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Home My WebLink About20260312_PJ26-0018_ApprovedLandscaping Plans COVER SHEET FOR Z� t MEDICAL CENTER SEC. 12,TWP. 31 N., RGE 5 E., W. M. 0 25" 50 100 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON = Q p Q SCALE: 1•'=50• CITY FILE NO. PLN1415, PLN1416 AND PLN1417 w w = Z LUz c/) c/) w0 (If T_ (.) \ , wN _J \ SIDE YARD.T WIDTH 0 Q J \ TYPE A LANDSCAPE a N U \ BUFFER REQUIRED S U Q Q \\ Y DEVELOPER/APPLICANT UTILITY CONTACT z \ - --°_' — o I VISCONSI COMPANIES, LTD. 30050 CHAGRIN BOULEVARD, SUITE 360 WATER s41 PEPPER PIKE, OH 44124 CITY OF ARLINGTON PUBLIC WORKS N i ss G g—ss (2016) 464-5550 CONTACT:GUS TARARA WATER DISTRIBUTION SYSTEM SPECIALIST SHEET INDEX _ _ M _____ __ ____ 154 WEST COX AVENUE N,W v ____ q ¢ ° ° EMAIL:CONTACT: SCH®VISCONSI.COM TEL:(360) WA 982 TEL:(360)403-354223 ------- - - -- ---- ---- - ENGINEER/SURVEY EMAIL:GTARARAN@ARLINGTONWA.GOV L1 COVER SHEET TYPE B LANDSCAPE BUFFER BARGHAUSEN CONSULTING ENGINEERS,LLC SEWER LOCATED BEHIND 10' 1821572ND AVE.SOUTH L2 LANDSCAPE PLAN POWER EASEMENT KENT,WA 98032 CITY OFARLINGTON PUBLIC WORKS TEL:(425)251-6222 CONTACT:JOE WILSON,WASTEWATER COLLECTION SYSTEM SPECIALIST L3 LANDSCAPE PLAN p e` - FAX:(425)251-8782 III/LEAD L4 LANDSCAPE PLAN 5' �I®�®®�® ° y CONTACT:ALEX WHITE,P.E./OWEN HILLE,PLS 154 WEST COX AVENUE J 3 f° LANDSCAPE L3 LANDSCAPE L4 ° EMAIL:awhite@core-states.com TE:(360)ARLINGTON,WA98223 L5 LANDSCAPE PLAN F TEL(360)403-3509 IRPoC'A/J7y�`,• IRRIGATION L9 t ARCHITECT EMAIL:JWILSON@ARLINGTONWA.GOV L6 LANDSCAPE PLAN W �s/yy 4V A. I ° HPA,INC. ELECTRIC U PLANT SCHEDULE z _ 600GRAND AVENUE,SUITE 302 SNOHOMISH COUNTY PUBLIC UTILITIES L8 LANDSCAPE NOTES AND DETAILS Q ••� OAKLAND,CA 94610 B a T° TEL:(925)413-6896 CONTACT:CUSTOMER ENGINEERING REAR/SIDE YARDS'WIDT 6. _ 2320CALIFORNIASTREET L9 IRRIGATION PLAN/1:20 SCALE 6 l TYPE A LANDSCAPE BUFFER s ,- CONTACT:TERESA GOODWIN,RA ARLINGTON WA 98201 email:teresa@hparchs.com _ L10 IRRIGATION PLAN 1:20 SCALE REQUIRED 55/I I I P TEL:425 783 8272 Q LANDSCAPE ARCHITECT EMAIL:INSPECTIONS@SNOPUD.COM L11 IRRIGATION NOTES AND DETAILS 0 m I LANDACAPEL2 I BARGHAUSEN CONSULTING ENGINEERS,LLC. TELEPHONE L12 IRRIGATION DETAILS � v N IRRIGATION L.9 c 18215 72ND AVE.SOUTH I COMCAST/XFINITY LANDSCAPE L5 II KENT,WA 98032 CONTACT:CUSTOMER SERVICE L13 IRRIGATION DETAILS z TEL:(425)251.6222 TEL:1(800)934.6469 0 a IR TI /„ ROPERTY BOUNDARY FAX:(425)251-8782 LEY R L A U j I CON ACT.JEFF VAR , ——— —— —————— EMAIL:jvarley@mre-states.com — 9 I °0 F RONTYARD.SCAPETH PARKING AREA SHADING CALCULATION: '� TYPE B LANDSCAPE °sue I —L 0 u 1 i" BUFFER REQUIRED PER AMC 20.76.130: ®F WPS ® . o o E I °s /"O I VEHICLE ACCOMODATION AREA=55,840 SF A' ❑ I I E _ E 20%OF VEHICLE ACCOMODATION AREA REQUIRED TO BE SHADED 55,840 SF X 1,1=11,118 SF SHADE AREA REQUIRED PROPERTY BOUNDARY° s LANDSCAPE L6 I SHADE AREAPERTREE: gg U IRRIGAT1ON L10 I 75%%530 SF(9 T EESE4,770 5F SF) mks'y 99 4 I 50%=354 S60 F(9 TREES,3,186 SF) ®>> 4 EXP•� 25%=177 SF(1 TREE,177 SF) Q 0 SO'014 W 86.00 ®gCA TOTAL: 23,687 SF SHADE AREA PROVIDED(42.4%) O � I e o I I 1 PARKING LOTTREE REQUIRED PER 7 PARKING SPACES y ° M PARKING SPACES=121 O 121 17=17 TREES REQUIRED,38 PROVIDED V1 2 1 SHRUB REQUIRED PER 20 SF OF PARKING LOT LANDSCAPE AREA ° I TOTAL PARKING LOT LANDSCAPE AREA=6,800 SF/20=340 SHRUBS REQUIRED I 355 PARKING LOT SHRUBS PROVIDED PROPERTY BOUNDARY O o 00 00°O L____—__ 0 ROPERTY BOUNDARY TOTAL LANDSCAPE AREA a 9 a rJ -- l o S 5'WIDTH TYPE C LANDSCAPE " 3 £ TOTAL AREA:103,072 SF(2.36 AC) E �' BUFFER REQUIRED I j A o i, TOTAL LANDSCAPE AREA:31,544 SF(0.66 AC)=30.6% U E CC''.. i J $ iA m N j' .` I .q c B �3.3TiL1 AW ---------- Af1M {AVE.AyE — �, �_ Y�1 C Q Do N Es631s3S— - -- O1 C Ln ,j Lr3 MN O N co U rDYv d Zoning&Designraj R UTILITY CONFLICT NOTE: Approval PLN#1415,PLN#1416&PLN#141] CITY OF ARLINGTON THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH PJ26-0015,PJ26-0016&PJ26-0018 CONSTRUCTION DRAWING REVIEW APPROVAL S OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE s,,,a q•a„aa�a _ UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. w°ir 8 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING Know what's below. _ =U5 CONDITIONS ON THE TITLE SHEET. _ 0 Ameresia Lawlis Ewe °�°""°""°a°°' M ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY °=J°a'ra ea i'".,s`""' m M v WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE 0 Cal I before you dig. -2026,03,12 BY: E M BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS Dial 811 Development Services Manager 'S S SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,I.I.C.TO DATE: THIS APPROVAL VALID FOR 18 MONTHS N RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. J LANDSCAPE PLAN KEY MAP FOR MEDICAL CENTER q] t SEC. 12,TWl 31 N., RGE 5 E., W. M. CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON D 5 20 _ z z o LANDSCAPE LEGEND CITY FILE NO. PLN1415, PLN1416 AND PLN1417 - ' SCALE:11-110• J w Q ® d Z W EXISTING OFFSITE TREE TO BE RETAINED W ~ Z z O PROTECT DURING CONSTRUCTION W O SCALE:1"=ZOO Q EXISTING LANDSCAPE TO BE RETAINED U C7 PROTECT DURING CONSTRUCTION Cn N Q zZ N U_ S J (� I) Q >j W MATCHLINE-SEE SHEET L-3 FOR CONTINUATION z 2,832 SQ FT LANDSCAPE AREA CONTINUES ON SHEET L3 ■ V \ o ■ A 110'W.TYPE A LANDSCAPE BUFFER REQUIRED ALONG NORT \ \ , AND EAST PERIMETERS WHICH ABUT RESIDENTIAL USES \ ■ NO PLANTS ABOVE 30"MATURE HT. ° - r KF / ■ 0 WITHIN SIGHT DISTANCE TRIANGLE. \ ~ MAINTAIN ALL PLANTS AT MAX 30'HT. r \ — III �� KF / ■ J D K iv� D � w K \\ IIpVI ■ n z KF o � K i � Q \ — = D_ o III DV I. DV 2 ; m O U o D K 392 SQ FT / G to K O LANDSCAPE AREA rn l) W __ G "'K a D = ■ r2 O K F L — - _ 11_I C U) / e 206 SQ FT o� -n {�0 CD AREA \ ■u 182 SQ FT O 0 LLI 4 411 /LANDSCAPE AREA ■ SIGHT DISTANCE TRIANGLa�� MpQn O C R ��$ w ■ C m U D n v ■ 3%T9��4 EXP.�P�4� NO IQ? v}?as} III V N 617 SQ FT LANDSCAPE AREA PROPOSED WALL ■ s � 1 CONTINUES ON SHEET L5 SEE CIVIL r i i I 1 -1 —II -1 —� —I — — — — - _ — — — — — _ _ —11-11 — I - - - _ IT EXISTING DRAINAGE EASEMENT PE a Ma Mc M MC MC KF - V }C R G U 3 AFN 200407265279 J o S —— NOT INCLUDED IN TITLE REPORT SO°2749"E d E O O MAX 3H:1V SLOPE O O J 8 -- O J vc ( i m Q os \ 1 I 0 L N IT C B C LV N �M a co 5 C on y on C Ln� i .�r i3 m U °Nr°Yv F TREE PLANTING NOTE ROOT BARRIER REQUIRED FOR ALL TREES PLANTED ADJACENT TO SIDEWALKS,PAVED DRIVING AREAS UTILITY CONFLICT NOTE: AND PAVED PARKING AREAS.ROOT BARRIERS Zoning&Design CITY OF ARLINGTON Approval CONSTRUCTION DRAWING REVIEW APPROVAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH $ SHALL BE EIGHTEEN INCHES DEEP AND SIX FEET PLN#1415,PLN-0016&PJ26-001 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE PJ26-0015,PJ26-0016&PJ26-0018 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. L, WIDE.SEE DETAIL SHEET L7 _ THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING I&- Know what's below. �e�mims,e�.°eras°,�s�. CONDITIONS ON THE TITLE SHEET. c� _ ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY Cal I before you dig. _ _°s cWHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS AREAmeresia Lawlis oN°°"'"°8d'°9`°°`"°-'° BY: E Dial 811 °'"K°es,a'"9aw;; Development Services Manager o S BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS - ^ SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO DATE: THIS APPROVAL VALID FOR 18 MONTHS N N RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. J $ LANDSCAPE PLAN KEY MAP FOR — Z— MEDICAL CENTER 0 5' 10, 20 SEC. 12,TWP. 31 N., RGE 5 E., W. M. CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON SCALE: =10 z CITY FILE NO. PLN1415, PLN1416 AND PLN1417 LANDSCAPELEGEND J w < D_ Z W � Z EXISTING OFFSITE TREE TO BE RETAINED ': Z a PROTECT DURING CONSTRUCTION SCALE.1"-209 a- LLl O LANDSC PE TO BE EXISTING DURING CONSTRUCTION RETAINED / U U C7 PROTECT DURING CONSTRUCTION \ � \ _ML — I ii Cn N Q Z \ z° ♦ ♦ '��w \ JJ� zNC) \\\ \ °� ♦ ♦ w,w MEDICAL CENTER DR s J U C) Q LLJ \VAS "�� ♦ ♦ —�� ROWCENTERLIN�E 4, ss ss s \\ 9• I �s .. \ TYPEA LANDSCAPE BUFFER REQUIRED ALONG NORT si \ zO AND EAST PERIMETERS WHICH ABUT RESIDENTIAL USES / � o � ♦ /z� 19,967 SQ FT LANDSCAPE AREA / \\ \ O ,;= m ♦ /zz CONTINUES ON SHEET L4 ,V s W IGHT DISTANCE TRIANGLE �a \ o __-O �� ♦ /+` / --��-� ROPOSED WALL O SEE CIVIL 0 /�°/ ♦♦ O U W ♦ _ f sf �: 1 Ma a Ma o o. -o z /NO PLANTS ABOVE 30"MATURE HT. / ;\ D_ s , i WITHIN SIGHT DISTANCE TRIANGLE. \ zz — MAINTAIN ALL PLANTS AT MAX 30"HT. i+ O — ---- --- - - _ _— __ ■ O ♦ �; \ — __—1=1 II=1�11=1�1=11 III=1�11=1�1=1�11=1�1 II=III=11=11—I KF U KF�II — II II �� z '/zO ♦` 19.9675QFT LANDSCAPE ARE V — --200 DV III O U 19,967 SQ FT LANDSCAPE AR ■ � ;'/�/ � � _ �� ' II��IIII I IIII I __ — — --�, _ III�II ■ � V n m m mLn o mm ----- ——— --- ■ J, 100 SQ FT LANDSCAPE AR 0- 110 SQ FT LANDSCAPE AREA .i. ■ Z > F EG G. ■ z ; • 2,832SQFTLANDSCAPEAREA \ V E aEG \ O D DV ■ O o " 3 CONTINUES ON SHEET LZ �v .� '_� I=�=III �, � \■_ pE / o v y m RIDGERIDGE/ i N A \a 150 SQ FT LANDSCAPE AREA ` La 100 SQ FT LANDSCAPE AR d V ■ O o Lan I /y C II EG ■ Lu N o EG j Go of >o - - - -/- - o - ® ® m75 15'EXISTING DRAINAGE EASEMENT PE \i \ • co U W Y V d AFN 200407265279 I \■ \J\y, NOT INCLUDED IN TITLE REPORT - \y \ IGHT DISTANCE TRIANGLE MATCHLINE-SEE SHEET L-2 FOR CONTINUATION UTILITY CONFLICT NOTE: — Zoning&Design CITY OF ARLINGTON THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH TREE PLANTING NOTE Approval CONSTRUCTION DRAWING REVIEW APPROVAL S OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE PLN#1415,PLNp1416&PLNN1411 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ROOT BARRIER REQUIRED FOR ALL TREES PLANTED PJ26-0015,PJ26-0016&PJ26-001 B THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING p Know what's below. ADJACENT TO SIDEWALKS, PAVED DRIVING AREAS o�o�airy��s��r nnwresa CONDITIONS ON THE TITLE SHEET. M CO . ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY p Cal l before you dig. AND PAVED PARKING AREAS.ROOT BARRIERS oN'�=us BY: E ;" WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE caam�em�,ra.ew. BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS Dial 811 Ameresia Lawlis oNa p�yer�eSB�ieW�i.wn. Development Services Manager 8 S i SHALL BE EIGHTEEN INCHES DEEP AND SIX FEET oaf p2fiO3 z 4 SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO WIDE.SEE DETAIL SHEET L7 DATE: THIS APPROVAL VALID FOR 18 MONTHS N M $ RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. J KEY MAP LANDSCAPE PLAN Z = FOR — 116 -� MEDICAL CENTER mg"9 _ J — SEC. 12,TWP. 31 N., RGE 5 E., W. M. ; p SCALE: 'I"='10' - z CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON z p CITY FILE NO. PLN1415, PLN1416 AND PLN1417 d J w Q � zw � wl— � z SCALE:1"=200' I I u D_ c/) z 0 LANDSCAPELEGEND Q = U ~ EXISTING OFFSITE TREE TO BE RETAINED \ '� m a Q PROTECT DURING CONSTRUCTION —w—w—.—. m—m—m—m—m w—w�w—.• .• —m —w- m—m—x—m—m—m\m—m—m—m—m—m � m—m—m m \ 6 z J w�w w—w z N U � ❑EXISTING LANDSCAPE TO BE RETAINED \1' — —m—.—m—m_m—"—m—m—m �,—H 1 118/ ff Q U p Q PROTECT DURING CONSTRUCTION \ _ MEDICAL C E N T E Rw_D R _ SO°01'yo"W 262.63' _ _ _ m �m—"—" / J � LLJ ROW CENTERLINE z .—ss—ss—ssss�ss—ss—ssss—ss—ss—ss�ss—ss—ss—ssss—ss—ss�ssss—ss—ss—ssss—s�—ss—ssss—ss—ss—ss/ss—ss—ss—ssss—ss—ss—ss�ss—ss—ss—ssss—ss—ss—ssss—ss—ssss—ss—s � N � TYPE A LANDSCAPE BUFFER REQUIRED ALONG NORT AND EAST PERIMETERS WHICH ABUT RESIDENTIAL USES / ~ _____________________________________________________________________--___________----_____________-____ 19,967 SQ FT LANDSCAPE AREA O I I O 1 O \ O \ O CONTINUES ON SHEET L3 - REPOSED WALL o J SEE CIVIL 5W 4" .63' I °O /1g0_— LU ' M c �' s s M Ma a' V Vo : - Mc Mc Rs s s; M M a ��. aQ ` / zz ` i — =- _= _ _ _ — — — — — _ _ — .,•I C C C C C i — wo 01 —a'—� � ° .�_ •,'sae � — — .� �. ,' .1w�>—,aG)-�- (� ■ CD - - - - - .` � .` .�� —w I. Z 0 _ 'A=1Z —='.4klE„C,e'-E' -'-'-.z,C�-:fZ- �_ '-'- :5=.9L-= L9,,r1,1•d�-'--:8= _`;, M �'•.• 'i; c� ■ .�� .�`��' .� �W w` —1ao— 4 ,r ��__�___��___s___��t��sa. +\ T r I• ( -- - V I', �18 ��o ,scRMog�� .%1�� •;�• '' ,� �i> REPOSED WALL ■ v I I '- LJ. .� `. 1. i�� ,i •I,' SEE CIVIL O • ' 4I7CP — J — INSTALL STREET TREES MIN.G FROM UNDERGROUND- y.y_ .'.. ' S,°) �� i, oI W �A1D3CAP�� O , �! GAS LINE AND INSTALL ROOT BARRIER BETWEEN �� '.'. 1.`�. '�'. Z �.1. L` ■ �� STREET TREES AND UNDERGROUND UTILITIES,TYP. 1 �'w" X`, 'I ' M — ::�� - o - SEE DETAILS SHEET U .� '. .� i a — Ln LJ v=i ■ m --.- - — i �i I .�. .�,' r �.` �. it ,.I' w ■ it _ .�W 1 i . 9 POWER N ■ I �� .`. W W'W' ' '.'.�W w'.`. 1.� 1..� .��. 0 'AFN9207230118 EASEMENT L.I ■ - I ABOVEGROUND BACKFLOW 1 `.J "Sr'. - - :�� a �i • a a �' s Z I PREVENTION ASSEMBLY,SEE CIVIL 1 ° ,' W' r` ', • $ c iJ $ 2 ■ j. REPOSED WALL I-' ■ w I �� DV `.. a >i �° SEE CIVIL I E PROPOSED TRANSFORME ° I SEE CIVIL DV ��_� � — lr •` r�C ,�,' Vl C41 ■ ° °I 3-STORYBLDG ° ° I 30,000S.F. ° —� — III DV �l r Jc ■ — 0 �' I� ;r ° a I FF-201.50 �q a� ■ ° ° r�r° 4 r r �'' a� i a,M on IL L '�' RI t 7 ■ ° 4 b 1 r' :, GIs C Ln Y i3 0 ,�_ co O F c D D IDU Yv ■ I ° f �' ■ I I �� I imimimimin MIN l�zimimimimimi NMI mim m I MATCHLINE-SEE SHEET L-5 FOR CONTINUATION UTILITY CONFLICT NOTE: CITY OFARLINGTON THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH TREE PLANTING NOTE Zoning&Design CONSTRUCTION DRAWING REVIEW APPROVAL S Approval OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE 19,9675Q FT LANDSCAPE AREA UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. L� ROOT BARRIER REQUIRED FOR ALL TREES PLANTED PLN 41415,PLN.W-PLwu1a17 CONTINUES ON SHEET LS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING Know what's below. PJ26-0015,PJ26-0016 8 PJ2fi-0018 CONDITIONS ON THE TITLE SHEET. Ch 0 ADJACENT TO SIDEWALKS,PAVED DRIVING AREAS M ; ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY p Cal I before you dig. �gie°Y•�9^•n�'�^•�•�• BY: E WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE Dial 811 AND PAVED PARKING AREAS.ROOT BARRIERS ur�:�c=us Development Services Manager 'S S BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS SHALL BE EIGHTEEN INCHES DEEP AND SIX FEET Ameresia Lawlis`_•�""`®•"'"�'°".•.sw' SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO o �ry,,.orei�a'�'Lawi�wm' o DATE: THIS APPROVAL VALID FOR 18 MONTHS N $ RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. WIDE.SEE DETAIL SHEET L7 - J LANDSCAPE PLAN KEY MAP FOR LANDSCAPE LEGEND MEDICAL CENTER Z� o SEC. 12,TWP. 31 N., RGE 5 E., W. M. p EXISTINGOFFSITETREETOBERETAINED CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 0 5' 10' 20' E z Z p PROTECT Q DURING CONSTRUCTION CITY FILE NO. PLN Q Q 1415, PLN1416 AND PLN1417 J w > ❑EXISTING LANDSCAPE TO BE RETAINED 19,967SQFr LANDSCAPE AREA • SCALE:1" 1O' - a_ Z w PROTECT DURING CONSTRUCTION CONTINUES ON SHEET A w w I_ LU z MATCHLINE-SEE SHEET L-4 FOR CONTINUATION SCALE:1"=200' a_ cn W O NNW M� � �� 1�1��1�1�1�1 ✓tom �{ ■ �� # — Q = U °� .'I' s�.l, , U N U ■ � � 1 ,I�� :•M �p, I. II obi A a c/) N Q Z Z U 1 3-STORY BLDG L / Q U C) Q 1 30,000 S.F. . JLu ■ FF=201.50 • ■ I III: Z ■ \ ° 4 \ 1 v REPOSED WALL 1 4 I I SEE CIVIL I N ■ H �v --- —47F 4---- ------- ■ o' v 1 v v 4 ».i �� A ■ E _I — 1 M � R9 z ■ IIII 1 E o ■ TREE DUE TO UTILITY CONFLICT :Rs :;� J,�,',',',h I I_III 1 � NO 1 187 Fr LANDSCAPE ARE 8 SQ SCA 'a I 4• RS .�\a.a `' � z ■ KF 1 o w o ■ c� �c� Ili iiil A� D K a K IIII I—as— O , 262SOFT LANDSCAPE AREA LO 1 \ \ \ c 1'•;•;•11 >I as o U _j ■ \ \ INSTALL STREET TREES MIN.6'FROM UNDERGROUND— \ \ GAS LINE AND INSTALL ROOT BARRIER BETWEEN z Lw \ \ STREET TREES AND UNDERGROUND UTILITIES,TYP. c. :}• O w � SEE DETAILS SHEETL7 4.'T�a •'� � �, i V 1 o I I� 1['[ w � > ■ � �� %�� I II IIII a ' I F_I TFF a ■ IIIII II�IIII II � �II — v � � � �\ D L a =11 / � ' I III;. .I I> �I� z w � � � � �^ � ■ 111�=1I��III / ;, 3 IIII�I�K jl�lI �\ pvDv \ w �� • (14 ■------- K K II F �III �� F CONFLICTS j yoscnP L IIII II K � _— Imo ' K � IN IIIII o — I I \ I ■ I I � �o I .I g I I II F� ,Olh CD 1,009 SQ FT LANDSCAPE AREA 612 SQ FT LANDSCAPE AREA REPOSED WALL CONTINUES ON SHEET L6 CONTINUES ON SHEET L6 ■ SEE CIVIL4 ■ < III K K a •�' 10'POWER EASEMENT J 617 SQ FT LANDSCAPE AREA F e qI III .1 • AFN 9207230118 y m III CONTINUES ON SHEET L2 AND _ K L6 � L —I a fl �" � iT = 0 LA 19,967 SQ Fr LANDSCAPE AREA 6 c N 21 ® CONTINUES ON SHEET LS I' II 1 • i I W .I N C ■ M I I _ co �11 I a c a co 0)Lin \ � Ol N —I I I v II lmimimlliimlolmY N f0 — cQip 7 N MATCHLINE-SEE SHEET L-6 FOR CONTINUATION rn �. Ln _ L f0 O N m U r°Y� C2 UTILITY CONFLICT NOTE: — Zoning&Design CITY OF ARLINGTON THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH TREE PLANTING NOTE Approval CONSTRUCTION DRAWING REVIEW APPROVAL S OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE ROOT BARRIER REQUIRED FOR ALL TREES PLANTED PLN#1415,PLNk1416&PLNp1417 _ UTLITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. PJ26-0015,PJ26 016&PJ26 018 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING U Know what's below. ADJACENT TO SIDEWALKS, PAVED DRIVING AREAS �g�aww� ma CONDITIONS ON THE TITLE SHEET. C0 ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY O Cal l before you dig. AND PAVED PARKING AREAS.ROOT BARRIERS __ M WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE nl us �2 ®an��e ..eo.. BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS Dial 811 SHALL BE EIGHTEEN INCHES DEEP AND SIX FEET Ameresia Lawliso-quo�miwdw"., BY.Development Services Manager SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO WIDE.SEE DETAIL SHEET L7 DATE: THIS APPROVAL VALID FOR 18 MONTHS N LC) RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. J $ LANDSCAPE PLAN FOR KEY MAP MEDICAL CENTER LANDSCAPE LEGEND SEC. 12,TWP. 31 N., RGE 5 E., W. M. Z = p CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON - z Q p 06 EX STING CITY FILE NO. PLN1415, PLN1416 AND PLN1417 I 0 5' 20' J W Q PROTECT DURING CONSTRUCTION � 7 _ _ D_ Z W SCALE:'I—10' w W Z O EXISTING LANDSCAPE TO BE RETAINED _ s PROTECT DURING CONSTRUCTION H D_ (n W O U Q = (— SCALE:1"=20V C/) _j Z MULCH ONLY BETWEEN FENCE AN ROPOSED WALL BACK OF WALL.NO IRRIGATION SEE CIVIL a z N U MATCHLINE-SEE SHEET L-5 FOR CONTINUATION s Q U C Q mini ��4�� kgmlm Imuimi imiamim ��u.��WNW I s J W 1 KF 00 . ;.I. �o IJ I Z II CD19,9fi7 SQ FT LANDSCAPE AREA t { I O CONTINUES ON SHEET LS INSTALL STREET TREES MIN.E FROM UNDERGROUND 31 � GAS LINE AND INSTALL ROOT BARRIER BETWEEN 6nsQFr LANDSCAPE AREA g DV \ I L �' STREET TREES AND UNDERGROUND UTILITIES,TYP. CONTINUES ON SHEET L5 �� _ D `, _ '1' SEE DETAILS SHEET L7 ROPOSED WALL : SEE CIVIL a 3 II CD / \ II III I a�a'I.' LLJ II o Z _J � Y f I I - IIkd � I t/1 1 W w zV 19,967 SQ FT LANDSCAPE A r �� Q CONTINUES ON SHEET L5 \ 1 II O_ 'o" (V .1 s :Ma o N A0938 A3 AOY3tl A3 A-7 A3 A0V3a A3 .♦.i. II / 1 a ��> s 1 . > I' U M s♦f♦R`.. �� I�j�......JJJfff Rs f .��. '�' `�] a' o �LK F• 10931 � 11131 l CA!3 � � �j Z L PROPERTY BOUNDARY 0 . M ' KA_ E, �' t U) RONT YARD.T WIDTH TYPE B LANDSCAPE > Rs RS I G D BUFFER REQUIRED.212TH HAS OVERHEAD -��- f','i, �� POWERLINES 50 SMALL TREES ARE SPECIFIED {I III WA3 Mc Mc Mc Mc Ma M �.Me A�Ic.� _a�Ma a�Mc.Mc M ,s ' � D D V DV�' �� :KF --- F'' D SO°01'46"W 86.00' \ �I i S \� `� F.D 8• K C c~i \ 1 617 SQ FT LANDSCAPE AREA \ p 1 CONTINUES ON SHEET L5 _EF_ I II I 4 I v, Q x O O_O 0 0000 g �\1\� I Ma':' �'" x M f I i O M I a so � go N a•':' a s /�06 17 SQ FT 4 LANDSCAPE ANDSCAPE AREA CJ� , rE TINUES ON SHEETO Ma . N 440, MaMcOcO Mc c Mc Vo O O Mc M c VVo 0 > ;r o 50°01'46"W 98.iT 1 0'POWER EASEMENT 1A C Q cc)N x O I I II AFN 9207230118 I LTA 1 y I;3 Ln i.. r coUY a � I o , v , -------------- UTILITY CONFLICT NOTE: Zoning&Design CITY OF ARLINGTON M THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH TREE PLANTING NOTE Approval CONSTRUCTION DRAWING REVIEW APPROVAL S ROOT BARRIER REQUIRED FOR ALL TREES PLANTED PLNR1415.P26-0016&PJ26-007 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE PLN#115,PJ26-0016&PJ26-0018 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING U Know what's below. ADJACENT TO SIDEWALKS,PAVED DRIVING AREAS ,. ,,,,,, CONDITIONS ON THE TITLE SHEET. C7 ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY p Cal I before you dig. AND PAVED PARKING AREAS.ROOT BARRIERS o�aus°aae am ce) ;" WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE Ameresla Lawlis_,., BY. r— BASEDUPONTHEUNVERIFIEDPUBLICINFORMATIONANDARESUBJECTTOVARIATION.IFCONFLICTS Dial 811 SHALL BE EIGHTEEN INCHES DEEP AND SIX FEET °°ima s;'a"ia,"'"^ Development Services Manager 8 S SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,U.C.TO WIDE.SEE DETAIL SHEET L7 DATE: THIS APPROVAL VALID FOR 18 MONTHS N Co RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. J 9 PLANT SCHEDULE FOR SUNMARK SEEDS INTERNATIONAL,INC. MEDICAL CENTER PO Box 1210 FairviewaRew OR 97024 503.241.7333 SEC. 12,TWP. 31 N., RGE 5 E., W. M. 888-214.7333 p CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON = LU z p PLANT SCHEDULE CITY FILE NO. PLN1415, PLN1416 AND PLN1417 Sunmark DOT Multipurpose Mixture �' Acres: � W M��TIPURPO� Quantity: 1001nt p z LU SYMBOL QTY BOTANICAL/COMMON NAME CONT. SIZE LU Z Seeds per Seeds per Actual%by Lbs. o z Betankal Nun• Common Name %by Weight Requested = C/) 0 Ib.of Mix lb. Seed Size Needed U L LJ TREES o imum erenne gar rarer 4' azer 4 Perenma e 3. 67500 25000 1. 30. _ /rY Lolimum erenne Vor Fx 22 II' EK ress II Perennial R e 30.00% 67600 226000 21.77% 90.00 301 . I V Festuca rubs p.fafrax var Windward' Windward Chewings Fescue ZO.UU% 85000 425000 Z7.42% ZO% N J Z ACER CIRCINATUM/VINE MAPLE estuco ru ra vol. omet amet Creeping escue 4 % a Z Q J $ 5 B&B 2"CAL •varieties may change at time o ending. TOTALS: 100.00% 310000 100.00% 300.00 100% z N U NURSERY GROWN,MULTI-STEM OR TRUE CLUMPS.STAKE AND GUY ONE GROWING SEASON `s Seeding Rate 7.00 PLS Pounds Per 100D Square Feet J U p Q 300.00 PLS Pounds Per Acre D— Lj j ACER RUBRUM'ARMSTRONG GOLD'/ARMSTRONG GOLD MAPLE Z 3 SYN.'JFS-KW78'.NURSERY GROWN FOR STREET TREE USE,BRANCHING AT 5'.STAKE AND B&B 2"CAL GUY ONE GROWING SEASON. DOT MULTIPURPOSE is a low maintenance,low-profile mixture that can transition from a high-visibility,high-quality fine turf applications to sites where 1 or 2 mowings per year are desired.Frequently used in large commercial lawns,vineyards,orchards,and nurseries as permanent roadways.Transitions well from full sun AMELANCHIER X GRANDI FLORA'AUTUMN BRILLIANCE'/SERVICEBERRY to shaded areas and is very drought tolerant. • 21 SMALL TREE,MAX.HT.20'.NURSERY GROWN FOR STREET TREE USE,BRANCHING AT 5'. B&B 2"CAL MULCH,arratoTACKI seeER,AND FERTILIZER PER STANDARD INSTALLATION PRACTICES R¢Dfxllmenae0 seed111g rate b-a Nos per T,{Ml sq rt. STAKE AND GUY ONE GROWING SEASON. CHAMAECYPARIS OBTUSA'GRACILIS'/SLENDER HINOKI CYPRESS 0 • 1 4 SMALL TREE,MAX.HT.20'.NURSERY GROWN,UNCUT LEADER,FULL TO BASE.STAKE AND B&B 6'MIN.HT. GUY ONE GROWING SEASON. J GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER'/HONEY LOCUST LANDSCAPE LEGEND U 22 'SKYLINE'ALSO ACCEPTABLE.NURSERY GROWN FOR STREET TREE USE,BRANCHING AT 5'. B&B 2"CAL LU STAKE AND GUY ONE GROWING SEASON. ROCK MULCH Z 3"-4"D.OF W-13"DIA.WASHED COBBLE Q OVER LANDSCAPE FABRIC D_ / THUJA PLICATA'EXCELSA'/WESTERN RED CEDAR 9 B&B 6'MIN.HT. 0 NURSERY GROWN,UNCUT LEADER.STAKE AND GUY ONE GROWING SEASON. U to GROUND COVERS Z GINKGO BILOBA'PRESIDENTIAL GOLD'/MAIDENHAIR TREE Surround Style Planting with Deeproot Universal Barriers U) lMxw ul«mgmew"antlsrpepanrsyapplcatianyw wYll f.Irsakirg«Pryirgisrepuire0 wz rewmmmd wrg L • 9 SYN.'THE PRESIDENT.NURSERY GROWN FOR STREET TREE USE,BRANCHING AT 5'.STAKE B&B 1l AND GUY ONE GROWING SEASON usmrea bel w. a n nelrt 4e p��mraulllLOL A.newrememhialganmghdearillusvmeabNow,Th'rsrs GlfiM1etredslwlllbe sublectrpmamrewnreuwksucM1 ba,M uwn defdln desicetlbarnerdlam ceraM aslaw wadei srr°,NMreromend er llda..lwglednkes meMme rneinsrallau no(AaforGardsi eeirunkprot prswM1icM1 preetledroe°rrttsanYaaversevdlorgm"rgrmd'nbns art pacMaouM mebase"fywngrmslop GINKGO BILOBA'PRESIDENTIAL GOLD'/MAIDENHAIR TREE IneWbaekfikarea. memo-°maamarewweearM1mmerxlarenm`°w.."'am ®F W'4,gH, 9 SYN.'THE PRESIDENT'.NURSERY GROWN FOR STREET TREE USE,BRANCHING AT 51.STAKE B&B eA,mbe,„e„P°,,;,,e"°mb,°ro.pAw,D;re, ""°" °"" ��o�rsCRo tc�� eam"wwl:.The",n"almp,aen«areab:°p rnepapn x.warerapeJdlpw Ppw,o-«maim.paprePan"e. h Aa r� O AND GUY ONE GROWING SEASON Gal"wads wammemnbanrmrl,v ro 2 mvona.m^erw,elm�w wola o-„eynaleaq Tree,dor�°:evrea"d"p n"yan"�a"a"gro"mpl a a rm Imgar"arM1e: M1wauN 4 el .na,ro�r d:uppi«rrtp"op..carep ram mr. = F rt p'+"dpvrre p"r"pm:v«aw,ply"Here O GINKGO BILOBA'PRESIDENTIAL GOLD'/MAIDENHAIR TREE pac""`„^i ^rnee""°Itneplamipgwk, re6mm""eawm n na"`M1ey°" Aeevmy�"mmmmmeap°her°ved9eorcneba,ri« sw..d g°Hes"e,mvia"""wilnoeevx-1h,y,anda 9 SYN.'THE PRESIDENT'.NURSERY GROWN FOR STREET TREE USE,BRANCHING AT 5'.STAKE B&B rea"" This Mlw reardwrenWlmpmerymwavra xb ;xsidon M1wreveraM His mmeMM Wrap Nbpav to yP 77 AND GUY ONE GROWING SEASON 4 EXP- AND a m""aam"I>amealwrareav". �NOSCAPE r�aaalr:�d "maa«pea,e�ar"mwe"d.ar e«Mo am rwvaawia,:oa Ipaee W bam«mme kvHwdrere Wbotmm ollne i°m ballwill bewfien SYMBOL QTY BOTANICAL/COMMON NAME CONT. ;g ® w,lawearp„«rromJnme" mmem We 100T(rta �a•a�wr",pea=roll aalW pprmimaMvrlaWm)abwegrade Anoi Osa]eee.io-MlDvaMaranageproM«allnah `� m r"e"rove Wireefipm ns cwulne,acutaYayWmp InsulNJlw glesrJmspkuecall cespxpptiecMiol C o = wvwrtacl eo"POOT1IXp6aleJN. -Be SHRUBS vrtapepr1ha kpaw:N.1,u cep Ny1.w. " tpmpkmmeb«knuwa,e:ou.umiwce"exvro y s MEDIUM HOGHT TREES LOWER BRANCHES AT]' main dncM1e straw ofrM Wrii«aM ca"waW SEE APPROVED UST HT.ABOVE BIKE IANE baclAe weryo'e'nrem-Iwnl.xme Mlldie EG 17 EUONYMUS FORTUNEI'EMERALD'N GOLD'/WINTERCREEPER 2 GAL.MIN. AND SIDEWALK.,4•HT. myxlene drpWdem"pwk vwu re OB- 24• ABOVE TRAFflC LANE "Wmoawammm°m. LOW SHRUBS.UWN,OR > GROUNUCOVER(24- AND LESS) "oa wrvryI.varna"ury EJ 39 EUONYMUS JAPONICUS'AUREO-MARGINATUS'/PACIFIC WAXMYRTLE 2 GAL.MIN. m CURB s Z$ SIDEW LK �� S G U $ o La 49 LAVANDULA ANGUSTIFOLIA'HIDCOTE SUPERIOR'/HIDCOTE SUPERIOR ENGLISH LAVENDER 2 GAL.MIN o a n ••d 24- 011_TYPE o t7 Na B ToPsoIL ° ° o 0 o J ROOTBA15RIER'L N18"G, 3 O J DEPR1 ID LONC,6' O p a 48 MAHONIA AQUIFOLIUM/OREGON GRAPE 2 GAL.MIN. 9 PI FRDM ALK SIDE o o Vl m [' COMPACTED tWTNE (SIDEWALK SIDE ONLY) tL O i Y3 U1 SOIL aMdal 4) at-a N ® TRAFFIC MANES BIKE LANE 4.5'P.NC STRIP 5'MIN.SIDEWALK suer .. �... uer 16 MAHONIA AQUIFOLIUM'COMPACTA'/COMPACT OREGON GRAPE 2 GAL.MIN. " ^W"a o In LA x C Q 2 MC 87 MYRICA CALIFORNICA/PACIFIC WAXMYRTLE 2 GAL.MIN. C LU C:N w N >o i <O N s'f 24 POLYSTICHUM MUNITUM/WESTERN SWORD FERN 1 GAL. " w c Q � " � L c LnF1 4.r PO 22 PRUNUS LAUROCERASUS'OTTO LUYKEN'/ENGLISH LAUREL 1 GAL.MIN. to O T m U r°Y� S 37 RIBES SANGUINEUM/FLOWERING REDCURRANT 2 GAL.MIN. O 24 THUJA OCCIDENTALIS'SMARAGD'/ARBORVITAE 4'MIN.HT. SYN.'EMERALD GREEN' UTILITY CONFLICT NOTE: O Zoning&Design CITY OF ARLINGTON M THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH O 24 VACCINIUM OVATUM/EVERGREEN HUCKLEBERRY 2 GAL.MIN. Approval CONSTRUCTION DRAWING REVIEW APPROVAL S OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE PLN#1415,PLNa1416&PLN#1417 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. PJ26-0015,PJ26-0016&PJ26-0018 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING 0 Know what's below. p�/ 125 VIBURNUM DAVIDII/DAVID VIBURNUM 2 GAL.MIN. a"�rnAmem�a CONDITIONS ON THE TITLE SHEET. M CO ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY p Cal I before you dig. BY: E ;" 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 Dial 811 Ameresia L MAI n.s`.wA� Development Services ManagerSHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO GRASS/GRASS-LIKEDATE: THIS APPROVAL VALID FOR 18 MONTHS N RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. — J $ LANDSCAPE NOTES AND DETAILS FOR W MEDICAL CENTER a LANDSCAPE ARCHITECT UB — PRUNE AS DIRECTED BY LA SEC. 12,TWP. 31 N., RGE 5 E., W. M. 'j Q BY HOLD MULCH FROM STEM MULCH LAYER 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON - Q z Q MULCH LAYER FEATHER EXCESS ITY FILE NO. PLN1415 PLN1416 AND PLN1417 Q •oy SOIL UNDER MULCH z w LL- u"� 4" SAUCER FOR WATERING 1" MULCH AT CROWN w Q z w "ABOVE GRADE a ~ Z Z BACKFILL To BE A MIX of TopsalL, *1,�2 vE GRADE LANDSCAPE PLANTING NOTES AND MATERIALS WOFERTILIZER, AND PEAT MOSSSCARIFY FOOTBALL ON CONTAINER SCOPE OF WORK OJz MATERIAL. REMOVE TOP 1/3 OF FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH C) TOPSOIL PREPARATION AND INSTALLATION: Z N QBURLAP ON B&B MATERIAL TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED 1. VERIFY SUBGRADES TO -9 INCHES IN LANDSCAPE AREAS OR AS INDICATED ON PLANS. W N U JPREPARE PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 30-DAY THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 6' IMPORTED TOPSOIL FORDUST ROOT BALL WITH NOTE: PS. LANTING MAINTENANCE. 2. RADCATELANDSCAPE ANY°SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE QUQ ROOT GROWTH HORMONE BED73x THE FOOTBALL REM1QUALIFICATIONS: PREPARATION. U �l Lij DIAMETER FREE OF SOIVE LAITS LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND 3. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES ., co z G BACKFILL TO BE SETTLED USING WATER ONLY HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. Q NOTE: BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. 4. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT SEE PLANT LIST FOR PLANT SPACING LANDSCAPE AREAS. z APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP JOB CONDITIONS: "' 2" OF PLANTING MIX. Q LESS THAN 1 GAL 1 GAL CONTAINER end LARGER IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY D) TOPSOIL PLACEMENT: J PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY (PLANTED BEFORE MULCH) (PLANTED BEFORE MULCH) DISCREPANCIES To THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS. FROM FOOTBALL. ROUGHEN ALL SURFACES OF PIT. FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. 2. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. CUT AND REMOVE BURLAP FROM ROOT BALL GROUNDCOVER PLANTING DETAIL PROTECTION: MULCH (TOPDRESSING): SHRUB PLANTING DETAIL SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), WOOD AND BARK. FINE TEXTURED AND NOT TO SCALE CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION DARK BROWN IN COLOR. LOCALLY APPROPRIATE SOURCE MATERIALS. NOT TO SCALE SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, HOLD PLANTS FROM AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK STAKES: Q EDGE OF PLANTER Q ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. AS NOTED ON PLANT LIST OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY _J (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO OWNER AT NO ADDITIONAL COST TO THE OWNER. GUY MATERIAL: 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE SPACING AS CALLED OUT 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. U IN FIGURE EIGHT PATTERN. STAKES AND TREE To a ON PLAN/PLANT LIST REPAIR OF EXISTING PLANTINGS: w BE PLUMB DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD _ 3" DEEP SAUCER FOR WATER q" GROWTH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. EXECUTION: Z MULCH LAYER BED LINE EDGE - HOLD PLANTS FROM CONTAMINANTS: Q GUARANTEE: VERIFY THAT ALL SOIL CONTAMINANTS E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, REMOVE ALL TIES, WRAP & CONTAINERS. �W z CURB WALK EDGE OF PLANTER GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE of FINAL DO NOT BEGIN WORK UNTIL UNSAA ( c ERIMETER ROOTS FROM NURSERY f A / AS NOTED ON PLANT LIST ACCEPTANCE OF THE JOB BY OWNER. CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. c `F TISFACTORY CONDITIONS HAVE BEEN CORRECTED. BALL P O EXCAVATE TREE PIT AT A MIN, I 2 TIMES 30-DAY MAINTENANCE: FINISH GRADES: U NOTE: DIA. OF ROOTBALL AT BALL CENTER, CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID THIS SPACING APPLIES TO FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TAPERING PIT GRADE TO FINISH GRADE TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING STORE W SHRUB AND FORMAL OPENING. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES SHRUBB ROW PLACEMENT. BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND PIT SPOILS, NURSERY BALL WASTE BACKFILL IRRIGATION MAINTENANCE. Z •/�" 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH SET BALL OR COMPACTED UNDISTURBED SUBGRADE, y��l�'.` PLANT MATERIAL SPACING DETAIL SUBMITTALS: GRADE REFER FEN O GRADELIGHPRIOR TO TLY COMPACTED,INSTALLATION AIONS F MULCH N ON TOE LAWN. PLAN ANALL DETAILFINISH GRADES O BE O SUBMIT THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO SMOOTPOSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL NOT TO SCALE THE START E ANY WORK: i NOTE: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY � ; LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. ONLY; NO FERTILIZER IN PLANTING PIT. FINISH GRADE AT MULCH LAYER C) TREE STAKING AND GUYING MATERIALS. TREES AND SHRUBS: WORK PERIMETER ROOTS FREE C NURSERY BALL. 4:1 SLOPE MAXIMUM D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, BALL & PIT TO BE COURSELY SCARIFIED. 2% SLOPE MINIMUM E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS F WA,q TOPSOIL AS SPECIFIED ® CURB PER CIVIL F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO �� SCROg 0 EVERGREEN TREE PLANTING/STAKING DETAIL MEd DRAWINGS (WALK FINISH GRADE AT MECHANICAL COMPACTION. NOT TO SCALE SIMILAR) 3:1 SLOPE MAXIMUM MATERIALS: 10:1 SLOPE MINIMUM GROUNDCOVERS: PREPARED SUBGRADE PLANT MATERIALS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER r H PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. 4a PRUNE DAMAGED TWIGS AFTER PLANTING 1"MAX. /\ 1"MAX. STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE CLEAR NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES MULCH: c4°� ,Z� d,\ �•Z' PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED /��/��/� BALLED AND BURLAPPED; "CONY." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" MULCH ALL LANDSCAPE AREAS. MATCH DEPTH OF EXISTING MULCH. AT A MINIMUM, APPLYNOTE � � a INDIACATES SPECIFIED ER PLANT 6"ABOVE NOPY SSOIL LINE;17E OR "GALIPER IS INDICATES MINIMUM ALL ACCEPTABLE CONTAINER SUFFICIENT QUANTITY TO PROVIDE A 4-INCH DEPTH. `Pft9®sOg,�� KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. \ \ �\ �\//�\�/�\i 4°• ) OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. UTILITY CLEARANCES: HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH /�/\�� B) QUALITY: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT GRADE. PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. - PROTECT TRUNK AND LIMBS FROM INJURY. INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL CLEANUP AND PROTECTION: T SIDEWALK - j BACKFILL TO BE SETTLED USING WATER ONLY - NO LAWN CONDITON MULCH CONDITION DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY x° MECHANICAL COMPACTION. (CURB SIMILAR) AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE OF MATERIAL. PLANTER SECTION DETAIL DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. NOT TO SCALE HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-LOCK DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE PLANTING MAINTENANCE: TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO AFTER ONE GROWING SEASON TOPSOIL SETTLED SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE _ s (COMPACTED CONDITION) C) SUBSTITUTION: INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING OVER ALL TOPSOIL DEPTH OF 3 FEET 8 PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND CURB NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, INSTALLATION REMOVE AT COMPLETION OF PLANTING z UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. a BERM HEIGHT 6" MIN. 1-1/2' DRAIN AT LOW BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED LAWN PLANTING; PROVIDE 3' 0 "NO GRASS"TREE RING AND FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF J E POINTS & 10' SPACING 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM SOIL LINE: 3" - - MAXIMUM NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE CANOPY. J TRUNK 8"TO 10" IN MULCH, 1" — SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. C IN LAWN _ PAVING (SEE D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A i FINISH GRADE CIVIL PLANS) SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL 7 N� AND COMMON NAMES. _ PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN SUBGRADE ' '� +' to AND MIX SOIL TO 18' OR DEPTH OF FOOTBALL AND 2 < �^ - - E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN ,C TIMES BALL DIAMETER REMOVE EXCESS GRAVEL /� COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6) N AND PAVING '�� ,��•�� HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND C1 REMOVE ALL WRAP, TIES, AND CONTAINERS 12" MAX. LIP MECHANICAL DAMAGE AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, C 7 J� SCORE ROOTBALL AND WORK NURSERY SOIL COARSE ETRANSITION FROM TOPSOIL BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. W N M AWAY FROM PERIMETER ROOTS SOIL PREPARATION: d 0) >C) SET BALL ON UNDISTURBED BASE OR COMPACTED TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE N r Q 00 MOUND UNDER BALL NOTE: AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED r Ol OVER EXCAVATE PARKING LOT PLANTERS BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND N�CN a PENETRATION TO SUBBASE (+) 24" TO LOOSEN COMPACTED SUBBASE FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE U, P �+ CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS Ln r DECIDUOUS TREE PLANTING/STAKING DETAIL REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. (p p i� NOT TO SCALE GRADING A PARKING LOT PLANTERS DETAIL SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: m V Y NOT TO SCALE AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, DEDUCT ALT#1: IF LANDSCAPE CONTRACTOR CAN DEMONSTRATE THAT PLANTER ISLANDS ARE TO A SOIL TESTING LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. \ NOT FULL OF NON-SOIL MATERIALS (CONCRETE WASTE, LUMBER, ROAD BASE, GRAVEL), FULL TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR ` EXCAVATION AND REPLACE WITH 18"-21" OF TOPSOIL CAN BE ELIMINATED AND IN ITS PLACE, SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. 6" OF COMPOST CAN BE PLACED ON SUB-GRADE AND CULTIVATED INTO TOP 12" OF EXISTING _ SOIL. TOP OF FINISH GRADE AND DEPTH OF MULCH STILL APPLIES A) TOPSOIL: Zonis &Design a UTILITY CONFLICT NOTE: e 9 CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE CITY OF ARLINGTON M Approval CONSTRUCTION DRAWING REVIEW APPROVAL V THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE-IN. PUN#1415,PLN#1416&PLN#1417 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM PJ26-0015,PJ26-0016&PJ26-0018 _ UTLITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTAMINATED OFF SITE SOURCES. 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING p Know what's below. B) TOPSOIL To CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED r ,,,,,, CONDITIONS ON THE TITLE SHEET. cn _ ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. 'us�acc nm "' co m p C811 before you dig. a,a ,,a�, BY: E M WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE Dial 811 Ameresia LaWlis oe��No�a,��,�",wn, Development Services Manager 8 S BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS - SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO _3 o DATE: THIS APPROVAL VALID FOR 18 MONTHS N $ RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. J IRRIGATION PLAN FOR MEDICAL CENTER z11111111111111110 q] t SEC. 12,TWP. 31 N., RGE 5 E., W. M. p CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON D 2p - z z p Q CITY FILE NO. PLN1415, PLN1416 AND PLN1417 SCALE:1-20' Q LLJ NOTE DIFFERENT SCALE THAN LANDSCAPE PLANS - Z LLJ Z O C/) z 0 LLJ = U Q N _J Z � � o \\ O —m—mSO°01'46'W 262.63' M m_m_m_ _ > I I > a m LLI ROVIDE TEMPORARY IRRIGATION TO z DOT MULTIPURPOSE HYDROSEED.HATCH ~� \ O NOT SHOWN I ' / O O O 3 c O _ --- _ _-- -- _ O— -- --- O w \ r- O LU ' +p + ^ O -- -- ----- --------- O L — z ROVIDE IRRIGATION TO DOT II I II I ROVIDE TEMPORARY IRRIGATION TO DOT MULTIPURPOSE HYDROSEED.HAT CHMULTIPURPOSE HYDROSEED. Q /3 O HATCH NOT SHOWN - ` t NOT SHOWN I 'o _ _ — --O — — z r 11 } — — oI C (n IRRIGATION POINT O OF � _ _ >' l > CONNECTION _ /O o — C 0 0 ❑® — I c N I ,��®CS ROB®A�'�d ROVIDE IRRIGATION TO DOT MULTIPURPOSE HYDROSEED. — HATCH NOT SHOWN I C H _ m z, V, O — -- — --- -- — -- o _ RRIGATION CONTROLLER AND H 12_ I RAIN SENSOR 1 TTo ^ 0 I I 3-Z , ;I — — ilj I I I II gi U E —. —. — C ............�L - .,.,.,....................... i �1.c — ILU c C bkq C Q TTF _ t y coU °NrDY Zoning&Design UTILITY CONFLICT NOTE: Approval CITY OF ARLINGTON M THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH PLN#1415,PLNM1416a PLN#1417 CONSTRUCTION DRAWING REVIEW APPROVAL $ OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE PJzsoois,PJzs-oaisaPdzs-Dole % UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE1. aWunv awc«i ev ao.re,m CONDITIONS ON THE TITLE SHEET. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING Know what's below. .=s. �,,.� M ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY =a.�sManmem°.a.�, v WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE O Cal I befOTe you dlg. Ameresia Lawlis ewe BY: E M o=ary mnnm .,wn•, BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS Dial 811 - Development Services Manager 'S S SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO DATE: THIS APPROVAL VALID FOR 18 MONTHS N 0) RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. J $ IRRIGATION PLAN FOR MEDICAL CENTER z11111111111111in q] t SEC. 12,TWP. 31 N., RGE 5 E., W. M. p CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON D ,D 2T 40' _ Z z p Q CITY FILE NO. PLN1415, PLN1416 AND PLN1417 SCALE:1-20' Q LLJ NOTE DIFFERENT SCALE THAN LANDSCAPE PLANS - Z LLJ Z zcnz0 ROVIDE TEMPORARY IRRIGATION TO — w DOT MULTIPURPOSE HYDROSEED.HATCH — U NOT SHOWN Q N _J Z U o % — — — ff ��/ N z Lli G - y IRRIGATION SCHEDULE N DESCRIPTION DRIP IRRIGATION: HUNTER LANDSCAPE DRIPLINE COMPONENTS o HDL-06 12-250-CV SUBSURFACE DRIPLINE TUBING 0.6 GPH PRESSURE COMPENSATING EMITTERS WITH CHECK VALVE A H — =__= AT 12'ON-CENTER SPACING-ALL TUBING SHALL BE INSTALLED ON GRADE W/9'WIRE STAKES FOUR(4)FEET 8 ON-CENTER;VERIFYTHE LAYOUTAND IB"ON-CENTER SPACING INTHE FIELD PRIORTOSTARTING WORK.INSTALLALL — 3 COMPONENTS PER MANUF.SPECIFICATIONS. e I USE HUNTER PLD-LOC FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND INLINE DRIP TUBING _ SPRINKLER HEADS: p Z o li HUNTER MP ROTATOR WITH PRO-SPRAY POP-UP BODY AND CV DRAIN CHECK VALVE,r LAWN,6"SHRUB _J —— —— — 9 — SYMBOL NOZZLE PSI GPM RADIUS — 9 — � _ I' I 11 �I y r HUNTER 6QanA 6H H,QSERIES 30 0.98,0.57 6' w HUNTER1000 8-15 F,TH,TT,H,QSERIES 35 0.65,0.48,0.37,0.32,0.16 8' Z Flu,.,.,. ... —— �"�" — ———— — HUNTER-1DDO 8-15 F,TH,TT,H,QSERIES 35 0.65,0.48,0.37,0.32,0,16 10 _ _ IZ 50'01'46"W 86.00' ————— ——— I HUNTER 1000 8-15 F,TH,TT,H,QSERIES 35 0.65,0.48,0.37,0.32,0,16 12' C i HUNTER 200013-21 F,TO,TT,H,QSERIES 30 1.29,0.95,0.74,0.63,0.33 15' Ge U O HUNTER E5515,55530 SERIES 35 7.47,0.65 5'x30' I I 5'x15' (n 0 0 0 0 0000 0$— I z o O O O M HUNTER-3000 22-30 F,Tp„TT,H,Q SERIES 35 2.88,2.19,1.68,1.44,0.69 0.43 22' U c (n o N =_ I` L? -> 0 I I� ADDTL EQUIPMENT: O — _—_ —_—_ —_—_——_—_ —— ® HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE WITH(7)STATION ICD 700 DECODER AND ACCU SYNC ADJUSTABLE PRESSURE 0 REGULATING DIAL.VALVE SIZE PER MANUFACTURERS RECOMMENDATIONS TO MINIMIZE PRESSURE LOSS.MAXIMUM 2 VALVES PER VALVE BOX F WAS,,, O SO'01'46"W 98.17' I I WSS-SEN WIRELESS SOLAR SYNC SENSOR WITH WIRELESS RECEIVER.INSTALL PER MANUFACTURER'S SPECIFICATIONS.NOTE:WHENEVER A, O v(�c1— 1 POSSIBLE HARDWIRE PREFERRED.EXTERIOR MOUNT WITHIN cJ Z" c)�wM I MANUFACTURERS SPECIFICATIONS FOR DISTANCE I m H ° l 0 O n)a.. ��°luc) C0 HUNTER A WITH IDZODER IRRIGATIWO-WARE AND NTROLLER WITHEMOT.INSTALL ICD 10 COAT STEEL CAB NIDEr,VERIFY COLORVALVE. WITH m OWNER).TE SOURCE OF ELECTRICITY AND ROAM TROLLER WITH TAL ERAL CONTRACTOR. SINGLE STATION DECODER PER VALVE. r(uc) I II o i COORDINATE SOURCE OF ELECTRICITY TO CONTROLLER WITH GENERAL CONTRACTOR. Zs 7 OM^ U /�'�^\' I ® HUNTER ICV-200 2"MASTER VALVE(NORMALLY CLOSED)AND FCT.200 2'FLOW-SYNC FLOW SENSOR.ICY SERIES VALVE.SEE ®+g�+P°� 00 O 00 O V�'O I s I DErAIL THIS SET.WIRE FLOW SENSOR BACK TO CONTROLLER WITH PE-39 DATA CABLE. P.O.C.® WILKINS 950 XLT-1 1/4"DOUBLE CHECK VALVE(STATE APPROVED);SEE CIVIL SET FOR CITY STANDARD DETAIL. u ° TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER.WILKINS 850-BALL VALVE,SIZE TO MATCH PIPE CARSON INDUSTRIES#1730(TWO AT P.O.C.)GRADE LEVEL VAULT WITH BOLT LOCK LID N 2 H PLASTIC BALL VALVE,MATCH LINE SIZE,IN VALVE BOX O HUNTER HQ-33DLRC 3/4'QUICK COUPLING VALVE,IN VALVE BOX,PROVIDE TWO KEYS AND SWIVELS > r ---•---•---•............- MAINLINE-SCH 40 PVC(18"COVER):SIZE PER PLAN,2-1/2 SIZE MINIMUM i u LATERAL-SCH 40 PVC(12"COVER);SIZE PER PLAN,3/4"SIZE MINIMUM ----------- SLEEVE-SCH 40 PVC;24"MINIMUM COVER AT VEHICLE CROSSINGS AND 18"MINIMUM COVER IN LANDSCAPE AREAS.8'DIAMETER WHERE 3'SCH 40 PVC MAINLINE RUNS THROUGH PIPE;6"DIAMETER WHERE MULTIPLE LATERALS RUN THROUGH PIPE;4"DIAMETER WHERE ONLY A SINGLE LATERAL RUNS THROUGH PIPE. J QE IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY.COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; J MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. tor C SCH 40 PIPE SIZING CHART 4) R PIPE SIZE 3/4' 1" 11/4" 11/2, 2' 21/2' c 7 .0 FLOW N GPM 1.8 8.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM(MAX.I •c— (6 CLV cNQ a,M -0 5 C Q y C n L . .� i i3 f0 O N m U r°Y� Zoning&Design UTILITY CONFLICT NOTE: Approval CITY OF ARLINGTON PLN#1415,PLN#1416&PLN#1417 CONSTRUCTION DRAWING REVIEW APPROVAL S THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH PJ26-0015,PJ26-0016&PJ26-0018 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. L, y.�e°�a ey A,�".�. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING D Know what's below. �•us CONDITIONS ON THE TITLE SHEET. c� _ ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY Ameresia Lawlis` 99°°' Ch v p Cal I before you dig. _=N ..— BY: E M WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE Dial 811 Development Services Manager o S BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS ^� SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO DATE: THIS APPROVAL VALID FOR 18 MONTHS N O o RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. $ J IRRIGATION NOTES AND DETAILS FOR co LANDSCAPE IRRIGATION NOTES MEDICAL CENTER Q LEGEND: 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTORTO COORDINATE: SEC. 12,TWP. 31 N., RGE 5 E., W. M. 2 0314'SCH.40 PVC PIPE W Q A) INSTALLATION OF 11 OV ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO 3 AUTOMATIC CONTROLLER,INCLUDING WIRE HOOK-UP INTO MOUNTED CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 4 2O1'SCH.40 PVC PIPE - C) Q CONTROLLER.IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN 6 Q Q AND COORDINATE WITH GENERAL CONTRACTOR. CITY FILE NO. PLN1415 PLN1416 AND PLN1417 B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF 18. ALL ELECTRICAL EQUIPMENT TO BE U.L.TESTED AND APPROVED,AND BEAR THE U.L.LABEL. 1 6 OICD-100 DECODER PER PLAN _ z Ljj Z 0L CONNECTION,PER UTILITY PLAN(S). 7 �' PROVIDE STANDARD THREADED STUB-OUT WITH THREADED CAPON DISCHARGE 19. CROSS CONNECTION PROTECTION INSPECTION REQUIRED.THE BACKFLOW DEVICE TO BE THREADED BALL - - 8 4 ELECTRICAL CABLE TIE W I z Z VALVE REGULAR VALVE BOX WITH LOCKING _ o SIDE OF METER.STUB-OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW TESTED UPON THE ORIGINAL INSTALLATION.THE TESTING TO BE PERFORMED BY A PERSON LID 8 W LLI O FINISH GRADE. HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER.THE TEST REPORT TO BE SCH 80 PVC MALE .x -� SOFINISHED GRADE _ � SUBMITTED TO THE LOCAL WATER DISTRICT,OR PURVEYOR,AND OWNER WITH A COPY TO ADAPTER x i PAVEMENT U (� C) VERIFICATION OF STATIC WATER PRESSURE AT POINT-OF-CONNECTION(P.O.C.) BARGHAUSEN CONSULTING ENGINEERS,INC.CONTRACTOR TO INCLUDE TESTING IN THE N - ©VALVE PER PLAN O I— J CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, FINISH GRADE - a z N Q z SCOPE OF WORK.OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INC.,OF ANY VARIATION IN STATIC PRESSURE OVER 5 P51 GREATER/LESS THAN INSPECTION. � 7OT0 EARTH GROUND z N U J DESIGN PRESSURE. - 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION •• '• 1 ff D) INSTALLATION OF SLEEVING. HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION,OR B)DBRIYB O (� - Q SCH 40 PVC 45'ELBOW SCH 80 PVC UNION SxS > 2. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,AND SERVICES NECESSARY TO FURNISH MAED15 FOR SPRING SERVICE.SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL - III OJACKETED ID WIRE PATH 1 > C AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR TO THE ABOVE DATES,OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE FOUR(4)4"x8"BRICKS SCH 80 PVC NIPPLE T=S G NOTES.PROVIDE A ONE(1)YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST MAINLINE z ALL DEFECTS IN MATERIALS,EQUIPMENT,AND WORKMANSHIP. 21. IRRIGATION SCHEDULING: III NOTE_ 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR,ELECTRICAL CONTRACTOR, THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE.PERIODIC THREE INCH(3")THICK LAYER OF EARTH GROUND TO BE A MINIMUM OF V LANDSCAPE CONTRACTOR,OWNER,ARCHITECT,AND LANDSCAPE ARCHITECT. (WEEKLY)ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA PEA GRAVEL OR APPROVED EQUAL III III III- 8'AWAY FROM DUALS AND ATA RIGHT BUDGET ADJUSTMENT.RE-ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN NOTE: 3/8"WELDED WIRE MESH III -I - ANGLE TO THE TWO WIRE PATH a 4. LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY ADJUSTMENT EXCEEDS 30%.SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, 1. LOCATE VALVE BOXES IN PLANTING AREAS. WORK.PROVIDE WRITTEN TEST RESULTS TO LANDSCAPE ARCHITECT. BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA.SYSTEM HAS BEEN DESIGNED 2.WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC -III- -I I III \ FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY.LAWN ZONES SHOULD BE SCHEDULED AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE. - •- 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE.SHRUB 3.ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE. ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER 4.ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40 - - 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS,FEES,AND REQUIRED CITY INSPECTIONS. REQUIREMENT ON A ONCE PER WEEK CYCLE.ALL WATERING IN EXCESS OF THE LOCAL PVC 45'ELBOWS. 7. SUBMITTALS: TETOHE C BALL VALVE DETAIL ICD-100 DECODER ON STAKE FIELD RECHARGE")TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE.OVER WATERING OF LANDSCAPE DUE TO Q A) SUBMIT EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECTS REVIEW AND APPROVAL. CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT NOT TO SCALE B) PRODUCT DATA:FOR EACH TYPE OF PRODUCT INDICATED, DAMAGES AT CONTRACTOR'S OWN EXPENSE. NOT TO SCALE J C) CONTROL WIRING PATH DIAGRAM, U D) "AS-BUILT'DRAWINGS. LL.I E) OPERATION AND MAINTENANCE MANUALS. PVC SCH 80 SxT 90' ELBOW z TRENCH CONDRION SLEEVE__- Q 8. PROVIDE AND KEEP UP TO DATE A COMPLETE"AS-BUILT"RECORD SET OF PRINTS WHICH ARE PVC SCH 80 UNION FINISH GRADE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES SUPPORT STAKES AND )o c c AND EXACT"AS-BUILT"LOCATIONS,SIZES AND KIND OF EQUIPMENT.THIS SET OF DRAWINGS. WIRE WITH WATERPROOF CLAMPS o P. PAVING SECTION c WIRE CONNECTOR - TYPICAL PER CIVIL PLANS O ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET.ALL WORK IS TO _ FINISIH GRADE i c BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS,SHOWING WORK - FINISH GRADE a COMPACT BACKFILL r 1 AS ACTUALLY INSTALLED. III-III _- - SPARE WIRE WITH WATERPROOF VALVE BOX °�` AT 90%DENSITY Lc lJ DIMENSION FORM TWO(2)PERMANENT POINTS OF REFERENCE,BUILDING CORNERS,WALKS,OR '^ III III WIRE CONNECTOR ON CUT END (TOPSOIL BACKFILL) o ROAD INTERSECTIONS,ETC.,THE LOCATION OF THE FOLLOWING: III— - U) _ VALVE BOX -III— _=I- < o AT 95%DENSITY z A) CONNECTION TO WATER LINES(P.O.C.), -III - WITH COVER III QUICK COUPLING VALVE ¢ f (STRUCTURAL) ;.Q O B) CONNECTIONS TO ELECTRICAL POWER, PVC LATERAL -III— _-� _ ° ° PVC LATERAL U C) GATE VALVE,QUICK COUPLERS,AND REMOTE CONTROL VALVE, _ TO SPRINKLERS -III -III- SUMP 1 C.F. 7/8" m 6'OFFSET SLEEVING o _ -III— III— WASHED GRAVEL J L MIN. FOUR (4) 4"x8" BRICKS y- ALT.WIRE SLEEVE py�, D) ROUTING OF MAINLINE(DIMENSION MAXIMUM 100-ALONG ROUTING), -III —III —III- °V L b PVC SCH 80 NIPPLE -III= I THREE (3) 4"x8" BRICKS --- ° PVC MAINLINE E) ROUTING OF CONTROL WIRING, O O O O O O O AND FEMALE ADAPTOR MARLEX ELL - TYPICAL _ F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. O O O Oo0 O O O PVC SCH 80 UNION -III <_ VALVE WIRING 3 O 0 0 0 0 OO C SCH 80 P.V.C. NIPPLE m a PIPE BED MATERIAL ®F WAB4+S®� 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION,A THREE RING BINDER O O O O O PVC SCH 80 NIPPLE TO BE CLEAN AND C RO CONTAINING THE FOLLOWING INFORMATION: SCH 40 PVC SXSXT TEE LARGERFREE THANKt 2 A�0.a0� � ��I REMOTE CONTROL VALVE; / r. A) INDEX SHEET STATING CONTRACTOR'S ADDRESS,TELEPHONE NUMBER,FAX,E-MAIL AND A, BODY CLEAR OF SUMP NOTE: , LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, SU 1 C.F. 7/8" WASHED GRAVEL SLEEVING MATERIAL SHALL BE PVC SCH. 40. m MP DIMENSIONS ARE MIN. CLEARANCES. Cl B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, PVC MAINLINE ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL CONTRACT, O BE CLASS B' OR BETTER(MAX. OF 10% PASSING NO.40 SCREEN)AND BE S T9Z NOTE: PVC SCH 80 NIPPLE COMPACTED TO MIN. 95%OPTIMUM DENSITY PER ASTM D-1557-70 ®® - EK?-0��4 C) GUARANTEE STATEMENT, ONE VALVE PER BOX. (MODIFIED PROCTOR) IY®SCAP�P D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. QUICK COUPLING VALVE DETAIL SLEEVE/TRENCHING DETAIL E) CONSTRUCTION DETAILS FROM THE PROJECT, COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR PLOWABLE SEALANT IN ALL THREADED FITTINGS, PER NOT TO SCALE - F) COMPLETE TROUBLE-SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, MANUFACTURES SPECS. NOT TO SCALE $ _ G) WINTERIZATION AND SPRING START-UP PROCEDURES, REMOTE CONTROL VALVE ASSEMBLY x H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING,SUMMER,AND FALL, NOT TO SCALE DOUBLE GRADE LEVEL BOXES p ACOPY OF THE"AS-BUILT"DRAWINGS AND CONTROLLER CHART. SIZE TO PERMIT 12"MINIMUM EO EO CLEAR FROM WALLS TO TEST > 10. ALL VALVES TO BE PLACED IN"CARSON"GRADE LEVEL BOXES WITH BOLT-LOCK LIDS(OR COCKS, BOLT LOCK LID APPROVED EQUIVALENT).SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH - - m m ps AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS.JUMBO BOX FOR CHECK VALVE, =III— :III it DOUBLE CHECK VALVE(STATE APPROVED a s $ L 10"ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES,AND 12"STANDARD FOR III WATER SERVICE — ASSEMBLY) RESILIANT SEATED VALVES WITH A o U g CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. FROM METER - TEST COCKS, INSTALL ASSEMBLY WITH TEST COCKS IN HORIZONTAL POSITION, 11. MAINLINE PIPE TO BE BURIED 18 INCHES,LATERALS 12 INCHES,AND SLEEVES 24"INCHES O NORMALLY CLOSED MASTER VALVE PER LOCAL REQUIREMENTS BELOW FINISH GRADE.NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6 6 _ U E 12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN.ADJUST IN FIELD AS NECESSARY O 36-INCH LENGTH OF COILED WIRE TO q PVC MAINLINE PER PLAN J FOR 100 PERCENT COVERAGE.VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, SATELLITE CONTROLLER SPARE STATION IN SHRUB BEDS WHERE POSSIBLE. y m ,r rJ '�/ //r 5 >V N 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION,CONTROLLER 2 1 7 O 3-INCH MINIMUM DEPTH OF 3/4-INCH � � N PROGRAMMING,SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. WASHED GRAVEL 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. H SCH 80 NIPPLE AND FEMALE N 15. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT,SCREENS,AND/OR g 1 O ® BRICK (1 OF 4) f ADAPTER- TYPICAL 7 ALTERNATE NOZZLES. NOZZLE ADJUSTMENT IS LIMITED 10 PERCENT FOR SPRAY SCH 80 PVC -TYPICAL UNION AT EACH SIDE OF VALVE L' W C N HEADS AND PER MANUFACTURERS LIMITS FOR OTHER SPRINKLERS. ERS.SPRINKLER SPACING SO VALVE BOX WITH COVER - 12-INCH SIZE OQO� ��C O)M NOT EXCEED 60%OF THE DIAMETER OF THE PUBLISHED DATA. O O SCH 80 NIPPLE - TYPICAL � Q W N 16. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL c © FINISH GRADE D,(�O(�C� i DCD BLOCK AS NECESSARY WITH BRICKS Y N SPLICES,3M,SCOTT'S LOCK SEAL TACK 3576.78,OR EQUIVALENT. O o Oo°p"008�o�� °�°�$�1 FLOW OW�CoCk.00o°O°Ono_°OoCp�B r 0`CY' cCCF AT BASE OF BOX C Q(Np 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF I DECODER,CONNECTED TO JACKETED HUNTER o"0 o-U 6 "O �o ooTTff'' O RAIN BIRD FS SERIES 100B FLOW SENSOR(S) DO((��O,�,C (�V,- C(��SUMP 1 C.F. 7/8"WASHED GRAVEL y L o IDWIREI(14 GUAGE),RECOMMENDED FOR WIRE PATH LENGTH UP TO 10,000 FT OR HUNTER A o`CP'o• �o`CY �.CR=_I I L c 4'' F IDWIRE(12 GUAGE)FOR WIRE PATH LENGTH BEYONE 10,000 FT UP TO 15,000 FEET.THESE 4 4 3 ® PE-8g CABLE BACK TO CONTROLLER l n(l n f I�(I I- = NOTE: Q N N INSPECTION OF COMPLETED ASSEMBLY CO fV d MAXIMUM WIRE PATH LENGTHS ARE FOR ACTIVATING UP TO 225 HUNTER DECODERS,6 P/MV 5X = =III- BY CERTIFIED TESTER REQUIRED. m V Y AND UP TO 6 SENSOR DECODERS.AVOID RUNNING POWER CABLES AND DECODER PATH IN 10X DIAMETER DIAMETER Og CONCENTRIC REDUCER PARALLEL.ALL WIRE PATHS AND ITS BRANCHES SHOULD BE ENDED WITH PROPER GROUNDING. OF PIPE OF PIPE CHECK VALVE ASSEMBLY DETAIL NEW CONSTRUCTION CAN RELY ON EXISTING WIRE PATH BY TIEING ON AND EXTENDING OUT TO SERVICE NEW CONSTRUCTION,UP TO A MAXIMUM 225 VALVES. NOT TO SCALE MASTER VALVE (NORMALLY CLOSED)WITH FLOW SENSOR DETAIL UTILITY CONFLICT NOTE: NOT To scA L CITY OF ARLINGTON THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH Zoning&Design CONSTRUCTION DRAWING REVIEW APPROVAL S OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE Approval UTLITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. L� PUN u1415,Rwa14166 PLNa1417 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING D Know what's below. PJ26-0015,PJ26-00168 PJ26-0018 CONDITIONS ON THE TITLE SHEET. M (M .,`-> ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY O CaI I A2fOF0 you Qlg. 9>a er Am>re>I> BY: E WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE °Y>� Fe BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS Dial 811 - °spas,�a .a�, velopment Services Manager o S SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO Ameresia LaWlis oNac�mei>98i:iiWA' C o RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. - DATE: THIS APPROVAL VALID FOR 18 MONTHS CV $ J - IRRIGATION DETAILS FOR MEDICAL CENTER SEC. 12,TWP. 31 N., RGE 5 E., W. M. p CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON - Q p Q CITY FILE NO. PLN1415, PLN1416 AND PLN1417 < uI o � l— z zcnwO O = U � ~ J ( NUJ s � U p Q Lu Z A 1 2 3 4 5 6 1 FINISH GRADE 6"ROUND VALVE BOX 4„_6„ O FINISH GRADE/TURF IL — — -----J AIR/VACUUM RELIEF VALVE OOPERATION INDICATOR O EASY FIT COMPRESSION TEE 2 O SUB-SURFACE DRIPLINE: U) `' — 1/2"PVC TEE SEE IRRIGATION SCHEDULE LU 4"-6" _ z OSUB-SURFACE DRIPLINE COMPRESSION ADAPTER Q TYPICAL DRIPLINE-TYPICAL 3 OINLINE DRIP EMITTER a ��(TSa OR BLANK TUBING-TYPICAL O 0 Dd�® TIE DOWN STAKE � O O(��O��O 1 C.F.T/8"WASHED U 0 0YY o`CS'0 GRAVELSUMP 1 2 3 4 O TURF/FINISH GRADE OR SHRUB BED 7 B _ BRICK SUPPORTS z WITH MULCH — O O FINISH GRADE O SUB-SURFACE DRIPLINE: NOTE: NOTE: U AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. 1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. C17) NOTES: O PVC DRIP MANIFOLD PIPE 2.VAN NOZZLE MAY BE SET TO CLOSED,OR IF IT IS DESIRED TO SEE SPRAY FROM o 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND,FOUR FEET IN LOAM,AND O6 12-INCH VALVE BOX WITH FOR USE ON ZONES OF 7 GPM OR LESS ONLY(PLUMBED TO TUBING). THE NOZZLE,SET THE ARC TO Y4 PATTERN. THE FLOW FROM THE NOZZLE,0.3 LL FIVE FEET IN CLAY. O PVC 1" X 3/a' TRUE UNION COVER 1/2'AIR/VACUUM RELIEF VALVE DETAIL GPM, SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN. 2.AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR BALL VALVE ELBOWS,USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. O7 3-INCH MINIMUM DEPTH NOT TO SCALE DRIP IRRIGATION DRIPLINE INDICATOR of WAS'y® 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN O4 EASY FIT MALE X BARB OF 3/4"WASHED GRAVEL & OROg0 STAKES. ADAPTER OB BRICK (1 OF 2) g O �:p A NOT TO SCALE DRIPLINE BURIAL NOT TO SCALE FLUSH POINT WITH BALL VALVE NOT TO SCALE O FINISH GRADE O STANDARD VALVE BOX WITH COVER: a RAIN BIRD VB-STD 13 n067 2 14 a O WATERPROOF CONNECTION: y RAIN BIRD DB SERIES IRRIGATION CONTROLLER.SEE IRRIGATION SCHEDULE 1 2 3 4 5 O VALVE ID TAG PER MANUFACTURER'S GALVANIZED METAL CABINET FOR CONTROLLER it ° ® sPEaFlcnnorvs O 30-INCH LINEAR LENGTH OF WIRE, COILED k LINE VOLTAGE OUTLET FOR IRRIGATION CONTROLLER 6 1" X 3/" REDUCING COUPLING a INSIDE PEDESTAL(OUTLET NOT SHOWN) ��/ /AAA/� (INCLUDED IN XCZ-LF-100-PRF KIT) P $ o 5g $ 3/4"POWER CONDUIT: SIZE, �> / O PRESSURE REGULATING FILTER: TYPE, DEPTH PER LOCAL CODE MOUNTING BRACKET 6 RAIN BIRD PRF-100-RBY (INCLUDED IN E GROUND WIRE CONDUIT,MIN. 1 1/2". 10 XCZ-LF-100-PRF KIT) < J p GROUND PER ASIC GUIDELINES RAIN SENSOR 7 8 O LATERAL PIPE 11 C, J U y PEDESTAL BASE:CONCRETE 1 1 O PVC SCH 40 FEMALE ADAPTOR OR REDUCER Cc OR PREFABRICATED tN 4) R T ON 9 10 REMOTE CONTROL VALVE:FINISH GRADE HER EXPOSED 0000°oOo°0000 8'ABOVE GRADE 0° oOadJ o RAIN BIRD LFV-100 (INCLUDED IN In XCZ-LF-100-PRF KIT) C PVC SCH 40 TEE OR ELL TO MANIFOLD O mMCONDUIT FOR CONTROL WIRES C W cECURE PER ]O MANUFACTURER'S SPECIFICATIONS 3-INCH MINIMUM DEPTH OF 3/4-INCH Q cc) N WALL 14 12 WASHED GRAVEL += c Q 13 MANIFOLD PIPE AND FITTINGS -•� H �l m c Ln IRRIGATION CONTROLLER - PEDESTAL MOUNT RAIN SENSOR DETAIL SIDE VIEW 14 MINIMUM FOUR (4) 4"X8" BRICKS TOP VIEW m O CV m U r°Y� NOT TO SCALE NOT TO SCALE DRIP IRRIGATION VALVE NOT TO SCALE UTILITY CONFLICT NOTE: Zoning&Design CITY OFARLINGTON M S THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH CONSTRUCTION DRAWING REVIEW APPROVAL 19 Approval OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE FILM PLN#141B&PLNN14n _ UTLITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 1L,, PJ26-0015,PJ26-0016 s PJ26-0018 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING Know what's below. CONDITIONS ON THE TITLE SHEET. cy) _ ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY p Cal I before you dig. a°e "Am"°"' BY. E M WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE ory c us "' Dial 811 Ameresia Lawlis °""°®'"imo."..a° Development Services Manager 8 S BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS � a c�yma<u L�,wA, � CV SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LLC.TO DATE: THIS APPROVAL VALID FOR 18 MONTHS N RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. $ J IRRIGATION DETAILS FOR MEDICAL CENTER SEC. 12,TWP. 31 N., RGE 5 E., W. M. p OPVG EXHAUST HEADER CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON - Q p Q z 3 a 22 PVC SCH 40 TEE OR EL(TYPICAL) 1D SUB-SURFACE DRIPLINE CITY FILE NO. PLN1415, PLN1416 AND PLN1417 OPVG EXHAUST HEADER LLJ r -- -- - @BARB X MALE FITTING 11 BLANK TUBING OPVC SCH 40 TEE OR EL(TYPICAL) LU Z LU 1 2 3 4 5 NOTES: Z 6 FP p ®FLUSH POINT(TYPICAL) 12 BARB X BARB INSERT TEE OR CROSS: - • DISTANCE BETWEEN LATERAL ROWS AND EMITTER @BARB X MALE FITTING: a SEE DETAIL - SPACING TO BE BASED ON SOIL TYPE,PLANT p (n Z O 16 @PERIMETER OF AREA 13 Y,"AIR RELIEF VALVE 14 MATERIALS AND CHANGES IN ELEVATION. SEE ©FLUSH POINT(TYPICAL) Z w 2"-4' DL FP DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SEE RAIN BIRD DETAIL'FLUSH POINT WITH BALL VALVE' O ©PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4"FROM 14 BARB X FEMALE FITTING: SPACINGS. _ V 16 PERIMETER OF AREA 6 LENGTH OF LONGEST DRIPLINE LATERAL SHOULD @PERIMETER OF AREA J Z 7OPVC SUPPLY PIPE FROM CONTROL ZONE KIT(SIZED TO 15 18%-PVC NIPPLE,LENGTH AS NECESSARY NOT EXCEED THE MAXIMUM LENGTH SHOWN IN N _ DL MEET LATERAL FLOW DEMAND) 2-4" THE ACCOMPANYING TABLE. @PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4"FROM Q r Q J 7 8 @PVC SUPPLY MANIFOLD DRIPLINE INDICATOR.SEE DETAIL FOR ADDITIONAL INFORMATION • AIR RELIEF VALVE TO BE INSTALLED AT HIGH PERIMETER OF AREA a fll N U POINT OF AREA. <.J _ @CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE 7 • WHEN USING 17MM INSERT FITTINGS WITH 07 SUB-SURFACE DRIPLINE N U p < (TYPICAL)-SEE INSET A Dripline Maximum Lateral Lengths(Feet) DESIGN PRESSURE OVER SOPSI,IT IS LL �l RECOMMENDED THAT STAINLESS STEEL CLAMPS @BLANK TUBING LLI 9 pug"a pe=ire z4 spea"a BE INSTALLED ON EACH FITTING. n"..(epn)N" nax(ape)W-1 F-(aPN @BARB X BARB INSERT TEE OR CROSS: Z G 0 11 AR 14 15 10 Y,"AIR RELIEF VALVE 2 8 11 PVC SUPPLY HEADER m 31. 1ss sse ze4 sae xe so xg seo 41e esg sea au as 2% s0 4n zes Sze 4zs 7zs a99 AR 12 PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT(SIZED TO '� c 12 FP so 4. 2% sae 4ss Teo 114 8 q�A . 4-6' MEET LATERAL FLOW DEMAND) NOTES: "sEr A 9 DRIP MANIFOLD 13 PVC SCH 40 RISER PIPE13 1DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE,PLANT MATERIALS AND CHANGES IN ELEVATION. BURIAL DEPTH SEE IRRIGATION SCHEDULE FOR SPACING. 14 DRIPLINE INDICATOR.SEE 2.LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 10L11 2 12 @DETAIL FOR ACAT'L INEO 3.AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. Dnpline Maximum Lateral LengM.(F-) 4.WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI,IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE 13 12,INSTALLED ON EACH FITTING. 11 "a DRIPLINE CENTER FEED LAYOUT 2 IN A z �,,1""mes"�o, NOT TO SCALE J LU a DRIPLINE END FEED LAYOUT Z NOTES:DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE,PLANT MATERIALS AND NOT TO SCALE a 1 2 a • CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 1/3 OF SLOPE TO BE SPACED GREATER THAN OPTIMAL ROW DISTANCE.SEE MANUFACTURER DRIPLINE INSTALLATION GUIDE FOR SUGGESTED R OF SPopE SPACING. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE O L ACCOMPANYING TABLE. • WHEN ELEVATION CHANGE EXCEEDS 8 FEET IT IS RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED. 12 11 2 4 5 12 11 2 4 5 @PVC EXHAUST HEADER NOTES: U • INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL. • DISTANCE BETWEEN LATERAL ROWS • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI,IT IS RECOMMENDED THAT - - @PVC SCH 40 TEE OR EL(TYPICAL) AND EMITTER SPACING TO BE BASED i 3 STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 6 - ---- - ON SOIL TYPE,PLANT MATERIALS v/^ I @FLUSH POINT(TYPICAL) AND CHANGES IN ELEVATION. SEE LMSE<" \ I"LA J 0 SEE DETAIL MANUFACTURER DRIPLINE O 5 15 \ 6 INSTALLATION GUIDE FOR SUGGESTED ra 01 PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT(SIZED TO MEET 10 PVC RISER PIPE DL 4 BARB X MALE FITTING SPACINGS. or slo E 11 LATERAL FLOW DEMAND) 7 \ O • LENGTH OF LONGEST DRIPLINE ITOMP7\ 12 -- 11 TURF OR MULCH \ AR 9 @PERIMETER OF AREA LATERAL SHOULD NOT EXCEED THE L U) /y O BARB X MALE FITTING \ MAXIMUM LENGTH SHOWN IN THE 12 FINISH GRADE 2"-4' \ @BARB X BARB INSERT TEE OR CROSS ACCOMPANYING TABLE. L? > 03 PVC SUPPLY HEADER \ � AIR RELIEF VALVE TO BE INSTALLED FP \ DPERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" AT HIGH POINT OF AREA. FROM PERIMETER OF AREA 4-6"®PVC SCH 40 TEE OR EL(TYPICAL) WHEN USING 17MM INSERT FITrINGS $ L DRIP MANIFOLD 8 \ 13\ WITH DESIGN PRESSURE OVER 50PSI, wA$ 5 SUB-SURFACE DRIPLINE: \ \ 8 SUB-SURFACE DRIPLINE: IT IS RECOMMENDED THAT STAINLESS ®f ey® BURIAL DEPTH O SEE IRRIGATION SCHEDULE 2'-4" O STEEL CLAMPS BE INSTALLED ON ..SC ROg�. d 1 \ SEE IRRIGATION SCHEDULE EACH FITTING. M' �R g 5 1 4 3 ©FLUSH POINT: SEE DETAIL l \ 0� Aif $ 1 \ @BLANK TUBING 10 7 PVC FLUSH HEADER \ 7 ' 4 O AR I \ I 10 Y,"AIR RELIEF VALVE:SEE DETAIL r F INSET A O1t'"AIR RELIEF VALVE:RSEE DETAIL \ 11 PVC SUPPLY MANIFOLD Z (g)DRIPLINE INDICATOR.SEE DETAIL FOR ADDITIONAL INFORMATION g \\ 12 PVC SUPPLY PIPE FROM CONTROL ZONE KIT(SIZED 4-6" �6 / FP FP TO MEET LATERAL FLOW DEMAND) L - - \-- - - DRIP MANIFOLD 10 6 13 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT BURIAL DEPTH EXCEED LENGTH SHOWN IN TABLE 11 2 12 DRIPLINE SLOPED LAYOUT 1 3 3 a PVC SCH 40 RISER PIPE NOT TO SCALE 15 DRIPLINE INDICATOR.SEE DETAIL FOR ADDT'L INFO 14 _ 2 2 - z C z N T A DRIPLINE IRREGULAR SHAPED LAYOUT = INSET A NOTES: NOT TO SCALE 1.DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE,PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS FOR SPACING J 7 2.LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING i 8 TABLE. 1 DL 4 5 8 3.INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL. 4.WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 5OPS1,IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 1 a 16 2 -a \ _\ 8 3 16 4"-6" O FINISH GRADE/TURF D \ 01 PVC SUPPLY PIPE FROM RAIN BIRD 80 ARE X BARB INSERT TEE O OPERATION INDICATOR V E �f{,( COMROL ZONE KIT(SIZED TO MEET J LATERAL FLOW DEMAND) 90 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD 2 O SUB SURFACE DRIPLINE: J PERIMETER OF AREA NOT EXCEED LENGTH SHOWN IN TABLE SEE IRRIGATION SCHEDULE C 02 i I 14 13 10 PVC FLUSH HEADER 2 15 I 03 PERIMETER DRIPLINE PIPE TO BE INSTALLED r 5 2"-4"FROM PERIMETER OF AREA 11 FLUSHSEE DETAIL t AR / ®PVC SUPPLY MANIFOLD 3 (n 12 PVC RISER PIPE • 7 e PVC SCH 40 TEE OR EL(TYPICAL) DRIP MANIFOLD 13 TURF OR MULCH C BURIAL DEPTH ©BARB X MALE FITTING LU N M 1 14 FINISH GRADE 0 11 10 07 SUB SURFACE DRIPLINE: 1/) 0 Q Do(y i - 1 5 4 SEE IRRIGATION SCHEDULE 15 1/2"AIR RELIEF VALVE:SEE DETAIL fV r 12 16 DRIPLINE INDICATOR.SEE DETAIL FOR ADDT'L INTO L-- FP INSETn----J 5 N `N NOTE: m 0 1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. m U rp Y V d DRIPLINE ODD CURVES LAYOUT 2.VAN NOZZLE MAY BE SET TO CLOSED,OR IF IT IS DESIRED TO SEE SPRAY FROM THE NOZZLE, SET THE ARC TO Y4 PATTERN. THE FLOW FROM THE NOZZLE,0.3 NOT TO SCALE GPM,SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN. DRIP IRRIGATION DRIPLINE INDICATOR NOT TO SCALE UTILITY CONFLICT NOTE: Zoning CITY OFARLINGTON M S THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH Approval Design CONSTRUCTION DRAWING REVIEW APPROVAL OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE PLN#1415,PLNN1a168 PLNp1417 UTLITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. l., 10PJ26-0015,PJ26-0016 s PJ26-0018 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 81148 HOURS IN ADVANCE AND THEN POTHOLING p Know what's below. _ CONDITIONS ON THE TITLE SHEET. M M - ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY p Call before you dig. �s�5 oee eyAmaes1 BY: E WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE a.nl>�aal"a�"I,aa.aa.. Development Services Manager 8 S BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS Dial 811 Ameresia Lawlis oa��N"�A,��a",wA, SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS,LEE.TO - M o RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DATE: THIS APPROVAL VALID FOR 18 MONTHS 04 $ J