SOUTHWEST CORNER OF PROPOSED DETENTION POND. FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. RIM=98.5 STANDARD GALVANIZED STEEL LAIDDER/STEPSA2' O.C. TOP OF RI F, _-Ac -2 24"x24"x24" PVC TEE RUBBER GASKET JOINTS (REMOVABLE) 12" INLET PIPE (D.I.)- EL=93.3 PIPE SUPPORTS MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGRosansTENUIS COLONIAL BENTGRASS 50 FESTUCA RUIBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAJL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTtS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MUL71FLORUM ANNUAL RYEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDROSEED 0 60 LBS./ACRE POND HYDROSEED MIX SPECIFICATIONS NOTE: VEGETATION IN THE SCALE MUST BE ESTABLISHED PRIOR TO THE FIRST DISCHARGE FROM THE POND. ALL RIP RAP PADS SHALL BE 7' WIDE X 8' LONG X 1' Dom', USM THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 100% OR (M AXIMUM STONE SIZE 8 PASSING 6 INCH SQUARE SIEVE 40-60X DR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 20 RIP RAP SPECIFICATIONS 6.0' MIN ,7 6" MIN T' 6" MIN TOP OF ROCK EL.=98.0 (Jp 07d 0 0 . b Q 0 Ak' __ Ak_ luw - 'AllL%_ �BOTTOM OF ROCK EL=97.5 6" MIN. DEPTH, 2"-6" DIA. QUARRY SPALLS EMERGENCY OVERFLOW SPILLWAY DETAIL NOT TO SCALE WITH LOCKING BOLTS 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED CRUSHED ADJUSTMENT BRICK SURFACING BASE COURSE (4- MIN., 16" MAX.) 0 0 C -,7, 0 0 0 q 0 0 OFFSET TOP SLAB C' 5 00-7 ocz ocz 0 03 00-7 003 0 0 Cln- C�n' Ctn' (2 to,(In- 0 0 o 3 ur j06&>0 Oo .4 00 00 00 *01 0 04 FvP 0 080 000 0 � 4 n 0 000 0(0 n nrp n on Don 0 n-30 Ze. 100 YR. WS. ELEV=96.5 25 YR�.W.S. W.S. 12" SUBGRADE COMPACTED TO 95%- - ----- \ �10 YR. WS. ELEV=96.38 2 YR. W.S. ELEV=95.5 MAINTENANCE ACCESS PIPE SUPPORTS TYPICAL GRAVEL ROAD SECTION NOT TO SCALE 12" OUTLET PIPE (57.1.7 I NVERT EL=93.3 WATER TIGHT 4 MIN. CONNECTION z C-4 z PVC MANHOLE ADAPTOR z '--,RUBBER GASKET PLUG IFICE 0= 2 5/16" EL=91.3 ­%oftolvil I I I t &-is" Z) L 8! F. Rll U G T1 U 11 R9 E__ NO 7 INS 7 -A L L ED Q 2 -0.22 CFS QjeO.52 CFS %rO.80 CFS Q100=1.26 CFS N.T.S. W Q5 z U -V Nt m 1"1-111 , 4 Record &vwft CwWkedon PRWECT REF• FAC M-0029 11/8 oS FIE LD SURVEY Theme &mwnp cw*m to U* "Awafiw�m These pkns are approved for confornmrwe wrath the City of wmkwiW"ww*- Aubum's. Engineering DAdsibn requ#wmts. By Date &-A!4 If Title/Position $AV4W= Approved 9r. Con_�/2 ;'jgk� DaConfirmed by Clor Date *proved. 05, > U-) o x _x 0 u 0 z w V) Li x CL U-) C14 z LLJ < C4 n Csl 04 0 C%4 00 Lr) z 00 C14 r- 0) CO 00 LO LO LO 04 C-4 z LO to W 6 04 00 Z uj =5 E V) U-) ............ clo z 0 PLANTING NOTES and DETAILS Planting Notes and Materials 1 1 /2004 SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN—UP, DEBRIS REMOVAL, AND 90—DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE — DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE—ESTABLISHING FINISHED GRADE AND RE —MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90—DAY MAINTENANCE: CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS — PLANT MATERIALS: PLANT MATERIALS SHALL BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (ANLA) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CA" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES "TRADE GALLON" MATCHING ANSI #1, #2, #3, ETC., CONTAINER SIZES. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) HEALTH, QUALITY, REGULATORY RESTRICTIONS ADDITIONAL TO ANSI STANDARDS — PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, TRANSPORT RELEASE. PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUSLY GROWING, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS SHALL BE REJECTED. PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND LATITUDE (CALIFORNIA/OREGON BORDER) FOR INSTALLATIONS NORTH OF THAT PARALLEL. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE, FOR SITES WITH AGGREGATE LANDSCAPE AREA OF GREATER THAN 30,000 SQUARE FEET. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED. IF ON —SITE TOPSOIL HAS BEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR IT, ALSO. TESTS SHALL INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST —CONSTRUC— TION MAINTENANCE PROGRAM. TESTS SHALL BE PERFORMED BY AN APPROVED SOIL TESTING LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF A SOIL FERTILITY AND AGRICULTURAL SUITABILITY REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM, TOPSOIL SHALL CONSIST OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF —SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL MEETING WSDOT 9-14.1(2) "TOPSOIL TYPE B" REQUIREMENTS FOR SURFACE SOIL ON —SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENTS: 1. ORGANIC COMPOST — TOPSOIL FOR PLANTING SHALL CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4% ORGANIC CONTENT. PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST BLEND, CHIPPER GRINDINGS, REGULATED RECYCLING SOURCES, AND/OR AGED SAWDUST MULCH SHALL SATISFY ORGANIC REQUIREMENTS. COMPOST SHALL NOT BE FROM FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. 2. FERTILIZER — COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE INCORPORATED INTO TOPSOIL. N20—P20—K5 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN PER TOPSOIL VOLUME EQUIVALENT. D) PLANTING BACKFILL— ON—SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. E) TOPSOIL PREPARATION, FINISHED GRADES AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES OF TOPSOIL PER A) AND/OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6—INCHES. TOPSOIL SHALL BE WORKED INTO SUB—BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION. BARK MULCH (TOPDRESSING): ONE —HALF —INCH (1/2") SIZE, TO ONE —INCH (1"), I.E., "MEDIUM," HEMLOCK/FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES: 1-1/2—INCH DIAMETER, NET, BY 8—FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL: 1—INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. GROUND CONTACT WOOD: PRESSURE TREATED HEM/FIR TO SIX —TENTHS OF ONE POUND (0.6 LB,) RETENTION. 6" SPECIFIED SIZE WITH 24" #4 REBAR PER DETAIL. LAWN: SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. SOD SHALL NOT HAVE MANMADE BINDER. LAWN EDGING: CUT TRANSITION OR "EDGER" AS NOTED ON PLANT LIST. "EDGER" SHALL BE 2x6 SOLID PLASTIC/WOOD COMPOSITE "DECKING" MATERIAL, AND TO BE BENT UNDER HEAT TREATMENT. STAKE IN —PLACE USING 2x4 GROUND CONTACT WOOD AT 30" — 36" SPACING AND AT JOINTS. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI —DESICCANT: PLANTS SHALL BE TREATED 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE SHALL_ BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISHED GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER THREE —QUARTERS —INCH (3/4") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH (TOPDRESSING): MULCH ALL GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8—FOOT SEPARATION OF TREES/SHRUBS AND 2—FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR SHALL MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE—ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. HOLD PLANTS r ^" EDGE OF PLANTI AS NOTED ON F BED LINE EDGE CURB/WALK Spacing Detail SCALE: NONE NOTE: SEE PLANT LIST FOR PLANT SPACING FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN- 1/2" ABOVE GRADE 1" ABOVE GRADE 2" MULCH (COMPACTED) SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. • �� PRA*� TYPICAL NOTES: n PLo REMOVE CONTAINER & WORK ROOTS BEFREE OF SOIL; SPREAD ROOTS INTO EXCAVATION ' o BACKFILL TO BE SETTLED USING WATER ONLY L= THAN 14AL ( PLANTED AFTER MULCH) ( PLANTED B MULCH) Groundcover Planting Detail SCALE: NONE (2) 2x2 D.F. STAKES; TIE AT APPROX. 1/3 TO 1 2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT Y PATTERN. STAKES AND TREE PLUMB J 3" DEEP SAUCER FOR WATER 3" MIN. DEPTH OF MULCH (BARK) REMOVE ALL TIES, WRAP & CONTAINERS. FREE / A J PERIMETER ROOTS FROM NURSERY BALL A EXCAVATE TREE PIT AT A MIN. OF 4 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE �C PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, ---. OR COMPACTED SOIL. y o LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. o WORK PERIMETER ROOTS FREE OF NURSERY BALL & SPREAD OVER EXCAVATED PIT. BALL & PIT TO BE COURSELY SCARIFIED. Evergreen Tree Planting (6' to 10' Height) SCALE: NONE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTES: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT ROOTS, TRUNK AND LIMBS FROM INJURY } z o BACKFILL TO BE SETTLED USING WATER ONLY - f NO MECHANICAL COMPACTION f o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. o FERTILIZER IS NOT RECOMMENDED. k 1 (2) 2x2 D.F. STAKES (2" DIA. TREATED POLES), PLUMB l WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN a FIGURE EIGHT (NO WIRE); REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING z 0 TURF PLANTING; PROVIDE 3' DIA. "NO GRASS" TREE RING & 3" 5 a DEEP MULCH IN WELL. MULCH: 1/2" - 1" SIZE HOLD BACK FROM TRUNK 8" TO 10" FINISHED GRADE raw �T PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP. TIES. AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL — PENETRATION TO 24" DEPTH Deciduous Street Tree Detail (B and B, Less Than 3" Dia.) 907r1MMMI11►[ewl a FINISHED GRADE AT 4:1 SLOPE MAX); 2% SLOPE TYP. MIN.) CURB PER CIVIL DRAWINGS (WALK SIMILAR) 1" MAX. Planter Section SCALE: NONE 2" COMPACTED DEPTH OF MULCH; 3" LOOSE (MINIMUM) TOPSOIL AS SPECIFIED FINISHED GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. (WITH COMPACTED MULCH) SIDEWALK MY-L0 COPDIi10N (CURB SIMILAR) AMENDED PLANTING SOIL PER NOTES (TOPSOIL) 2" MULCH (SETTLED), 3" LOOSE FINISHED GRADE LAWN EDGING PER PLAN Planting Bed Adjacent to Lawn SCALE: NONE Ic OVER EXCAVATE PARKING LOT PLANTERS TOPSOIL SETTLED TO LOOSEN COMPACTED SUBBASE (COMPACTED CONDITION) OVER ALL AGRICULTURAL SOIL DEPTH OF 3 FEET COARSE TRANSITION FROM TOPSOIL TOSUBSOIL 1-1/2" DRAIN AT LOW POINTS & 10' MAX. SPACING BERM HEIGHT 6" TYP. CURB MIN. OR AS NOTED SOIL LINE: 3" IN N MULCH, FLUSH IN TURF SUBGRADE REMOVE EXCESS GRAVEL " PAVING SECTION AND PAVING (DEPTH VARIES) 12 MAX. LIP Grading in Parking Lot Planters (Topsoil Prep.) SCALE: NONE 1 " MAX. TOP OF CURB TO TOP OF MULCH I ►� CURB BARK MULCH � � � �_� d 2" MINIMUM II ° COMPACTED DEPTH 0 Mulch at Curb 0970�0 E to] �r 1-5-05: No change this sheet. Record Drawing Certification These drawings conform to the Contractor's construction records. By Date Tit/e/Position Confirmed by Clty: Date STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT - BRUCE McCRORY CIV"FICATE NO. 504 (VALID ONLY WITH SIGNATURE) PROJECT REF. FAC04-0029 ca J W Ic W O z (5 z P z Q J Z O CW_ c " D) re < i I— J � W a. r N 0- D U_ Iq o N 1� 0 C 00 z t Q 0 CO W O X L J N W r = N 0 O U_ 0 ai C v o p N z z U cn 0 N j m _ 0 m = C o o Y C v N a a a = 7 c) � I— z zW O zg ii LLI Q Z Q Z w I -'-I N g Z Q O N 00 C9 W 0 rn co 000 z Q z i Lo Lo CD Z Ln `— :N N LO LO w CN :2-7 N CN W Y�� 0V)i These plans are approved for conformance with the City of Auburn's Engineering Division requirements. E c'7 Approved z Lo Date Appro� d: r +' o d d V' tV l C 0 EX, SDM H BIRDCAGE I?1l1=109,(95 ACCESS EASEMENT LANDSCAPE IRRIGATION PLAN L.X. ROCKERY r=20' m •$ IRRIGATION LEGEND/SCHEDULE SYMBOL DESCRIPTION SPRINKLER HEADS: TORO 570Z-4P/6P POP—UP FOR SPRAY HEADS; 4" POP ONLY IN TURF; RISER (R) AS NOTED ON PLAN. DESIGNED FOR USE OF PCD'S (—PC) WITH 30-40 OPERATING PSI. USE STANDARD & 1—FOOT LESS RADIUS FOR UNDER 30 PSI. MINIMUM SYSTEM OPERATING PSI OF 20. SIZE PRESSURE —COMPENSATING DEVICES (PCDs) PER CATALOG PERFORMANCE DATA. MIN. SQ/TRIA RADIUS SYMBOL NOZZLE (—PC: WITH PCD's PER CATALOG) PSI GPM (STD. PCD's PER CATALOG) PRECIP. COVER • • C e O 1� 570Z— 5 F, TQ, TT, H, T, Q —PC 30 0.35, 0.26, 0.23, 0.18, 0.12, 0.09 1.39/1.60 5' F•TIJ T%) "O TO V 570Z— 8 F, TQ, TT, H, T. Q —PC 30 0.85, 0.64, 0.59, 0.44, 0.29, 0.22 1.31/1.52 8' © ®® ® ® ® 570Z— 10 F, TQ, TT, H, T, Q —PC 30 1.33, 0.99, 0.89, 0.66, 0.44, 0.33 1.28/1.48 10' In 13 570Z— 4—SST, 4S—SST, CST, EST —PC 30 0.88, 0.50, 0.86, 0.43 1.39 4'x3O'/l8'/l5' TORO 252 SERIES CONTAMINATION RESISTANT ELECTRIC ANGLE VALVES TORO RAIN SWITCH AND BYPASS O TORO "GREEN KEEPER" 4 STATION CONTROLLER W/ EXPANSION MODULE(S) OF +2, UP TO 12 STATIONS, AS NEEDED. WILKINS 850 — BALL VALVE (SIZE TO MATCH PIPE). FIE CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID P.O.C. TORO 1" QUICK COUPLING VALVE (QCV) AND KEYS; COMBINE WITH OTHER VALVES IN SQ. BOX OR 10" DIA. BOX WILKINS 950 XLT — 1.5" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. ►� PLASTIC BALL VALVE (MATCH LINE SIZE) IN 6" CAPPED SLEEVE MAINLINE — CLASS 200 PVC (18" COVER); SIZE PER PLAN LATERAL — CLASS 200 PVC (12" COVER); SIZE PER PLAN • • • • • • • SLEEVE — CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN o VALVE STATION NUMBER 0 VALVE GPM VALVE SIZE 1-5-05: No change this sheet. Record Drawing Certification These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by Clty: Date z a J o Z o Z Or— N 6 o (5 _j co z � Cr'M FrCL CIS J — U J a W Q Y Z 0 o Z STATE OF Il� WASHINGTON REGISTERED LANDSCAPE_ ARCHITECT BWCE McCRORY CERMCATE NO. 504 (VALID ONLY WITH SIGNATURE) PROJECT REF. FAC04-0029 These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Approved ice/ Date Approved:, r =) W qqr O 04 00 z W Q W W 0 CJ) 0 X -C U J N W r_ N 0 0 U E U n J N N O CO N U Q Z N cn o > N N W m m 2 2 N X v U 4 .a 0 N (n Lij II :D Z O:f O (n Z w N o tl W J [' Q Z Q L` Z W o w N g z Q rh N CV N 00 0 � Z LC)C) C) 00 p� CV r- CO 00 5;o z Q I I zLLJLn CD In Ln 0 z Ln Lo 00 LLJ o G 42 Q L L Lj m .0 Z a v Q) 40 b k CONS M 0 g o 0 m L r v) r O S IRRIGATION NOTES and DETAILS Irrigation Notes REVISED 10/00 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUBOUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUBOUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 30 GPM AT 30 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION TO BE FIELD TESTED. 3. ALL WORK PER LOCAL CODES. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES SHALL BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT" DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON RISERS SHALL BE INSTALLED NEXT TO WALKS, STREET, AND/OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS SHALL BE FLUSH MOUNTED, POP-UP MODELS ONLY. IRRIGATION HEADS ON RISERS SHALL BE NOTED ON THE PLANS. 10. RADIUS REDUCTION SHALL BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING SHALL NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES SHALL BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUAL. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE SHALL BE WHITE. SINGLE STRAND WIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 14. PROVIDE MANUAL SHUT-OFF VALVE TO LINES ENTERING RIGHT-OF-WAY WHEN ZONED IN COMMON WITH PRIVATE LINES A MINIMUM OF 24 INCHES INSIDE PROPERTY LINE IN 6-INCH DIAMETER VALVE BOX. 15. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING SHALL BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC.. CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 16. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 17. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE DONE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. TURF ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY TURF WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") SHALL BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER TIMING SHALL BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 18. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT SHALL BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 19. ALL TURF ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. MARLEX NIPPLE LATERAL MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. FIXED RISER ASSEMBLY OUBLE CARSON GRADE LEVEL VALVE i5ETC BOXES ,w �I■'I �II OWN -4 1 av- 7A —WILKINS 600 PRES. REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP ON DISCHARGE SIDE OF METER. v SCH 80 LQUICK COUPLING PVC UNION VALVE (BLOWOUT) DOUBLE CHECK METER PER VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP PVC PER CITY STDS. THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE FINISH GRADE PLASTIC VALVE BOX (10" DIA.) QUICK COUPLING VALVE 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL (TYP.) MARLEX NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE NOT TO SCALE Z a 0 TOPSOIL (FINISH 00` )0 GRADE) °fir PC 0 PAVING SECTION PER CIVIL PLANS COMPACTED BACKFILL--- o c ° 60 ' O AT 90% DENSITY ° ° 14 (TOPSOIL (TOPSOIL BACKFILL) AT 95% DENSITY � (STRUCTURAL) CT O to O O Q ° ° _ --- PVC LATERAL 6" OFFSET SLEEVE(S) J• 0� ,off ALT. WIRE SLEEVE 0 e0 -O z PVC MAINLINE a VALVE WIRING o m (x a PIPE BED MATERIAL O TO BE CLEAN & FREE ; ` OF ROCK LARGER • :' THAN 1/2- * SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). * DIMENSIONS ARE MIN. CLEARANCES. * ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE INKLER 'LR. OF TRUCTION 6"/12" POP 80 RISER AT SHRUBS 3H GRADE 4" POP AT TURF d . d• SPRINKLER FLUSH AT LAWN & FLUSH WITH _ MULCH LINE SPRINKLER LEX MARLEX NIPPLE ELBOW 40 PVC TEE SxSxT 6" CLR. OF OBSTRUCTION LATERAL MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. • 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) 90' ELBOW SCH 40 PVC TEE SxSxT (SIDE INLET ONLY) E. z aN EQ EQ DOUBLE GRADE LEVEL BOXES _ SIZE TO PERMIT 12" MIN. CLR. - -I l El II FROM WALLS TO TEST COCKS; — BOLT LOCK LID. -I WATER SERVICE �- DOUBLE CHECK VALVE (STATE APPROVED FROM METER ° ASSEMBLY) RESILIANT SEATED VALVES & TEST COCKS; INSTALL ASSEMBLY AS ° ° ° SHOWN OR THE TEST COCKS IN HORIZONTAL IN ° POSITION, PER LOCAL REQUIREMENTS. ° UT ` PVC MAINLINE PER PLAN z < N �j SCH 80 NIPPLE & FEMALE ADAPTER UNION AT EACH SIDE OF VALVE 0 �O C CFO C � O SCH 80 PVC SCH 80 NIPPLE (TYP.) 0 O r o O O O BLOCK AS NECESSARY WITH BRICKS PO OR CONC. BLOCKS AT BASE OF VAULT O 0 U O GRAVEL SUMP-7/8" WASHED GRAVEL )O 0OHO Q 000 O0 PC NOTE: INSPECTION OF COMPLETED ASSEMBLY =I f r-= i -I BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY CL -------_ WIRE WITH WATERPROOF WIRE — CONNECTOR FINISH _—_ GRADE _ - PLASTIC CONTROL VALVE SCH III O—I BOX WITH COVER NIPPLE (10" DIA.02" MIN.) SCH 80 SXT — PVC LATERAL c-, 90' ELBOW TO SPRINKLERS SCH 80 NIPPLE 0__ " o`er`' 6�0o�'O PVC SCH 80 NIPPLE D O O O O O O O 0 0 AND FEMALE ADAPTOR 9 o DODO DODO C)qp oO�C REMOTE CONTROL VALVE; BODY CLEAR OF SUMP PVC MAINLINE 1 C.F. 7/8" GRAVEL SUMP MAIN LINE FITTING NOTES: SCH 40 SLIP TEE -PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX -TAPE WIRE TOGETHER EVERY 20 FT. -MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE -COMPACT SOIL AROUND VALVE BOX -USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE NOT TO SCALE 6" * ELECTRICAL: 24 VAC; INSTALL, PER MFR'S SPECS. * SET ADJUSTMENT AT 1 /4" RAINFALL TO INTERRUPT SOLENOID CIRCUIT MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE. PROVIDE 1/2" GALV. ELECT. CONDUIT TO CONTROLLER. "MINI CLIK II" RAIN SENSOR BY GLEN-HILTON PRODUCTS, RICHMOND, VA. RAIN SENSOR DETAIL (WALL MOUNT) NOT TO SCALE 1-5-05: No change this sheet. Record Drawing Certification C 0 F d o_ 0 M11 N 00 Ez N J Lr 15 ffi 0-0- STATE OF ©� WASHINGTON REGISTERED NDS .R EARCHITECT H. BRUCE McCRORY CERTIFICATE NO. 504 (VALID ONLY WITH SIGNATURE) PROJECT REF- FA04-0029 These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Auburn's Engineering Division requirements. By Date Title/Position roved APP By� ' I— W r_ Cd III VJ 0 Z Z 0 Q 0 0 N � � W_ N 0 D00 C Z Q W W CQ 0 V J N W r = N O E U v) N o z Z V N m _ m = v x KM3 O0. v 1 0 U Q a 0 N = t � U ti 1(j) Z 0' O (� ZW g L,j z Q a a z w 0, W :!5z Q N n N NW 0 un C) C:)C`4 00 00 N r- Z j o N 00 (If ZLAJ W NCO � Q I I w z Z o Ln Lo c� � iy.� w o > UN 0 J Z� z � A�\ a) b J.. C Cr !C ®�5 a� E o Z Lo d m 0 r " ci .J NOT TO SCALE NOT TO SCALE Confirmed by C/fy: Date I Date Approved.•/��d ' OCID1869