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7805 SW DARTMOUTH STREET-3 4 uQ W l ABBREVIA MNSBABIES R , AC ASPHALT CONCRETE PC POINT OF CURVATURE ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE -- AB AGGREGATE BASE PI POINT OF INTERSECTION ECR BEGIN CURB RETURN It PROPCRTY LINE ' BM BENCH MARK PRC POINT OF REVERSE CURVATURE BVC BEGIN VERTICAL CURVE PT POINT OV TANGENCY CB CATCH BASIN PVC POLY---VINYL CHLORIDE la CI CAST IRON R RADIUS CJ CONTROL JOINT RCF' REINFORCED CONCRETE PIPE ; c F100f DRAINS �. �. CL CLASS RD - �'.' 4E o, CENTERLINE R/W RIGHT-OF-WAY CMP CORRUGATED ME IAL. PIPE S= SLOPE EQUALS CMU CONCRETE MASONARY UNIT S SEWER rx. CONTR. CONTRACTOR SD STORM DRAIN CO/COTG CLEANOUT TO GRADE SHT. SHEET CTV CABLE TELEVISION SL SEWER LATERAL DET. DETAIL S.0.S.S.C. ST.ORFGON STRUCI. SPEC. CODE DI DROP INLET SRI:: SEGMENTAL RETAININC WALL DIP DUCTILE IRON PIPE STA STA TION DWG. DRAWING STD. DTL. STANDARD DFTAIL m _ E ELECTRICAL SCD SQUARE _ ECR END CURB RETURN T TELEPHUNE < EJ EXPANSION JOIN f TB THRUST BLOCK OWNER ��' EL ELEVATION TC TOP OF CURB TOYS "R" US TOYS "R" US ALPHA ENGINEERING, INC. j EVC END VERTICAL CURVE. TCN TOP OF CONCRETE 461 FROM ROAD 16?4 ARMY COURT 9600 SW OAK, 'SUITE 230 Z EX EXISTING TD TOP OF DIKE STOCKTON, CA 95206 PORTLAND, OR 97223 �� O EXIST. EXISTING TF TOP Of- FOOTING PAR AMUS, NJ UI652-3�..4 ,, c I IS F FIRE WATER TG TOP OF GRATE I (201) 553--78UO PH, (201) 261 -2409 FAX (209) 462-1858 PH, (�0.!) 4a12 t>•138 FAX (503) 452-8003 P1�, (503) 452-8043 FAX FF FINISH FLOOR TI TRAFFIC INDEX CONTACT: STEVEN M. DUFFY CONTACT: J.R. VALENTINE CONTACT: DAVID HUMBER, P.E. cc I �' T TRAFFIC LIGHT DARTMO H FG FINISH GRADE L /�� / STREET � FH FIRE HYDRANT TP TOP OF PAVEMENT FL FLOWLINE TYP. TYPICAL FLG FLANGE 1'W IOP OF WALL _ _ G GAS / GUTTER VSP VITRIFIED SEWER PIPENEER GM GAS METER VPI VERTICAL POINT OF INTERSECTION a Y -MA J ANDSC�APE ARCHI EC`r �"��HWAL � 9N GB GRADE BREAK W WATER ADDRESS: 7605 SW DARTMOUTH CHRIS FRFSHI_EY BRAUN INTERTEC NORTHWEST CSP GALVANIZED STEEL PIPE WM WATER MF TER TAX MAF': 151 36CU 1020 SW TAYLOR, SUITE 355 6032 N. ;UTTER CIRCLE c � T AP WV WATER VALVE TAX LOTS: TL 2000 PORTLAND, OR 97205 PORTLAND, OR 97217 -.-1- �. CREASE TR ✓ GATE / GAS VALVE A DELIA (CURVE CENTRAL ANGLE) EXISTING SITE AREA: 416 ACRES (503) 222-9881 PH, (503) 224'--7069 FAX (503) 289-1778 PH z I o HP HIGH POIN1 f APPROXIMATELY ZONING. C-G (PD) CONTACT: CHRI`, FRESHLEY CONTACT: CHARLES LANE lF INVERT EQUALS % PERCENT K_R I. CURVE LENGTH < LESS THAN LOCATESA'48 k jQk $ lP11C9 REAPED PFtKM TO EXCAVATION) GREATER THAN A 1014 ECT / 9oru TA ROAD _ { LF LINEAL FEET � - MH MANHOLE MIN MINIMUM ONE CALL SYSTEM 246-6699 CASCO CORPORATION MJ MECHANICAL JOINT GENERAL TELEPHONE, NORTHWEST -`, ," 10877 WATSON ROAD N.I.C. NOT INCLUDED IN CONTRACT NATURAL GAS) %�+ � ST. LOUIS, MU 63127 OCEW ON CENTER EACH WAY 1 (314) 821--1100 PHNow UNIFIED SEWERAGE AGENCY 648-8621 CONTACT: PAT MOORE, P.E. Q 4 � w 0NOR P, ,WEST NATURAL GAS 226-4211 G PORTLAND GENERAL ELECTRIC 273-1600 " VICHW MAP { ` GENERAL TELEPHONE COMPANY 639-0631 NOT TO - { COLUMBIA CABLE 644-4300 scuf: �- fx U lil ra D cr a cn i G04E Ln ALL PRIVATE PLUMBING WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE OREGON STATE PLUMBING SPECIALTY CODE, 1994 ED. ALL OTHER ONSITE WORK BE COMPLETED IN CONFORMANCE WITH THE CITY OF TIGARD GENERAL SPECIFICATIONS, UNLESS OT'-IE '.WISE NOTED. IF CONFLICT LEGEND ARISES TIME STRICTER STANDARD WILL APPLY. I 0 A , 1R�SbNIt,L,.�C1-�� U S D W1 A D ALL INCIDENTAL WORK 1. ALL STORM SEWERS IN TRAFFIC AREAS SHALL HAVE A MINIMUM 3 FOOT OF COVER TO FINISH CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. GRADE IN PUBLIC RIGHT--OF-WAYS. ----- EXISTING SAN!TARY SEWER, UNE 2. STORM SEWER PIPE SHALL BE OF THE SIZE NO IED ON THE PLANS, STORM SEWER PIPE SHALL, 3. THE �.ONTRACTOR AND;OR SUB-'CONTRACTORS SHALL HAVE A MINIMUM OF ONE (1) SET OF - EXISTING STORM DRAIN !!!`!E I IN TRAFFIC AREAS, BE ABLE TO S�JPPORT He-20 VEHICLE LOADING AND HAVE A. MINIMUM APPROVED CGNSTF2UCTIG!� PLANS Oh THE .108 SITE AT ALL TIMES DURING THE CONSTRUCTION SEPVICE LIF' OF SEVENTY-FIVE (75) YEARS BASED ON THE MANUFACTURER'S RECOMMENDA- ''� °° -- FXIS,T114G WATER LINE PHASES. TIONS. EXISTING SANITARY SEWER MANHOLE 4. ALL MATERIAL SUPPLIER(S) SHALT_ SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED IN ED 3 STORM ;EWER PIPE SHALL BE AS SHOWN ON THE PLANS: WI — EXISTING CATCH BASIN ACCORDANCE NTH THE PROJECT SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVER �— SST L�tvTJ 1/ EXISTING STORM DRAIN MANHOLE TO THE JOB it IE MEET OR EXCF ED CITY OF TIGARD SPECIFICATIONS PRIOR TO DELIVERY OF A) C-•900 PVC PIPE. I MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM B) CH 40 PVC DWV EXISi1NG WATER VALVE THE JOB SITE. AT NO ADDITIONAL COST TC THE OWNER. C) BELL & SPIGOT CONCRETE PIPE WITH GASKETS ASTM C-76-3. I TfII$ 9REJ?T EXISTING FIRE HYDRANT 1 --- -`'-' - I K IT THE OhITRACTUR SHALL CLEARLY MARK TI,E LIMITS OF CONSTRUCTION D' ASTM D-3034. SANITARY SEWER LINE D. PRIOR OR TO ANY WOR ONSITE, C PLAN WITH ORANGE FLAGGING. THE ENGINEI�R SHALL APPROVE LIMITS. 2 �, / �� SANIT,aR'f SEWER MANHOLE 4• INSTALLATION OF THE STORM SEWER SYSTEM SHALL HE IN ACCORDANCE WITH STANDARD 3 1104ENSOP1fA1, AA1Ia P!►VM PLANSTORM DRAIN LINE 6. CONTRACTOR SHALL ADJUST ALL UTILITY VALVES, VAULTS, AND I-IDS TO FINAL GRADES. PRACTICE. ALL. TRENCH BACKFILL SHALL BE 3/4"-0 COMPACTED CRUSHED ROCK UNDER HARD CATCH BASIN -- CB, OSCE 7. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGi PRIOR TO START OF CONSTRUCTION. NOTIFY SURFACE. 4 (AtADM PLAN STORM DRAIN MANHOLE ENGINEER 4F CONFLICT OCCURS. CONTRACTOR SHALL '��RIFYLOCATIONS AND ELEVATIONS 5. PRIVATELY MAINTAINED STORM SEWER SYSTEMS SHALT. BE CONSTRUCTED TO THE STANDARDS a OF EXISTING PRIVATE UTILITIES. IN THE CASE OF CONFLICT, CONTRACTOR SHALL COORDINATE rJTDLIY AATY AREA DRAIN WITH UTILITY OWNER FOR A RESOLUTION. AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C. AS AMENDED BY THF. STATE. OF oe CLEANOUT OREGON, TITLEDTHE 1996 OREGON PLUMBING SPECIALTY CODE[OAR 918-701-0040(1)] I WATER LINE LINES E�QM CIC)PfIROL PLAN WME � 6. PRIOR TO ACCEPTANCE, ALL PUBLIC STORM SEWER 'NES SHALL DE AIR TESTED AND VIDEO T Rlf~ti'A1tdiW} WALL PLIC A PROFILE BLOWOFF TAPED IN ACCORDANCE WITH THE CITY'S REQUIREMENTS FOR SUCH TESTS. STORM SEWER \ 1. ALL PUBLIC WATER LINE CONSTRUCTION AND ALL MATERIALS SHALL $ DBTA[L23 FLATIS WATER VALVE MEET THE REQUIREMENTS OF THE TUALIIIN VALLEY WATER DIS-' MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH USA/D.E.0, REOUIFZEMENTS. WATER METER TRICT. P.V.C. PIPE SHALL ALSO BE TESTED FOR DEFLECTION USING A MANDREL DESIGNED AT NO 9 9117 �TAa.4 LESS THAN 95 PERCENT OF THE IN'rLRIOR DIAMETER. CONTRACTOR TO CONTACT CITY ��"---- THRUST BLOCK / 2. ALL PUBLIC MAINLINE F�PE SHALL BE DUCTILE IRON, CLASS 52, INSPECTOR FOR SCAN OF SEINER. '_:ONTRALTOR TO PREPARE PIPE IN OREGON AiAENDMENTS. on --- FIRE HYDRANT PLAN M WITH TYTON JOINTS (� SIGN It IRRKiKI>f0I11 PLAN UTILITY POLE 4. HYDRANTS SHALL CONFORM TO AINWA C-502 AND SHALL BE APPROVED tL ; EDGE OF EXISTING PAVEMENT - EP BY THE WATER DISTRSHM ;CT. a ��' kv,,` - TEMPORARY CONSTRUCTION DRIVEWAY ` ! ` ALL PIPE SHALL HAVE 36" MINIMUM COVER MEASURED F�lOM FINISH 13 "fl Lu `"`` STREET BARRICADE GRADE. ALL TEES, BENDS, ELBOWS AND CHANGES IN DIRECTION OF ,ALI PUBLIC SANITARY SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM WITH THE T -- - UNDERGROUND ELECTRIC 11 1/4 OR GREATER SHALL BE SI::CURFLY BLOCKED IJ SING 3,000 PSI AF`pl_ICABL'E SECTIONS OF THE SPECIFICATIONS OF TNF CITY OF TIGARD. LIGHT POLE CONCRETE POURED AGAINST UNL>5TURBED GROUND i,S SHOWN ON THF C) r l"TAIL SHEET, a L TELEPHONE RISER 2. 6 ' SEE.DICE LATERAL TO BE CONSTRUCTED AT A MINIMUM SLOPE OF 1/8 PER (NEAR WELL - AS NOTED 6 ALL BACKFILL IN PUBLIC RIGHT-OF--WAY SHALL BE APPROVFD FOOT. -- FENCE - AS NOTED GRANULAR MATFRIAI-, AS SHOWN ON THE DETAIL DRAWINGS. 3. ALL SANITARY SEWER PIPE TO BE F.V.C. PER ASTM D-3034. �, G1G 7. UPON COMPLETION OF INSTALLATION OF THE WATER r'YSTEM, ALL SURFACE STORM WATER DRAINAGE " --- MONUMENT BOX LINES SHALL BE FLUSHED AND DISINFECTED IN CONFORMANCE WITH 4. ALL NON PUBLIC SANITARY SEWER CONSTRUCTION SHALT. MEET REQUIREMENTS OF THE UNIFORM HEALTH DPASION GUIDt_INE"S, PLUMBING SPECIALTY CODE WITH ADVANCE FOR SCAN. Q, I BRUSH/TREES CITY OF ` � - -- T1CaF?p L CONCRETE SURFACE 8. WATER LINE CONSTRUCTION SHALL COMPLY WITH REGULATIONS OF THE 5. ALL LATERALS SHALL BE MARKED WITH A 1X4 PAINTED GREEN WITH DEPTH OF LATERAL Approved,•,.... -=- - OREGON STATE BOARD OF HEALTF-1 AND THE DEPARTMENT OF ENVIRON- CLEARLY MAPPED AND MARKED "SAN". 18 GAGE GREENTRACER WIRE IS REQUIRED. Condition,111y Approved..... .. r � �r rr - WETLANDS MENTAL QUALITY REGARDING THE LOCATION AND SEPARATION OF For only the work as dei ... - c PERAAIT NO. �. Crib ' �- �-.-- -- - RETAINING/SCREEN WALL WA CS AND SANITAR E LIAIF,,v,_�_ ROC ,' OUTCROPPING AFTER ALL WATERLINE IMPROVEMENTS ARE COMPLETED THE CONTRACTOR 1 See Letter w: Folla,, -- --- -- HANDICAP RAMP & SIDEWALK SHALL PERFORM A FIRE FLOW TEST PERSUANT TO NI PA 291. THE HYDRANT job Atla U-1 OWY TESTED SHALL BE AS STIPULATED BY THE CITY BUILDING DEPT. CONTRACTOR ~ SMALL COMPLETE A "HYDRANT FLOW TEST REPORT FORM" AVAILABLE FROM a ; THE CITY. PROJECT w NO. DAR 78115 DAI I Mol I I I I . .r It lltll ti "I<" I ti YP c Po 1 of 13 OWN"1!4'" y, If filk flolice .lppenrs clearer. 01:111 Ille J 0 1 2000 dot.imicni, Ills clltl ulllclll is of "'A1-011:11 r1u:11:1). 1111cf1 I l I ll cd Ii7 i mill , II iflellir I i{1► II111 � llIIlllllll III 1 I {Ij :iliilij NC�INMADE IN ! i'i{i ' � {ii '+ ; I I X1;11j.(I�iiI• ;1 1 111{ III{1 11 I I(IIlIi,{I i{IIII. � t _, I 2 3----4 1 it 1T— 12- 13 �= 1 � - ii Is��- � � � � I II II Illi. I Iliillil Til liiillll . illilii iliilrl'iidl!!ii it li'liil (i'i ii:lii i...61 1 iiiili,.i 1.kii I 'i tiiffll Iltlllf titlll It 11 'It'tlll I1 !i1111tt'il! !I !!itlltiill�!iil'IIIi!III!iiiliiiil{l i!liillllilllti!lI111IIil1il11 i,,,.•.,.I,.,.,.,I,I. ,.1.1..1.,,..,1„1.. ,I ,I......,.I.. ..IIII•...... .I,....iIII.II......II.,,,..,lll,,, r- w u o o A. CUB FLF-IDS 0 �-' 00 J l I m 3 Ll RFMdVE (E) TREES AS NOTED cr) It t - LAIJ tk avow \ \ GRAPHIC . A I A :15 30 6u w n O I; \ ft 07LZ> / L 1 o . �- Lw LLJ 1 , �•�� 1 +Y�; L j a o rr a ul \ - W i I-- �' o I 1 24 L a- ��'�,� � `� I� t.� 1., /� 1• `� '0 9 0 ty re I L26� / f y II - AF L�2 9 \ 0 <' � , REMOVE E) TREES AS NOTED PEMOVF— (E) TREfitS AS N TED Ca ,.� 11 / ,�PNS' / L G� J4. (�.`t ( � L _ ____��- - - - _ -i_ �_ . -�-� �� ,0+0° DRIVEWAY .0010 k°o pP, _ ` ._- ,/ , ,.�..,. _... ....... _.., — 9+ , J 4 7 6✓8�, y_�.. ENTRANCE ♦ I \ ...- / \ f �-�--� �-- 19 V)LANE � cn —.. � , __. � MUST TUPN _ 1 8W DARTMOUTH p r-Ir i 10-10 00 REMOVE TREES AS INDICATED THIS PLAN. REMOVAL SHALL INCLUDE COMPLETE a U� a ROOT BALL SYSTEM CONSISTING OF ROOTS 2-INCHES OR LARGER. �' ""'� --,. JCo .� U W �/ — TREES SHALL BE FLAGGED IN FIELD AND VERIFIED GY OWNER'S REPRESENTATIVE (/) PRIOR TO REMOVAL. -7 255. 3' n ow V) �� z 04 m Q to PROJECT US NO. 47 -001 1� 7805 DARTNIOUTI1 13A131fiS "1?" U5 1'C'i 2 (if 13 If this notice appears clearer than Ih+• i U N 0 1 2000 document, the document is of marginal tlualil�• 1111C1'(1!111ncd } !; ; i ;. ; if. :,..!. .�l '!1111`1 .j jlll Iliij!il II!�i�l(i l� ;i l Ijl!I�1�11f1111 1 I�I(IIi�ljl�I ljl l�l�l•� ., I 1 tt11CN MADE IN CHltiA —,_ _ •f�r _ _ _ �.r, _--p � !.� .•••! ! 1,11 11 1111111 1111 , 111 11 11119 11!,1 1,11 111 I 1,1 111, � ..;.. � I III II III!IIIIII� I III�I!!!.IIII�!!I!,lll}II}!l l!!!'!!11111!!!!4I}li!!!'ll!!li!!fl{II!,il!!�L111}!!1}�lllll t!}IIII}1{Itll!!}I!I}411ilfil!!!!I}Itt!!!!!Itll!!I!!!III}!!!Ill�HIMl�l �111Y1;,':,,1}„II,. ..,1 11,,,,1,111,,:! ,IIL,11111i111.,!!(,,, I „II}I!}11 1 ,., * •' IIIIIII11�11{ill.11 .111..11 ,._ -.J!!I i ( u" o IJ S � [11-1 BID .,MISMS - SCO-PE OF WORK 4 $ i J `, IT NO. 1 - RETAINING WALL WORK: WORK TO INCLUDE SEGMENTAL BLOCK / 1 2 U 1 BID EM I !_� RETAINING WALL, COMPLETE IN PLACE, WITH ALL BEDDING MATERIAL, GEOGRID ' REINFORCEMENT, BACKFILL, DRAINGE PIPING AND DRAINAGE ROCK BACKFILI, COMPLETE IN PLACE. BILI ITEM NO 2 - CULVERT EXTENSION WORK: WORK TO INCLUDE EXTENSION OF (2) ---- __ --•- --- -- 48-INCH STORM CULVERT PIPE, BACKFILL, AND CONSTRUCTION OF C`'NCRE:TE HEADWALL COMPLETE, IN PLA;E. " BID ITEM N0. 3 - DARTMOUTH STREET WIDENING WORK: WORK INCLUDES ALL STREET � U°' r ' • ., WIDENING WORK SOUTH OF RED ROCK CREEK CENTERLINE. IMPROVEMENTS INCLUDE E * ff � ,� �._ . NEW CONCRETE TR.,-,VEL LANE, SIDEWALK, MISC. UTILITY RELOCATION, AND STRIPING. a NEW PUBLIC SEE OFFSITE DWS ` ♦ \ 1` � ` \ } FOR ATLANTA ST. �, \ IMPROVEMENTS I +� ` \ \ \ \` , ` GRAPHIC SCALE � \ e0co � 2 M IN FEET f � Q In( It - au ft -j SHEET LEGEND g - - p /� t 2 1��.. �. z 4" CONC_PAU a `' \ TYPICAL_ PAVING SECT N. 2 1/2" AC/ 12" ROCK. SEE DTL. SHT. r3S UN TR. TO SUPPLY_DIRECTiONAI SIGN AND PPR AST OS HEAVY DUTY PAVING SE TION. 4" AC;/ 18" ROCK. SEE GTL. SHT. 0-f,�79'y - WORDING BY OWNER TYP. NEW PRIVATE _ ` \\ " • HANDIC ACCESS FROM THIS .� I H A ' •. �-� �-� - CONCRETE PAVING SECTION. THICKNESS AS NOTED. M' •s --- �• OO- IS ALAN LICK D CK Q Q w ' I TC SIDEWALK ALONG BLDG. � K ' �/ C FACE MAX GRADES 2% CROSS, INSTALL (2I STEEL r. .� `--- „ PIPE BOLLARDS PER LONG. SEE GRADI G Pl,4N SHT. X1/13. DIL. SMT. 9/13. e 1 -~' ml ✓�. I m m o , WALLWIjI-I` FENCE SYSTE44 '1 0 °D ca ? I s 4 UNC. SIDEWALK `/•.,. ( 'U-1 6j a BIESfool US (11 ) PRECAST t -`" r WETLAND ENHA(4C WtENT o a 8 YN1EEl. ,.TOPS ^r' � ~ I � "'P ADERCSEPERA E CONTRACT- ` ��, FF- 19o. 00 I '.:�' $ ' A fir• '� - � k \ BID NCAA #3 7 b ) LL HANDICAP R _ _ ` _$ ^• FUEL \ \�\ ;;a,0, > , 42"DIA. 22" HIGH WOODEN BARR L FRONT DOORS TO PUBLIC " �• La WITH BRASS RINGS ROW 15 BY FRONT _a 6 $ F' PLANTED WITH ALL SEASON SIDEWALK ALONG BLDG. I O ' - 3 0 UL(. `Y AT 1% MAX CROSS -" z r --,►q M ACT PLANTS - \ y SLGPE. SEE C;RADING PLAN 4/1. ' LL 1 F�,�E rrp Q/� » �; 3. AW" T JOINT HANDICAP ACCESSIBLE N U �_ �� L, ! �! p 4 I .c NC. LINES U M Afi I = � � � e PL A SEF SH T�1 GRADED AND DETAIL BY ARCH. f I : • oe = ,r' 1 PANS. SEE BLD ,. SHT SP 1 .. fUL $ ' i FOR INFO. 14= $ L3' RETAINI G I s' J ^ WALL TO MATCH h BUILDING FUL `` ELAST CUNC. �' r BU LD L // COLOR A 1.6 h C0MPA C t 3 CUA(�A it T i` '� E L--SfiOP SYP. �` STAINE N E '''p o _ __ �_ 6--._ _ 30.00' 1 a 7 F(/ � PRECAST COMi . COLOR B _._ EEL ST SM60 CR . - - 10 PYLON l FI SH C TE ..� �►?� I ' i Sl ZAiI 8 t j R 2 ' S b E N HES ~- r — I ^�� .-...... d qp �/ •'� �� , �- .. NEW PU _ _._.---•1 ---- --_ _-� - `'` '" 1�`"'•,.. ,... ��` '2U €� � � +� �� ,, i / , � /! ��,. ��BLIG 1100, 1010, mmmwd--� dmd� I — -#.- -� A ", ---- o,--\ 11000 OF 0000' DR T CMU BLOCK 0R TAIMING L Tb MATCH 0000 0000 0000 /" .....- ...w. ter. .,ri... ,,. ,., . ,•, .. l••+.. • _.'`-,-------� - ,/_ ; SNOW r ' IL �,1../v - �y'' SEE OFFSITE DWGS. • ♦`"` ....� ¢ _._ - _ -- �.. +� rp FOR DARTMOUTH ST. _ .�" IMPROVEMENTS ••� -".- -- ____= ---- e 0000 SW DARTMOUTH -) b / fT I � `e . ,,, ' ' .` � ._ r ..r... l 'a..rc:.w ;w.d.. .,...sr..:.....-'.+.+».-.n«.,.,..... .«._# '1 " es....+.w.'.+., ....+..tY• ... Y .. - ./I�`- �r /�� //• V I IJ � ase _..__ -. - �r ��_• r. � � �.. ...M . �l � ._. w. rr r.r .IIr1Yr err Ir . � ( J .rte. . ... .. .. ... .... ,. —•—. — r 1- of l„ PROJECT am X use ? ,I U; I)nit I ti1()I 11 I1 N�7. - �-4n1 i� (; 3of13 BAlill;S"R" 1�`� P TYPE .._.'... _. ..... -»-..:•-+•.4w,•:,: :•r-r...+n^':.w�'*rr!'yt""!-.�'•.-yy'+er"`r".n".,..---„r•.•..sr .p�'y;r•._ .......,....__. _.._.._... ..... .-_ _...-_.. ♦ _ .. ...,.._. .._. If this notice appears clearer 111,111 the JUN 0 2 2000 document, the dm"'menI is of "','1.011:11 111"lity. I11i1'f(1I11111C(I i ' Ijllljll!lljill IN! III! I!jIII iilfIl�iliiiliiijiliI III!ii Ijljljiillil11i1iI ! lii !, i h Illj, I�!liji ! jilij II i� lli , l;l I (IjIII(Ij ji' lli ijl+ l i l! i iI ! Ii INCH ' MADS IN CN INA _ ' P.. � ! •' II ! I I 11111 Ii11 II 111111 iil I i 1111 iiiinil i li,i Ii I I 1 1 1=�ii in liii I, n 'i lil,l 11111,1 � 1ulIIIIIIIIIiI'1” ! j "i!1111i1n1lnlj11n1II,lIn,llillltl,lllit.nnlnn nlllnnlllnll nitln , . ({�'�1IIIIlIlljll„!IIII,II,IIi,III,,,,„IIIIII,,,II.,j,,. ,.1111,„! ,i.4., ,!1..,,. .,11.1. ,,III_Il,.jfl1l,I!!!.11lllil,ljllil !,I!! Illil....Ijlil,. 1,,. .I..I. IIn.11, I ,III I, , I $irl�'ttdiAll1�'.,� �v a E �--� 1. ALL FREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE PROJECT SHALL BE REMOVI=D AND DISPOSED OF BY THE CONTRACTOR. I E D I � '_ 1. V` 1 ,ter ,. ...�' � 1 \_../ - �_ © WY` /' � • ',/ r tr, t 3 EMBANKMENTS OR STRUCTURAL FILLS FOR CO, 'q,-TRUCT10N SHALT. BE CONSTRUCTED FROM ' --�- �,'��.-..�- _.___ .____..�____�_ T EXCAVATED MATERIAL ACCEPTA6LE TO THE SOILS ENGINEER AN SHALL BE BROUGHT TO GRADE a - ` !• / --� F EACH UFT SHALL BE COMPACTED TO 95: OF = - . .„-- :, '• , ..N• IN LIFTS NOT TO EXCEED 8 LOOSE MEASURE; -- � •� "" " MAXIMUM DENSITY AS OBTAINED BY ASTM D--1557 COMPACTION TEST. IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRAC ' ►R SHALL p �� ADVISE THE SOILS AND CIVIL. ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT VALL, ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOl1NTEREO. a. UPON COMPLE:TiON OF GRADING, THE CONTRACTOR SHALL CERTIFY COMPLIANCE WITH THE ABOVE SPECIFICATIONS AND SHALL COVER THE BARE SOIL WITH HYDROMULCH FOR EROSION PROTECTION I ! '� �•,� •� �► FOR SLOPES GREATER THAN TEN HORIZONTAL TO ONE VERTICAL. _...._ . CON TRACTOR TO STRIP TOP 6" OF VEGETATION AND DISPOSE OF OFF SITE. THE NEXT 6" OF CUT �► \ .� MATERIAL REMOVED FROM THE EXISTING GROUND SHALL BE STOCKPILED FOR BACKFILL WITHIN i LANDSCAPE AREAS. c'ONTRACTOR TO VERIFY THAT ENOUGH M"TENIAL IS AVAILABLE FOR ALL � � �. +� • � LANDSCAPE AREAS. ' 5. WHEN DOING FINAL GRADING, CONTRACTOR SHALL HOLD SUBG ADE A TOTAL OF 12-INCHES BELOW m 6 } +' ALL LANDSCAPE FINISHED GRADES TO ALLOW PL >4CEMENT OF STRIPPED AND AMENDED NATIVE ^{� SOILS. tv x.60 �" \\� \ `� �, fy..•E�L GRADING SHALL BE PERFORMED TO A TOLERANCE OF � ONE (1/10TH) OF ONE (1) TP•1 1.ss j,� , � �°�/ "� f ► `�, � I'i �'�iM{ � / F00T- WITMIN►�•i UILDING AND PAVED AREAS. THIS TOLERANCE MAY BE INCREASED TO t ONE a 141% .000 IryHALF (1/2} f)F SGOT AITHIN LANDSCAPED AREAS. .-- / .�\ \ �_� y '� 7. ALL CR SHED ROCK BASE aQURSE MATERIAL 5 ALL BE COMPACTED TO A MINIMUM OF Lj y� , <J '� \ �-.. ••.. ` �� '� 959 OF MAXIMUM AS DETERMIIVD BY ASTM D-1557 MODIFIED PROCTOk. I i �., 1 \ - — g• ALL ASPHALT SHALL BE OF MATER�►L AND CONSTRUCTEG IN ACCORDANCE WITH THE OREGON xx ', STATE DEPARTMENT OF TRANSPORT JItT10N HIGHWAY SPECIFICATIONS. �. `\ LUSH 4 [ J r AC FLU - - - .- - ,* � • _ \ � r•... _..r-- GRAPHIC SCALE TT.WAS. \ \ `'�, 10 36 6L z <, _ �. �� 00 TP-189 s0 e8l \ ( IN FEET �•�� '� TP-189 Sq ^ . \ \ 1 inch :. 30 ft (� G, rp-1 9. L3 L 43 Lj i . - ` , s -189.20 LU Pr. 8 US `' � �- -�,,IP"_I _ R • • C3 � InBABIES RI ° ,. l ----.------ TP-18 Mot) to Ilk* F 190. 00 - ' o r �� - •185.4:2 '�.. TP•%1 60 ♦ ` '•\ +,:. ---'� �r Tp-1Hu..7V k - -°.-. ., ` 4 \'\ .F ♦�-;.._.._- BID ITEM y, c cow Pt {� �� 1�► s. ,� �I � SH T. 11 1 \ SRO-�_.. �` •\ � `�r' � �t 189.20 -TP-186 95 r, 1�''_"1P ►r , I \ \ _ `� y �' OC }, + 44 •187.?0 1 T�y1 �I►� ..+.. I ✓P �i C`r \ -09 70 X __. TP-185.,37 - _ M,, a I TF�sI 90 l LOW PT. K 17952Tpw flu 0 E �`' +� r •,. A. }'-�_. �) •_...•.^.-... ` ~ LF�.1SLli-SI.L. 7- 1 • WE _ r If•. � y, `�. ft- r.15 Tpw ftftft 10000, 1.1100, - r --1--- I - / S�db % - _ _- •. _.. _- I TPe 177.50000e N O < .•k�, r/ �� \ r� ..., ". - ,�' � " . v ^ ..`,lam i ` _.'" � __ ... -.�•_- „•/ ...-^' �• 1 '- \ � �\\\\ \ y A 00 LAM OF ((CSC 1 JE .000 Ell 1-101 SW nART MOUTH a_� •�„r- M' +. r.. •. rr. raw. �� co L 4s L b �-j PROJECT _�IA�9 W Ug I I I`14H-111111: � ,K,►5 unrt r Mc�u'rrl N0. ' it 11ttr'�"I2" 1 iq PG 4 of I TYPE - ' R If this nolice :II►IT�'i. clearer 1Ilall Ille JUN 0 2 2000 dociiinent, the doclivienl is of Ill-31,0n;ll Ilua1H.N. 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R POWER � I 1--------t -------- TUB, CAP, ANL.` MARK �'• ...rte _.--- """ "'r..-" �O� I E� •� I { I a t 0'X 10' CON ,'. \ x PAD FOR ELEC PULL VAULT TRANSFORMER (2) 4" PVC �.ND IT TO POWER POWER FROM ANTA \ �' DRAIN FOR POWER. ! TO SITE POWER PROVIDER BASE �• ,` T INSPECT AND PULL IE=190.00 ` \ \ z q MIRE IE=184.OU PUBLIC GAS MAIN � 15 LF-6"SO � � � � � \ �� EXTENDED BY NNG f �""fSa0.0200 COTC CONTR TO COORD. 1 IE- C ` \ .44 0- S`0-0923 Sn0.092,3 78 F-10" 11 RIM-187.50 \ \ ! IE-184 �'?4 \ C J S 0.0200 GRAPHIC�. SCALE RIM-187.• 0 12 ao •o wo q 69�F 4 <�(F IE 183.40 _ 1 C a o �1AD£F1`3L B Do (40 i 10 IN FEET ) �Al�� ;2 LF-6"50 � S� c a� ` '`-. \ ! Inch � ;1c1 fl F _ FSS I 5w00 r TGA -- IE=190.81 cow ro �� I f S=4.0200 PICKIUP #,,.•- ' --.,,, r 1 LF- I& AIN ,G`& FOUNDATION c DRAIN AT THIS © S-�0.p060 -►� g `�• POIN T "+ .� \ �` a q a w RIM-186-00 �G, `�' !,E-185-Opp 1T FM 1 "�.�. \ \ `�j �.�� \. -. o 0 0 �� 1 15 LF--10" _CI SD ',� , e IE-181 0U �' •--' S 0 0300 rFT s tih�4`'�(>p BEHIND FACE ,,. t L s• p� OF CURB �` " s ,t,. \ `1 r 1 TG.f4 S j � \ I �,� IF=193 81RA �, \J(�• `� �� \ t� q W U I / �- °• RIM=182.75\ �jQ J A� g INSTALL 624 .LF=_ \ - cru o cc r� cn COTgj11 _ p IE=176.15 ,-'4'—PERF DRAIN O IE-196 4.:, f4�9 � � • � � Qg ;., WALL BASE PER \ �3 °'' MANUFACTURER �. RECOMMENDATIONS \ I CONN. T7 ANITARY Pi~ ,h ,t, �o �Abl. / Sr. C�3.,- SEE SHT. 10 ��. wl6 g$b. Z Qu 414 SEE ATLAN A ST. „� e'• o `e. N CB#3_ c r IMPROVEM `''1,�'�• A, � s G,\ �3$ �� \ Ril►�=1$2.90 Q \ � �\ ,>��' � � r 1 a FOR SEWER INFO. `;' 9 7481 ED 0 �- Pg �• �'� �� o OU 1T`ALL__ \ a co r / �� ` IEa 169.00 ,/��d► �P�,. 9q, .... � IA 25 LF- .�0 �,� � � 5'X 1 J X 18" � \ � % ; T. 8 _ -� b7 J CL-100 RIP RAP \ ETAIL D WA LT rn �'' I PAD COT 2 ..l -- ,�• r ►. SYSTEM LAYOUT � �� GAS FROM DARTMOUTH _- I I K- N 1 S' BEND 2 ,IvL - 1��_ .v'' �` p IJ J ``♦ ' �� 90' BEN 47 gv �� I N " -_ _. _ �,.. � 12�'atB��J�i V � �,� 73 f- PONQ INLET DIP , s �y 0 0.032.9 1 _ ___._.• 1 J � �./ FOR DETAILED KLAN IE-17483 ( a 1.I TY - r ��' ��~ ~ �L OF WATER OU, P9WER FROM DARTMQUTH -•�F----- ��.._ I POND / coNNecTlor, CONDUIT -^�.�,^� -- -- ..� " -- i \ -�. 3D, iH 1 54 r--"r� ''��5 IE=1 0.00 COORD _ r ' WITH POWER PROVIDER. - - ' AND SERVICE _ • , 1 T _ -- -- ' ' 2300 MGH /� ��-'`�� -o `� ---..,,,,,,�...�,� - .. i7 4,�tJ7r(.);' CO �- y p , ✓.. '- 4oz./7 Water _ � �.�,,,.,�, ..�..,,...,� J=1 i.i. 'I _ Tf, 1 1 vi 01..100 RIP f - - _ 4 •.- fi ' IN-'I U IE�170. RAP PAD Ott 17 LF-4"S:(') / I 4} ,�� `�-..~ .,.,�.. END ° "FF. �- QI �✓ / 1' --`'-`- I_�•_ _ � 'a,,i� s DRAIN O WALL �/ 6 00 r�+I,LI ,\� -...�- - ____.�. _ BASE / '�,�, CC r _ _ 100*4 �� 'fir. ,, w...• ' -..+. ,.r.r. _ 27 SD """ ter. -wmw ' ---�'- a 10.1 1-00 SW DARTMOUTH � a r�r ..,. .� �_ _.._ �. `L a lop <) g Q �} o $2 n PROJECT QIIM W t4 p NO. 4 1101 'XV DA WIVOI 1-1-11 TYPE fwXUr�11R1C'AIIII- d I I I yyy-I111V�1 . r..r r If this notice appeau•s clem-er thsln the JUN 0 T 2000 document, the document is of rnsu'kimil quality. Illicl- )flume( ��IjC�I (!�I !I!�!�!'i�l �l i I�I�ijl�ij')I .�. ljl!I�!I� 'I�!Illl� ill� i1�111�1! ilfi!i!1 ; � I �I'�. l �i�i�, l! ; �!� !ij;li�llilililllijl� li ! IIl�!�ijlislli! ! . I� IIl�! lI;1 ifi ! � I !i I !i INCH MASE IN CHINA — I t t.,. I,., t. •u•t„I n nnl„n , ( , niilnt,lnu nln n,ln i nil,n,in a EROSION CONTROL NOTES � N N fid__. .. t� `. 1 - - __ ____ _ 1 CONTRACTOR SHAT L INSTALL. AND MAINTAIN EROSION/SEDIMENTATION CONTROL LA/RING N CVVl��` + +• ,�. CONSTRUC noN (ANY TIME OF THE YEAR) PER THE •EROSION CONTROL PLANS TECHNICAL i R. " �' GUIDANCE HANDBOOK- (ESC) DATED: FEBRUARY 1994, AND UNIFIED SEWERAGE AGENCY'S DESIGN 0 1 ` , I AND C:)NSTRUCTION STANDARDS, R&O 96 "44 CHAPTER 821 APPROVAL OF IHIS EROSION/SED.MENTATION CONTROL. (ESC) PLAN DOES NOT CONSTITUTE AN I ,� \ � \`- \ \ $t . -•� �1 � APPROVALPIFNI ROAD OR DRAINAGE. UEStE�N j LOCATION OF ROADS, PIPSRESTRK ( tS,�HANNELS, RETENTION FACILITIES, UTILITIES, ° n� 3 THE IMPLEMENTATION Of THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, (� REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS %E RESPONSIBIUTY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLiTED AND APPROVED BY THE CITY OF N TIGARD AND VEGETATION/LANDSCAPING IS ESTABLISHED THE LEdELOPER SHALL BE RESPONSIBLE N FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOED. A �' 4. THE BOUNDARIES OF THE CLEARING LIM115 SHOWN ON THIS PLAN SHALL BE CLEARLY_FLAGGED 0 I h \ IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE �• 1 BEYOND THE FLAGGED CLEARING SHALL BE PERMITTED THE FLAGGING SHALL- BE MAINT'.INED E BY THE APPLICANT/CONTRACTOR FOR THE. DURATION OF CONSTRUCTION. T: 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUN0(*V WITH ALL � CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSWiE Mt.i SEDIMENT _t AND SEti'�ENI-LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, RUADWAYS, OR VIOLATE 0. j , / �` �•• � �� 1 ,`�� `� �,� ..� r '' �i��A�)��IC%SCALE APPUCABLI WATER S'ANDARDS. o 40 � 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 1 SITE CONDITIONS DURING THE CONSTRUCTION PEk10D, THESE ESC FACILITIES SHALL BF I UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURL THAT �.ED{MENI AND rr ___.________ _.. _ _� SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. Y IN f'E:E:TI ` f THE ESC FACIOT1E: SHALL BE INSP`C(FD 'DAILY BY THE APPLICANT/CONTRACTOR AND C>a I 1 tl �•�,- -- - ` \ ,,, •` ice' '" a. I inch 4O tl / C MAINTAINE-D AS NECi S.,ARY TO ENSURE N'.IR CONTINUED FUNCTIONING. I n '�•,� `�• ``''• \ ` �7/ 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTLD AND MAINTAINED A MINIMUM OF ` /x ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. I out9. AT NO TWF SHAD MORE THAN ONE FOOT OF SEDiMEN1 BE ALLOWED TO A(Y•UMULAT "THIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR O / TOPAVING . THrRLAM E CLEANING OWERATTaN SHALL NOT FLUSH SEDIMENT--LADEN WATER INTO THE S I% O p II 10. STAB07FD GRAVEL CONSTRUCTION ENTRACNES SHALL BE INSTALLED AT THE BEGINNING Of �Y o CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE Pft CT ADDITIONAL MEASURES Mt"igr / MAY BE REWIRED TO INSURE THAT AL1 PAVED AREAS ART KEPT CLEAN 0 FOR THE. DURATION (A .��`\ THE' PROJECT I _ 0 ` T / 11. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL. BE PROTECTED UNTIL PAVE MEN SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABUSHFI). � ,1 12. PAVEMENT SURFACES AND VEGETATION ARE TO OF PLACED AS RAPIDLY AS POSSIBLE. ►w- r, I SEDIMENT f NCE ' • a o f AT BASE 0 1Nl` U 13. SEEDING, MULCHING AND REVEGETATION SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR WALL EACH PHASE OF CONSTRUCTION 14. IF THERE IS EXPOSED SOLI OR 501L5 NOT FULLY STABILIZED FROM NOVEMBER 1 THROUGH APRIL 30, -' I THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTIONS 3.3.7 AND 3.3.8, p, x 1 / i •/ p TE:CHN!CAL GUIDANCE HANDCOOK, FOR REO UIREMENTS. Y E 15. ESC MC'ASURES SHALL BE REMOVED BY THE DEVELOPER WHEN VEGETATIONIS FULLY ESTABLISHED. CONSTR. TEMPORAR"( CONSTRUCTION ENTRANCE 16 NOTIFY USA INSPECTION. DEPARTMENT AT 7344-8444 24 HOURS PRIOR TO ANY WORK ( I SITE. 5H 1'. INSTALL LET PER DTL. THIS 4 BABBLE FUTECTI ,., ��•-.. ,/ ,. , � 17 RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOU-DWS: \ TYP. P DTL. T 10 S SH T. 10 00, SIMILAR MIXES DE SIGNED TO ACHIEVE Ek090N CONTROL MAY BE I- H •t Y •S W SUBSTITUTED IF APPROVED BY WAY41NGION CO ONTY C.] 0 E) [Y" x i.' _•' . - ` SO •i� / / \ psiA. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE). 7I / END E SELIMENT FENCE ` r ,� / / ELKA DWARF PERENNIAL RYEGRASS, BOX BY WEIGHT. o �li _ ';1y CREEPING RED FESCUE, 20% BY WEIGHT I i (,? APPLICATIONS RATE. 100 POUNDS MINIMUM PER ACRE.. >- } Ori p 1 ,. �. / I ► � B ANN ALRRYEGRASS, 40% BY WIF.IGHT; L _ r w w f I _��' ' �— WE TL,.A N D s •' - / / TURF TYPE FESCUE, 6070 BY WEIGHT; (A Q 5 o Q y �'` `r ,i �, / APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE w U ,,,.&. 1"!� - � ' ,� *. +...� ,� ;�+ / / 18 WOOD CELLULOSE FIBER SHALL BE APPLIED AT THF RATE Of ONE AND 4 � 4...,,,,,' p1�• �� M � \ ' �� .� � •. � � ON; NALC (1-1/2) TONS PER ACRE 19. CONTRACTOR SHALL EMPLOY OWNER APPROVED DUST CONTROL s 10 -----• i1" -2 �, le- �' /� MEASU7E5 AT SITE ENTRANCE i1D _ . dy O o txW �,/ .-—' r.•�� 8� Xt�'` Lam► •• L iT _; , �� \.� IN -T'f F \ �. 4, SE[�IMENT FENCE NOTESUU I f, 00 m (goo THE FII TER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENG + OF THE y ' , // '� `� �� ►._- ,.; /�/ BARRIER TO AVOID THE LOSE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL >. ..� - ____ �„ �' /� "�" -•-� BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2X2' POSTS AND ATTACH AS I ✓ I _�- -- - /' \ SHOWN ON SEDIMENT FENCE DETAIL ON SHEET 3 OF W. -� w DARTMOUTH / / \\ 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW IHF CONTOURS WHERE FEASIBLE. TMOUTHTHE I ` 1•. / �� O� \` \ INTOFTHF. GROUITD AF'MNIMUM �SPACED4 INCHES. OF 6 FEET APART AND DRIVEN SECURELY I O � Z J` \ ` 3. THE FILTER FABRIC FENCE SHALL HAVE A MINIMOM V[RTICL.E BURIAL OF 6 INCHES. ALL _-- w — �^ i !i EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND I d CO MPACTED ALONG THE ENURE DISTURBED AREA. i I O � �,, • �` �: 4- 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS I FOR 2"X2' POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE F :;.. OF THE SLOPED AREA. I 4,..�•. . . , 1 MAY BE USED y110RT TERM �� 1 ' � < �'' S. FILTER FABRIC FENCES SHATL Elf REMOVED WHEN TIHF.Y HAVE SERVE[) THEIR USEFUL PURPOSE. �° BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. / W/ UTILITY WORK, AND W/ '` . �� , � :` -- �� ' 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CON IRACTOFt IMMEDIATELY 1F1E PHASING OF DEVELOPMENT ` '�, � � EACH RAINFALL AND AT FAST DAILY DURING PR01 ONGE[1 RAINFALL ANY REWIRED REPAIRS SHALL_ BE MADE IMMEDIATELY. POND MAINTENANCE NOTES a14 FILTER FABRIC MATERIAL FILTER .i,i�, �,� '. ,., . ..,,, � i. ,,.,, •. ti `` " USE STITCHED LOOPS 36 WIDE ROLLS FABRIC OVER 2 x 2 PO`SIS 1 INSPECT POND A MINIMUM OF THREE TIME A YEAR WITH ONE INSPECTION OCCURING AT TTHE ►� MATERIAL- TIME OF LATE SUMMER/EARLY FALL 'FLASHING' STORM EVENT ` L — 2. INSPECT OUTFALL STRUCTURE AND FLOW-CONTROL PIPING TO DETERMINE PROPER OPERAT10N q _ `' I 3. REMOVE SEDIMENT WHEN DEPT14 IS GREATER THAN 6 INCHFS IN ANY LOCATION ( ) a CATH AKIN ARLA DRAIN ^'� l U 1I I t 4 POND SURFACES INCLUDING TOP, SIDE SLO)RFS AND BOTTOM SHOULD BE MOWED A WNIMUM OFon C '^ �� 1 i f S I TWICE A YEAR TO PREVENT GROWTH OF UNDESIRED VEGETATION AS WELL AS FOR AESTHETICS. PLANTING, PIAN: 21 y STAKING OF BAGS MAY BE w ;1---�--•• Q REQUIRED USING 2- 1"X2" I `�,� "'I_r( I. AS DIRECTED BY LANDSCAPE ARCHITECT AND PLANTING PLAT! O CD WOOD STAKES OR APPROVED r A �1{�. EOUAI_ PER EAG. lllr I •' —FLOW PLAN VIEW FRONT VIEW DQE 6" OVERLAP TvPICAL �- P T.'A' ANGLE BOTH ENDS OF FILTER FABRIC " rr t • r° a ` r,' r .r PLAN PT,'g' TO ASSURE SOIL IS TRAPPED --\ NOTES: o cz 1. BURY BOTTVM OF FILTER FABRIC 6" � FLOW l� �. LO VERTICALLY BELOW FINISHED GRADE. RADIUS = 25' MIN. a - 2. 2"x 2" FIR, PINE OR STEEL J FENCE POSTS. d 1 ' n �Q� CLEAN PIT- RUN OR 2"--MINUS GRAVEL PT. 'A' MUST BE 6" INTERLOCKED3. STITCHED LOOPS TO BE. INSTALLED EP --- BOTTOM PHI SIDE OF SLOPE. REINFORCEMENT T� ' -t VDITCH DO (. HIGHER THAN PT B c, 2'x 2 POSTS UPHILL SUBGRADE _J Id � (MIN) _C TION A--A AND ATTACH - $2 w SECTION A--A 4. COMPNCT ALL AREAS OF FILTER FABRIC GEOTEXTILE, AS REQUIRED tI 0 TQP -VIEW TRENCH. .� C3 DITCH INLET BIOFILTER BAG r: DITCHES .AND SWALES SEDIM, i FENCE TEMP. GRAVEL u"ONNST RUCTIOI` I TF CTEMPORARY BIOEILTER BAGs'S AT PROJECT e�R u� �j NII I'1V11_IIIIU2� RIA SCALE NO SCALE NO SY.ALf NO Sf.A[E N�• �� 7805 DAR'T'MO LYFI1 TYPE BABIES"R" U5 Inti (,of 13 If thk 110 ic'e appears cleaver than IIIc JUN 0 2 2000 dOcuntenl, the IO.Icuntent is nl' nt:trt4inal Iln:tlit�. 11111'TO)I1i11 cd ` II I I II • I ' i' lllllllllll i II I� 1111 : j i ' il I ilii ! fil ! I !ilillililllil ► ! Ilil ! .-ILII-, `�"' 1 V ' II'I 'I'I 'I ; iI' Iii ; I ( Ii! I �'I 'II 'lIIIiIII ilily! 1i , 11I , , liIIj I ;.i �ili ` iII � III iII � IlI II � IiI 'I (! l , 1 1 I l � 1 � 1 i �INC N MADE IN d{INA � •��qq ? ; T I ! I Illi. iOfIl it 1 i Iii I IIIli I I it ,ill ! {.iii 1 I i I111111iIIlI!II IIIT 11lIIITi�lllllllili11111111�1 ..11.11 111 I 111111! In"II nl ( TIIIIIIIIIIIilILII►,1i11lI.ill. ,,,,IIIIIIIIlI7111!!. .,,,Il.,ll lIII�I!!! II,I,,,!! !,•,,,Ililllll�llfl1111.l,l,11 il.,Ill,I.,,.1.Ili.. .:11111lII,III.IIIIII111iIIILlI,Ili11 . , I 1111111II... IllLll Illll „Isllll,lllll.,llTll,,,l i►111111 „ _ �_r- r.-.• -.-_ -- � ��.�rrr.r .��r .ter .—. �a��•�r—� - r___• urrv�—•w 1 v ( _ Ct POST 8'-C" MAX SPACING go _ • � •r. '� -----OR `.STEP W/ WALL ^•., ! STEP W/ WALL UNIT (; KAPHIC SCALE r !-t n �✓p• 1 4 50 iu0 On c v SEE NOTEa EiELC d, �,C � FOR WIRE FABRIC �� FG- J� N f . ew-182 + INFORMATION c? �.� �. �.,1� -•. ( IN FEET 1 inch = 50 fl I - ENG SL ,,,- ltEARD►IG -- � ■ BACYL, 18.09 N7e•19'03•W l f I S 11., l2 —_13.08 SO1'1l'2S'E --LJ \ -- a1wEi'�e1F_ �` � KEYSTONE BLOCK - \ ��46 CURVE LENGTH RADIUS DELTA "14 Cl _ 8.32 3.00 23'39' I WALL Cw 0 Bw-174. DEPTH BURY eo-►b.+mV PER FENCE m - _ - SUPPLIER - 180,40 -\, ` _ BABIES 'f�i'� U'S lW-174.6MA 4+01.AL Tw- r ! 1 1O LJl) 0 Dom OW-173.6 \ _-- 5 a -- ce `b� 1 FG- 7e7o KEYSTONE- OW-173.2 \ \ BLOCK WALL 80 17EM #2 . " Tkw E SN1 ll PLAN Yvs- ;. FG-177 00is 1> BW-174.8 WR � Of 900FE OF T.pT ► Q FENCING SPECIFIC 1 , _ 1'--- a - -• ' - `' FG-i171)i° /%-k� ,i FENCE SHALL BE PREMANUFACTURED WELDED WIRE F E�BRIC: COATED WITH d R'4 00 FG-I► eo PRIMER AN) POLYESTER POWER COATED WITH A MINIMUM THICKNESS OF o-os-,404• - ew 172.8 r 4.0 MILS. _ ► w-s7 may/'" .r' �•w i ��ti`---�____,_`` -` / r ( ty � _ X� FABRIC PA14EL RECTANGLES SHAL AEASURE 2" X 6". �_____ _ __`, -_, .: -��_ �, _ .,��,..�i►�, - /' WIRE COLOR AFTER TREATMENT SHALL BE DARK GREEN I I FENCE SHALL BE A`; MANUFACTURED BY BERKAERT "NYLOFOR 3D WELDED la oilWIRE PANEL FENCING' AND NYLOFOR 3D POSTS OR APPROVED EQUAL. c) o 0 or FENCING SYSTEM SHALL MATCH AS CLOSELY AS PO' SIBLE THE ADJACENT �.- --'' `'' �.,. - - �!_,:---__--•----�'"'� -- -�"`� � •� FENCING SYSTEM LOCATED AT CUB FOODS. �w DARTMOUTH m o 0�o�� TEM DETAIL Q a n FENCING 3YS s O r.j W uj Cr U (o (Y Cl V) 1'-30' 6jO FENCING SYSTEM PER DTL. 0r 2y s ` I THIS SHT. I a' o cyI X STD. CURB I I > I B/D /T>EM #1 `�` '� a� �� ASPHALT PARKING L 0 T I � FENCING SYSTEM PER I ---- I I KEYSTONE "COMPACT" UNIT DTL. THIS SHT. I TOP COURSE OF' I L ! .. l I 0 ! l8" BLOCK WALL CURE BACKFILL AS Ito -_- 1180 I REQUIRED , RECOM`-'-NDEU - — _ a BY SUPPLIER FENCING SYSTEM PER DTL. q U C THIS SHT. Q p� NG Qp/v , GEOGRID AS REQUIRED RID ITEM #1 Wq�� r�RE cn _.� APPROX, FG AT, I BACK OF WALL 180 BOTTOM OF FOOTING F - 180 " s MANU. DESIGN. LOCATION - l 4 FERE. DRAINAGE TUBE,// J SHOWN FOR INFO. ONLY �= I a STING GROUND ��\ L_ AS�REQU RED LEVELING PAQ/ EXISTING I I cc WALL SHALT_ BE KEYSTONE CONCRETE MODULAR RETAINING WALL `z� I SYSTEM; OR APPROVED EQUAL. OTTOM OF EQQTING lt1 I 170 _ _.__ WALL COLOR SHALL BE BEIGE, AND MATCH AS CLOSELY AS POSSIBLE MANU. UESIGN, LOCATION I o SHOWN FOR INFO. ONLY I THE (E) COLOR OF THE. ADJACENT CUB FOODS 13LOCK RETAINING WALL, .r I �.." WATER L7UALITYPQN I PLETE SHOP DRAWINGS STAMPED BOTTOM - 170.00 WALL SUPPLIER SHALL DEVELOP COM H I BY A REGISTERED OREGON PROFESSIONAL ENGINEER FOR REVIEW BY I 'OFCOMPLETEREPRESENTATIVE. STEM INIBLUITTAL DING, BUT INOTINCLUDE MITEDALL TO(`OWALOLIVEBN�� t{ K T o+oo t+o2400 s'foo 4+00 84,00o e�►oo I COLOR, GEOGRID PLACEMENT AND TYPE, BEDDING MATERIAL, BACKFILL MATERIAL _ DRAINAGE PIPE MATERIAL AND SPECIFICATIONS RECOMMENDING CONSTRUCTION METHODS. PROFILE w w � o $2 z 1"-50' H I a�Q 1"-5' V � ar� MODULAR RETAINING WALL DETAIL I PROJECT fill M W U3 _ I I`I`I'd-UUI'L r 8�1■� � �- wr8 arta �� e r �w ...e .� ..was a� a.sw. �� nw n-sa aa-w N 0. i1�-0p1 - �� 11'II � "IZ 11S P(i7ofl3 --.M___.-__.___..__.__.._._.._.____.._----_--_-_.__._._ TYPE C�lg1T�1CrAN1 If 1111k notice appears clem-c ' II1:111 Ilse JUN 0 22000 docnn►('nt, the document is of nlnr011,11 I111CfOI1lilled 1111111111111 1j ;lli ! 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D11. sHT. � � ___-- __--------- �P°`` 5'x 1 a'x 1 8"MIN.--O�• � '� �'� - \ �� VCL 100 RIP RAP l =1 .6 �� f I OUTLET ALL I PAD FD STA --- DRAIN T RU WXL -4mT�T �� z BEHIND PL r � ORE A NEEDED DRAIN J .r �- 7 F-4" DIP C L 5 2 � �--- IrCE=1_7n.0 ,..- T` - \ Q Q W S E p --- ---_ ---- --- - o 0 0 MENTS FOR P BLIC WATERLINE ....•� �w IM ROVFMLN-TY uj tj Q 5 O Q 000009 tn Of 0 IY Cl. In 0000010 4, z ?y i I z ao DETA/LED WA TL�R VAULT PLAN DETAILED SVA TER OUAU17 POND PLAN C1 " CIO _j w Jc7 0 0 • l � I T, I1' AL1. �1�N1.W 1" ADS• 'I�y I ! �' - --`�. i �1 I • �� __ III.- CY Nod,W31tum • � \ st(.R.{ stvl[a an p � t;z cu m t 3W DRAM ROD I I I I A I+ b �• _ Y vRrl»{cxL rr A _ sl Iwo - G _ W Q CD r cn rn Cu -� WATER QUALITY EX EE�J[>E:b DR'r . unified8ewerag* C>' POND OUTFLOW DEVICE uff; tx ncY a PR.4VMHf3 rlO. 150 1 C ri7t'bnu s 7D b'i"iwM�f�iwis.�`�ioi'T: CLt_ 0 PROJEC i 8AM$ W US �! 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T,. _ 11 - I,11 111III"!!I.-ild:I{{l ;IiI !!�1_ 1�1111mill itl III iI i , k b vx - wis1Il. t31` V fill PAVEMENT /ROUND OFF - P NLN! `1 //ROUND F- ' ' _ - AT TOP - 29 U2' SGT. 1.1 1'.ii2AT-E yj r) c 1e' CAST IRON 910 BOX---- OU'F LET 31Z.�` AS /'� W1 E3ICYCLE BARS PROVIDE 24' By NOTED ON DQAWING5 4' THICK CONCRETE 6' DIA. SCH. 90 STL. FAD (SEE NOTE 4)—'PIPE PAINTED PAINTED HAND TAtIP 1{ACKr>L►_ I to f� N TO MATCH BLDG. COLOR ARTLND TOP sECTtON MAX I FILL SOLID WITH COW_ N 7 ......WELDED BAFFLE 1 6' ASTM 3031 r J .. _ r) N ,-11PEkATINL !iU( EXiEHSICIh � (SEE DE TAI: NO. JUS) 1 � E4 V) I n DEFLECTOR a R 14, rlty a /C000 P.S.I. - ONCRETE NOTES 1) VALVE Wx NOT TO REST �AsS N ON OPE:RATIN(; EMlLr T -- - 24' S0. V4` STEr=L PLATE .- • 2) C PERIII EXTENSION I `� iNTErZIC?EZ EXTERk7t? COAT C"U - ' I REQUIRED WHEN VALVE NUT W/ ASPi-4ALT PAINT I — IS DEEPER I HAN 3 FEET F-ROM FINISHEC WARE J NVEQT ELEVATION (► 3) CENTER VALVE BOX LA (I.E.) A5 SOWN ON PIANS AXIS OF E1RIR. NUl - 4) PROVIDE 24' SQUARE dr 4' THICK O RO (''RD INIMUM 6' CONCRETE . AD AROUND VALVE ` 24'-'� ! SURROUNDING BOX OUiSIDE OF PAVED ARIAS N AS SHOWN ,N CONCRETE PAD DE1Afl CONCRETE PAD TRAPPED CATCH BASiN DETAIL rx � __ -- NO �£ — aRREs�r�rARweP _.AO 'bs It DUD" s—��.--- TYPICAL GATE PIPE BOLLARD DETAIL DW& 40 50 o la wk" ��I„1 VALVE 50 3 I NO SCA1.E--- ,7Th 1rM�— �•..w "—._..— _—. Nt1N- FAIINN k711QU� .. s•� SIANDAN) CAST �•- PER SPECIFICATICINS ---STANiAM MANNJIA ' nA AUE AINo Q -- C. to ,!3 SIDEWALK ADJACENT TO CURB .1N1„N 4YlAt,C� 18' CAST IRON 910 ypyRIZ N, . yWATERTla+1 P,vt P1-UC Z — VALVE BOX TOP-, - WTI• SOPS 1 " A T N R f -- — r� MIN �x B � FLANGE SIDEVALK LB' MIN. --►RpIAOE 3/4•-o rnA A - - 1Z 5PHAL C0 C E MOMIU U, . AR/X") CLIMrwwur. a TYPE "C" WATER METER _ t • —. _ �� % _ " �+�+ 1 1/I? 4' DRAIN R _ 12 8ASE ROCK PI_At� . 2" (3/4"--0) LEVELING COURSE -METER 8UX TAR PAPER ('D1ST� 1- f- . �,• � ••� � - 6' DUCTILE IRON PIPE i � i 110" \1 1/2" _�) 1' I�ItQI EACH SIVE DUIUBILL CHICK /,` RESTRAIN ALL JOINTS V/ _ A Q Q W VALVE ASSEMBC Y A r 'FIELD LOIC` OR Ef�LIAI. GASKETS � ! I _ _ --- - ♦ �— 6' MEGAL.IIG RETAINER IRON) ` )• y I (n C j COW.RUTE PIER 6' GATE V m CD Z --_ - BLOCK F LG. K M.J. >, a W WATER METER , -._6. SIDEWALK WITH PLANTER �. �'o' MJ. x 6' FLG. TEE - � 4 TYPICAL PAVING SECTION STRIP AT CURB � � W N, A:! --- ��/ S 1 DE V AL K Ll n t>C d (/) 3' MiR BREAK FLANGr_ > CRUSHED ROCK MASE �' MAX. G7►IGIETe ENr,ASEn 3/4• ''�17 OoTnw Of 411 1111 FOR PLASTIC PIPE )'�• ELEVATION NOTE •'• U BOX SPECIFICATIONS 1, HYDRANTS TO BE MOL-RN MUELLER CENTURION, A-442JOR APP'D EQUAL) 6' MJ, 3 1/ _ MVTJ 3 PORi TWO 2 I/2' PENiAGON OPEi20'ION NUI, OPEN L.EI T WITH THE FOLLO 1NG W)TT. 4 r�,WTE ENCATIF tNTIRE WI'E SLC11GN ANC se KNO If CON(�Ert Ps4 DEVICE SIZE BOX TYPE ---- A OIL RESERVOIR l�F" 4" PNi T_CQNGR 3�4• � 1' BRtHX(T 41119 SERIES ORE d BRONZE SEATACTURING NUT TYPE C" 1 I/2- _2_ CARSCIN 17300 P1SL OR EOUAIWEATHERZ S ART]NZf SEAT RING p � - ' - D SHIELD CAF' (� 00 Y --� 1NSiAT-I.ATIL7N SHOWN [S ONLY A SUGGESTION. E SAFETY SLNOZZLES EEVE COUPLING t?r W • i8" BASE ROCK G. NATIONAL STANDARD TIHREADS R1Nc;S � 's/LEAN Ol��f TO GRADE DETAIL_ET_AIL "__ tt� w � . (.' N 2 SAFETY C4A1NS TO BE REMOVED 2"— (3/4"-0) LEVELING COURSE i DUVIII.E CHECK TO BE LOCATED DIRECTLY BEHIND WATER METERAPPROVED — " 3 HYDRANT.; TO IIF PAINTED USING R-1317 SAFE.T Y YELLOW OR AN ALTERNATE APPROV D NO SCAlF ;� 16" (1 iii —0) 2 BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED iN TEST 4Y DISTRICT FIRE MARStIAIL � ~ COCKS IF BF.L.OV GROUND INSTALLATION. 4 N OBSTRUCTIONS TO BE INSTALLED TRUE AND PLUMB. v 5 NO OdSTRU[T1ONS ViTHIN 3' D' RADIUS OF HYDRANT 3 DISTANCE FROM BOTTOi OF DEVICE TO FiNISH GRADE. FREEZE PROTECTION, 6 IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED 1 7 VALVE BOX TO BE IN ACCORDANCE. VITH STANDARD DRAVING NO 303 OR AS APPROV 1) Q AND CLEARENCE rap TESTING AND REPAIR ARE THE. MAJOR CONSIDERATIONS > BY EN(itNEER, FOR INSTALLATION. If THRUS( BLOCKS S14ALL NOT BE PLACED AT HYDRANT LOCATIONS. rtV;T1/1N STIIGET QITSED[ STREET RD4HT {)F-VAT _ RESURFACING TO K MIN. 3 ti2' CLASS 'C' rwws" NII lICKI -» r�,ww, RD SCAU A T (Xf IMTl71 EKISTING Aomm F. OUD" a usm I. d)t7ra 4Y iC1ry R 111GPIEA C%, i(> ACTCD TO 11X DOUBLE CHECK „a orm+n.•• ►anaM _ w r�--__ F IRE HYDRANT DM Na "4 INSTALLATION 542 �. HEAVY PAVING SEC110N a"CW',�,� _.� _ ASSEMBLY 530 aTM a TAwlr ��'�'M ----"em, u ,up*Is T w�1►.r1w K-��. EXtSt. AG _ w� O•rw �� SECTION NO SCAI III' o 40 op p NEueirActrq //�/ Ir . �y0 9 a-! —M 4b 40 Ib CITY WATER DEPT STANDARDS PLUMBING CODE - THRUST BLOCK CITY APPROVED ! — 6 00 pUrw'Tco r, RETAINER GLAN� BACI(FLOV DEV1 DAPTOR i O O O // r 071E a AS 11 I FLANGE COUPLING O SINCE. T KI �. _ f:� I GRANULAR /,/ / AASHTO AS BACXFR l(COWACTIED TO / 12' MIN PIJ)GOED TEE PUGGED CROSS BEND V1 Jr; OR CAl• 9St�x MAX / Q t'1 AA=ffTOY T-99TAS H / O • . •,••� ME GAILG a F)RE DEPARTMENT � ,� � 0'` 04 FLG LIR EQUAL CONNECIIEIN I - q �� '6' - OPTIONAL AT THIS 4 ' �- L R •• OSHA APPROVED LADDER Mi 24' MIN LOCATION U o •' t WITH ALUMINUM LADDER 1 A� T �� 0 a O o O 40 Psi 4• •.• ,, ' EXTENSiON BY UTILITY ( 4 ! A tl ! 4► -- O ! O !O ••, VAULT '�' �- ---� IATENN. PLUGGED cRosS TEE dr A 4 PLAN — OPENINGS IN NTRACTOR TO WIT1+ ►� tDe es O 3 O '• ;: .� T BACKFIBLLIGNRGI]UT PRIOR CONCR IE.IN_R"L_Ql QCK__. ULE. EVII Q Q� ' • 3' MIK 6' MAX. (llCARIMG AREA i THRUST BIOgcS IN SGIJAJiE FEET) � d' ! �pppAIN Tp CURB OR riilMNc 90t1ETIt!, TEE. OR /S' 22 1/T 11 1/4' o n ! ,,ew F GROUND I INC _ DAYLIGHT SIZE (INCHES) PLUGGED CROSS BEND SEND SEND Ip.0 4 T O OOIJAOi _ -_ il1131 G .3 O 4 �- t.:---- - _- 3' MIN CLEARANCE a 010 074 019 , 01.3 -- - 1" �Od ! 443 0 ! �.T+ ON OPENED oe D owe 11+.5 02.7 \ r —-`^ il 039 02.0 01.3 OSLY VALVE MEGA FLG OR FOLIA T C/wI(X�Tc TL) 4*4 ")W4VV M STRE}IaT1I or u)00 PSP 41I.P 7e DOYS, _ IPL iNF CHECK VALVE 16 54.0 i 4 S OB.O 01.0 r p�pM �-• a4 e4.o 349 lot od+ ��;e'er PUPIL ., Eu A r0 dE P(W1 LONTRACTOR TO INSTAI_I_ -1 '-- - RODENT PiPE Dd+W t AT t raw of TANUI(N y or THE CIIRiI 71))) �p CONCRETE BALLAST 3 CU. YD. A N; --- �SCREEN ABOVE Bf.AF1IN(: MEAS BASED ON TEST PRESSURE OF ISO P.S.+ AND AN .) AT DID a 1�^1. � MIN WHERE FLOODING OR PIPE STAN --3 r)0MPUTF AEARI MEAS r(Xe DIMERMT TEST PRESVJRES AND SOIL HEAPING H // ALLOWABLE. SOL BEARING STRENGTH OF 15010 POUND PEIt SQUARE F'QOi. TO /GLOB a wrTsrw( TO Pv p, ATPIW.T IUPNcOtwto ►AIN_"TPTR%Nc. HiGH GROUNOVATER EK1S� �, (TYp) DRAiN TO DAYLIGHT OR S7E9SF5. USE TT IE FOLLGMwC F-p1ATTON 1+y t T1+ A TO 89,S fX T � INCFr ` CONTACT CITY FORPUM t ALL cIn EQKi s►w-E K SAND SEN.CD v1' I CPS-1 OR CVS-k E?IlR WF IUD A;P•MlT rtP ra.W SUMPWWM10 ARLAR- (TW A1ErRIME/160 R 41%0/%M K~VIN")I(TARE VAU/n R. THIS rKmCH t^CKrILL REQUDPEI[NT APPLIES TO ALL UTILITiES, 7 RAIL 1tUel PUMP SPECIFICATIONS e„Vmt Dim or nIE � THAN is A I I Qtalcc ELEVATION NOTA DETAIL NO �t is wi37D71X r r w 1 40RITR1 T SEE BETA RSOCI(S RF(]URED WERE LINES MSY !3E FXTENI DIN FU1lIRE W. RE.Tr -. POCK r 4 GN 4• �(A►zf(1Q w 180) COiMAINIONi. imw W." "W11 N[ 2. CCPV REOU THRUST ITtOCEAR TO HE POUF(ED AGAINST CONNECTIONS NS EARTH. TRENCH BACKFILL CC�ETAI(�Vh -14' MIN 3. ►(E'ET' CONr30fTE CIEAR OF JOiNi AND ACt.ESSORIES. 17i OP 4FIRE DUU9LE CNFCK VALVC ASSEM@IY FLO(?EtAtU (trlrtr u 4. tkE REOUIREO THRUST BEARING AREAS FOR SPECIAL CONiIECT10N5 ARE SH(TMIN _�- ENCIRCLED Q/t THE MANS e.g. 15 INUICAIE.S 15 SQUAME FEET NEARING No 51:ALF- r + IIIIIIIRt*1F,f 1KE111ptj - P1J1itK M! _ - - OF DFMCF AREA P-FQURED .e...........� __...«,".. A ID t't/ISTM: Ph'E UT T1 V T IlAtm 1" 5- IF NOT SHO"" ON PLANS. REGARE0 BEARING AREAS AT FITTMG SHALL BE AS H pltlwy,of uCi(St TFAIEMIaRI ><RfMItT Lt1NAS 41yy t tlr Sm V1TM F.D.C. VITMGUT r, 00 "EiR1M INOrCATCD AFIOVE. ADJUST 1F NECESSARY, TO COI�GRM TC THE lE3T (ALK p jlPA f - 171-VA� J-•DM._ 1NIDICA Ul>;Ef9 AND AL1 OWABIE 9[YL 9f AR1N() STRE E9 STATED NI TNF �VA SPEOAL P OVSiONS 7 VA G. HEAPING AREAS ATI) SPFCIAL BLOCKtNG DETAILS SHOMIN ON P1.ANS TAKE - PRESIpEPRC£ UVEB BEARING AREAS AND RLU(5(MG DETAILS Tii01NM ON F _.. W .. .clTr i1Id11KtR ArrPDvrn EnUAE TTNti STANDARD DCTAUL. 17EAIbNG ANSA DF TWRU91 BLOCKS ARE IN SQUARE u- 52 FEET. X C 7 --.—.— — ND SC1l[ 'r'•"r1�� Ntl 9CAll oR.�a•w RuIAPtMR+ 'r` — -- DOUBLE CHECK DETECTOR �. cMotae�snM*ru^ _-- ------ STANDARD DIRUST Y11R aw rNu R.K AD'JE1M P. fRII.Tltr STANDARD CURB DETAIL a `'t �_ ,� - 533 .,�ec „ , � _— — BLOCK 560 PROJECT .� VALVE ASSEMBLY .wtw +sw1 NO V,'Al.f NO. it�"'4p1 1 '805 DAR I M( UTI—I r .-• �. _ TYPE CX�11�1L"4�pM r » - L �IMRJKI�nJ'•r7•R.x�llf�Y�1l� _-...__ i oo o• ,I. ,� .,�,C'0±,; a;1iL Ra�C191Va if this notice appears clearer thiol tilt' JUN 0 2 2000 document, the document is of marginal qusilitY• I11lCfuil�t)1�'11 i 1i-11 ��{�{��{�{� {�{I{I �(f�1 T_�.L�i.I�1 i I l I � !� i INCH ! MADE IN 011MM1 I 1 "' >a �2 � Til til �iiiirr►� +�� III II ::� I � +i,III( 1 rnlilnl III + ++I I1�1,11„+ ++,II„ + ILII +, III , I, + - � IIIIIIIlI�i'I!lIIII�!lII�I!I !!!!!�IIII IIID IJJ{11!1!!111{illi li!I!!! I I!!11!i I (Il�lllhil!!lllfl,Il!!I}) 1 „,.�llill, Ilif'.� ! 1111 !!!I!.}IIIc!.II!!!I{.}.,,I!l,...,,,111,.,.,.lIH„ I„n,111111!li;;i1�1111.1.111111�111. 1.. ._.. ,�,1.{.. ' s I •ISI I{11 li ,; 1 ' I I , !. 1. I. ,I J!i,l,s,s!�,. I „11,11„!III,.,,,Illsl,l,IJ,Il++srlll,!, ;. .., cl) r- U ft 07 PURTC—IMP-A-04MENTS: 0-TV1-1 71_-_MT!._,i_ Work in pubbc Right-of-Way 'Oto I (µ-I, CIO to oe constructed as pact of :tl,j 0 public street irnprovementt t, Jc,e Z 4 101 a. (n 04 d W 06. Z g A_ -4 Z 0 r, Q4 2r En 0 z E GJ 0 X-Ir+sr _j 0. I HAW-- < 75pWW - 4 G > C13 z I RAI 3 FEN 4 RA -40 PWM + 5 (XL /;Jj OL I U) ,9 PEH 4 7 SAW 0 LLJ U V) z z �—,� / \ 5 10 Z _j son LANDSCAPE LEGEND I ANOc CAPE Pt_ A N ISYMULK QUANETY LUMMUN NAME S17F/CONO. SPACING BOTANICAL NAME ! TREES 30'-- 0" C.) \11.1 34 Greonspife Linden 1 1/2" CAL 27' 0�c Tilio cordata 9n3p ' 6 kic(�_ z PA lie 30' a.C. Vrovint,s pennsylvanica 'Palmate' 7 LPEH 12 Pyromidal European Hornbeam2' CAL 22' o.c. V_5 0L1 Corpinus belulu9 'FoStlgiotd RA 12 Ash "' ' ro, a oodl\v/' 2" At'— V0 C RAI 7 Raywood Ash 3 1/2' CAL, 20, a.C. oxinus oxycorpo 'Raywood' WETLANDS !.HRLMK— /--Ir--- HAW 126 Blue Artic Willow 118*-74' 4' a.c ............... SCE ATTACHED US,-Of PI-RM17 Solix purpureo .Nano' t- 4 RA- LANDS M111GAnON. 24'-30- 4* o c. < 440�� 13BH 2 Blivi Bay Holly r-) 0 0 10 E 0%. — 11m serveoe 'Blue Boy' Item I e OP �� 1 6 Oil_ BCH 14 Blue C11 Holly 24"-30' 4' ox. r Ilex x meserveac 'Blue Girl' OF V 11 Dooblefile Viburnum 24"-30" 6' oc Viburnum plicalum ' " ,�� ~��,_ OWE 85 Dworf 'hinged Fuonyrnuq ?4" 30" Y a.C. cn cD ruofiyrnous olato 'Compacto, cn M n z I 4 OIL I cc 107 Emorod Goeity Emin)N"ous 3 GAL. 30" 0.C. F- or. 12, 16' EGE LAJ ruonymous fortunei 'Emerald Costly* WU-j _J 4 OLL GFS 90 (,old I lame Spires 3 GAL. Y a z:. 0 Spiireo x burricticla 'Cold Flame' cr_ C) 3 FG1 'S US 21 ID 10 75 Isonli no9wnod 24'.30- 5' o.C. 0 X CL V) \ - 0 W_ Lj RA,BIE R 13 PA Co,nus aricen 'Isonti' 4 RA L 52 1 ourL ,stinus ?4"-;A" 5, a C. IS OW Viturnurn tinus 0� X 19 ULL Oroq.>n Crop@ 5 CAL. 3' o.c [7 F 19 0. 0 0 _3 ECE OG 60_ 9 OIL Mchonia aquifolium -3 1 E * ' 01..1. 150 Otto Luyken Laurel 24"-303ox 74 10 X Prinus lourocetasus 'Otto Lu#en' Height k Spread N, PWM 17 rao is wax Myrtle 24*-30* o.c. e), OIL M)wico coliforni,'.0 19 EGIE RG8 17 Rosy Glow Horbelry 18"•24" 4' c.c. _j 9 OLL Herberls thunbef9ii Rony Glow' H OP HE I KI�1� 3 EGE 70 wax I.eaf Privit ®3' c.c. 4 G ------- x—18 EGE WLP Liqu-itrum japonicum 'lexanum' OREGON 10 L_ GRUONDCOVER I GAL 30" a c 12 011 Coral Beauty Cotoneaster Coloneastat dornmerl 'Coral Beauty' pit, 5 OWE 10 4" POT Is" a r I [GE maim Common Periwinklev 9 ID -n Vinca minor 'Bowles'11 DFV--1 21 Dliff N, / _ _ NOTE rxl,5rlNG tREE TO REMAIN— —30 ot, I Irrigation to be provided by a fully automatic underground system. MUT rXI'IING LA + 3 EGE 10 OL 3 EGE - TREE CALCUI ATIONS 5 OWE— 3 FGA I Tres Required per 7 porkiny spaces ool EG' 1 OL , 32 S 165 parking spaces - 23.57 Required Trees 25 Provided Trees x 3 EGE ___6 OIL z N/ 12 ABN- 34 PAW 4 G 5 .................. U) lo ......................... < 60 SAW- 16 Cl- GL .............. <I LANDSCAPE PLAN 0 1 30'-0" CHRISTOPHER FRESHLEY TO" 0 T00" LANDSCAPF ARCHITFur V) __j to" TOWN SUM US " opgrto?f u7► ses 4 Gollijfees-Ml • (TAXY. vYy 7905 MR,rmouni PROJECT BABE'S_R U6 BABIFIS"R (IS NO. 415i-001 V6 10 of' 13 YPE C1CT10N J 1,116 lw,a; If this 110fice appear. dc'. er 411,111 the JUN 0 2 2000 (!0(.jljjlejlj, the (1()CjljllCjlt is of 111,11-V ,illai quality. INCH MADE IN (MI111111A Vp 14 -V- il 1 11 Tf ir- -H lidI lw,61' 11-ii TH Lill c� 1'IJBi l I►APROVEM— E � RIVATE SJTE DE l L'PMENT Wwk in public Right-or-Wayai -------- - -- ----- � � All work on private property to be r.upslructed us port of --- --- cons(ruct d a ort o1 to be s o p public street improwrneV ty site development Z . �0 91 wa �50 O LLJ 3 z ` 7 Zs IL 1 . �O Lllw �N 4 IRRIGATION LEGEND �� iz U SPRINKLER HEAD UGEND fir" 'ti Sr1f80L PATTERN COVERAGE Gf'M MANLY k AIAIOC• NO 411'1 �� 2 ® End Strip /'d5' 61 Roinblyd I100-15 ESi ��9 1p9'lY / 0 Side Strip 630' 121 Rainbed 1800-15-SST ,►, 11-VA I/2 5' R 20 Ranbrd :E00 5h L II �10) 1/4 IG' R 39 Ruinbrd 1800 LOO LA _ ---__ p I/�• 10' R 52 Ranbrd 1800 101 U lProvide 2" stub out plus 2 controller and I common c� 1/2 10' H 55 kanbud 1800 10 lA wire for future use. 4 3// 10' H 1.55 Ranbrd 10) 10 VAN 0 full 10' R 1.57 Ranbrd 18u0 0 LA / C z ® 1/4 12' R 65 Rainbrd 1800-U-120 Q AL 112 12' R 1.30 RairI �( 5 3/4 12' R 1.95 Hanbrd I��U 1211 ( 1 L 2 full 12' R 2.60 Rasrbird IFIDO U 121 / O i i 15' R 126 Ranbrd 18(0 15VAN / U I/4 15' R 93 Ranbrd 3110 U I50 i AT 1/3 15' R 1.23 Ranbrd 1800 151 i 1/2 15' R 1,85 Rainbird 18M U 15H rr. 3/4 15' R 2 18 Ranbrd 18(10 U 1511 z z z z 9 . full 15' R 3.10 Rainbird 11`100 U-151 /� \' ` /� NOTES: I R I CJ/l �l O 1 Y I _ /"1 \I A ��- — -- - -- -- ' ! Design? Shrub Neads,re6-inch pap up, Groundcover Heads 12 arch pop up -psi rn f ` GENIRAI EUUIPMINI LEGEND Q Cloys 20U FVC pipe for lolerol Imes, bury minimum 12 inches O V) Class 200 PVC pipe Irx supply Ines, Dur; muilmum 18 ni-hes U �M Water Meler, 2' Site. By others z Rainbrrd Model ISP 161X: krigalion Cuntroller - -- 2" Device Hf,O Model 80SY Double Check Valve Hockflow Prevention ` 8, Device 1 1/2" Sue I 11011 Vdve, 1 1/2" Sue L/ Rainbxd Model PIH electric Remote Canlyd Valve and Valve Number. Q Q Q W Q CJ Q (C �,�_ -._� __,- _ • Quick CWpllr I CON tRol vAlvt. Kir I Control Vdve Number 1 2 3 / 5 6 7 6 9 10 If Gallons Per Minute 41 51 45 44 35 51 50 36 33 43 9 > >- m Control Vdve Sere 15" I i L5' 15' 1.5" 1.5 1.5" E5" 1.5" 1.5 1.5 w M n 7- L-Lown, L-Lawn, S=Shrub S S S S S S S S S S S W 3 U 1f n ' CANERAL NOTES Q 5 a S.A.B/ES � vQ I �- I This plan 's schematic: where piping valves, equipment, etc are +hum in paved O r�`j O a � #11 areas (e;cept lor crossings) the intent is lor the equipmznt to be pioced in _— IU \\ adjacent platting areas Avoid locating the mainline directly under trees wherever rr�l r F F = 190. 0 V f possible. Group japes/wires together in common trenches. _ - �' _ 2 Place sleevmq where required prior to asphdl/concrete work Cn ordinate I U _ with other trades Schedule 40 PVC jape for sleeves pride parking, driveways, �^ar o and public sid"MIlIn. Close 20C PVC pipe for ail others `rue 2 Imes diameter C- +, t l `' ` X of pipe. Provide seperale schedule 40 pipe for control wire `� 41 • 74 - 3 Verily the correlation between ground measurrmenls and drawings prior to �y f V f any work Notify the Owners representative of any discrepancies imme(liaiely 4 Make lield adNslment, as rearreed. The contractor shall not willfully install All � � U the irrigo ion system os per drawing when it n obvious in the field that CN OPHE J. RESIiI� conditions vary from the drawings 5. Verily the water pressure at the point of connection, submit lest results to IiZE\iUN the Architect for approval prior to any work O AV U - �` 6 Co ordinate head locations with trees and shrubs to insure complete coveroge —IRRIGATION CONTROLLER: a: / I irrigation controller In the sprinkler room. -~� _ 1 The installation ordinances.he irrulation system shall fully comply with all lord and Locale I rigatiol contra e sip _Iand `�1-E A�ZL Verify exact location With Owners representitive. "--- 8 The Cunlrar!or shall he iesponsble for all permits and arrange for all necessary Electnca! service and I I/2"conduit to exterior by I �' inspections and will pay fees ossocialed with the project. others. ------- I ----- Provide 2" stub out plus 3 controller and I mon � \ C wire for future use. r - Q I / X z CK _ Ln ICY— lR IR IGA TI0N P LAN CHRISTOPHER FRESHLE'Y i � o � LANDSCAPE ARCHITECT V' ----_�-- IM lI I 1 YN4-tltl!1LJ 7806 L)AF.i-MOUTH IM &W. TATL011 evrtt eee • (t slAtik�tiGie res inw►s.caY -eeet • (PAIN era ss4- (f PROJECT BABES W US — IInE31Ea„11.. us -- ---- N 0. 475-M o1' 13 - 1 YP E 001NIM1C" If this rt(Ilice appears clearer than the JUN 0 1 2000 (IocunTi,nt, the (locnment is of nu►rginal quality. ()I 11111('d ( ` T�fjl(I�I'I�l�Ijl�l�I �! li I�Ijl�l�l�l�l ��,1_(Tjl�l�lll�lli I�Ill�i�l�ljl i; l ' ;' ! ij ! ; ! �l ;! i l �Iji(; 1�ijill�ill�l 1'i�i�lli�ll 11.1 !{IIl�I'I�IIII I Jill 1111111 ljill��+ll;l, I ! INCH MAD! IN ('NINA _ - - ` -! W r - 1 i iI , Is — - 11 II 111 I 1111 111111 tett{{II 1111111 II11 till 111{ Illi 1 illlllll{i!, iiil it i ll I 1{rtrlln l!i!!!! 11 Itll!II (tI111illl:�ir Ti! i"I i iii'Ii n i ��ii i ""...ii.iiii iii TiT ii 1 i � 11 IS II " II 1111 I II I Illi 111tlllllrl .l . 11 ►I{��IIIIIIIII�1lllllllll�Illllll,�I!„1n�1�111„11111,. .,ILII...,.111,,,..,.I.... ... ........11.,..1.,.,n,...11..l..,,ll,l,.,..,. .,. Ilt.11uul.,t,lllt. . . I 1 I Ci r. CD Z 4 1 W Lj Z x 916 z in 0 WN QO rn WATER BASIN 3' X4" DEEP REMOVE AFTER BUILDING LINE/WALL/ THOROUGH PLANTER PIT CURB, FIC. ------FINISH GRADE FINISH GRADE SATLRATION CONIFER OR DEC000US 850-00 OR EQUAL_ SET PLAr.r 2' ABOVE TREE/SHRUB _—TORO CAP NO FINISH GRADL TO ALLOW It FOR SETTLEMENT Of SOIL --SOLVEN1 WELD 2" DEEP MULCH 'S SHRUb A SPRINKLER HEAD FINISH GR/DE AREAS X XX x x _4" PVC PIPE AS SPECIFIED -- --MANUAL DRAIN PLANT PIT - 2 TIMES VAL VE > TKDIAMF'iER Of T14E x x x A1C x x MARLEX STREE' ELL au Z < ROOT -----MAJNLINE OR BALL ROOT BA.LL. SCARif Y LAT[RiAL SWING PIPE SIDES AND POTTOM OF PIT. N' LOOSEN ROJFBALLx x x x .---G MIL POLYETHYLENE \PVC LATERAL TEE '/*//////I I x1l SPACING (A) AS INDICAT'.0 SHEET BACKFILL MIX AS ON PLANlINC PLAN 6 SPECIFIED t z X x x x x x x-,/- 1 0 (A A CURB/L.AWI� . ETC. ----MAINLINE FITTING ul 2 :jA -W AOFW 401-W 5; g 80 PVC NIPPLE LLJ 0 cy 2 CU. FT GRAVEL0 V) SUMP z z Z' w Z SPRINKLER < (D4n �_��L DRAIN VALVE _j 0 PLANTING GROUNDCOVER�OV E� PLANTING (D& 0, In O Z WIND DIRECTION AMETEK BOX W1 TREE TIES AS SPECIFIED LOCKING LID EXTENSIONFINISH AS REQUIRED �_--�/ TREE STAKES (2) REQUIRED GRADE c) 0 0 fe DO NOT PENETRATE BACKFLOW PREVENTER ROOTBALL AS SPECIFIED W1 UNIONS FINISH GRADE dl I WATER BASIN - 3' X 4" -PVC PIPE W/CAP DEEP REMOVE AFTER 4 P THOROUGH PLANTER PIT SATURATION • QALLON PER MINUTE DEL SIZE it CLASS M n SET PLANT 2" ABOVE S. TREATED 2X 05 RESAR, 30- LONG E3 V EXT. BOX GALV. W/ (2) V.AMPS 0 !0 GALLONS 3/4" CLASS 200 U Lj FINISH GRADE TO ALLOW NAILS I CLASS 200 C73 Lj 64 _j FOR SETTLING OF SOIL MARLEX STREET ELLS 11 15 GALLONS 5; 0 < SHRUB ------SCH. 50 FIVC RISER 16 25 GALLONS 1 1/4" CLASS 200 w uj ly U 2" DEEP MULCH IN G.I. TEE W/ I- LAI. TO 0 w CL V) AREAS OUICK COUPLER SCH. 80 PVC TEE OR 26 - 40 GALLONS 1 1/2" CLASS 200 E�80* 41 55 GALLONS 2" CLASS 200 Roc)r FINISH GRADE 56 - 8.5 GALLONS 21/2" CLASS 200 BALL K, MARLEX STREET ELL 86 - 125 GALLONS 3" CLASS 200 0 ',�v ST Ep 1 BACKFILL MIX AS r te 10 SPECIFIED REDUCING VALVE 74 4 fle- G.I. .'IPE RI ER (IF REQUIRED) FROM METER qA60i- - 2--X BRASS BALL VALVE p OPNE J. Hay- REs -C PLANTING 11TL.0W PREVENTION DEV.ICE .. E SCHEDULE OUGON QUICK �!Z DECIDUOUS RE �OUPLER 4� PE sys, — FINISH GRADE AMETEK VALVE BOX .,-Tree Stake EXTENSIONS AS -Root Ball REQUIRED N2X WOOD STAKE, Cl /\��/�/\/ �� ,� REMOTE CONTROL WIRE TO ENDS OF VALVE AS SPECIFIED SLEEVE PVC /iDAPTER UNION DRIVEWAY/PARKING < --PVC SCH 40 NIPPLE WALK L_L_j U) PVC ELL ---I CUBIC FT. PEA GRAVEL L.d CONTROL WIRES TO CONTROLLER 0— U) 2% LOPE 2% SLOPE < Lij PVC. SCH 40 24" F-1) MAINLINE WN. U < LAT17RAL BEDDING SAND CLASS 200 PVC PIPE CD SCHEDULE 40 PVC PIPE A VE SLEEVE D_7 I z G ISLAND DETAIL BLY LLJ 04 L.L. CHRISTOPHER FRESHLEY 0 $2 LANDSCAPE ARCHITECT vIate m.w. unas sm w • " c�%�%M-001 • (PAINm-?w; 7805 DARTMOU'I'll PROJECT SAMS W US t3ABIF,S"R" IS NO. 475-M pa 12 of 13 TYPE COM M."" If this notice Appears clearer 111,111 the J U N 0 2 2000 1 cement, the document is of marginal qtmlih- III crohImed 11111111111 111111111jill i ljljljljlilj1�1 ljl'jlJij! J ! !lJ1 !JlJ1J ; 11ill'111,1(h iT.I .;, 7117,11iii, 111jilijilil Fill 11 Jill M111ilill ! ;111111 I 'I Ii . I il 4. ILI INCH MADE IN 04 INA IT 'R 111 w I!, _ eetn� I _._ r. IRRIGATION SPECIFICATIONS- ) PART ,1_ NE RAr _ n co 1.01 SC❑PE, 2.12 HOSE SWIVEL_, P�j- E- PRQDUCTS 0 aD G1 FERTILIZERS, V) �� A. Furnish tabor, material, equipment and services necessary for installation of new irrigation system A. Rain Bird Model No. SH-CI. 2. A. Guarantee analysis of mineral or formulated Products al. specified. Z • 1a, as shown 011� Drawings and specified herein, 2.13 LOCKING LID: 1.02 RELATED WORK IN OTHER SL 2!'TIONS, A. Weathermatic No, 906L er approved. Comply with applicable a ,,te ►unopened taws•ed containers, each bearing manufacturer's label of content. o ' A. Section 02950 - LANDSCAPIrvv B. Rain Bird Model No. 7049 key. 2, Deliver -to job in original, 3• Uniform composition, dry and free flowing. Wa 1.03 RELATED WORK BY OTHERS+ 2.14 VALVE BOX, W M A. Provisionsfor Electrical service to controller locotion and conduit to exterior. Landscape Contractor A, Carson Econom,/; Standard and Jumbo sized boxes, extensions and locking covers where B. Brands and Analysis Z . to co-ordinate with appropriate trades, applicable, 1Nitroform (38-0-0)B. 2. Ammonium Nitrate �0. 2.15 DRAINAGE ROCK 3. Gypsum (Calcium Sulfate) Z Irrigation point of connection. Ok 4. Potassium Nitrate liJ v 1.04 QUALITY ASSURANCE, A. 1-1/2 inch minus clean, washed round rock. A. Supervision; Provide at least one person who shall be present at al! times during excecuLion of 2.16 BACKFLOW DEVICE 5. Magnesium SulFate a M this portion of the work and who shall be thoroughly familiar with the type of materials being A. Refer to Drawing. 6. Zinc Sulfate Installed and the manufacturer's recommended methods of installation, and who small direct all 2,17 RE=MOTE CONTROL_ VALVE, `�v w work performed under this section, 7• Manganese Sulfate z �� B. Restrictions, A Refer to Drawing. 8. Laundry Borax (10% Elemental Boron) Conform to the 'Unifor,m Plumbing Code' as adopted and modified by the State of Y w� Oregon and all legally constituted authorities having jurisdiction, 2.18 IRRIGATION CONTROLLER, 9• Webfoot Organic Deluxe (10-10 5) tl o C. Materials and E ul Equipment: New materials and equipment of type and brands at: indicated on A. Refer to Drawing. 10, Organic (10-10-10) q P drawings and specified herein. 2.19 CONTROL WIRE: 11, Planting Tablets: Remke 20-10-5 Guarantee analysis, 5, 10, & F 1.05 DESIGN AND PLAN: A. Type OF bearing, U/L label for direct underground burial, NEC Class I1 circuits, AWG sizes, #14 21 gram tablets, manufactured by Remke Enterprises, Inc. a (708) 810-1662. i Illi Grove, nos A. Layout of irrigation system Is schematic, minimum. Downers B. Follow as closely as possible. 2.20 ELECTRIC CONNECTORS, OF DIMENSIONS+ 2.02 TEXTURAL SOIL AMENDMENTS 1.06 VERIFICATION A. 3M DBY splice connectors. A. Sludge Compost, Digested sewage sludge and conifer sawdust compost as manufactured by North T_ A. Before proceeding with the Installation of any section of the Irrigation system, check and verify 2ggT 3 -- EXECUTION American Soils, Inc., 5303 North Columbia Blvd., Portland, Oregon, and marketed under the trade the correlation between ground measurements and Drawings. 3.01 GENERAL, name 'Garden Care', Mushroom Compost or approved equal. B. Advise Landscape Architect of discrepancies before proceding, A. Install materials and equipment in strict accordance with manufacturer's written specifications 2.03 MULCH MATERIAL, r 1,07 VERIFICATION OF WATER PRESSURE, and recommendations. A, Free from noxious weed seed and all foreign materials harmful to plant life m Q ' A. Verify water pressure at point of connection. B Comply with local and state codes. 1, Bark Mulch, Fir and/or Hemlock bark, medlum grind. B. Submit pressure test results to Landscape Architect for approval, prior to any work. C. Maintain ,job premises r an and free from accumulations of debris or disorder at all tines, 2.04 WOOD TREE STAKES 1.08 PROTECTION OF UNFINISHED WORK, Remove equipment andsurplus materials from each work area as completed. A. Sound wood, 2 x 2 S4S, Douglas Fir; 30-inch and 8 foot lengths. A. Protect work at all times. D. Leave no work in condition that would jeopardize other persons or property. B. Treat with two (2) liberal coats of stain/preservative, mixed 111, color as approved. o B. Keep rock, dirt, gravel debris and foreign materials from entering pipring, valves and other E. Test alt lines for one hour' minimum at pressure of water source. Receive approval of test C. Installed as shown on Tree Planting Detail, O in D. Tree ties, yr prior to backfilling work. 5 0 irrigation equipment. 1. 'Chain Lock' or 'Rigid Guy' system. U 1.09 PROTECTION OF EXISTING TREES, 3.02 TRENCH EXCAVATION, A. Do not machine trench or pull pipe through root zone of existing trees to rennin. 2. Install as shown on Tree Planting Detail. a e, p p p g g A. Straight or 'snaked' slightly• c� � B. Hand dig trenches as required. B. Slope bottoms unifurm'.y, 1/2;: minimum grade to drain. 2,05 TREES, SHRUBS AND GROUNDLEiVERS 1.10 VERIFICATION OF CONTROLLER LOCATION, C, Trench depths 12 inches minimum (taterial lines), 18 inches minimum (supply lines) and 24 A. General, species, variety, quantity and size. Z 2 A• Verifyexact location of controller with owner's representative, Co-ordina tee electrical service and 1. As indicated on the plans. a 2 p Inches maximum depth, bottoms free from sham rick or objects that may damage pipe. conduits for control wire with other trades. D. Trench width s�+fficient to allow proper tamping of k►nckfill around pipe. 2. Nomenclature - conform to names given in Standardized Plant Names, 1942 edition a � - P P P 9 PIP or that accepted in localized nursery trade. 1.11 E14VIRONMENTAL CONDITIONS, E. Keep topsoil s.�perate from subsoils, replace In order of removal. 3. Meet requirements of American Standard for Nursery Stock, 1973 edition A.N.S1 Z601 (71 A. No solvent welding of PVC pipe in freezing weather. 3,03 TRENCH BACKFILL, 2,06 TOPSOIL, a � B. Solvent welding of PVC pipe under cover only during rainy weather A. Do no backfilling until approval of pressure test. A. On site topsoil stockpiled for re-use !n landscape work, Landscape contractor to coordinate o 1.12 UTILITIES, B. Use excavated soil or specified backfill (sand) bedding materiats• stockpl,ing with general contractor, Provide additional topsoil if on-site quantity Is Insufficient. A. Be responsible for location of underground utilities. C. Material free from rock and/or debris that may damage pipe or prevent proper compaction. z B. Protect active utilities. If encountered, notify persons owning same. D. Place 6 Inch maximum lifts and compact thoroughly. PART _= EXE T-SON _LL 1.13 STORAGE, E. Place mainline backfill only when pipe Is filled with water; 25 pl pressure minimum, 3.01 GENERAL, A, Store on job site only as approved, 3.04 INSTALLATION OF PIPE, A. Scheduling and Coordination Coordinate work schedule with Owner's Project Representative B• Be responsible for security and protection. A. Sizes, type and general locations according to Drawings, where cooperation with other trades or contracts Is required. Be responsible for timely r C. Store no PVC pipe nor fittings In ciirect sunlight, 1• Lay with support beneath entire length. performance of work. 1.14 EQUIPMENT FOR OPERATION, 2. Slope all pipe to gravity drain. Minimum one manual drain per zone. 3.02 WEED ERADICATION AND CONTROL, A. Provide Owner with the following operation equipment. 3. Snake PVC piping to allow for expansion and contraction, A, Remove grass, noxious weed growth and roots by herbicide application. (Johnson grass, Crabgrass, Morning Glory, Horsetail, Canadian Thistle, Nutgrass, Quackgrass, etc,) 'J B. Turn over to Owner at time of Final Inspection. 4. Combine runs in common trench where Feasible with 3 Inch minimum sepera tion. I- 1. (2) snap-lock unlocking tools for valve box covers. 5. Flush lines prior to installation of valves and Irrigation heads. B. Kill achieved by working soil permissible for annual types only. Q C Cr C. Allow time For herbicides to achieve effective 4-Ill prior to cultivating, �-' a 2. (2) quick coupling valve keys. B, Cutting and Joining, 3. (2) hose swivels. 1. Cut pipe square, debur and remove all surface contaminants or moisture. 3.03 SOIL PREPARATION AND TOPSOIL PLACEMENT, ncountered or 4, (2) lock cap key, Rain Bird 2049• 2. Chamfer ail ends. A Generated by this eneral: Remove awor ksfrroms job site,0' and larger), etsod asphalt, etween cub andebris el sidewalk, protect 5• (2) valve operating keys, 30-Inch handle length, 3• Apply primer and solvent cement in accordance with manufacturers recommends tion; existing trees, Crossrlp or rootill subgrade In Ott areas to 8'-?2' depth prior to placement of } r m 6. (2) keys for irrigation controller, 4. Make threaded joints leak relstant, with freedom of movement. topsoil. `r' m Q T 1.15 RECORD DRAWINGS, 5• Use teflon thread sealant for threaded joints. B. Deposit topsoil to 12' depth in all planting areas w w A. Maintain current with work progress, one red pencil. marked print showing all deviations from 6. Clean out threads and use tape or compound joint sealants for all galvanized pipe C. Initial Soil Preparation - planting bed areas, '�' �3 -' drawings occur'ing during installotion, connections• Leave no more than two (2) threads showing at joints. L Rototill the following proportions of materials, evenly mixed to a l.3-10 inch depth over each n n a a vol. B. Show locations of stubouts, manual drains, pipe lines or other subsurface Features as installed. 1000 sq, ft. of area after finish grades are established �. C Show dimension reference from subsurface Features to permanent structural or surface elements. 3.05 INSTALLATION OF SLEEVING, a. 3 inch layer of Soil Amendment D. Submit clean red--lined print at end of project. A. Sleeve water lines and control wires unders walks and paving. b• 18 lbs• Nitroform (38-0-0) ---- 1.16 SUBMITTALS, B. Position sleeves so pipe m , be easily removed A. Submit to Landscape Architect at time of inspection for final approval. 3.06 INSTALLATION OF VALVES, C. 2 tbs. Gypsum Nitrate Sulfate) shown on Drawings and Equipment Le end, d• 2 lbs. Ammonium Nitrate �r�15T.� I. As-Built Irrigation system prints. A. Types, sizes and locations 1s o 99 e. 3 tbs. Potassium Nitrate 4' 74 2. Copy of guarantees, warranties or affidavits applicable to equipment or materials 1. Install In accordance with details for each type. beyond Contractor's one year period, 2. Install manual drains at locations to completely drain all pipe lines. F. 10 lbs. Magnesium Sulfate P Y T P g. 1.5 oz. Zinc Sulfate C N' HEADS, 3. Manufacturers catalogue cuts describing all equipment and materials used, 3.07 INSTALLATION OF IRRIGATIO • h• 5.0 oz, Manganese Sulfate I CH OPHE d RES wwt4 4. Names, addresses and phone numbers of manufacturers and local suppliers of A, Types and locations as Indicated on Drawings, Install in accordance with detalls for each type. I. Laundry Borax (10% Elemental Boron) 5 -1 B. Adjust and balance 1. Adjust and balance each system zone, D, Backflll Soil Mixture - fcr all tree and shrub plantings, I�� OREGON equipment. 5• Written operating and maintenance Instructions for all electrical or mechanical equipment 2, Achieve uniform area coverage by all head types, 1• To each cubic yard of excavated planting bed soil, thoroughly mix the following ingredients used. 3. Adjust to avoidspray on g, etct., walks, parkin buildings, for backf lit, 4P gC B. Submit three (3) complete copies of the above submittals In hard cover binders, 3.08 INSTALLATION OF IRRIGATION CONTROLLER, u• 1/3 cubic yard Textural Soil Amendment, E 1.17 GUARANTEE, A. Type and location as Indicated on Drawings: b. 3 lb, Webfoot Organic Deluxe ION-IOP-5K, _ _A. Guarantee the irrigation systom or any part thereof, against defective material or workmanship 1• Install wall mounted unit as approved. 3.04 PLANTING TREES, SHRUBS, AND GROUNDCOVERS, for one (1) year from the date of final acceptance, 2, Verify exact placement of controller with Owner's Representative, A. All planting holes shall be excavated twice the diameter of the tree, shrub or groundcover B. Repair and settling of backfilled 'trenches occurin during a one (1) year period after final 1 P 9 9 9 Y T 3. Enclose alt control wiring In conduit. root ball or root system. acceptance. B. Work by Other Trades include, B. Plant upright and f to give best appearance or relationship to plants and structures. G Loosen and remove binding and burlap from around top of each bail Pull no burlap C. Include restoration of planting, paving or other improvements of any kind associated with 1, Provisions for electrical service to controller location, from under baits. corrections, 2• Control wire conduit to exterior. ]• Stake or guy trees immediately after this work. D. Make corrections without expense to Owner 3,09 INSTALLATION OF CONTROL WIRE, A, For wire sizes, refer to wire sizing chart published by manufacturer of control valves. 2. Refer to tree planting detail.A. PART 2 -_PRODUCTS B. Use specified electrical connectors at all splices. All connections and splices shall. occur in D. Cut off cleanly all broken or frayed roots. E. Place and compact backfill Solt mixture carefully to avoid Injury to roots, and fill all voids. U 2.01 GENERAL, valve boxes, F. When hole Is nearly filled, completely soak and allow water to soak away. A, New materials and equipment. B. Brands and type as shown on Drawings and specified h,-rein. C. Bundle wire together with electrical tape at 10 Foot Intervals. Provide 12 Inch expansion curls 1• Fill holes to finish grade and prep(+re for other work Indicated. every 100 feet where runs exceed this length, 2. Provide 2' water ring at base of each trees remove at end of contract period maintenance Q C. Substitutions or equals only by written approval of the Landsape Architect, D. Place wire at bottom of pipe to provide protection. 2.02 IRRIGATION HEADS, P P P P 3.05 FINISH GRADES, r� l number reference, E. Provide 1 extra wire to each control vavle simillar to common for use if wire fails, color to be A. Establish slopes In accordance with Drawings, U A• Construction as specified by ode B. Manufacturer's catalogue numbers Indicated on Drawings. different. Label as 'extra wire' at controller. 1. Fine grade to uniform slopes, free of tow spots or irregularities. 2• Slope grades away from all building structures, 2.03 PIPE AND FITTINGS, CND OF SECTION 02810 3, Slope grades to all area drains and catch basins, A. PVC Pipe, PVC pipe, Polyvinyl Chloride Plastic, PVC 1120, Class 200, Type 1, normal B. Tirade planting bed soil 2' below bordering sidewalks, walls or curb elevations prior to U impact, I.P.S. approved plain and/or bell end; color white; meeting :-equirements ASTM D2241 LANDSCAPN-SP ` IF CATI NS_ application of mulch, LLI and D1784• PART 1 - GENERAL C. Construct 6 inch crown in all planting islands, a 3.06 PLANTING BED MULCH, C1- B. PVC Pipe Fittings, PVC 1120, Schedule 40, Type 1, normal Impoct,I•P•S•, NSF approved; A, Mulch all shrub planting beds with a 1-1/2' minimum layer, U) � meeting requirements of ASTM D 2455-74. 1.01 SCOPE LTJ C. Galvanized Pipe and Fittings, Standard weight pipe, hot dipped galvarrized and threaded, A. Placement of topsoil, establishment of fine finish grading, Ins•�utlation B. Apply evenly to all visible areas, within two (2) days after planting. Threaded cast iron or galvanized malleable fittings. of landscape construction details, soli preparation, supply and 3.07 CONTRACT PERIOD MAINTENANCE, m Installation of trees, shrubs and groundcovers, tree staking and r�uying, A, Begin immediately after Panting of any type and continue for sixty 60) days after final D. PVC Rlser, PVC 1120, Type 1, normal Impact I•P,S•, NSF approved Schedule 80 PVC, mulching of planting bed areas• written acceptance by weer. fT] [� B conform to PS 21-70, Cut to required lengths,threaded both ends, color dark grey, 1.02 USE OF HERBICIDES, B. Plantings+ < 2.04 SLEEVES, A, Applications of Herbicides only by applicator licensed under Oregon herbicide, laws 1. Irrigate as required to establish plant materiats• A. Under Parking and Driveway Paving - Schedule 40 PVC pipe, 1.03 PLANT MATERIAL.., 2, Reset plants to proper grade or alignment. U B• All other, Class 200 PVC pipe. A. Provide in accordance with species, sizes, and quantities Indicated on the Drawings, 3• Maintain bed areas weed-free. 4. Miscellaneous U) C. Sleeve diameter shalt be two sizes larger than pipe Installed in sleeve. 1.04 GUARANTEE AND REPLACEMENT, scellaneous pruning as required. ritten 5. Any action necessary to promote new plant establishmpn t. D. Extend sleeves 12 Inches minimum beyond walk or pavement edge. A, Guarantee plant materials and related workmanship of Installation, beginning after wn 2.OS PVC SOLVENT CEMENT, acceptance or work, For one year or one full growing season, whichever is longer. 6. Replacement of immediate transplant tosses, 1. Replace plant material not surviving or In poor condition during guarantee period. 7. Adjustment of tree staking or guying. A. NSF approved solvent For PVC to 4 Inch size. ��- P 2. Correct deficiencies in soil or drainage conditions when attributable to plant losses, prior B. Meeting requirements of ASTM D 2564-73a, #705, to replacement, END OF SECTION 02950 C. Weld-On 705 or approved, TJ 3. Perform all replacement work In accordance with original specifications at no additional 2.06 PVC PRIMER AND CLEANER, cost to Owner, A, Weld-On P-68 or approved, 4. Damage or toss of plant materials due to vandalism, freezing, or acts of neglect by others, 2.07 BALL VALVE, is exempt from Contractor's replacement responsibility, - - --A. Watts series WBV forged brass ball valve, standard port, 400 WOG, B. Perform replacement work when requested by Owner within fourteen (14) days after notification. 2.08 MANUAL DRAIN VALVE, 1. Plant replacements subject to seasonal limitations may be performed at a later date when, -- A, Brass globe valve, 1/2' size with cross-type handle, In the judgement of the Landscape Architect, survival of replacements s jeopardized by (c 2.09 QUICK COUPLING VALVE, weather or other conditions• CHRISTOPHER FRESHLEY Lid r- 0 L- r A. One piece, double slot, 3/4' Inlet with vinyl cover and lock top, 2• Advise Owner or Owner's Representative in writing when replacement work is performed,f Immediate care of same, LANDSCAPE L�RCHITErT u yr v r --------- - B. Rain Bird Model No, 33DLRC• Include specific Instructions o e 2.10 QUICK COUPLING VALVE COUPLER, _- _.- - --- IMe.*. r�norr et•.e see • �o�tur� oritoo� e»M •19M-Mil • tr►i eo9 n�-s rateersr�troux. A, Rain Bird Model No. 33DK• F`ROJEC T FIAPF-8 7r US 2.11 LOCK CAF KEY, -- N 0. 475-001 791lS I, 1z A, Rain Bird Model No, 2049. r!,�tel l rt' I!� CTYPE u(:ONSTFfIICTKN! � "ur`:t. r;;yw"".a.•'M"'n?"F""P"' .> .�'rc:. a i S� �j;1;. 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