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HomeMy WebLinkAbout01D1634LEGEND: EX. STORM LINE ----------------- ----------------- EX. CATCH BASIN TYPE I EX. CATCH BASIN TYPE II 0 EX. SEWER LINE .. - - :._ ................ EX. SEWER MANHOLE 0 R LINE EX. WATER ----------- :,-----__---___ -- EX. FIRE YDRANT Y� .. f EX. WATER METER ED EX. GATE VALVE D4 EX, POWER LINE P EX. POWER VAULT EX. POWER METER [i] EX. POWER POLE -<D- EX. GUY ANCHOR —� EX. SIGN EX. SPOT ELEVATION EX. CONTOUR _ ..... ............... ._......... ..- ...... �.- - ........._ .......... EX. LUMINAIRE-- EX. BUILDING L49 ---------------------,. j, EX. FENCE PROPOSED STORM LINE PROPOSED CATCH BASIN TYPE I PROPOSED CATCH BASIN TYPE II O MAX. WATER SURFACE LINE` '- - - DEAD STORAGE LINE 6" SEWER PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED SEWER CLEANOUT • 8" WATEX PROPOSED WATER LINE PROPOSED FIRE HYDRANT POSED WATER METER fa PROPOSED GATE VALVE N PROPOSED SIGN i PROPOSED MODULAR BLOCK WALL' PROPOSED SPOT ELEVATION PROPOSED CONTOUR ------_-.....����--___ PROPOSED BUILDING LINE PROPOSED CONCRETE ° PROPOSED GRAVEL ''r• t h1WOSED FENCE A: �--BUIL. T DA TA XXX No. I Data I By I Ckd. lAppr. I Revision W I a M s arkra p S.E.1/4 Section 11, Township 1 n.1 ge 4e., Z 22ND ST Willamette Meridian City of Auburn, King County, Washington � Z - 20TH ST f AS�BUX7 167 V) _ hs Y E �. d Q 5 DOWW *.,. N W 15TH ST N S11M 1 ST 316TH ST'' VICINITY MAP NOT TO SCALE f I fill lMY lt I 1 \ -- 40 ..,�� �� ,`A;c:- [ - »Y.: Y'k"*"lilt '-''f:.+ ��`,7 r PARCEL �03035C—C 120 PARCEL #030350-0 so �r- PARCEL *030350-009C r I AI N Y j...� �_. I _ ...,~-...-._•�:.,,_`,!-,.~..~ \ v...`- �-"-----„-„-- . /-:'< - -` �"� .:.A"Csr- ^ .•. ^�; . 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"11 "i \_ _ ._._._ _._ - i , 1 1 , !r ) t r r • 11 1 y, _ , r , ``y\''+-•-•......�,• _,-,--- ,,._-.-._._..-_- 1, ,.r,� 1 1 �'� . � � (j' f l) 1 ! (f � _ ( � A ;'/�'` i .+ ,/f;! _--'- .....�.�.... --•T 5� �-XL- � � =s �\`"`� •.Y....._....-..., _, __,_._- = r t�ti�f 1 J , � � % �,� i 1 ii��f of i� l ,r� r), f't tt/ �f= .,_ t' f �/!i,/j rr /'i•/ � 'r _.. -•-•' 1_",�"'r�^^^� � i c+- ' .. :`,\`•,,- - .r r{�t,l 1f1��f �! / /, /�.��/''" ���' It !t, ,lr.�. l� tl. , { �' / { _ # .li ,rl. /�111r! ! //%/' �=`�J``•-•,._-�,E : \ :. _ Z. ',.`d—_ w•..^"•�.-' _ ^(,:'f,V.fJ "i','i V.; r f t / fj ( ! J t( l I ( l !r f r /'//' F F t J �i^t , .. �- ..�...._—..---.. �_ �..�_._. , , • ,,,, r ., 1 , , .�/:/i.//i,.� , � . f � � I �, J t I ( �` f% , . , .� :, , � .f�'-' � I I CITY OF AUBURN . ,... �' {fir. r { IC5 1lf.//'✓,Y lrj' /f 1ttf�(/ 1,ft,,'1 {. 1, I i i 1/jj1 f j{ ! r `J /' ��/l: �1{/ I _ ,•• 7 a 71 € CO �```•, ..............._... —'- r r .r t�i-jl.! CJI { `. /� i'.-. ,a"'.. / /!�i t�f it t fil 1! (rl rF 1`. ' 1 '•�C � 1=/ / r Ir. '/` � �'/" '�` �. f�f �f tl ' � l � , !f � I. J / ,. f1` �wi�.� r----------- - I _M "+��`,.."�`""' ��"• 7t ,r/;,r,/tr lrt.:tf. fj1 '' :.!.!' /'/r//'.'i tt J tF. I t.''fiF 11j�1 'lllf 1� ('/ ,If 1v1 %.'r1' I 1 ,W,._.._..._ ._. fin.. � f I GENERAL CONSTRUCTION NOTES ' �' 13 76.85 GENE I. �'/!k :`•,,, _ i ,:.Jf: t,' .1/' i;` ,+�.!r ��/� j F'�n�',- r 1�, //' r / r r ,r i �� i fl f , � �f' r 1' ''1 � � `__ --- r a 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN S S :`w, ,"•^+-... -� :: �=` .) ' f t r f i f .. � � / � � ''� .! l' / 1. 1 • J I /�' f , J ( { . I t E J 1 ! , 1 }� !r `, ..,.- ...- •-._...�.-.-.-•T..._..... ,_........... i ^a: ! ttif l;it�iirt'ttf{{fr} f ff ��f/'/1I()/l\ -- i�.'3pys� f i�•'`�%/ / s ff` V�, �J r /// r 1� it. (!�i { I I r 31 l it1i ''' ifs ter' i / j } f �• 1 tl. ;#1. /ri ! / / t✓` 1 f' // ,// �i/_ � // �r 11 i 11 1� I tli`{i rtf` fif d ,� .__ - tt� ,!: ;`:• � /1'%%•r`� "�a;" J!/, l i� g§{jE �J I I REQUIREMENTS AND SPECIFICATIONS. �1 • ./'/�� !J r� ff f , 11���. r�f �,�%���/"•i'..i`, >rJ'. ,t'�,. I! J'' / � �� , S `S4 S t l 1�.------------ i - '�- 11111, i�,;r;; ;•„,,}f�flfF tlt. F --�-r / 11i1�1,;t }lI ;; Ii`11�1,�- irr �*4 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND R EGULATIONS OF „ THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT APWA STANDARD ,. rf f / /rr%�f1, �/ ���� l / ) =i #f / ! 1 f 1 %r r I„ #j it 11/�1 / , 1 1Jr/Jl1'J1 I iI/ r J �, __ -- -- SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION, �1 / f ff 1 / EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY AUBURN STANDARD DETAILS AND...- `✓'� DEVELOPMENT PROJECT SPECIFICATIONS. ,,•';�,is�,,'r ��'��,,/�;%/ !'' ,fr /,'• ''',r� //„��//,rf�1�F�(,{I i,/t�d;!r� p' �`, �%�1��f f' ,%llr'��•��%/,/�!1 �/'r 1 !1/ ��r'r'���%J�'�/ /i;' r'J���'r�'! ✓.J+r�i�f%,� % i�,; ��,,r;�t!'f�l f r�l f?, /lI.,J/',+ /J 'Jr+':/f/r,'l 'i' 1;,"�sr,s. % ,rf� ff/ f / ,'!•. ,�`�r'�' � f,J/J,/,Vl f J �� rr I r r r i/f= y ,'n,. t- '+�" �r(1/rrf///,yF,,�,/ff r/Jj ijrt/��i/( 7 /. lF/ `'�ri,1'�,J•�� rr J;r %�- 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 �..Y APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALI 9 k INDEX: PUBLIC FACILITY EXTENSION PROJECTS.w ' ty SURVEY INF C1 OF 9 COVER SHEET 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION C2 OF 9 SITE PLAN MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROCEDURE /NARRATIVE C3 OF 9 GRADING AND STORM DRAINAGE PLAN „ " " " PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING A FIELD TRAVERSE USING A SOKKIA 3100 TOTAL STATION, AND SDR-33 DATA CONSTRUCTION, THE CONTRACTOR SHALL ONE -CALL (1-800-424-5555) FOR UTILITY COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING EXISTING LEGAL DESCRIPTION C4 OF 9 DETENTION/WATER QUALITY POND PLAN AND DETAILS LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND s- - THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, C5 OF 9 SANITARY SEWER AND WATERMAIN EXTENSION PLAN PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "LIEfZ B-2A" TELEVISION). AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF LOT 1 OF AUBURN LLA 0020-92 RECORDED UNDER RECORDING NO. C6 OF 9 SITE CROSS SECTIONS BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE 9302161187 IN KING COUNTY, WASHINGTON. C7 OF 9 WEST VALLEY HIGHWAY ROAD IMPROVEMENT PLAN 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE ;. STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. LOT 2 OF AUBURN LLA 0020-92 RECORDED UNDER RECORDING NO. C8 OF 9 WEST VALLEY HIGHWAY CHANNELIZATION PLAN DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD 9302161187 IN KING COUNTY, WASHINGTON. CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES • „m. DATES of �Rvrlrs C9 OF 9 CONSTRUCTIONNOTES AND DETAILS° y FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. { CONDUCTED APRIL 2000 NEW LEGAL DESCRIPTION L1 OF 4 LANDSCAPE PLANTING PLAN (DEVELOPED PORTION) 7• TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE PUBLIC TRAVELING ON THIS; ' BASIS OF BEARINGS L2 OF 4 PLANTING NO AND DETAILS (DEV. PORTION) PROJECT SHALL BE THE SOLE RESPONSIBILITY IF THE CONTRACTOR AND ALL METHODS AND WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 11 TAKEN AS PARCEL 1 EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS � :•. t L3 OF 4 LANDSCAPE IRRIGATION PLAN n n N01'11 06 E AS PER PLAT OF WEST BEVERLY HILL DIVISION I AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY REC. NO. 8804070507, VOL. 140 OF PLATS, PGS. 97-100 THAT PART ACCORDING TO AUBURN LLA 0020-93 RECORDED UNDER RECORDING NO. 9302161187 L4 OF 4 IRRIGATION NOTES AND DETAILS SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 11, TOWNSHIP 2' NORTH, RANGE 4 VERTICAL DATUM EAST, W.M., KING COUNTY, WASHINGTON, AND PROCEEDING; WL1 OF 1 SLOPE MITIGATION PLANTING PLAN• - CITY OF AUBURN THENCE SOUTH 01'10'00" WEST, 881.37 FEET ALONG THE EAST LINE OF SAD SECTION 11; _ NGVD 29 THENCE NORTH 88'50'00" WEST, 30.00 FEET TO THE TRUE POINT OF BEGI VNING; ,S �C, ] • �? ;._ THENCE SOUTH 8952'16" WEST, 312.08 FEET; ,w;, , rV Record Drawing Certification �b FAC �f<01-0013 � THENCE SOUTH 01'10'00" WEST, 15.00 FEET; PROJECT BENCHMARK %c PROJECT REF.• THENCE SOUTH 89'52'16" WEST, 958.35 FEET TO THE WEST LINE (3F SAID IJORTHEAST QUARTER' REBAR WITH CAP AT OF THE SOUTHEAST QUARTER OF SECTION 11;,. NORTHEAST CORNER OF PROPERTY I' THENCE SOUTH 01'09'52" EAST, 263.82 FEET TO THE NORTH LINE OF THE SOUTH 153.75 FEET OF E i9Mese plans are approved for conformance. with the City NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTNN 11; These drawin nfor o the Contractor's construction records. rn's Engineering Division requirements. ELEV. = 58.38 FEET NOTE _- 9 • 9 9 THENCE NORTH 89'52'16" EAST, 1270.43 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF WEST ` UNDERGROUND UTILITIES AND FEATURES TED HEREON ARE BASED 8y Date VALLEY HIGHWAY NORTH; ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR BRASS SURFACE MONUMENT AT CENTERLINE OF 15TH 5T: N.W. THENCE NORTH 01'10'00" EAST, 27&83 FEET 70 THE TRITE POINT OF BEGINNING. / TRUE LOCATION OF BELOW 'Ct��. ^ Q.�-c ` � 1'� AND W. VALLEY HIGHWAY E. 1 /4 CORNER SEC. 11 AVAILABLE RECORD DOCUMENTS ONLY. THETitle/Pos/tion �'�' �� Approved PP CITY OF AUBURN BENCHMARK # 26-K (ALSO BEING LOT 1 AND 2 OF LLA 0020-92 RECORDED UNDER RECORDING NO. 93W6087.) GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. xpma. I. � Confirmed b Clt Date ELEV. = 58.46 FEET y y� Date Approved•13 AD Scale: NNW[� - � q Title: Designed NJM �F,\. �; C H A For: I ItIPiC F w 18215 72ND AVENUE SOUTH1 Drawn ELR Horizontal o��`�° ' Q� �(� KENT, WA 98032 me a.west corporate COVER SHEET g . 1"=80' �' Z (425)251-6222 .:. Checked NJM / a (425)251-8782 FAX 1307 WEST VALLEY HIGHWAY NORTH Vertical 9F 25672 �O �� o = .. heef . 8/06/01 NJM NJM DKB REVISED PER CITY COMMENTS:--'' 4 Approved DKB J's�0 �G\ sG �g CIVIL ENGINEERING, LAND PLANNING, AUBURN, WA 98®01 AS�BUILT NA L E 7/13/01 NJM NJM DKB REVISED PER CITY COMMENTS 9 7 00 N/A `TJNG \��� SURVEYING, ENVIRONMENTAL SERVICES 1 5 16 01 NJM NJM DKB REVISED PER CITY COMMENTS Date S EXPIRES 9 23 01 ENG CONTACT: CHARL File: P:\SDSKPROJ\7530\engineering\7530-ol.dwg Date/Time: 0810612001 09:•43 Scale: 1=80 nothon Xrefs: Z7530-S,Z75JO-T,Z75JO 11 0 AKIV� ooft of Or OR 23 Im im . �,�- . I .1 . � . 11 I ; �1. - � 'r -I', � . � I � ,-. � - -� �A � V, �, *. � .1 I .� � . . � �i 11 , . - lffl".�IIA . . . I "Al. -I �'� I k I , , . �,l . I . . I � ,I- 11�1- "" � -- i" ` " - - i , � ; - --- - - I - I - -- -- . - I - - I -1 11 v-- -- �---. - --��%*.V', - I I . I I I I I . � . - I I �- ! . 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I . � I . ! . , I . *' 'r'""404 � � I ilirw I I � � Id, , -1 . I EXPIRES:j - is -00W . I . I 1-- I I �, I � �- If , . . . . . . . . -.1 I I , .-. � � ��'. .-I I .1 Record Drawing Certification PROJECT REF. FAC 00 1 -00 1 3 ,�,// 3/0,/ . , -3 - ::,... ,140W- - , '7 ..... I . I - ;ff , . , . I 'O ". - . , 1. These drawin nfo I the Contractor's construction records - These 'ans are approved for conformance with Auburn s Eng p' ineering Division requirements. the City of - . r 1I* M- Dote Lj "W�' -C) - . . - .&-, 7 -_ - rittellPo- ... on a"t0>,W- �e� ��'-QA%V&-V% Confirmed by Clty - Date — � -� 4;� '4�,&, Approved By. Qjw�� I -*---- Date Approved: 16 (I . r1w- I —* I I % *i Aii, , - -+' I'm V 1. I , , -t�, - . .. I.. - ,-11 �'4 , I --11 I I 1-1 . I I . -11 ,- I ­- I - — - - - -- - - - It" . - � - . I I 01 " . . . . - T I 11 1 1 1 1F, . - , . -1 � 1. - Scale: I I Y, B 0 1 . It- � I - I owr ' � ' . - P Job Number - j , ; - , I ;�. ,� . ,,,r, . No. Date � By Ckd. Appr. � ,�,rw*o* Revision Designed NJM- 'WA (j For: TRIe: . ,,�,'S, i I _ III. I -.11-, .. - - !d 4��- i AS I 0 It, . . . �r .. 1. . � .1 �;; I �� "I ' - -- - - --- Drawn pA Horizontal . .k, . --. I ;�\- KENT, WA 98032 1 megamest corporate park GRADING AND -1 7530 , 11 " 1" --**,�,**�, I A- - .��i;l iP�111,00v", - ,� ,"I I . - I--, -- Z (425)1t-'1-6222 I �, 11-1 �- � I'll. . - . -1-- --r 1. 40 I 11 ,� I I � I.. . 1� 11 I I — I , -- — Checiod � - 1307 WEST VALLEY HIGHWAY NORTH STORM DRAINAGE PLAN -,1"0,-"W16161iiW----.1 ... 111,--� ... � � I NN ,.;,> -1 1-1 - , 0 . (425)251 -8782 FAX ,7- �- , � -- I 1 25 1. 1. 0 . � Vertical I 1:) --- - .- . - . � 0 . ��,C�1, -�, - ,� , ,11 1. I - � 1. L--- I /S 01 -, �, I tA r, . - - \ I- ., . I : . 1� .�� 1 I . 8/06 01 NJM NJM DKB PEVMi !WCITY COMMENTS Approved DKO , I X/ A I �, 1pel � CO I CIVIL ENGINEERING, LAND PLANNING, AUBURN, WA 98001 . I A,' 1�� is -14.. �, ,.�� . - - � I 1*11 1 B REVISED PER CIITY COMMENTS 1 5/16 01 , NJM , NJM , DKB , REVISED 2 Q"-POMMENTS ,,,,,,,. I . � File: P: \ 505KPRaJ\ 75JO \engineering\ 7530-9m. dwg Oote/Rme.- 011 , , - I "I . �F: * 0194 k r-.�,, or- Ii , AL - -�'P%i* �� 1 14:591 Scale: 1=40 erik Xrefs: Z75JO-T,Z75,30-S,Z75,30-8, .... .", 4- I N/A � Date - 9/7/00 - g:� F-E-XPIRE§ § �-- -- - �� 'i, - - -I-- � . � I . I ­ - ­� � '�'/AfQ I N G XO:�� SURVEYING, ENVIRONMENTAL SERVICES I � CONTACT: CHARLES TURBAK ,i .. --�, I I -1 - : �, ", 7- 1 . ..- -11-1 - � i-o�--- ! I � . - . cB T PL 1 ii �6� t,.. x' Phi- _ ,f R IE `2 CNG S=55.23 II � E ,. 0 N l N = 55.19 8" FVO E.=55.60 11 E 1MQTA 0� 06�r 0 10 20 40 ":�.-------------------- . ` SSMH RtM =58.90 -- - IE 12" PVC N=48.27 IE 1 " PVC E=48.40 ,f IE 1,27 PVC S=48.41D ,f`POWER "SOLE �.-.-_.-. W/LIGHT O'..._._......... ..._.— ............... IE 6" PVC=5631 FOYND REBAR76AP ELE+.=68.3Q rt. D C4 NEW 12' GRAVE. A00M ROAD 00 PROVIDE 12' GATED ACCESS TO POND RIP Rom° PAD W/ x 6"-8" QUARRY SPALO 4 AND TRASH RACK ! �� kAANGATE-- __________ 1 I No. I Date I By I Ckd. 8/06/01 NJM NJM DKB REVISED PER g11Y, COMMENTS 2 7/13/01 NJM NJM DKB REVISED PER C11 ,OMMENTS 5 16 01 NJM NJM DKB REVISED PER CITUOMMENTS F 0�4A 4 or 14 = EX. ;- R.O.W. — x — Revision Designed NJM, Drawn ELR Checked NJM Approved DKB Date 9/7/00 Scale: Horizontal 1 "=20' Vertical 1 _4 KWV S � 72 G I S T ERA' SfnNA L EXPIRES 9 23 01 m C O x ...._ __ I TRENOH DRAIN ' SI RIM=59. - -------------��'�- S'-j--=---------- 20C NC IE=54.70 1Q �IIY TEL. J....BOX C4 t ,4 PO'WER POLE `LOW x 5 9 .81 LF 12' PVC �s•t 4:1 4 0.73% i s j { 62.0 f _ x 1 BOk I 6. 4 4 S7 ny Fr 61. 79 '24" N) . r I I E a `�� SCALE: 1 "=20' HOR. 1 "=4' VER. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANKING, �Tj*G ENGSURVEYING, ENVIVONMENTAL SERVICES _ q�0A, ET a TES: ; 1. I PIPE SIZES SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED Typt t ROUND $0� V R B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I MARKED DRAIN b WITH LOCKING BOLTS 4. FRAME & LADDER OR STEPS OFFSET SO: SEE KCRS DWG'S 49 & 50 A) CLIMBDOWN SPACE IS CLEAR OE °.: FRAME AND LADDER OR B FRAME IS CLEAR OF CURB fb ) OFFSET. SEE PLAN SHEET, RIM=_.G9 8— 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE" PIPE: 59.41 OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1 /4". u rCj ,.o a . a y WDID RISER OVERFLOW AND 100 YR. W .ELEV= STANDARD GALVANIZED STEEL LADDER/STEPS SEE KCITS 25 YR. -,� - ELE1f- 52.36 ° -- 12 MIN. NOTCH WEIR SEE PLAN VIEW) 10 YR, 'V—_ 57.24: I = 2 YR. W.S. ELEV = IM ° a WEIR HEIGHT= .2.0' WE1R LE 1 7' , PIPE SUPPORTS 2 `:IN. 24" BAFFLE TM 3 x.090 GAGEBOLTED 1JQ,,...., . OR IMBEDDED 2" IN WALL AT MAXIMUM 3' SPACING.MIN. `. MINIMUM ONE SUPPORT. ..,.. 18" OUT o 18�ET'. SEE NOTE �`' ELEV.= 95-0f 55.11 POST DEV. DEV. FLOW POND FLOW (0) TO POND OUTFLOW 2 YR 1.34 0.28 10 `R 2.19 1.28 25 YR 2.68 100 YR 3.23 ate: RESTRICT z„ Record DrawingCertification ,r REEF.• F>tiC 1-00 13 t Afte 1, pans are approved for conformance with the City of These drawings c for the Contractors construction records. A u bwn's En9 ww*V DWsion r"uirements. ByM, Date 3 Title/position �✓/'��►+��r,�4J/w.3 Approved By. Confirmed by Clty.• Date Date Approved•— Job Number a megamest corporate park DEM.-NTION,/WATER QUALITY rViM 7530. 1307 WEST VALLEY HHWAY NORTH DETAIL SHEET AUBURN WA 98001 snit CONTACT: CHARLES TURBAK C ' d T 01D 1634. ____,���� i I - I E���, ��� I n��� 11=4U � 0 20 40 so . 0\ffl R\00\0000\01 _ I I Lffifflm L\00\\00_1\0x\_\\\,\\1�� , - . , � pf,ft"l,�­'. ** � - - __ . — __ .1 I 11 . ­p, I I — � 71 , , , . I f I I I 11 _1� % '�.� I 1�jj I I I I 11 t I I I __ 11N / 1-11. N � - - ­_ - - - . I "', � a, _-�.� "^N\� -------- � � � � � — � - � � - - - - - - - - � ... ... ... .. - � .. ... ... ... - .- .- ... . I .. 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I - � I - - � i . . � Z i . . ,-�. � 'I. - - . , . - I I ,ft-404i I i1i", 4 . , � I . I � . . r-179 E" mr.ow-mm M �� .- -11 I ,.Ni4, 11 . i 8/06 01 NJM I NJM I DKB I $WSED PER CITY COMMENTS 7/1,3/01 NJM NJM I DKB I REVISED PER CITY COMMENTS . 1=01 � - NJM I DKB I REVISED PER CITY COMMENTS PF 1* 084 f� 157 or- I i Revision . . ., � ;'.',�_ I . . � �. 4— ! Designed NJM Drawn ELR Checked NJM rove14 DKB I PP u — Date - 9/7/00 Sco/e: Horizontal 1 "=40' ( Vertical , N/A ( Ir ' - ,� � ..121 . � I 11 � 1, - - I j A / 1) / .11, .� . . I in 25672 0. 10 STIE .fl �� 'UNA L JLEXPIRES 9/23/01 ] V_ , J. S_ " � h, , ".1 - ie . EXPIRES: I - 15 18215 72N"VENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: I " = '410W � ,qmw a 11, , � , F . . - I- I --I----- __ __ "I ,�... - _ , - .-n., N . - NO ­ I - - __ - . _­- . � ,.,-------r I � ­ '_'_31A��11_;_ i; Record Drawing CerlYffeabon .., I - . PROJECT REF. FAC #01-wO0113 , li ­* .§ . ­4 I . , , I I , ,;rX: ,i�,';i 1� " "k � I kf, 1 - - , � .1 - I I - - P D These plans are approved for conformance with the Cfi� of C':� These drawings c tractor's construction records- Auburn , s Engineering Division requirements. 11 � I , 11 �� 11 . `.1 I I � � I I .1.1 C3`w 1 , F111 - - " , , . � �4 t��01 - " � _'A. BY pLnh. — Date 14. ) 1- � . I - � �, I I I - I "I . I.. .. I � . . . . � , �� "" - "' k j � . ... ,�, , . -- - , --- I " I ,. I � ,.'­ It.. ,V, " . r, 4C "q-;, 404 Approved By. _Owefteb-ae� � i " 11 ..:, 'S TitlelPositiorl & I 11 ��, � 11, I � , . � . ­., n Confirmed by Clty. - Date � : . . 4�,*,^, Date Approved: — - - 9/1 31-0 I - "�114"4w �,;, . �� I , Ck . .C: I-- Q (b (b Job Number - �_i Q) 1-ft. Z� megamest corporate park SANITARY SEWER AND pml Q-) "r.---f"�­ Ll�, ­_11- -14,2_­i11;:_ ' �. " r-11 � %, . . Y!f1f , - 1307 WEST VALLEY HIGHWAY NORTH WATE3110 M1,i�,TE1443" K,M, ­- �� �p' � - . J, , � SheW` .. . . . . AUBURN, WA 98001 - . I - �_'_ , ", �­ ­­' .. .. .. . . I �;;,"�,� .. ­ - , I . , � "I - I -1 - � 1*_ 11 , 11�� . 11,; � , I I . . CONTACT: CHARLES TURBAK � C5 " _� . 0 11�� �, 14*1i,� _ - . _____ . , --- ____ - '' _, -1, ­1 Z — ____ " I ­­�­' - -RRPW— � 71— . . I . I L� - I . . I I - . I , r I - I r . I Q406 01 [) I � `34 I I . ; ­1 1��___A*'I" ''I , L .1 I :I ­;­­ ­­ -, __11. I � 11 � ­ I-- � - � - X-�/ 24" STORM IE=54.0 xz:/ 8* WATER IE-57.0 Q8" WATER IE=53.1 2n WATER ,IE=60.0 24" STORM IE=54 . 3 (D 8" WATER IE=58.8 0 2* WATER IE=59.7 <D 8" WATER IE=56.8 24" STORM IE=57.2 12" STORM IE=58.5 0 8" WATER IE=59.7 �D 8" WATER IE=57.2 24" STORM IE=57.2 12" STORM IE=58.9 Q6" SEWER IE=51.7 0 8" WATER IE=57.6 24" STORM 1E=57.1 12" STORM IE=59.5 No. ( Date I By I Ckd. 8/06/01 NJM NJM I DKB REVISED PER CITY COMMENTS 2 7/13 '01 NJM NJM DKB REVISED PER CITY COMMENTS Al5 16 01 NJM I NJM DK6 REVISED PER CITY COMMENTS PF '� 034A Revision Designed NJM Scale: pj WAS N Drawn ELR Horizontal AS SHOWN Checked NJM Vertical 25672 0 �� Approved 16KB ,rs OC �°``• As SHOWN NA L E Date 0/7/ EXPIRES 9 23 i 1821,5 -72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: r t ... NEW IWII .:.. . PROPOSED GRADE SECTION . . . Vo ..... .... .......6V.yf e . ...... NEW CONCRETE CURB ` ... AND GUTTER :: : : . . : �44. \ o w Z ...... M . { :................... .................. ............... 0,77'r HEAVY: ASPHALT LIGHT ........ ...... . & ING . PAVING PAVING \� .. : MODULAR . BLOCK .WALL.'::::::::: ......... f. r. ; .: . •;k .: . . . {REFER TO SF+EET C8 : FOR . . ..... ...... . r. TYPICAL .WALL 'SECTION) _ \:....'..:.:..; ... EX. GRADE ® SECTION ......... ........ .. 58 , 4 CROSS .CTION.........::.:..:.:..:....:.: _ # ; r' 64.........................Z .:... . ....... . C t C3 SCALE: 1 "=40' HOR. 1 "=4' VER. AL _ Record Drawing Certification PROJEEM i=AC I \ -: s of m to e Contractor's construction records. These plans are approved far con fte City of These drowin g Auburn s Engineering Division reqO By Date Title/Positi6n .Ot,,L�04— I'saW Approved By: , � P h Confirmed by Clty.• Date Date Approved. �3 ��# i. Job Number Title: � 1 p F megamest corporate park CROSS C I ION SHEET �530 1307 WEST VALLEY HIGHWAY NORTH Sheet AUBURN, WA 98001 CONTACT CHARLES TIJP►K �c `� P q tf XA/QCT X/ A I 11' LJIt'w%.LJ1A/ A V Qn A M IA APDnX/CAA=KIT p1 A KI A K11"'1 hQr'1C11 C _. l: X uuMH 686--1 1 IE 8" PVC S 8.40 gig os� IE 8" PVC, E=48.40 8/06/01 NJM NJM DKS REVII§Eb 111 7/13/01 NJM NJM DKB REVISED 5/16/01 NJM NJM DKB REVISED P pF 08 oe 19 ......................... Q NOTE: PAVEMENT SECTION SHALL BE SHOWN a drawings r ae Contractor's R AWW& lw�li�l t! uiremenfs. � OR MATCH EXISTING PAVEMENT SECTION PER�►►r, BY ' -, M � C.O.A. STD. DETAIL GEPT-1. CONCRETE OR BRICK SUB BASE MATERIAL MAY BE / Ttle/Pass ron + �"" Qla� t , ENCOUNTERED DURING EXCAVAn(* OF WEST , Approved By: VALLEY HIGHWAY. ALL PROPOSER PATC-MC, SHALL REPLACE EXISTING MATERIAL IN LIKE Y eve tote Quad:� $t . Approved: 1 +00 2+00 _ 3+00 KING TO LIMIT DIFFERENTIAL SETTLEMENT. ,.A Designed . N� Drown ELR Checked NJM Approved DKB Date 9/7/00 Scale: Horizontal 1 "=20' Vertical — MMENTS MMENTS MMENTS 9 25672 s / S T ER��\,��, NA L `t 1 EXPIRES 9/23/01 18215 72ND AVENUE SOUTH KENT, WA' 98032 (4?5)51-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES megamest corporate park 1307 WEST VALLEY HIGHWAY NORTH AUBURN, WA 98001 CONTACT: CHAR C,' i t 4 CAPSTONE FINISHED GRADE ' MODULAR BLOCK UNIT RETAIINIED ML a GRANULAR DRAINAGE ROCK 0.25 in TO 1.5 in, FINIS040 GRADELESS THAN 10 % FINES • s 6" I G 4 in DRAIN TILE MODULAR BLOCK GRAVITY WALL TYPICAL SECTION REFER TO RETAINING WALL DESIGN FOR SPECIFIC LOCATION No. I Date I By I Ckd. jAppr. 8/06/01 NJM I NJM I DKO I fWVIISED PER CITY COMMENTS 2 7/13f 01 NJM NJM DKB REVISED PER CITY COMMENTS A 5/16/01 NJM I NJM I DKB I REVISED PER CITY COMMENTS FINISHED GRADE CONSTR CAPSTONE MODULAR BLOCK UNIT • GRANULAR DRAINAGE ROCK ' 0.25 in TO 1.5 in, LESS THAN 10% FINES 4" DRAIN TILE BLOCK TYPICAL SECTION C3 jREFER TO RETAINING WALL DESIGN FOR SPECIFIC LOCATION PROPOSED GRADE \10' ARMOURED _ BENCH NO fS SAND DETAILS FINISHED GRADE �-RETAINED SOIL INFILL SOIL ,fOGRID REINFORCEMENT. TYPE AND LENGTH VARIES PER WALL DESIGN 1 " COMPACTED CLASS 'B' A.C. .s CITY OF AUBURN �. a STANDARD CONSTRUCTION NOTES 2" COMPACTED DEPTH WATER MAIN CONSTRUCTION NOTES CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 ` ROCK BASE COURSE 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 42 INCHES. o 0 0 0 o 0 00 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR 12 INCH `b clo og AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER 12 INCHES. 000°Goo o °° ° oQ ooa o ° 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE �. EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING ` TO AMERICAN NATIONAL STANDARD A-21.11. 5. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF "M,,, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TOANSII t#. SPECIFICATIONS A-21.10 AND A�21.11 OF LATEST REVISION. MAU 12 SUBGRADE COMPACTED TO 95% 6. HYDROSTATIC TESTS ON THE NEW P USMALL FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROV'IS10NS b� IESMALL19E fly OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL - ��,0� PAVING SECTION TESTS OF THE ENGINEER. PRESSURE TESTS SHALL BE MADEON�" `�"• EQUIPMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT AL ,#6I`ALLtb'. UNDER THIS CONTRACT, INCLUDING ALL ' (ALTERNATIVE: 4" ATB W/3" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WAITER 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 IE � 3" COMPACTED DEPTH FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION." CLASS 'B' A.C. PAVEMENT 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES, AND METERS SHALL BE PER 6" COMPACTED DEPTH CRUSHED CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1, 2, 3, AND 5. SERVICES SHALL ROCK BASE COURSE 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 DEGREE SEND%- Aft` SPECIAL CIRCUMSTANCES, CONCRETE BLOCKM SHALL ALSO BE USED. SEE STANDARD C000 °° °o 02� ' 0 10, 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR ° o o ° 0 °O o tLo VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND op on 0 WABO-1.;' vak. :. ' 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 FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NOIlk LESS THAN 36 INCHES. THE PUMPER PORT SHALL FACE STREET OR FII ACCESS. wq ' 13, ALL VALVE BOXES IN PUBLIC ! •ITS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO 12" SUBGRADE COMPACTED TO 95% FINAL GRADE AFTER FINAL PAVING 11 COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG--1. HEAVY DUTY PAVING SEC N 4. S C LOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND �1, BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. (ALTERNATIVE: 4" ATB W/3" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE 15. THE UNDERGROUND FIRE'SPRINKLER SYSTEM SHALL BE APPROVED BY THE 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 EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY OF AUBURN. CITY OF AUBURN 9 STANDARD CONSTRUCTION NOTES r " " STORM SEWER CONSTRUCTION NOTES 1 701 1 , 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PEAS 1RM16IIM...:. DEPTH �y ' THE CITY OF AUBURN PRIOR TO CONSTRUCTION. .. . PAVEMENT G \ v "DUMP V 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED NO WASTE" --z' Q o a DRAINS TO EITHER STREAMS, WETLANDS, OR GROUNDWATER' AS APPLICABLE. 777777 /\ /\//�//\/ • A,. „f. v•.=.�"'..'1t �dP�i'�4�F'.lt',�>�i... .BM - 1-1 /2" ASPHALT ASPHALT CITY OF AUBURN TREATED BASE STANDARD CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTESw, XICRETE Cl DETAIL NOT TO SCALE 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE ? ' " PROPERTY BY A PRESSURED TREATED 2 X 4, 4 FEET LONG BURIED IN THE GROUND A DISTANCE OF 3 FEET. THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO.. PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1 FOOT 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. 7' BSI t 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE ' CITY OF AUBURN PRIOR TO CONSTRUCTION. s -. FINISHED GRADE ASPHALT PAVEMENT/CEMENT CONCRETE 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 NATIVE SOIL TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, AND PAVEMENT RESTORATION. COMPACTED TO 95% 3/4" MINUS ;n WASHED ROCKg 2' MIN. .. .w 6" PERFORATED PVC AS -BUILT e �+:- Record Drawing Certific PROXCT REF.• FAC -001of f" w. ., Rme pions ore oPP+ for Vie` w#h the � FRENCH DRAIN DETAIL These drawings ornti to Contractor's construction records. Aubum's Engir►aering Din ts. By Date NOT TO SCALE Title/Po �tion (�Yl�+"riw. •�a..�v�►�'�n.�' By ' Confirmed b Cl Date �.; y �'•' Date Approved: � � 3 Scale: Job Number Designed � �I r ' AS 4 18215 72ND AVENUE SOUTH Me` o Drawn ELR Horizontal ���`� _ Q' KENT, WA 98032 megamest corporate park DETAIL SHEET 7530 I� NJM AS SHOWN (425)251-6222 1307 WEST VALLEY HIGHWAY NORTH o Checked (425)251-8782 FAX n v �. Sheet Vertical F� Sao �`�`� = AUBURN, WA 98001 Approved DKB ss�4NA L E��\ sG CIVIL ENGINEERING, LAND PLANNING, AS SHOWN SURVEYING, ENVIRONMENTAL SERVICES k Date 9/7ltJO r #91Wq 9 2 1 �HG EN � CoWACT: CtibASS TURBAK C9 I 2% SLOrt EXISTING GRADE 1' THICK MIN. RIP RAP PAD N C-12" QUARRY SPALLS FILTERFABRIC LINING ') 0O ARMOURED BENCH DETAIL NOT TO SCALE PAVE WH 12" 6" 1" R 1" R 5x �. d ; •. d, • •: _ 18" _ CEMENT CONCRETE VERTICAL CURB AND GUTTER AND GUTTER NOT TO SCALE cA\- PF '6 034N 01 OF 1_� a� � x;.,�c Planting Notes and Materials 1 /oo SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIAL F0019:R, STAKING, MULCH, CLEAN—UP, DEBRIS REMOVAL, AND 90—DAY MAINTENA. 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. REP7' bt 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 WIC° COPE 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 (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). 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 GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER _ SHE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES M14111 l'M PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, 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 ARCHTiECT 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 0 GON C) SUBSTITUTIONS: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR IETY, WILL BE PERMITTED AFTER SUBMITTAL OF CONTRACTOR'S MATERIAL SUBMITTALS. SUBSTITUTIONS FOR PLANTS SHALL BE COMPLETED NO LATER THAN 2 MONTHS FROM SCHEDULED START OF WORK. SUBSTIT— IONS SHALL ONLY BE MADE AFTER EVIDENCE OF NON —AVAILABILITY IS SUBMITTED TO AND APPROVED BY THE CITY. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER & CITY. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SOIL PREPAR N: MAY BE SPECIFIC 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 AGRICULTUW � .ANALYSIS: AFTER ROUGH GRADING AND PRIOR I�REPARATION, C6N WTOR SHALL OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED. IF ON -SITE TOPSOIL HASH-VEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR IT, ALSO. TESTS SHALL INCLUDE FEI%.RY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTW12ER, 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 THE SOILS 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 SUPPLY TOPSOIL CONSISTING 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 DETERMININIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVIM PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL.. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL IULTING FROM CONTAMINATED OFF -SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING MCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY Mai' TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 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, AND/OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC REQUIREMENTS. COMPOST SHALL BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. FERTILIZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE "AGRO-DELUXE ' NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. M0111- ME s>■r100M� i 1' �•_ a- PF o34A 11 of 14 PER CITY PLANNING REVIEW OF 4/11/01. Revision D) PLANTING BACKFILL ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. E) TOPSOIL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM 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 COMPACTIONS 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: 2x6 PLASTIC/WOOD COMPOSITE "DECKING" UNDER TRADE NAME OF "TREXX". MATERIAL 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: "WILT -PROOF," 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 TWO INCHES (2") 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: MULCH ALL dII01JND 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 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 PLANT TO,, PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WE LY 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. BARK MULCH -J 2" MINIMUM COMPACTED DEPTH 1 " MAX. TOP OF CURB TO TOP OF MULCH CURB a a G a. c n Mulch at Curb��r a SCALE: NONE Designed HB Drawn Ham Checked Approved 0400 3/27/01 Horizontal AS NOTED Vertical N/A HOLD PLANTS r EDGE OF PLANT 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. PREPARED TYPICAL NOTES: PLANTING o REMOVE CONTAINER & WORK ROOTS BED FREE OF SOIL; SPREAD ROOTS INTO EXCAVATION ' o BACKFILL TO BE SETTLED USING WATER ONLY 1 GAL CONTAINER and LA�1C�1 (PLA PLANTED BEFORE MULCH ) - - -Groundcover Planting Detail SCALE: NONE p.F. STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF IWE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT + M PATTERN. STAKES AND TREE PLUMB V 3" DEEP SAUCER FOR WATER 3" MIN. DEPTH OF MULCH (BARK)/.•� REMOVE ALL TIES, WRAP & CONTAINERS. FREE ' � FROM NURSERY BALL PERIMETER ROOTS RO EXCAVATE TREE PIT AT A MIN. OF 4 TIMES n DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL , SET BALL ON UNDISTURBED SUBGRADE, ' OR COMPACTED SOIL. o j 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 WIV to 10' Height) SCALE: NONE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED --\ NOTE: a 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 0 PROTECT TRUNK AND LIMBS FROM INJURY - 6 BACKFILL TO BE SETTLED USING WATER ONLY NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) 2x2 D.F. STAKES, PLUMB (1 1/2" DIA. X 10' SCH 40 GALV. f PIPE AT STREETS) WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP -� MULCH IN WELL. MULCH: 1/2" - 1" SIZE HOLD BACK FROM TRUNK 8" TO 10" FINISHED GRADE / ' 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 SUBBASE (+) 12" Deciduous Street Tree Detail (B and B, Less Than 3" Dia.) SCALE: NONE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES FINISHED GRADE AT 4:1 SLOPE �MAX);2% SLOPE TYP. MIN.) CURB PER CIVIL DRAWINGS (WALK SIMILAR) " MAX. 'f= 2" COMPACTED DEPTH OF MUL0t 3" LOOSE (MINIMUM) .mow° "4` TOPSOIL AS SPECIFIED FINISHED GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE _ 1" MAX. (MATH om,,:_ COMPACTED MULCH)M;._'° �/*-d SIDEWALK AfF CONDITION MULCH CONDITION (CURB SIMILAR) 4" , Planter Section SCALE: NONE ' AMENf`rn DI AAITIAI(` Cnil DCD AInTCC 2" MI, FINISI- LAWN EDGIN- , ". , .n,.,, CJ Planting Bed Adfacent to n ;.Ln SCALE: NONE. 4- x 0 OVER EXCAVATE PARKING LOT PLANTERS TOPSOIL SETTLED TO LOOSEN COMPACTED SUBBASE (COMPACTED CONDITION) OVER ALL AGRICULTURAL SOIL DEPTH OF 3 FEET II COARSE TRANSITION FROM TOPSOIL TO SUBSOIL 1-1/2" DRAIN AT LOW "A, POINTS & 10' MAX. SPACING , BERM HEIGHT 6" TYP. CURB#kk ha {• MIN. OR AS NOTED Ln o SOIL LINE: 3" IN ..� � 6� MULCH, FLUSH r IN TURF :...�,. SUBGRADE PAVING SECTION REMOVE EXCESS GRAVEL. (DEPTH VARIES) `- °°' " '_: AND PAVING .�„ ;', .'o 12" MAX. LIP 00 CP1 CD Grading in Par g Lot MwAers (Topsoil Prep.) SCALE: NONE H. BRUCE McCRORY ` I — (VALID ONLY�� SGNATURE) `v .� ., .. o Record Drawing Certification PROJECT REF- SEP00- 047 "� \ o These drawings conform to the Contractor's construction records. This plan sheet conforms with the City of Auburn's Plaro r- Department minimum landscape requirements By Dote On a� Title/Position Approved By: a> c Confirmed by Clty: Date Date Approved:,' 0 Job Number !' Title: MEGAMEST CORPORAL PARK PLANTING 7530 7 WEST VALL HIGHWAY NORTH NOTES AWD DETAILS to AUBURN, WA 98001 Sheet a- h CONTACT: CHARLES TURBAK L2 M I 4""r: _4w'r LANDSCAPE IRRIGATION PLAN ... .... .... .... .. --------- ------------------------------ DETENTION/WETPON P �II 9, 0 ­4 1 =30' �tP O�FPCNIET 3­­ tk Ws.-1,58AI-) 60-1 Q N 01*10'00" E 0 10y', S. 5 5, 0 \2= dg 15.00' ----------- ... . . .... ... ... .... ... ... .. . .... . 4f� 7­1 F-77 t N N SILOS, CD..:,sue------------ 0 0 0 0— ji 7777 90 0 cll� 4 C14 1 0 30: 0 MIS ci 1 *6 1 t 00 C) IN, GATION �Cp\ 0. V7 V) 3.,OP� ATION 'x, �07 \ 'I-, NEW 04WRLDING (91,730 sf) [TING.FIXED-AGERS It 41 t LINES. i 5 46& 1 �2, 1, X 2 (L 4 # 31E LW MIMI 2 0 OPE1 N, O .4 U 4- 11 4 01 I F SLV 2 1 .4 7 Z' \'O 4- �7\N ..... ...... ..... C, 1 '2 ILL- 1/2' Ilk- 7.2 7.2 ..... . . .... —6 r) 31 3/4- 6 2 - - 3/4" It t " i I . -I �'- ­.� 4 SLV 2" SLV 1 44. Ix' kl� 0 ,4 3/4" A 2" SLV W W 0 " MMRI-I cn; 3 00 P.O.0 ---- ------ (—1/2 ,b 0 NOTE:1 VERIFY PRESSURE GRAWENTit. i f T 0 6 0 '0 10 1 FOR IRRIGATION N SLOPE -- ---- ---- ... 2 4 2.4 25 O'si LOSS iC AT M ETER) STA . . .. . ..... X15 psi ra(OH) — --- — - ---- X 89-5il 6" W 95�.34 C, S 89'52'1 60 W 312.06' 1 --------------------_------- -GRESS -------------- BUILDING 30' INGRESS/fE UJI , LO AND UTILITY`Z 17 �SLQPE4WMENT I I I RIGA110N LEGEND/SCHEULE EASEMENT ("I"') 9BERELINQUISHED" II 0 BUILDING Na I Date I By I Ckd L I . - ­ L I I I Pr 084A 12 cc- Ij Revision Designed HBM Drawn HBM Checked Approved Date 3/27/01 Scale: Horizontal 1 "=30' Vertical N/A ZkTMtJUL IUN MOUNT CONTROLLER ON INTERIOR 6: SPRINKLER HEADS: WALL. INPUT: 117VAC +/-10%, 60 Hz. RAINBIRD 1804/1806 POP—UP FOR SPRAY HEADS; ONLY 1804 IN TURF; RISER (R) AS NOTED ON PLAN; PLASTIC NOZZLES TYPICAL. PROVIDE PCS (PRES, COMPENSATING SCREENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. OUTPUT: 26.5 VAC, 1.5 A. 4v i LOCATION PER ELECTRICAL PLANS, AS NOZZLE PSI GPM PRECIP. RADIUS DESIGNATED. vi RAINBIRD 12 14, T, Q SERIES 30 2.6, 1.95, 1.74, 1.3, 0.9, 0.7 1.74 12' MOUNT RAIN SENSOR ON WEATHER (NOT USED) EXPOSED PORTION OF EXTERIOR ul 0 0 RAINBIRD 10 F, H, T, Q, —LA SERIES 30 .1.6, 0.8, 0.5, 0.4 1.5 10, WALL AT 8' — 9' HEIGHT. PROVIDE PCs GALV. 1/2" CONDUIT FOR IRRIGATION RAINBIRD 15 F, TO, TT, H, T, Q SERIES 30 3.7, 2.8, 2.5, 1.8, 1.2, 0.9 1.8 15' CONTROL WIRE ACCESS TO CONTROLLER. (NOT USED) 24V CONNECTION PER MANUFACTURER'S -k4 to 0 RAINBIRD 15 SST, CST, EST 30 1.2, 1.2, 0.6 1.9 SCALED INSTRUCTIONS. RAINBIRD 5 F, H, Q, CST, —8 (BUBBLER) 30 1.5, 1.0, 0.5, 0.6 51 (NOT USED) INSTALL 1" DIA. PVC CONDUIT FOR 24V ELECTRICAL WIRING FROM LANDSCAPE 15 TORO 3xx-00— 1 5(ADJ,) F, TQ, H, T(306), Q 35 5.17, 3.88, 2.58, 1.94, 1.29 0.99 24' (24') TO CONTROLLER. 07 TORO 3xx-00-07 F, TQ, H, T(306), Q 35 5.7, 4.28, 2.85, 1.82, 1.43 0.42 36' (36') IRRIGATION SHOWN DIAGRAMATICALLY (ON FIXED RISER) FOR PLAN CLARITY. COMMON TRENCH C 0 RAINBIRD 100/150 PEB ELECTRONIC REMOTE CONTROL VALVE (IN MIN. 10" DIA. GRAD`'LEVELBOX) AND PLACE EQUIPMENT IN LANDSCAPE, Pi MINI CLIK 11 RAIN SENSOR BY GLEN—HILTON PRODUCTS MANIFOLD GROUPED VALVES IN ADJACENT QRAINBIRD ESP—XX—LX CONTROLLER (HARDWIRE CONNECTION), PROVIDE GROUND AND BATTERIES PER MFR. SPECS. SHRUB AREAS WHERE FEASIBLE. WILKINS 850 — BALL VALVE (SIZE TO MATCH PIPE). CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID RAINBIRD 3/4" QUICK COUPLING VALVE AND 33K KEYS (QCV); COMBINE WITH OTHER VALVES IN SQ. BOX OR 10" DIA. BOX WILKINS 550 B — XX" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. PLASTIC BALL VALVE (MATCH LINE SIZE) IN 6" CAPPED SLEEVE STATE OF MAINLINE — CLASS 200 PVC (18" COVER); SIZE PER PLAN WASH IN 011 LATERAL — CLASS 200 PVC (12" COVER); SIZE PER PLAN REGISTERED SLEEVE — CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN ANDSCAPE ARCHITECT eVALVE STATION NUMBER E 22VALVE GPM VALVE SIZE CERTIFICAIE NO. W 4. (VALID ONLY WITH SIGNATURE) LAWN EDGING, OR EXTENT 7D 'P BOULDERS — ON —SITE SALVAGE 24" — 3' VARIED SIZES; 24" MIN., 6' MAX. 40" EXISTING VEGETATION LINE Job *umber For 18215 72ND AVENUE SOUTH' Me: V\_ KENT, WA 98032 MEGAMEST CORPORATE PARK LANDSCAPE (425)251-6222 IRRIGATION PLAN IJ07 WEST VALLEY HIGHWAY NORTH 0 (425)251-8782 FAX 0 n. CIVIL ENGINEERING, LAND PLANNING, * �104_ AUBURN, WA 98001 SURVEYING, ENVIRONMENTAL SERVICES '-INC E" 0 CONTACT: CHARLES TURBAK L 4 of—J LT- 0 10 Id 314 'I I �— SPRINKLER 6" CLR. OF OBSTRUCTION 24" �-� SCH 80 RISER FINISH GRADE ffTmrTm (3 - MARLEX MARLEX 90' ELBOW NIPPLE LATERAL SCH 40 PVC MANUFACTURER'S LIMITS PREVAIL FOR TEE SxSxT INSTALLATION AND ADJUSTMENTS. FIXED RISER ASSEMBLY NOT TO SCALE 8 /12 POP 6 CLR. OF AT SHRUBS OBSTRUCTION 4" POP AT TURF I G MULCH CONDITION SPRINKLER FINISH GRADE FLUSH AT LAWN ADJUST ANGLE AT & FLUSH WITH =� f ,: SLOPE COVERAGE MULCH LINE - CONDITSLOPE IAANGLE (TYP)OF SPRINKLER ARLEX NILEX NIPPLE 90' ELBOW LATERAL I* MANUFACTURER'S LIMITS PREVAIL FOR SCH 40 PVC INSTALLATION AND ADJUSTMENTS. TEE SxSxT PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. (SIDE INLET ONLY) 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. P"-' 1 WORMS Y Revision ---DOUBLE CARSON EQ EQ 100,11. GRADE LEVEL VALVE DOUBLE GRADE LEVEL BOXES Li z z BOXES WILKINS 600 PRES. REDUCING VALVE _— - = -1 1 1 L SIZE TO PERMIT 12" MIN. CLR. FROM WALLS TO TEST COCKS; AS NECESSARY = BOLT LOCK LID. T X S COUPLING: �j WATER SERVICE �— DOUBLE CHECK VALVE (STATE APPROVED z 77 CONTR. TO PROVIDE FROM METER o --ASSEMBLY) RESULTANT SEATED VALVES & THREADED FT CAP z o TEST COCKS; INSTALL ASSEMBLY AS ON DISCHAR < ° ° SHOWN OR THE TEST COCKS IN HORIZONTAL METER. ° IN ° POSITION, PER LOCAL REQUIREMENTS. U OUTS PVC MAINLINE PER PLAN SCH 80 QUICK COUPLING PVC UNION L/ VALVE (BLOWOUT) z DOUBLE CHECK METER PER Z z VALVE PER DETAIL CITY STANDARDS �7- N J SCH 80 NIPPLE & FEMALE SCH 80 PVC UNION METER STOP U ADAPTER UNION AT EACH SIDE OF VALVE PVC PER CITY STDS. O �Q �O� C C SCH 80 PVC SCH 80 NIPPLE (TYP.) THE BACKFLOW DEVICE SHALL HAVE 6" C; 0 MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES O O O P,o�C' O O O :0 0 BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT DINT ECTION (P.O.C.) DETAIL O 0 O D C--- o O,_,(� ) oOQ0, �o Oc o Cc O o0 00—�� GRAVEL SUMP-7/8" WASHED GRAVEL NOT TO SCALE n n n = NOTE: III—� INSPECTION OF COMPLETED ASSEMBLY T BY CERTIFIED TESTER REQUIRED. CHECK VALW ASSEMBLY FINISH GRADE PLASTIC VALVE BOX NTS i f l 6 1 1 1 I I —I (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 TFENCH CONDITION SLEEVE CQIi�ITION ° C10 o°o TOPSOIL (FINISH — ) o 10 GRADE) o_.[� r °C 0 PAVING SECTION s PER CIVIL PLANS Q ca COMPACTED BACKFILL 0 c AT 90% DENSITY — ° J o U (TOPSOIL BACKFILL) z a U AT 95% DENSITY � o 0 To (STRUCTURAL) 0n, °nn N 11, O r ° ---- PVC LATERAL n 6" OFFSET O SLEEVE(S) ° ° o � � ALT. WIRE SLEEVE PVC MAINLINE , a u+ VALVE WIRING uj m k PIPE BED MATERIAL TO BE CLEAN & FREE .y 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 =(-4 Designed HBM Drawn HBM Checked Approved Date 3/27/01 Scale. Horizontal AS NOTED Vertical N/A ' WIRE WITH WACL TERPROOF WIRE �NSti CONNECTOR g GRADE PLASTIC CONTROL VALVE SCH 80 Ili �-- BOX WITH COVER NIPPLE III (10" DIA.02" MIN.) SCH 80 SXT PVC LATERAL �., 90' ELBOW TO SPRINKLERS .� o SCH 80 — NIPPLE _. . 3 0 00 0 00 0 00 0 00 o O PVC SCH 80 NIPPLE O O O O O AND FEMALE ADAPTOR pOO o0O OO oG OoC 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 EXTRiIIt. =4LS (18") OF EACH WI4E 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 TMON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MMIAKIP,ACTURES SPECS. REM CONTROL VALVE NOT TO SCALE * 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. fVM SENSOR DETAIL (WALL MOUNT) �s Irrigation Notes REVISED 10/00 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: -_TM A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC 6f CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL r a ;- MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. ` B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF c, + CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUBOUT WITH THREADED . rON DISCHARGE SIDE OF METER. STUBOUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW �HED GRADE. p' C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALLr#= 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 XX GPM AT XX PSI. STATIC PRESSURE BY WATER DEPARTMENT CALCULATION, 75 PSI. , 3. ALL WORK PER LOCAL CODES. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. 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, s` 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 PERCEW FOR SPRAY HEADS AND PER * MANUFACTURER'S LIMITS FOR OTHER SPRINKLEft SPRINKLER SPACING ALL NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES SHALL BE kE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, .ORlttllt. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER -"FIE LAST VALVE OF EACH MAINLINE BRAN°'•"r" ` _ ` COMMON WIRE SHALL BE WHITE. SINGLE STRAND WIRE SMALL BE A MINIMUM OF 14 GAUGE WITH SP/{M WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL.µ ,..,. 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 DIAM57ER VALVE BOX. ,:,.4,n , 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.. f CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUALY' ° 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. tT 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 J 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 NO SHOULD BE SCHEDULED FOR 100 PERCENT REPLAPEMEyT FACTOR ON A TYPICAL MINIMUM 3-DAY C "' 'n SHRUB ZONES SHOULD BE PROGRAMMED-W40 TOIX PERCENT OF THE MONTHLY TURF WATER k- N 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 a� THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER TIMING SHALL BE GROUNDS FORw CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 18. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT SHALL BE MADE ONLY UPON 1MRITTER APPROVAL OF OWNER'S REPRESENTATIVE." }# „' o 19. ALL TURF ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. r� h QISTATE OF \ WASHINGTO'N REGISTERED 00 \ ,w LANDSCAPE ARCHITECT o Pt. ORY Y }_. CERTIFICATE NO. 504 (VALID ONLY WITH SIGNA +; . I 0 U) :h A CD . - - ;-. err,•= _ + - _•�" '. For: Title: o um er :. Ln MEGA.WEST CORPORATE PARK IRRIGATION 7530 1307 WEST VALLEY HIGHWAY NORTH DETAILS AUBURN, WA 98001 w0YE&AND Sheet CONTACT: CHARLES TURBAK Loy 4 a vO1� 01D i :,ram `sue SLOPE REVEGETATION 00INS7`F ICTION NOTES: �EXCEPT AS NOTED HEREIN, ALL WORK SHALL BE COMPLETED TO CITY OF AUBURN ANDARDS. 2. VERIFY THA NECESSARY PERMITS HAVE BEEN OBTAINED BEFORE COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS. 3. THE OWNER'S REPRESENTATIVE (SPECIAL INSPECTOR) SHALL MONITOR ON —SITE CONSTRUCTION TO ASSURE COMPLIANCE WITH DESIGN SPECIFICATIONS AND ACCOMMODATE SITE SPECIFIC MODIFICATIONS. 4. ALL EROSION CONTROL MEASURES AND ASSOCIATED GRADING, AND CONSTRUCTION ADJACENT TO REVEGETATION AREA SHALL BE COMPLETED PRIOR TO TOPSOILING AND PLANTING. 5. REMOVE EROSION CONTROL MEASURES UPON CONSTRUCTION COMPLETION, APPROVAL AND SITE REVEGETATION. 6. PLANTING SHALL BE COMPLETED DURING FALL —WINTER MONTHS, OCTOBER THROUGH MARCH. SEEDING SHALL BE COMPLETED IMMEDIATELY UPON COMPLETION OF TOPSOILING AND FINAL GRADING. CELLULOSE MULCH SHALL BE INCLUDED IN THE SEEDING OPERATIONS. 7. CONSTRUCTION SEQUENCE: A. STRIP AND STOCKPILE TOPSOIL FROM MITIGATION AREA FOR REPLACEMENT AFTER COMPLETION OF EARTHWORK OPERATIONS. GRADING IN THE MITIGATION AREA SHALL BE COMPLETED ACCORDING TO CIVIL GRADING PLANS. B. DEEP RIP COMPACTED SUBSOILS AS NEEDED, REPLACE STOCKPILED TOPSOIL AND CONSTRUCT SURFACE WATER DRAINAGE STRUCTURES. C. PLANTING AREAS, TOPSOILING AND SEEDING SHALL BE COMPLETED UNDER THE DIRECTION OF THE SPECIAL INSPECTOR. D. ALL DISTURBED AREAS SHALL BE MULCHlND SEEDED IMMEDIATELY UPON COMPLETION OF FINAL GRADES. E. WEATHER PERMITTING, TREES AND SHRUB VEGETATION SHALL BE PLANTED ACCORDING TO THE PLANTING PLAN AND DETAILS, DURING THE SEASONAL PLANTING SCHEDULE. MITIGATION PLANTING SHALL BE BONDED FOR IF BUILDING SCHEDULE (SEASON TIMING) PRECLUDES PLANTING. PLANTING SHALL BE COMPLETED AT THE NEXT PLANTING WINDOW (OCTOBER THROUGH MARCH). F. TREE AND SHRUB PLANTINGS IN PREVIOUSLY SEEDED AREAS SHALL BE "PIT" PLANTED THROUGH THE EXISTING COVER AND PROTECTED BY A SOD —FREE, MULCHED WELL. PLANTS: 1. ALL PLANT MATERIAL SHALL BE HEALTHY, WELL —DEVELOPED, AND DISEASE FREE. PLANTS AVAILABLE IN THE ORNAMENTAL TRADE SHALL COMPLY WITH ANSI Z60.1-1996, AMERICAN STANDARD FOR NURSERY STOCK. SUBSTITUTIONS ONLY UPON SUBMITTAL OF WRITTEN VERIFICATION OF NON —AVAILABILITY FROM TWO LICENSED PLANT BROKERAGE OFFICES. 2. PLANT SUBSTITUTIONS MAY BE POSSIBLE WITH APPROVAL OF LANDSCAPE ARCHITECT AND CITY OF AUBURN. ANY SUBSTITUTIONS SHALL FROM NATIVE SPECIES COMMON TO THE PUGET SOUND LOWLANDS. 3. PLANTINGS OF NURSERY STOCK M, 4IADE DEPENDING ON AVAILABILITY. THE PLANTING TIME IS DURING THE WINTER DORMANT SEASON, OCTOBER THROUGH MARCH. 4. ALL PLANT MATERIAL SHALL BE MULCHED AND WATERED AS NEEDED TO MAINTAIN HEALTHY GROWTH. IRRIGATION IS PROVIDED TO THE DEVELOPMENT, BUT SUBJECT TO PRESSURE CONSTRAINTS IN THE REVEGETATION AREA. WATER IS INCIDENTAL TO THE CONTRACT FOR BOTH INSTALLATION AND MAINTENANCE. MAINTENANCE: 1. WATERING SHALL BE PROVIDED THE FIRST SUMMER AFTER INSTALLATION AT A MINIMUM RATE OF 1" WATER PER WEEK THROUGHOUT THE PLANTING AREA FROM MID—JUNE TO OCTOBER 15. RAINFALL IN EXCESS OF 1/4" MAY BE CALCULATED INTO THE MINIMUM RATE. 2. SHRUBS AND TREES SHALL HAVE GRASS SODS REMOVED FROM AN AREA EQUAL TO '4^1THE PLANT CANOPY AROUND EACH PLANT WITH 4" DEPTH OF ORGANIC MULCH MAINTAINED IN THE CLEARED AREA FOR THOSE PLANTS ABOVE THE SEASONAL HIGH WATER LINE FOR A PERIOD OF TWO YEARS FOLLOWING INSTALLATION. 3. WEED MAINTENANCE SHALL FOLLOW STANDARD HORTICULTURAL PRACTICES FOR MECHANICAL CONTROL. WEEDING TO CONTROL BLACKBERRY, SCOTCH BROOM, AND REED CANARY GRASS SHALL BE COMPLETED IN A ZONE 10' TO 15' SURROUNDING NEW PLANTINGS. WEEDING SHALL BE COMPLETED A MINIMUM OF TWO TIMES, IN LATE APRIL OR EARLY MAY AND AGAIN IN JULY. BUILDING PERMIT CONDITIONS EROSION CONTROL SEEDING SHALL BE COMPLETED IMMEDIATELY FOLLOWING COMPLETION OF SLOPE GRADING, TOP SOILING AND INSTALLATION OF EROSION CONTROL STRUCTURES. PLANT MATERIALS INSTALLATION SHALL BE COMPLETED DURING OCTOBER THROUGH MARCH. IF GRADING AND SEEDING OPERATIONS ARE COMPLETED OUTSIDE THIS SEASONAL PLANTING WINDOW, INSTALLATION OF TREES AND SEEDLINGS SHALL BE COMPLETED AT THE START OF THE NEXT PLANTING SEASON. WORK TO BE COMPLETED SHALL BE BONDED FOR TO ALLOW ISSUANCE OF BUILDING PERMITS. SURETY FOR INSTALLATION IS INCLUDED IN THE REQUIRED BONDS. PLANT LIST - NATIVESkAlwnGATION SLOPE; PLANTING PLANT MATERIAL SOURCE: FOURTH CORNER NURSERIES, BELLINGHAM, 360-734-7619 SIZE GROUP NAME CONDITION SPACING QUANTITY REMARKS ' v " ACER MACROPHYLLUM 1 " CAL. 10' 5 BIGLEAF MAPLE a` * ALNUS RUBRA/ 1" CAL. 10' — 15' 4 RED ALDER CONT. CORNUS NUTTALLII/ 1" CAL. 10' — 15' 5 0, PACIFIC DOGWOOD CONT. THUJA PLICATA / 4' HT. AS SHOWN 7 WESTERN CEDAR CONT. — • PSEUDOTSUGA TAXIFOLIA/ 4' HT. AS SHOWN 7 DOUGLAS FIR CONT. 3—YEAR CONIFER SEEDLINGS 18" —24" 10, O.C. 193 +12 OFFSITE (MIX OF SPECIES, BELOW) 3-0 GRADE; EQUAL QUANTITY OF EA. SPECIES. ABIES GRANDIS/ SOUTHERLY EXPOSURE GRAND FIR PSEUDOTSUGA TAXIFOLIA/ SOUTHERLY EXPOSURE DOUGLAS FIR THUJA PLICATA/ NORTHERLY EXPOSURE WESTERN RED CEDAR TSUGA HETEROPHYLLA/ NORTHERLY EXPOSURE WESTERN HEMLOCK 3—YEAR DECIDUOUS SEEDLINGS 3' — 6' 10, O.C. 57 +2 OFFSITE (SPECIES MIX, BELOW; 30% OF 3-0 GRADE; EQUAL QUANTITY OF EA. SPECIES. TOTAL 3—YEAR SEEDLINGS) ACER MACROPHYLLUM THROUGHOUT SITE BIGLEAF MAPLE ALNUS RUBRA/ THROUGHOUT SITE RED ALDER ACER CIRCINATUM/ THROUGHOUT SITE VINE MAPLE CORYLUS CORNUTA/ NORTHERLY EXPOSURE HAZELNUT NOTE: TOTAL OF 28 1" CALIPER TREES AT 1 RATIO DECID.:CONIFER. THREE YEAR TREE SEEDLINGS AT 10' O.C.; 30:70 RATIO OF DECIDUOUS:CONIFER ON BALANCE. PER CITY OF AUBURN MDNS, AND CITY PLANNING . EROSION CONTROL SEED 28000 SF+/— SEED AT 60lb/ACRE; CELLULOSE MULCH Al COMMERCIAL SEED MIX (NOTE: ADJUST COVER FOR ANGLE OF REPOSE) 20001b/ACRE TEMPORARY EROSION CONTROL SEED MIX % WEIGHT % PURITY % GERMINATION ANNUAL RYE 90 98 90 LOLIUM MULTIFLORUM WHITE DUTCH CLOVER 10 98 90 TRIFOLIUM REPENS CALCULATIONS TOTAL REVEGETATION AREA— 27750 SF* ON —SITE REVEGETATION AREA— 26045 SF* ( * ) HORIZONTAL AREA TREES REQUIRED AT 1/ 1000 SF— 28 SEEDLINGS REQUIRED AT 1/ 100 SF (10' O.C.)— 250 r TREES PROVIDED— 278 I LOCATER LATH EXCAVATE APPROX. 2' DIA. WELL FOR PLANTING SLOPE RELIEF (2:1 SHOWN, 1.5:1 MAX.) 3" DEPTH OF MEDIUM HEM/FIR BARK MULCH OVER SAUCER SLOPING INTO BA SOD STRIPPED AWAY FROM MULCH/WELI ROOT/SOIL BALL SCARIFIED AND WORKEI INTO PLANTING MEDIUM o NO SUPPLEMENTAL FERTILIZER a BARE —ROOT SIMILAR; EXCAVATE TO E OF ROOT MASS AND CANOPY DIAMETER. SPREAD ROOTS TO FULL WIDTH OF CANOPY. Planting on Slope _ SCALE: 1:1 TEMPORARY ANNUAL SEED COVER 3" AVERAGE DEPTH ORGANIC WILCH (COARSE BARK, GRINDER PRODUCT TYP.) °o 0 6" AVERAGE DEPTH TOPSOIL STRIPPINGS°°o°°°°°° FROM EXISTING SLOPE ° °0 _ ©p 0 00 p0° DEEP RIP CONSOLIDATED SUBSOIL (HARDPAN) I_00 TO 18" DEPTH; UNCOMPACTED, ROUGH FINAL GRADE EXISTING SUBSOIL \ 1EI � ~ TOPSOIL PREPARATION FOR SLOPES 1.5:1 TO 3:1 IN NATIVE REVEGETATION AREAS PRE—EXISTING TOPSOIL TO PROVIDE NATIVE SEED BANK Topsoil Preparation for Slope Planting No. Date By Ckd. Appr. Revision Designed HBM HBM Scale: Horizontal 1 5/21/01 HBM PER CITY PLANNING REVIEW OF 4/11/01. 2 6/14/01 HBM PE**VY PLANNING REVIEW OF 6/12/01 Drawn 1 "=20' Checked Vertical rA _ Approved _ 3/27/01 N/A Date PF 034A 14 of I� 1w=20' 10 20 40 UNDISTURBED SLOPE AND VEGETATION ,l 4�1 SLOPE MITIGA AND CON$TRU( LIh*TS .l i 1 1 ! J1 L, ...r...•� ...... ,.... .. .... _ ..._ ...... _.....a na. _...w.'.� '-., l I� j Y ' +d.' f i 7' SLOPE EASEMENT 00 0 3 1 t , PROJECT REF. FAC 01—+fit 3 lSTATE 0 f / r r , 5 WASHINGT N §„ �' REGISTERED These drawings conform to the Contractor's construction records. This plan sheet conforms with the City of Auburn's Planning APE AR HITECT Department minimum landscape requirements. P By Date 1�RUCE Y Title/Position Approved W. +" (VALIDERTIFICATE ONLY NTHNSIONATURE Conl9rmed by Clty: Date Date Approved. �•13•Ql ; , ` j H q Job Number a,. Meg ..... c 18215 72ND AVENUE SOUTH KENT, WA 98032 MEGAREST C PORATE PARK MA04 7530 b a � Z 425 251-6222 (425)251-8782 FAx 1307 WEST VALLEY HIGHWAY NORTH MITIGATI a TING ii ate: o yv , µr, Sheet z AUBURN, WA 98001 s� mac, CIVIL ENGINEERING, LAND PLANNING, i <��NG ENG�N�� SURVEYING, ENVIRONMENTAL SERVICES CONTACT CHARLES TURBAK WL1 1 14 of -- �..