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7865 SW BONITA ROAD-2 V. T 4 s r I c E COPY F ECIAL INspECTION REof 6rvys!!!- C ural g �QkU,I,RrED-� i=fie �rata and RaIMrNWh1W SMaals Installed N Con.M. � SPacul Ao.�la�tdtaaFWn ' (}ij� Rain 9 Ca¢rela frarno I a horFJ^9 Steel d Nn..lraaaytMArm Stoel Te File O Nth � U i Strerglh go O Structural 5lasonry � - T� 1 � ❑n SA III t�i O2q, I I U RalntorcadG Concrce Insulating Cont"t,Fill Spray Applied Flro-ResiaG' e TOWN )MhE NaceneGs Pwln9a,OfH(ad piers ab i V rad Caissons � A 5� , Ol S/NOLOA�l/L �' PLANNED D�f�EL 0 ° Siafadinp.Eacaration d RNnp P/Ac Smoko an -, / 17( Other lnapec}lorr�t, �1 yIAJIAl1 + eQ ZJ SANITARY CONSTRUCTION NOTES ------------ - Cr 1. THE SANITARY MIR SYSIEII SMALL BE CONSTRUCTED N ACCORDANCE WITH THESE PWNS AND THE DESIGN 1 jam/ BONITA COURT I' : \ TEPRCQ . n Ll AM OOESMW7MN SIANDARDS 03, OF 20THE CLEAN WATER SERVICES 1 I i i T.L.6400 2. ALL SANITARY' SEWER PPE (EXCEPT SEWER SERVICE LATERALS) SHALL BE PVC PIPE CONFONING m ASTM .`,`.'DE CATQN / I �� . . SW GAARDE ST �A _ � �' p sw r 1 T30N CSCR 15). GASOIS SHALL SE RUBBER RIND TYPE 00NFONWID m THE RE(AIILLEIIS OF ASTM 47.' i 1 / c '"" N •,T'i ,'s " T.L6300 AMC ASM 3213, PIPES N AREAS MM :ESS THAN 5 W COVER SHALL BE PVC C-900. i ' L ---- '� L»,...... 9, 6samuv I I AL SWARY SEWER SERVICE LATERALS SHALL BE 4' GREEN "1C PPE CONFORYNG m ASM SFECIFICALMIN 0.1031 (ANE-SES), -. ~- _ _ - ----_--_- IIF sW BOlau d . ci IIiE55 NOTED OIFIERINSE. SANITARY SEIEA SEANCE LATERALS SHALL CONNECT TO METE MAN LINE BY MEANS OF A F°ECAST TEE. ( \ IIP, yp,INtw y I - b. N1IIIOSTATIC AND AIR TESTING ff TIIF. SANITARY SEIEA SYSTEM SMALL SE 00NCI1ClE11 N ACCORDANCE WIN OEM \ I. 1 1 11 _ 14 34 '.� I I! I ,j c^ WATER SAM STANDARDS ALL NECESSARY TESTS SMALL BE PERFORMED BY UTE CONTRACTOR AND WIINESSm \ -" 33 BY L REPRESENTATIVE OF THE CITY OF TIGARD ANO THE ENGINEER \ \ ` 1 1I 1 0 t 3 T S LOCATION ff EXISTING UTIUTEs ARE BASED ON AVAIURE NF(NYA710N IT R M CONTRACTORS fE5Pa15BI17Y TO \\V\ \ E__ I` _t'- Is _ eAB1 FLED VERIFY DEPTH AID LOCATION OF DOSING UIMTIES PRIOR TO CONSTRUCTION AND lWORM UTE MOM ff MY ' \ .rWcnAlo RUFEDt 1 1 __ I - OS7EEPANfES IN M PLANS. CALL FOR LOCATES A WMM OF 48 HOURS PRIOR m (XINS7RUC71OL \,\\\\ ( _: _ to_ � 17 Tit IL FINISHED RIY aEYAllO6 OF MANIQES MITFN PAVEMENT ARE APPROXIMATE. FlNAL FlNSIED RM FLENATIMS SHALL \\ \\ 1 I N I IM as rR n 7 �b __ as ____ I• I �/y��IIR ��►p MATCH FINISHED PAVEMENT GRADES RMS OITSIDE OR PAVflE1T SMALL BE SET V-12' ABOVE Fill& GRADI- MII701� \\ `... I I 3T 5 ♦EVIL\I ! Y MAP 7. PPE BMW AND BACOILL SHALL CONFORM m fLEM WATER SERVICES STANDARDS. I \\ A\ � � ` -- I e -ii--tet I I � I , i --�---- NTS 6 SAI7Ar:Y SEWER MANHOLE OONSTRUCTI N SMALL CONFORM m DAFAR WATER SERNCET STANDARDS \ I , , 0. ALL � MO SERVICE uDE2' BEYOND NT KWIC EIN �rM \ �Q0L- ` NOTED. 31. SMALL BE PLUGG0LATERALS DIRT AND DEBRIS FROM ENTERING PPACCORDANCE WITH WAYS ` p sERYlas SMINIMUM s THE ABOVE ff 71E MADE. T SMALL BE RIO S WITH A Rom 2xA• SILT RXE cALLr 1 �__ LEGAL LOCATION BENCH MARK - AD E DIRECTED B A WOWS NT 39' AFROM THEFORC (ROOF THE HOOD MAMER SCOL BE PONIED ANO YMIRD \ \ s _ mm AS OILCIED BY A RE]'FLSETIT•^VE FROM M Ott O TIGARD. SCE. STANDARD DRONING 170-SA. I � \ / _ �-`i A BRAS DISI( SET IN COMTE ALL SANITARY LATERALS m WIELD N COLON « I « - - - -- - TAX wM 251M20A y \`\ ,,cama.�....��. y' � ,. -BONITAY. FIRS e0 I TAI( LOT: 500 R 000 9"" AT T.E "MMM � 6_ 1L A COMM ff TWO FEE( HORIZONTAL SEPARATION IS REQUIRED BETWEEN WRIER AND SANITARY AND snY91 \ V It F Yom,,,,,, _3- N.E. 1/4, SECTION 1z T. 2S. C LIES *0 CROSEM ALL CONSTRUCTION BULL MEET cll DEQ AID STATE WATER RESG ItCES BOAR \` \ a w w -- 1 as « « N 40 00RIL7t O THE BADGE ON REQUIREMENTS FOR SEPARATION. \\\\ T.L.9000 I p " ` R 100., W.Y. LOCATED N (.i RgF N BONITA ROAD OV9t 1-5. 11. w. SANITARY SYSTEMS 41Ai1 BE nKNOUtlILY 13EONED, AIN IESIFD, VIDEO INSPECTED. PASS RIE REQUIRED COIPAC1aN \ \ s \ BONITO Fl?S PHASE 'll' E> -- 52 I _-N .io 07Y nSHRI COUNTY, OREGON flFYA7NIN: 19Be37 o `e L9000 47 ��111 NEST (Asim T-99L A DEFlEC710N TEST, PER CLEAN MATER SEANCES STANDARD SPECFICATIONS i\ \ _ ALL IEQIfBD TESTING SHALL BE PERFORMED BY THE COViRACiCR. \'•\ !\` \\ _. _ uCie 0 4I C7 I �^ I I C4 0 12. ALL CSP. SMALL BE Arna t C-14, CLASS _ _ I � to THE CONTRACTOR SHALL AT ALL TWIEs ABIDE BY APPLICABLE SAfE7Y RUES OF 0.5ULA AND N PMTIQILM nH06E � o O I � Ire L ALL SANITARY On MANHOLES AND MANMTRIaMEII. GENERAL LOCA SITE_ . . _ __ �_- . DIME - . - _ f.... -- ON E. INFORMATION U Q p Ia 1mo- PMTAN" TO ADEQUATE SHORING AND 1RENDI PROTECTION OF Z 4. HOE DS SHALL CONFORM WIM 1 AS1Y C-479 AND CWS UILAIRK, STAN)AIDS OD-SA AND 020-."u w. CL711PAC11UN OF - ._ _� -�.,.s'\\ 1 I 95R ACRE SNE LOCATED ZOINQ R-12 Q NATIVE MATERIAL OVER SAVARY SINNERS TIE SNAIL W 9S1< COMPACTION PER 199. -I �I I m THE NORMWEST ff TOTAL SITE ACREACF: 5.58 AM BONITA FIRS PHASE 'I' I T.L1i000 THE INTERSECTION OF USABLE AREA 290 ACRES m r r c STORM CONSTRUC 170N_NO -FES c Y OF o `"'"'° °®` °N`E `MIRAGE )T A A, 12�511ACRES1S CITY OF T, GARD COMPACTION REQUIP,L_MENTS pfm FI �� Apps,,. St... .o�'I�"",,.__..._. � � � BONITA RM N AVERAGE J7 AREA 1,571 50. FT. � Q I L fLJYY iNE CITY OF TGA D, h! WNRIM WT AREA 1,008 SQ FT. Y SCALE' 1'=60' Co1WMwne6y App,or.a................................_.1 )' WASHNcrw COUNTY. Ol. MAXIMUM L07 AREA 2.597 SQ Fr. W 1. HYDROSTATIC AND MEO TFSIING ff M STORY SEVER SYSTEM SHALL BE For only Lha wort a c 411D4 �r �QQ TOTAL TRACT AREA 31,487 SO. FT I W .TRUC7URAL LOT FILL OMKTED N ACCORDANCE MM DIEM WATER SERVOS STANDARDS RRO 00-7. -•s-.z PERMIT NO._.I.L fl� IISEABIE WEN SPAT aJ69 50. FT. :J Sae Leger to:Follow..... ( ' �- ........................._ 0 COMM PERCENT LOWAC11011 1¢CIIILD 901 Nl NECESSARY TESTS ;MALL BE PERFORMED BY THE CONTRACTOR AND WIINESSD BY A REPRESENTATIVE OF NFL CN OR TIGARD AND THE ENGNEFR. JobAOor«a: TEST METHOD REIMEL TO M-rUNK MAXIM DENSITY 7-100 2 LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE RIFOMATION. IT IS THE By. sOG Date.7n, FIEOUA)ICY OF DENSITY TESTING IN LOTS C LFTS 3 TEST FOR CONTRACTORS RVPWSBFJTY TO FEUD VERIFY TIEPIN AND LOCATION OF F7rMG EACH ` HEFT ff Ell _ D,M,EP ANS.PRIOC CONSTRUCTION UXAAD WORMill" OF 8HOLIES ENGINEER ff ANY CONSTRUCTION. S 1 REET CONSTRUCTION NOTES SHEET INDEX �- --� N THE PLANS. CAL FOR LOCALES A WfMUY ff 4e HOURS PRIDE m CONS/RUC110N. ROAD SE LION--EMBANKM NT: CLEAR WAD( SERVICES LAE LOCATE 248'9699 WMM PERCENT MWACTM RF RED 9051 _ BELOW 3' OF 9f'WABE a FINISHED 11111 ELEVATIONS OF 0000n MMIN FAVL:ENT ARE *PROXIMATE. FINAL C100 COVER OF -G'EVELOPERR�APPLICANT 95% - 'WITHIN Y EIABORIDE FINISHED RN EIEV47M BULL MATCH F94S9M) PAVFLIEINT GRADES RMI. STATMIW 'P BASED UPON STREET CEATFRIM UAEss OTIEtMSE SEECFlED. S OUTSIDE C101 EXISTING CONDITIONS PLAN OF PAVD"l SHALL BE SET 6'-12• ABOVE.' FINISH WADE DEREK L BROWN AND INC. TEST METHOD REU!U TO DETERMINE MAUO" DENSITY T-99 W T-180 4. PPE SOW. AND BACKFILL SHALL CONFORM TO CLEAN WATER SERVICES 2 A6AUST ALL YAM101E5 lX7i AND VALVE BOXES rp FINISHED GRADE. C1O2 SITE DEMOLITION PLAN ASSOC.,•' ° STANDARDS ALL ununES SHALL DE INSTALLED NAFAGRORNO, CONTACi: MARK HANSON i = SmAILENCY (F DENSITY TESTING OF EMBANKMENT 8' LEM 3 TEST FOR C103 TREE REMOVAL PLAN (Y 4' EACH 2 FF ..T ff D®AIN'LIFNT '+ STORM SEVER MANHOLE C(XSIRUCPCw SHALL CONFORM TO CLEAN 4. STLEET LIGHTING SHALL BE N ACCORDANCE WITH THE aTY OF TTCAno APPROVED LAYOUT. C104 GRADING AND EROSION CONTROL PLANS 9500 SW BAR8UR BLVD. j1220 - --- WATER SVMCES STANDARDS PORTLAND, OR 97219 ROAD SC SE0QN-SUBGRADE: s UI1UT mDLmS ARE m HE ELECTRICAL WAQSCHEDULEa PVC a EXTENDED m 6• PAST C105 GRADING AND EROSION CONTROL DETAILS 0 ).. ° 4 9. w. STORY SEW SERVICE LATERALS SHALL TU50ATE 2' BEIpO 11E PI" RWHT-a-WAY LIES MM 36' OF DDI PHONE - (503; 992-8758 q U V MOM PERCENTODWACTNM REQUIRED on UBLNTY EASEMENT L81LESS OOIERMS NOTED, AND STALL BE PL.UXFD TO PREVENT C106 GRADING ANO EROSION CONTROL DETAILS r �' DIRT AND DEBRIS FROM ENTERING PPE N ACCOiDANCE M1,14 CLEAR WATER 9. SINCUT STRAIGHT MATGI.RES m LEFT EXISTING PAVEMENT WITH NFA PAVEMENT. `' FAX -- (50.3) 892-8841 .Y, PERCENT CUIIPAC7XIN REQUIRED ID WHA( (I BELOW SACRAOE 1 FOOT SERVICES STANDARDS IFR: ENOS OF THE LATERALS SHALL BE MARRED WITH A. MMA` 7. USE 3.000 PSI O:NC". FOR All SDEWALN^A CURBS. AND QBVEWAIS PER CITY OF TOM C200 STREET PLAN mafk®dlbrownassoc.Com TEST W-M MILD TO LSIETNIE MAXIMUM DENSITY AASRO T_N 2'X4' SET VERTICALLY AO EXTDDING A WARM OF 38' ABOVE HIM WADE ENGINEERING ST.4WAFVI THE MUCID MAIM STALL BE FAINTED AND MARntD AS OI ECIED Wi A REPRESENTATIVE C201 STORM PLAN FREQUENCY OF DENSITY I=W. OF SIBGRADE AS NEEDED FROM UTE CITY OF TIGARD. (SEE DRAWING 290-57 FOR DELAYS) IL CONTRACTOR TO PROVIDE IRAFM CONTROL PER CITY OF TIGARD, AND M.D.TG.D. REQUIREMENTS, C202 STREET AND STORM PROFILES CIVIL ENGINEER 7. A W MII4 OR M TFT (n HORIZONTAL SEPARATION LIS REQNED BETWEEN WATER 9. ACCESS m EXISTING 'RACTS OF WTD SHALL 9E PROVO]) FOR AT ALL TIMES r• C203 STREET AND STORM PROFILES SR DESIGN LLC. gQAQ SEC 1�.. ACIptEGA1i BASE: � I''� '� � � � AL �n��N � �T � C204 STREET DETAILS CONTACT: TODD MILLER, P.E. DEQ ALIO SETAE WATER RESOURCES BOARII REQUIREMENTS FOR SEPARATION. IQ EROSION C'ONTR(X, CMAMAtE CONTROL AND DEBRIS COFFxa SHALL BE PAOVDFD FOR AT ALL iYES; RMI° PERCENT COWACMW REDUILn 9wIL AND SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTPoNTION. UNSATISrAr MY PERFORMANCE C205 STREET DETAILS 8196 S.W. HALL BLVD., SUITE 232 TEST METHODS IEGIILD TO OEM" MAXIMUM OENSPTY ESD IN 108 OR T-N 6 THE STOW CRN SYSTEM SHw. BE CORSIRUC7D. N a ACCGDAMWITH THESE IS CAUSE FOR TEFJMNATION OF ALL WORK AT THE SITE, UNTIL CORRECTION UNTIL CORRECTION OCCURS FAEOLIENCY ff DENSITY TESTING rF AGGREGATE BASE AS NEEDED RAS ALD M Q9ON AND CONSTRUCTION STAPV4M APRIL 2003, OF TIE CLEAN SA115FACTURY m THE CITY AM cIs WALTER SEANCES C206 STORM DETAILS BEAVERTON, OR 97008 A WA CSP. ACES CE ASM C-!4, CLAS a lAILESs OTHERWISE SPfaf1ED UN PVNS, 11. ALL CONSTRMTION AND MATERIALS SHALL CONFORM m THFSE FUNIS AND THE APPLICABLE PHONE - 503 469-1213 C207 STORM DETAILS ( ) 'd' '. R.QBQ 4GTICHN-AGGR REI3MLLENiS O' SHE tltt ff TIGPRD. .r 10 UTE CONTRACTOR 91ML AT ALL TIES ABIDE BY APPLICABLE SAI RUES O O.S.H.A. 12. ND7IY MASON(. 01Y INSPECTOR (939-4171) 2 BUSINESS DAYS C208 STORM DETAILS FAX - (503) 469-8553 M o ID MO COMM MM PERCENT COMPACTION ACTIOE Ptoi"D 923 AND I, PARTIORAR 'THOSE PERTAIWO TO ADEQUATE 9"WAND TPENCH BEFORE COMkfD# MG WON. C209 TYPICAL SECTIONS EMAIL - tOddm®srdIIC.COfn TEST WOMM RDrmw MDEMIT- BSO Ly Me PS'C:ECIDOF WORIOEIE �- 1a RALLOAM SI(INNCV POR RDI TAULED ALIO YAMOIS /U91 PERMANENT BARRIO/I'S m ff NSTMLID, C300 SANITARY AND WATER PLAN k' k Fi'EAIfeTICY ff DENSITY IESII/G OR A(IOEOAR RASE 5 TESTS COMM 11. ALTERNATIVE SIGN! DRAINAGE PIPE MA1L6A5 MIST NAVE APPROVAL BY TIC ENtMIFF]( REMOVED AO/011 REMST111ED BY THE CON1RACmR. AVERAGE DENSITY ! OTY MOR TO LYSE PIPES WITH LESS MMI Y OF COMA SHAT BE REINRIRLED 14. UTE AREA O' THE SITE DESIGNATED ON THE PLAN 1O BE REGRADED SV:1. BE SLAPPED m REMOVE C301 SANITARY AND WATER PROFILES SURVEYOR Q) C04C" W PVC C-900 CND TO HAVE MIN. 12' TO SUGGRAM). G FTRL TWE INSPECTION OR SPOT CHECKING OR CCWACTM SPOT ( aM.u9c MAE78AL C302 SANITARY AND WATER PROFILES TETSUKA ASSOCIATES (,I I a C n 1L ALL STORM SEWER PPE Stw R G.4.WTED RPE 0(Nr'OIMMG TO CLEAN WMER CONTACT: KEVIN WILLIAMS " S I STANDARDS 1a ALL CITY OF TG RECLINED INTRA IE STRUCTURAL FAL WIDENING THE REQUIREMENTS FIR AN ANG SIrEY TESTING A ff L;303 WATER DETAILS 0 d" a UTILITY M N H BAGKEILL: (BENEATH PAVEMENT OR SIDEWALK) ME CITY B 11c,1ao. UTE camACTaH SHw. RETAw! A ffA7IED ES111G FFM AND FYTOVDE 1ES1IN0 AS 9900 SW WILSHIRE ST., 9/110 PROJECT OMM. C304 WATER DETAILS PORTLAND, OR 97225 la ALL stall U�MlS ro SE 4' PVC WHITE N CDI.W AT SL-2.0% IINFit OngtWISE 16. �DDarsT'& TON MEF:ND a PFWPZD' CDFRACT MATT HARRL (639-4171) Orr OF TtcAD C.T00 S�EET LIGH TiNG AND SIGNING PLAN 2 MNMM PFAWM CQPAC110M IETUIED (LMR NOTED '�: Mc PIANS. '..' COMM PERCENT G'OIPAC1aN REaxFD FOR PIPE DIE 900 14. NL LATERAL STAM" IS BASED ON BMW STATIONING FOR UTE. DATE Aro �'. PHONE -- (503) 517-0682 COMM PERIOD" OOPAC11M IEtI!!D AM PPE TOE ON 17, OWNER M PROVIDE ALL IMM RMILTS AS REQUIRED BY THE CITY OF TOMO L1 LANDSCAPE PLAN FAX - (503) 455--1300 G IVEi: WST MET"= IMM W OMNI E MALMM COOP T-M 18. OEM USING MUM GAUGE, TRU REMM AT EACH 41L M BEI:OIO AT L2 LANDSCAPE SPECIFICATIONS EMAIL - klw®tetsukaai.com � to � � W OFFLFIIT RE91/WIEIq FOR PLC NB Mff MOM TO THE FIRST. THE TWO !READINGS WTI. BE AVERABLD TO ; 'T B U arm 16Ar DENSITY. N pa j.3 wQU � N LAIO9LME AER BY 1 TO ICRY OF {ki: r 'T 7I. (RIVER TO TESTING lLCIl.TS AS REQIIED 11E Ott OF YHBIan T n � AT �� Ci 1 T W & z OFFICE COPY' AWS---- q ��, ,aaO•„a � � II I :CTI, � � in LA 10 II 12 pluI'Inlpl I Inlpn �Hn� ul� lit 1 14 IB Ip O Q1 22 23 24 29 2e l�ln 2i�7In1pn2i�8Ru Ile2i i9 3i.�0 25X - W tVf ;yti . w. . t r, � � 11 1 EIAERGE-PiC'i ACCESS -:ASEMEN T At � �� t� y / PRIVATE ACCESS AND UTILITY ! EASEMENT FOR 111E BENEFIT OF PARG•El 1, FP 1997-082 -- - _ PARCEL l;, PAI??i ,Olv PLAT 19917-08i I -EItKE' AND PMES`RMN / � f y ! I � 1 Z IFASLI+IENT PER Ole 15' WIDE SEWER EASEMENT DOC N 47-061096 se _ / PER W. 660, PG 393 / RGn, T14 COURT _-. - :;A PAR TI TION tIL A T 1997--082 - qp �` f'A:�? i f 112 �`' C>/ UU CE' lI, �'fir7T i 0.^r P._!i 1997 I ' ! -7 I I I z 100 YR FLOOD � I Q CONDO .OND: CONDO :ENDO �- 711 ! • ,� 1 .I PLAIN ! `� 4L !�Pln i; ry;i+LCI!NG F3'•JlLUIh; ` RU.�_vING I ! ! � '' 135'" _...- ., i T- 1400 - - 6 / ( ,,r` �- - ��-- ---- ---- ----- -- ----�- -; -, - -- - ____ � �f ,. ,�" `` l J Yom.-•�_�_:�=__--.-.-;____•__ -__ -- - - -' ~_---.._ ��- . f- r- ` / f.� N 01 07 35 E 1,286.9 = \ \ ( S7T52' •E 6.96' _ � /� � � _-_moi- � � J \ � � � �� •1 { t-• I �� .. r \ C) mA > \ � -165 I •. \ I OF DOC NO 2 -•002944 214,377 T 1 ` `� 1 !N t`` C 77 AIX- 01 w S FEE 4.921 ACRES \_ t $ �' �+ j ' i i \� x4, ! � Z / I \ \ �-'� ` % -.01 'JCA \0 _ tF.- WG FRAME I A , 1531 ♦ \\ , rl \` I. f� ``\ v CHAIN 'LINK 4Filr: � v `\ ��• �\ � \\ / %. I \ -I I,� �!� i I � - - - \ a ✓ GRAPHIC SCALE \ \ W/ gAkBCu '.ri c ;:' � \ \ \ .�` \ \� � . l.:r. �, Iii... O F-%% ..92 L �`� \� `� ! ) \ \ \ \ $ i a ( IN FEET t`! 01' 0/ 35 E 1.286:47 �� _ \ \ y QD Q .. .1�`\ ``\ � ,1 1 -�.f •. . ` _..�..: - ". 18. __ `"".-•_ ---. _ 1 � .\ \��\ �� N PAR \.n _ r"�• ..11! 1 in = } / 495 ' - ...�. . tz'so- o A ` i 30 f... Q ` o \ - - 93 v {^ i ARACL o �.\ LTJ 1 OOL A!�EA , ..,., Avit PARKING "` \ !, I I ' AP \ \ \ le, �11 �' 1 'x.+i' 2'3... m �e 1',i. FRANC \ J \ \ , i 1 2 DEMCI'C o ! \ r'r N 5. 1 1 \� \ i _ ! T._ _; ND FRAME / �• _* ;'t,Q/�// C�LJI�Y' j �A 1 \ ` } I 4h1A;N L`hK FENCE I I L_- Y GARAGE W i t -, �� I'I7i�rli• w N I E vCE b y `% i I I TELE VAULT ILLJ `•'D FRAME ! I •_ , \ ✓ /• 1 GARBAGE DUMPSTER w '' I a `� .� . . �7 "' \ \ \ ! J � i UG ELEC TRANSr.)PN4F� W G I � I \` \ W/ CHAIN LINK FENCE r t I +� ..} + , \ pC�pp� ' \ I WXD FEnI..E p \ \ . �. J l.)�O a N \ \ H, O r �iELEC RISEP f I I "\. FLEX 11 t FARCE 2' / VID FRAME 11�/ ! CATV RISER -Al) FRAME OF DOC NO. .� - OHW 28,486 SODA SE j I -� 11 !� ` d 0-654 AGWiE BONI l A FIRS PHA.�E 11 � nth t �, . � Aa doo 15' WIDE SEWER EASEMENT �_ � 1115 �. !$ � � ,� PER BK. 660. PG 4t?9 36.61' (36.68 SOtt�`W OO.od: _ ��' _ ,lq,•, .K rEN!" T� ~M�` t r � I .3�� +� � � ! = ------�"�^ 1 CJ 0 O moo" ' Z _�" , - - -!�`, i f _ 3 �. .._... ....__ 12 � __.>,- _.... ... ...... .1 �-- / ,:a,• -.,., �"'F•1 Z . LLI • � - 4.t0' r.-_.-_.-.-..-_--.. �- _�"�_. - .. _ r s uj aa - WN TES `15+00 a 30 <9 Y 3 �cn X 0 CL W�dE)(TFE ELEVATION DATUM WAS DERIVED FROM `1A4 - WASHINGTON ---Q--- ----� I 4 ! 17 -Y-464-, � ON COUNTY BENCHMARK NUM@MER � � � \ -: F• 's> �� , � I � �10 , � � Y-464 , SET IN A CONCRETE SIDEWALK AT THE NORTHNIEST CORNER OF TF1. '' '� - -- - ' BRIDGE ON BONITA } ._. _-�--- -- � , � •- - �� - � � ' _. ---- ,' L ROAD OVER I-5. ELEVATI01� 188.837 - I W4 / HIG++ CON::RE TE WL!L A 301N1 TA F IRS PHASE , 1.w tip,:,.• J i I 9000 I t ' J ,- ,✓ I I ' I � I 5TORM NOTES l l STORM Mf.NHOLE: 0 + ' SANITARY MANHOLE 5 SANITARY Im EXISTING CATCH BASIN STORM MANHOLE Q CG CATCH flA:�IN LEGEND RIM=158.0;) RIM-1.70.97 RIM-156.83 Q MANHOLE ------------ EXISTING CURB LINE ' = RIM-172.38 RIMm 134.22 EXISTING FENCE LINE (� EXISTING STORM MANHOLE cs yg{y a+ IE IN(S): 1'4-6.29 (12"CONC) IE IN(S): 161,61 (12"PVC) IIE !N(W): 152.68 (12"CONC) IE IN(S): 163.71 10") (E IN W : 129.19 (12-PVC) a - _ ( ( ) - EXISTING BOUNDARY LINE C) EXISTING SANITARY MANHOLE ++ (S): 152.E-3 (12."CONE; IE �J 1(N)• 163.52 (12*) IE OUT�E): 129.1 12"PVC) IE OUT(N): 14fi.25 (i2"C,t�NC; ( ) IE OlJ- S • 161.27 /12-PVC) fE IN rt )��' • STORI�i i,AANHt2LE STORM t'.�ANHO'E IC' f.1UT(N): 15?.40 (i2"GONG) 5AN�1- ARY$MANHOL,E SANITARY MANHOLE _ - EXISTING CONCRETE G SIDEWALK LL NE t EXISTING FIRE ,iYD�tANT rINEaj - J R M (f! EXISTING W/'TER METER ` RIM-158.79 RIMS 172.77 to CATCH BAS(P' IE IN ';W): 151.95 12"PvC RIM=135.02 " -- EXISTING BUILDING LINE " IE In W : 12P.27 12 PVC - - - EXISTING OVERHEAD WIRE LINES A EXISTING WATER VALVE i IE IN(S): 147.69 (12"CCN�C j IE IN W': 182.07 (2`CONE} RIM=158.07 IE IN SW): 152.05 12 PVC TOPOGRAPHIC SURVEY (•) " ( ) " + » IE IN SE): 15^.6? 12"F'VC iE INiS : 121H.99 �i 2 PVC_1 EXISTING GAS LINE IE IN(N): 147.67 X12 C(>Fit;) IE IN(S): 161.94 (2 CONE) IE OUT(S): 153.44 (12 CONC) IE INE : 151.95 12 PVC 'E OUT E) 118.10 (12 P C) co ( » ) - EXISTING FIBER OPTIC LINE I p t !E IN(W): 147.66 (12"CONC) IE OU 161.93 (,j"CiNJC) IE 0 T(E): 151.88 (17_ PVC) U SANITARY MANHOLE EXISTING CENTER LINE �� EXISTING TREES u LOCATED IN THE NW 1 /4 OF SEC. 12 _ `r-� �, IE OUT(NW): 147.5fi {12"t;ONC) �1i} CATCH BASIN 03 SANITARY MAh1HU;E EIMN1SE)41?35.87 (10"PVC) - -- _ EXISTING 1FT. CONTOUR x TOWNSHIP 2 SOUTH, RANGE 1 WEST, .I�., CATCH BASIN RiM=15s.0:S RIM=162.08 , " EXISTING 5FT. CONTOUR EXISTING STREET UGHf y ch � STORM MANHOLE RIM-172.35 IE OUT(N): 153.58 (12"GONG) IE IN(S): 150.2.8 (12"PVC) 1E 0 T(N): 135•+5 (11 PbC) � - 12'SO - -- EXISTING STORM IJNE EXISTING TELEPHONE RISER _j CITY OF TI GARD, RIM=162.851 IE IN(S): 162.54 (12"GONG) IE OUT(N): 149.98 (12 PVC) Q SANITARY MAN SOLE --- --- EXISTING S;NITARY IJNE EXISTING MOWER RI SER WASHINGTON COUNTY, OREGON IE IN(S): 148.32 (12"CONC) ►E OUT(N): 162.68 (12"GONG) Q4 SANITARY MANHOLE EXISTING SAM. MANHOLE - 9'w ----~- EXISTING WATER UNE RIM- EXISTING POWER RISER f; Q IE OUT(S): 148.2;' (12"CONC) R!M=138.133 EXISTING TELEPHONE LINE . SURA' JUNE 20, 2000 � ',:ATCH BASIN Jr- IN : 131.16 12*PVC IE IN(N): 154.36 (8 P,/C) EXISTING taOWFR UNE �' EXISTING MAILBOX n STORM MANHOLE 4lM=158•gg IE INE : 130.83 (12 PVC) (� SANITARY MANHOLE EXISTING WAIL UNE � EXISTING SIGN �"Lj Ami Q i 1 W 3071 1 P RIM-163.73 C C1 ) ( 2 VC) RIM-157.03 * W w, IE IN(F7M�: 153.01 (F! CONE) IE INSWI): 150.81 12`F'VC� 'r co m IE INS 154.14 12"CONC) IE IN(S): 152.66 (12 CONC) IE IN(S : 150.811 10 ►r�VC (�) ( ( ) 1 EXISTING BUILDING EXISTING AC EXISTING CONCRETE !F_ 01 T E): ?50.5 (12"P`�C) IE OUT(S): 154.04 (12'G'QNC) IE 01J�i(E): 152 61 !12"CONC) 1) f ♦H ` r ..._. - . .•. - :'. : .• .: ,... Ide le� 111!.11> w'NialIcr,aI-.IwI.,t,uMtswlkll¢tl5l . lI 11 11a.1v1l . 1111!11 Ill 111!111 l1111I eT C'I 111I11LeaduLrr ►o II l2 I3 14 Ie l7 Is 10 ll 1 IINlIIII I tllllllll{IIIIjIill i 111111111'IIIIlI11a1all'l:lzlSjlUiF1'l I Illi! f IHij Ilt I Il.l'lal.i:, l. !, a.l'.._ 21 222 23 24 25 26 27 28 29 30 ; l 1T .f r. $. pw :.t. S '1( , r>' 4: lk / r EMERGENCY ACCESSANAEIT0. J III NI t III fF! O UTIU YPRIVATE ACCESS N Y PAR0011 EASEMENT FOR 'HE OENEnT R Di PARCEL t. IW 1917-Oe2 1 _ ll, TiTIOfJ PIAT 1997. 0 .. 8<" / — — — — — — — — — — — — — — — — — — — — — — — — — (- IIS` I . /--BIKE AND PEDESTRIAN / — — — — — — — — — — — — — — — — — — — — — — — — — - y,-.� Q EAtEMENT PERO 15' WIDE SEWER EASEMENT DOC OSION �/ 29 _ S I PER RK. 660. PO 393 I i GC.r. 'TA COUP T ' El�tAi PARCEL. 1 T.L . PAR O PON PLAT '997 - Z ! I . L . 640t" 401, PARCEL C, PAR TI TION P1.A i 10.9 0,. ' . ;A" PARKING - I 00 1R FLOOD I a / U CONDO PLc NUD I ANT / / \ J BUILDING JI .F`ItiC Is,rex as 017't *FE 12ee.9 - � � u , �/ \\ I $ �� P4R L 1 �\ �v �,,a 1as5i i, OF DOC ND 2 002644 \t 4 ins or 214.377 'SOU�FFEr 1 \ \\:\ \ \ \\ \ \ �\ !� _ _ _ o / 4.921' ACR t I l �. ♦ i a .lust. o W3 FRAME J .. Ir '..• L o;,�Ll, 1 \ M6� A� V '�,t . I � � o Z _ \\\ (y \ CHAIN LINK F'.NC: 3nRPFD W:RL iFIP \ \ cm 10 13.02' ` , ,. r -I �' -... / \\ •., -\� 1 I \) \ \ 1 Z 01' 07' 35" E. .. 1,2ft.47' / - II \` -\ --� \ !f. I 01 F 4 •-�3+sr \ \1 NO FAR✓ T ` {,,� 6 `a,w— GARPGE O \� LG FOOL AREA {{�� \, \ .. •` A4W7 PARKING �-"�..,, IR \ 1 \ 1 �1 1 a o nP N fLY DE m CONDOS -^-r`_` &� 25 23' ♦ _ �! I, �I 1 o * 0�. § 9 FRAME / C-` \\ A �I _ _ "' ` CHAIN LNn FEf, t Y (\ GARAGE _ -. _ I N IA \ \\ 4 eL� WALT W\ \ GARBAGE DUNPSTER WD FRAME Za 1 w �. . . . . ('1 /I�� ,� ,.fin + h / 1 I UG EL C TRANSFORMP: C Q \ A \\ \ W/ CHAIN LILK FENCE T. L. 90110 h - n �f \ �., �\\ I LcE AOS :ll�'E RISER 17` A DUPLEX PARCEL 2. \ O I, T IIT , �_ -CATV RISER WO FkPIAE 1, -`�` OF 0 NO. 20 0-00 94 ♦ YN FRAME 13 _L_ . 14_ }� } ' qq '� OHW ^IO \ 900f"- n 11 28,486SWARE'J ` �\ \ BONITA FIRS PHASE '11' L. 0.654 AC4RES $\ ` , 4 `► ,- !'TA FIRS PHASE 'll' \ \ `Qi J ) I L -- ,� J \ / I sS !o Z \ 15' WIDE SEWER EASF]IET1t 30.01' 3a - I}p ®. . � � &1196'18 W ROOD' -rn lE 3 SAi 1 63.3:' '70.00 I \ Q v \\ \ \ \ \\ PER BK. 680. PG 100 - - !GOT1i 't5.'fi� F ,,1 TSM ^Y _2 , I __.. -..oo Z Z t ' \ / / � ' -Tl-� - Rt1t T1R I . ,1 - g�,y�/��F t A ,JO AS r+ i I t 4 4 -ter- u I �• _. fai..13r00 p� ., v I '°`.•_' a _ , . ___ _47,09' 1'x+00 O l�iILLJ A +— ' JF - 7b.. - - v '�� a c`1 � ofa. 1 �K 246' E' ib6'te'Y(l-511.19' t - '.✓, I - it r. c 8'r/- HIf.P. CONCRETE WALL DEMOLITION NOTES i� j LEGEND 1❑ REMOVE EXISTING FENCE AND DISPOSE OF OFF-SITE. '" i' �� 12 CITY OF TIGF.RD WATER DEPARTMENT TO REMOVE EXISTING �- EXISTING CURB LINE ® EXISTING CATCH BASIN L':.I REMOVE EXISTING GATE AND DISPOSE OF OF'F'-SITE. WATER METER AND CAP WATER SERVICE LINE AT RIGHT'-C'-WAY. ;Y R I • n : DISPOSE EXISTING FENCE 13 TING MAILBOX DISPOSc OF OFF-SITE. -. EXISTING STORM MANN 3 M REMOVE EXIS LBO � OLE ❑ REMOVE EXISTING GRAVEL. DRIVEWAY AND DISPOSE OF OFF-SITE. ❑ N EXISTING BOUNDARY UNE (� EXISTING SANITARY MANHOLE - 4 REMOVC EXISTING -AS LINE AND DISPOSE OF OFF-SITE. 14 REMOVE EXISTING SANITAR" LATERAL UP TO RIGHT-OF-WAY 5V h E1`15TINC SIDEWAIY. LINE ❑ ❑ �- �� EXIS-ING CONCRETE LINE '6 EXISTING FIRE HYDRANT CAP EXISTING GAS LINE AT RIGHT-OF-WAY. AND DISPOSE OF OFF-SITE.. PLUG LATERAL AT RIGHT-OF-WAY. — EXISTING BUILDING LINE EE EXISTING WATER METER SEE NORTHWEST NATURAL GAS PLAN FOR FURTHER INFORMATION. 15 STA: 10+99.17 21.92' LT. BGNITA TO STA: 11+59.21, 22,C1' LT BONITA. t 9 Lj EXISTING BUILDING _ _. OHW -__ - _ EXISTING OVERHEAD WIRE LINES a EXIS'1NG WATER VALVE 5❑ REMOVE EXISTING POWER LINE AND DISPOSE OF OFF-SITE. REMOVE EXISTING SIDEWALK AND DRIVEWAY DROP AND DISPOSE OF OFF-SITE. R op k —G — --- EXISTING GAS LINE REFER TO PGE PLAN FOR FURTHER INFORMAT.ON. 16 REMOVE EXISTING SANITARY LATERAL UP TO RIGHT-OF-WAY U O r1 '� ---- TV -- --- EXISTING FIBER OPTIC LINE 0 L61 EXISTING TREES REMOVE EXISTING BUILDING STRUCTURE, FOUNDATION, AND ❑ AND DISPOSE OF OFF-SITE. PLUG LATERAL AT RIGHT-OF-WAY. V - - --- EXISTING CENTER UNE V ASSOCIATED APPURTENANCES INCLUDING ALL UNDERGROUND m of EXISTING iF7. CONTOUR TREE., TO BE REMOVED PLUMBING AND DISPOSE OF OFF-BETE. EXISTING 5FT. CONTOUR r' Q R _ u REMOVE EXISTING ASPHALT DRIVEWAY AND DISPOSE OF OFF-SITE. 2 .� rs EXISTING AC — --.12'x— — EXISTING STORM UNE SS EXISTING SANITARY UNE Q c -LT EXISTING STREET LIGHT © REMOVE FXISEING KEYSTONE WALL AND DISPOSE OF OFF-SITE, -••• EXISTING WATER LINE GRAPHIC SCALE __---- - - - EXISTING TEUMMO IF. LINE EXISTING TELEPHONE RISER 9❑ REMOVE CONCRETE DRIVEWAY DROP AND DISPOSE OF OFF-SITE. - b W E- - EXISTING POWER LINE 5 EXISTING POWER RISER / a 10 REMOVE ETSTING STREET BARRICADE AND DISPOSE OF OFF-SITE. ----------- E)OSTIN3 WALL LINE ® EXISTING GAS METER � IN FEET J _ r ' I EXI5TMC CONCRETE X -- X — PROPOSED TREE PROTECTION FENCE EXISTING MAILBOX it OWNER TO COORDINATE WITH BONITA FIRS HOME 0':?:En ASSOPIATION / %ACh 8 3O ll, FOR REMOVAL OF EXISTING CHAINUNK FENCE_ - _ _ �Q1RI STIa► wA�a S. I � . .; -rlui n�l�il I III I I i ICI' IIIIIIII I HII II�InI !qnl II u I 1 , VIII I II nIl Iq I I ) I Iq ILII Ilp R IIInn�In:IIDI i N �u Ipllll II�IIII�III III I I III� 'illll - 3 +1 b Ic I I Iz Is 14 le 17 19 to ao I za a3 4 a'e a 27 2e aG 30 i u^ v.. ^wn � I NGr'H f✓Akw.ING i �' i— •_• --r- � r � _ r ! l 14 !I ,d .. ? CONDO CONDO y CONDO CONDO I � ' � O BUILDING �� ` BUILDING �� BUILDING BUILDING I ` .-- ' /gyp� !3 J T. FLOOD NXJNWV�( www ww w.. w�.��wwJl�w vp SM42 N\ VV I t ' - rdS I UJI ra 04 XD/f) 1 : UJIIxCLw b cy- ----_- , I ti •••,,,,� GARAGE ASPH PI►FtKI►,G1k �{ c 1\ \ \ `'� { r si1�•� _ , I ) FRAM \ . --•.i 1 \ \ � l � � � L.� ui �- `\ \ \ CONDOS v ir� ,\��1co �j n Wo FRAME Cl. I !. 0 \ r\ `. PILI IEEE VAUI i L.. \ \ GARAGE: _ .. 1-0NI rA FIRS %ASf ill \ \ \ �' GARBAGE DUMPS'ER WD FRAME I 'RSC �� :�`� ' \ \ i 1 ! V// CHAIN LINK PENCE , \ \ 1 TRANSFORMER 1� a Z v o a , � � ►� \ I, ,.- RISE C9 \ i ELEC R S R DUPLEX ,1� ' CATV RISER L WD FRAME . �--�" \ \ , , C) O 110 80IVI T,A FIRS PHASE Il \ 1 ` ! . i 9 `)V�. .� � � ".•J � 1 +vim .' I • ` \ _ . \ 13" JADE SEWER EASEMENT t: I- ! 1, ~\ \ I .4d i (L' LU 0 ",-15, _ PER 134<. EdO. PG 4011 _ 1 _-_. f' .. .., — fa 7 2- h,-. _ ' ... .-�,....- -ew-G,1 j w \ I \ ( ( �-• I \ \\ d _ _ ._-.. •rte:ems Jn ._.._ _ - - .'J a J �.. - 1 iT--•-� \ � � I � I I +r lu �G001 I ci LEGEND U i 4. .•—.— __--...- PROPOSED WMT 'JF WAY �' � z W .. „ •` �,{ •• - -_----- PROPOSED hRGPERTY LINF POINT NUMBERS OF a � a —•-- - - PROPOSED (ET"1TERUNE: TREES TO BE REMOVED POINT NUMBERS OF POINT NUMBERS OF - b PROPOSED CURB UNE NOIES� UNDER FOREST DEF' TREES JO -BE-REMOVED j$EFS TO B-SAVED 2017 192C ' 2?.81 2311 El(ISTING 00 NIFFIMS TREE TO REMAIN TA,XLOT 500 IS ASSESSED FOREST DEFERRAL. 2018 1921 2262 2312 \ �' 4'' 2023 1947 2.283 2 317 OP''.Y T'tEES OVER 12" DIAMETER ARE INCLUDED IN 2024 1963 228'1` 2326 EYISPNG DECPJOUS TREE TO REMAIN THE ADJACENT SUMMARY TABLES. 2025 1985 2285 2327 GRAPHIC SCALE 47- 2280 2350 2287 2346 EIOSTINGi CONIFEROUS TREE TO BE REMCVED 2288 2373 2291 2 347 2289 N ETOSTING DEC UOUS TREE TO RE REMOVED 2290 22w6 1349 � IN FEET 2271 2297 I 2272 2298 1 inch = 30 f1'. 2376 2299 X X PROPO! D TREE PROTECTION FENCE 2300 c\I i, 2302 c t 2303 4 TREE _PROTECTION NOTES: 00 TREE PROTECTION FENCING SHAH BE 4' HIGH ORANGE CONSTRUCT ON FENCING, WITH STEEL PGSTS PLACED NO FURTHER THAN 10 FEET APART. "U� � R N � a _j 0) F'E:NCING TO BE INSTALLED PRIOR TC BEGINNING SUBDIVISION CONSTRUCTION. m � 01 CONSTRUCTION LQU!PMENT IS PROHIBITED FROM ENTERING THE PROT'ZCT'ED &; AREA UNLESS UNDER THE DIREC'nO N OF THE PROJECT ARBORIST. 4 . " x 'I EXAMPLE: TRENCHING OR OTHER EXCAVATION METHODS NATHIN THE TREE t PROTECTION AREA MAY REQUIRE MODIFIED CONSTRUCTION METHODS SUCH ' ry AS T'UNNELlNG TO PRESKRVE ROOTS. �r • " . „w,w•nns+n,••"...o.a.•.-,.". .... ._ _ ..._..,....—..-._...,..,.» .,......_.. _ _ - „-Pte»*.elwlrlM' r -,..w_ ,.,.. .k�M' ,:.:•:uY::' V1*11{e a1.I+MM <�1�9+61 .4.h Mi :. :..nu•a..:t VNfa' �.rWIF•' - ,. Loolmury (�+m'!I!i�l!Il+l!IiIIIU I illllll�;lltlllll Itllillll Illl�lltl II!Ifiill llli� II!4!:;IIIIH 11!1'1111 !I'i�llll !I!1�111111111�11!I illlllll! I!I',I I�1111 11lIIN I'm1 1!I Iltl 111 11 I)t lIII !11411a ill! ill 111"Ili" I 1 t 111 1 1 I !III II,! Ili!',ul''!I'!I!!!I !!' 1'8 13 14 IL1 17 19 19 a0 al ;�? 33 24 a°3 2e 27 218 29 3'0 ! f I , s .. #. a '1 , II S N 9�S -� - - _ _ \ i ^- -1-... I 0 ' / / EASEMENT PER / / - �� .. 15' WIDE SEVER EASEMENT / - �7I EMERGENCY ACCESS RASfl1ENT O PEn W.. 660, vc 303 / / Y PRIVATE i�T�B amijl I OF PARCEL 1, PP 1907-061 I . IIt \ / LOTS WITH LOTS WITH a SLOPES BETWEEN SLOPES GREATER � 1 I / /�p,I/�'�1� BONI rA CO(iF i- III 10% AND 20% THAN 20% ASPH PARKING ii�fi..`.fc�`% o - }� j I i ; _ LOT 2 LOT 1 a `' / vi \ CONO' CONDO t � CONDO CI I '.I _ LOT 3 LOT 13 r / BUILDIfv 3 'LDING I\ BUILDING BUIL' ,.: I; LOT 4 LOT 14 I -' LOT' 5 LOT 19 56- pp ( IL _ 1 \J y LOT 6 LOT 20 z - /100 WALL 1 WALL 2 WALL 3 / �i7 f -��_� _ l �¢ �10b LOT 7 LOT 24 - : 1 /// --- _ \ LOT 21 LOT 25 j`E(I 8 SO.50 - LC `_. ..-. `` LOT 22 LOT 32 �^ oW 1 .0 -`-------` " -1 LOT 23 LOT 33 a S +k r\ 4\ - 1 LOT 30 LO( 34 E 00 /f BW 143. _ 7 I LOT 35 LOl J9 1 PAD W-1 -- 1 s -- _ _ �4 0 T 1 V 32 -_ 'f LOT 36 LOT 40 a / / �T P EL .5 PAG. EL+154.51 P ' ,3 � E LOT 37 LOT 44 I / ( / ��- � �- a PAO ELs170.0 : LOT 38 LOT 45 rn I I S : 1 I _ ,• r-.-"='" L_.L LOT 43 LOT 48 46' .I1 �•~- s134.S 1 r 31 - rr LOT 53 LOT 49 a IP136.a' _ :I 1 31 PAO +160. LOT 50 + }} R^ \\\ '•. ' I �-' _ -„' p 6 - �+ AD EL-16&5 - - 1 .. l �- LOT 51 4r' _ ll i AD s .01 \ • I 1 35 L.. LOT 52 O .J - \ y \ .n P IAD EL 155.3 s4.s I d7 •. \ / L -- ` 10 r I PAD. EL�156.0 1 EL+1. 29 30 b 36 / I PAD EL-157:0 1 �P 0 26 ` 7 ', 2 1 IP ELI �6.SLK PAD Qs167.5 - ---i P�+D 156 S 'PADj� PALM EL.I -\ X37 d / r AO 136.0 _ s al iS7.3• T 59.' I 16?_.5 Pl4 EL-19 _ 0: \ / �_�_ _� • -_- - �/ 1 S 4 ATIOy(OECW) (D_CK) • • --- Wt O 33 R� EL 36.0_ A PAD ELPI. h -.L,,. PAD EL-185.5 I Y z LLP I � a � I z 1 LL! N � lKingo- +-... r,. 13250 1 I a o viO CONDOS .- •� I l lti.. �._ PAD EL-15 4 3 r Q \ ,1 II,, ON . , P,4 SE x _ 50_ �L+��g58.$ 43 42 41 I 40 : `--TELE VAULT BONITA FIRS ASE lI' t\ FRAME 1 ' P 0•.EL 16? I '� (�r1� //77�� E/'� GARBAGE DUNPSTER _ 3 11 1 1 �1 j {\ W/ CNAIN LINR FENCE T. L. � PAD EL+131J.0 �p UC ELEC .L�i \ \1� I 9lfUO 11 � I DUPLEX 31 J I • -L 67. 1 AD EL=P.4D EL.IPAD EL- 1 I mANSFORraEP m ` 89.0 IUv.0 170.3 "- 7 -ELEC RISER -, - PLAD.. EL+1 S I -CAN RISER �\ X110 FRAME x film EL+136. AyTI �` 5 wY. \ V BONITA FIRS PHASE %/' \ T. L.. 9000 52 I � ,5 4 > ' LU _ I h. � I I- EL+136.3 � _� �. -I x - a3 AD Eu.laaa'' �= PATI EL-167.5 V._. .L---e-w \� \ � - i-15' "DE SEWER SASEMENT \ '.� PER 9R. eea PC 4116 -s -i's�. ami 10400 J *' I ` 200 " .. 002 - - _. w . l_ ' ... ' \ ♦6331 I ' p i { . .. Q� S*LAWIth itill 6'*/- HIGH CONCRETE WA. -.� _- ,!'A QRS PHA I LOT 13 LEGEND i 11MMIOEE TDP a LOAM. TL00MMH011E 700*MK LOT- - .OF'JAtL.1 n 150 PROPOSED 5' CONTOUR UNE LOT U 1 154 .. _--- _- 140 PROPOSED V CONTOUR UNIT 101 OF WALL -_ TOWNHOMIE 150 PROPOSED RETUNING WALL 152 _-_--_. _ _ 1 -X -X- PROPOSED SILT FENCING Lq 146 r-- -. -- X -X- PROPOSLU TREE PROTECIIq! FENCE _ _ _. _- _ L- _ ,.;•;' c, _- 07. 1 .2 0:.�o DAYLIGHT4o eD 1 `�+oo- 0+10 --0-2C 0+27.13 �' ',,.°1 1 PROPOSED GRAVEL CONSTRUCTION ENTRANCE BOTTOM OF WALL DAYLIGHT UNE $ - -{}--- UNE WALL-3 ® PROPCSED INLET SEDIMENT BARRIER 9. 740 -- -- - SCALE- 1'.10` Na6zOrror LOWSCAB: 1"-10' Nawz GRAPHIC SCALE J -y 0+00. . .L410 0+30 0+40 D+SO 0+60 r.t11 vm t'.t0 VERT. TW 150.00 PROPOSED TOP OF WALL ElEVh110N L1 - WAI 1 LW'RUOIET LOU Of � BW 144.50 PROPOSED BOTTOM OF WALL ELEVATION .FO I1J 1 Jb 01 ti B,rrTOM a WALL ---- -- -- - -- -. . . . ^'.}u VERT. 0+2U --- - - -- --- ---- - .-----�-- - _--- -- -- .-1 ---150 --- DOST14G 5' CONTOUR UNE IN F!£T GRADING NOTES 1N' -- " C` _- -------- -"--- "-- -- - -- + LTOSTNO 1' CONTOUR LINE 1 inch = 30 ft. Q' II MDF-' IF CLONS1RUCTION OCCURS DURING WET WEATHER, SEE Iu _ EXISTING CONIFEROUS TRU TO REMAIN .� X 'REPORT OF CEOTECY.NICAL ENGINEERING SERVICES', APRIL 24, 2003, PREPARED BY CARL SON CEOTFCHHi..AI, FOR NET HEATHER MEASURES. OtWDI�STBW; DEODUOUS TREE TO REMAIN SEE SHEET C706 FOR HAUL ROAD SECTION AND REIAIW40 WALL DETAIL 04M 0160- - ONO .)4ItID {��y WW W 0 INSTALL INLET SEDI1(:.T17 PROTECTION (TYP.) SEE SHEET C105 FOR DETAIL WALL-4 IlOTI ar WRI 6An�9NT Ixt SCAT 1•.111 I ORI HFTIE aEE SHBT C2W FOR 51REET SECTIONS U5 m ro n OINSTALL SETMMENT FENCE !TYP.) P.1d ITEM. MOM @LOOKS SOW BELOW oAVU W SEE a3I E 0105 FOR DETAIL ANE ARE DAIDM. lAOXJTY I7� GTT I„ii�l1 { �nplu ulljln!il n�ul ITR MITE 1 j It 1 I,tRI l (it �ilr I np NI I Iuull njI I Iu;i 1 iIIII uplli I n prnl I I I. I 1111m IUIIu.. uIj I �dup ulnlqull n InIi II VIII y nj11 roK.l. l b k� r I is I9 r4 1 " Ie I7 Ie Io �0 I 22 22 24 25 26 Y7 zI9 219 30 r: 9t:, e • J e Z't i 0 L0 ! \J 0 CJ V1 i c QIg DUMP STRAP �� 2 EACH - -�- O r I" t+'" ��Hti• \ DUMP STRAPS 1' REBAR FOR BAG REMOVAL EXPANSION I FROM INLET RESTRAIN I :. .... \ �� '• ; :' . • •,a ' :y. • , (1/4 N.'LCMI ROPE, o ._ oc v . s silo -DUMP STRAP 7' FU1T WASHERS) z / �o ;:D:•.Q;;. .:� p d+' •I ' i rJrCONTROL BAG CK' ORQIlAL, �o=' a �A N f ,• '" QA TAI _ \ RADIUS - 25' MIN. CLEAN PIT RUN OR 2`-MINUS GRAVa ! ,,�1 'Cdi SUBf'�ItAOE REINFORCEMENT • ._;�::.•' •. \ - M \ v^EOREXTILE. AS REQUIRED p" '•' • • � • '�'• •' B MIN. ^► U t •- DEPTH CS STYLE LENGTH WIDTH DEPTH �� W •20' MIN. FOR ulNrt l FA411LY AND DUPLEX RFS�OENTIAL F• i ::• Single es f� Q • OU ar es `� PLAN V1 E:"' NTS - I, GRAVEL CONSTRUCTION ` ENTRANCE CURB RAMP BAG DEPTH \ to Top of Plpe PAVEMENT NOTE: 1. The dimension chart above is for standard catch basins and lnlb<s only. The contractor is responsible V for providing the corYect size device for each inlet. °' �'� � /��j\�/ �/ 2. For non-USA standard c ch basins and inlets, the contractor snail measure dimensions ir, the field and rIPecx /�\/\�f /�� `,��'l order the appropriate sizes). O ,n- 3. The Inlet Sediment Control Device shall be of high flow design ( 200 gal / min / ft2 ), as per the �---- -- i' ...• ' ; !�- manufoct firers specs. o - ~` 4. The Sediment Control Device shall be inspected daisy by they contractor and mointained a minimum Q once per month or within the 48 hours fdlowing a storm event. 5. Substitution of a sheet of filter fabric placed over the opening of the inlet is not approved. INSTALLATION DETAIL 2 IOTEF,: 4 Cr 1. ZT,-CING OF BAGS REQUIRED USING NOTES: I �• INLET SEDIMENT CONTROL DEVICE PROFILE ROF (2) 1 X. WOOD STAKES OR APPROVED 5W9L F_AM_I�Y � z Z f- f�\J f�l L E 20' LANG BY 20' WIDE O a NTS - EQUAL PER BAG. 6' OLAP OF ;' MINUS CLEAN ROCK. SCALE: N.T.S. 2. SURFACE MUST BE SMOOTH I�IE�L w M U BEFORE APPUC�1110N. �' LONG m' �' BOE U O 3-6' CLEAN RXK. --------- GOVEI.WNG AUTHOR17Y MAY REQUIRE N V) CHECK DAM SUB-S(ML POTE)ni LE U O f 810 FILTER BAG Detail Drawing 4-14 Z GRAVE! ENTRANCE Z NOT TO SCALE EROSION COWROL MATRIX M REJ�.)rENCE: EROSION CcvJiROL PLAN TECHNICAL CUICANCE HANDBOOK F-R-0510N CONTROL, MOTES I� •j _7- sL I PJ n ._ Sm INALES x BASE M' ASIIRES -- CIX QOX <15X QOX C30X <50X >50X CATICH BASIN DITCH (CWS1JMl�71CN/l�li01EC7W) 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND W DRAINAGE DRAINAGE MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, 1N ACCORDANCE NTH L.1 1. GRAVEL ('ONSTRUCTION X X X x X x LOCAL, STATE_. AND f EDERA! REGULATIONS. o ENTRANCE (SEC. J.A?) p V ) 2. THE IMPLEMENTATION OF THESE ESC FLANS AND CONSTRUCTION, MAINTENANCE, j * ti?;►^+NQrirS 'irn: i� w r,rv_e a� w„; y, SEDIMENT FENCE OR REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF' THE BARRIER O TCI£ OF DISTL4MM X X x X X x x CONTRACTOR UNTIL, ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL AREA (SPEC 112 & J.J.3) ► JURISOICTION. AND VEGETATION/LANDSCAPING IS ESTABUSHED. THE DEVELOPER SHALL BE I -+--- -_ RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. ' 3 UNDISTilRBE.D fiUf"Eh` O J'C)E OF DISTURSt'D AREA 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY (SEC. J.J.5) MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO - -- -- - __ DISTURBANCE BEYOND THE CLEARING UMITS SHALL BE PERMITTED. THE MARKINCCS SHALL BE 4. SEDIMENT FENCF INSTALLED x X X X' x MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTPUCTION. ON Cf NTr.1URS (SPACING) 000') (I SO') (100) (5C') (257 0 0 ' (SEC, J.32 ( ) 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH o z 5. TEMP INTERCEPTOR DIKE'S/ - ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT H 51NAL''S AROUND hGTYVE tAbR1C SEDIMENT AND SEDIMENT LADEN NATER DOES NOT ENTER THE DRAINAGE SYSTEM, � 4 I Z AJ (' J. 1 ROAi WAYS, OR VIOLATE APPLICABLE WATER STANDARD.. AREAS (SE J.J 1, .. 6. CHECK GAMS 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM`REQUIREMENTS FOR ANTICIPATED a_ < SITE CONDITIONS. DURING CONSTRUCTION PERIOD THt.._ ESC FACIUTIES SHALL BE UPGRADED (SEG. 3L.113 O 3.3.3) X AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND STCXcAI DRAIN INLET SEDIMENT LADEN WATER DOES) NOT LEAVE THE SITE. PRO11507UN BARRIER X 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND -- - - MAINTAINED AS NECESSARY TO ENSURE 714EIR CONTINUED FUNCTIONING. t IIE1 iATHQ? MEASURES 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THE`! 1/3 THE BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO S. ESTMKISHED (BRASS • • • • • PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE (SEs~ J.7.6) I C$ - _ DOWNSTREAM SYSTEM. t?. 2 -AIIN S.FAIR' MULCH O 0 O 0 0 0 0 8. STABILIZED GRAVEL ENTRANCES SHALL AE INSTALLED I.T THE BEGINNING OF CONSTRUCTION n u COVER (SEC. 13L 7) e AND MAINTAINED FOR THE DURAIIGN OF THE PROJECT. t JDITIONAL MEASURES MAY BE ICI £FtOS10NBLANKET Wr 0 0 0 0 REQUIF-0 TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE �I 9 ANCNt3RS (SEti. 3.3.8) PROTECT. e� �1. 8-ARIL PLASTIC SPIFFY D 0 O • 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL fiE PROTECTED UNTIL PAVEMENT N -� 4'!�vEF (SEG jug) 0 • • SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 2 N 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIRLE. +� 12. SELMMEN T' TRAP OR POND 0 0 0 C rT� }`° (SEE J.3.1G) 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF --- ---------- -- - CONSTRUCTION. ao u; POST COKSIRUCTW -j 12. IF THERE ARE EXPOSED SCALS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER 1ST v Rol..j 11 NMTABUSN GR%,A t) X X X 1; X x X x X THROUGH APRIL 30TH, SHF' WET WEATHER EROSION PREVE14TION MEASURES WILL BF IN EFFECT. ��.+ ►• _j 0) N OOVO OR LANVISIC.APE PRIOR ► Q1 SEE THE EROSII'1N PREVrN110N AND SEDIMENT CONTROL. PLANNING AND DESIGN MANUAL D- os E? TG �' (CHAPTER 4) FOR REQU!QEMENIS. z~ :y� O , 1Asult.s (SEGS 3.1>1 _ -•.I 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. Z 2 In � O 3 ItE'Y� z - BASE MEASURr (RrgtwtED AT ALL )YAIES) A e ALTi�U MATE' TO BASE MEASURE 0401CATED W PAWNTHEMS f,. "" �• OPT104AL BASE MEASUI.E, CAN USE A3 APPLICABLE QQ _ N -K ' , b5 • � 5!�lJilf�Tf TAl IIIET `AEA Ti11Eh' MEASURE' (NO�'�R 1 - APRN. 30) ^ 0 - AI.T1RNATIVE 11ET t EATt#R MWASIL RE 10 • J a0 1 NOTE. IF OlfFit.4E1VT MEAS OF TFC STE HAVE C ONSMAOi.Y DIFFMWT SLOPES, 1}�19E WTF MAY BE 01ND£D UP AND L R05JON ' SELfC�D FOR EAsCIi Ah!'F F1tGA1 1FIE APPROPRIATE 4?Oi.UMNI IN 11•If NA1R1X . ' •,,,........h.....,.•. ._._.. _ ,.,. __ _. _..._.._ ___._..__.... _ ._...._ -. _.__. . . _._...•...,,............, '� +k+Rr��«bwMR�M,ip;.w.arAbal�rnvw.nt .r �."' , lill'Ittl (111'111! t ' t I � � , .• 1 I wl CITI ( t I I I I I t I I ( I I ul uu nl i t N�r'1�•1'M to r 1 in 1 11 �sa I 1�7 I Ili! I I o , ISI r 1. n INt Iul IID 1 I. Inlln I�n11 un nn till u I In (1�l I I Inl nil uu un nl! n,l nlli!lull fill I u Ifs ul�l�! ; 1�3n 11�4�1 I Il�t Ilett t a, I�;! t1:9 120 i 30 t. F ,I � 0 , I 't! 6 4 , r nth, '•3 k i IKy,� 1d•�`..t 55{. Xp •' :9 „J y, y , I ]r 0 w U I 0i GENERAL GRADING NOTES CITY OF TI CAR,D GRACING NOTES W o a I� 1. CONTRACTOR SHAII REAM ALL. TREES (MARKEDRU ), SHRUBS, RUBBISH, AMU MAN-MADE S'rRUI'TURFr INCL DING, a DING, BUT NOT LIMITED TO, CCNCRLTE SLABS, SPWTS, WALLS. VAULTS, FOOTINGS, ASPHALTIC r-AVEL SLWAcEsGRAVELED AREAS, 1. THIS GRACING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING. Ett EIMI(i1MENT OR STRUCTURAL FILL = 8C.4 4'-0' � J SHEDS OR OTHER FREE-STANDING BUI DIINGS CONS'TRUCTE D OF WOW, ('ONCRf TE, METAL, ETC., QUILL7ING FOUNDATIONS, WORK; IT h041Y PROVIDES FOR INfTIAT•IIN OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE v x `` J O n I C, FENCES, RAILING, UACHINS Y, FTC. FROM THE ENTIRE SITE. Tf;E ITEMS LISTED ABOVE SNAIL BE DISr'OSED OF OFF-SITE. CONS K)CTI I-DEVELOPMENT PLAN SET. � it 2'-6' --b'W IT SWAM. BE THE CUINTRAtCTO IRS RESPONSIBILITY TO VISIT THE SITE AND CONFIRM THE NUMBER OF ITEMS TO BE RFAKKD. 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. TiIE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT w _J 2. ALL BUMEL1 STRU TUt'ES (l.E. LEALP l_MIE:S, rM% TILE, AND PIPES) NOT DESIGNATED TO REMAIN ON THE SITE, SHALL CORRECTIVE AL-W)N, AT ANY TIME. BF ANBACKFILLED Z REMOVED D THE RESULTING EXCAVATIONS SHALL. BE PROPERLY AND COMPALT'ED Pn,',r': iO ANY GRADING 3. EFFECTIVE EROSION CONIROL, DUST CONTROL. AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER ST � OR FUMOPERATIGI�IS. THIS IS TO IWA.UDE STUMPS AND RDOT&W S OF TREES TO BE RFA#-NF FROM THF. SITE. r `� EMBANKMENTSOF STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION STANDARD OR FILLS TO BE CONSTRUCTED ON BOILFMtE fir► N r o 3. 1111 UNSI.MTABLE WATT3iIAl (SOIL VEGETATION) REMOVED DURING THE CLEARING AND (;fttlBBINO; OPERAT�^`!S SHAH BE LDTS SHALL BE CONSTRUCTED FROM EXCAVATED MATFJTWti ACCEPTABLE TO THE SOILS ENGINEER AND SHAH BE BROUGHT - 5� Cn N W i x ' REMOVED PY 1HE CONTRACTOR AND DISPOSED OF OFF-SITE IN A SUITABLE LOCATION AF'PROIVJ BY THE ENGIN FIR. TO GRADE IN LIFTS NOT TO EXCEL 8' LOOSE MEASURE. EACH UFT SHALL BE CGMPACTED TO 90 PERCENT OF MkYIMUM V w hC r == � p N O � ? N j � Q rte. Ltl �' DENSITY AS 09TAINED EfY AA�HTO T-18U COMPACTION Ts�ST. 4. Unn, ES RELOCATION REQ. - OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTF0 BY THE OREGON UTILITY NOTIFICATION - Z - N r7 + � -- - CFFiTER. SAID RULES ARE SET FORTH IN ORS 757,51 THRU 757.541. COPIES OF THE RULES MAY STRUCTURAL FIRS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING _S OBTAINED FROM THE c.ENTER BY CALLING (503) 232-6699 IF YOU HAVE OUESTXM A9OUT THE RULES, GUNTACT THE CENTER. SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THEto �` o NOTE- DAWV.L TO L!P,'JM SHALL RMIT BE CORRECTED AT T14E PEHOLDERS EXPENSE. BENCH EXPOSES SAND SOIL AN ' 'IDERDRAIN MUST BE PROVIDED. THE UNDENRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY 5. ALL EXCM MATERIAL (SUITABLE OR L;;.'SUITABL_E) NOT UTILIZED ON-SITE SHALL. BE REM(JVEr By THE CONIITACTOR AT INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON G'TF 12500, ALONG THE EK)Tr0M OF THE STARTING BENCH, THEN � c I / � THE CONTRACTORS EXPENSE. PLACING A SIX INCH LAYER OF 1 1/2"-3/4' DRAIN ROCK, AMD FINALi`� COVERING THE DRAIN ROCK WITH THE NONWOvEN FILTER � I �ry ,n M V N FABRK:. SUCCESSIVE BENCHES WILL BE CONSRUCTED WITh VERTICAL FILL BETWEEN TWO TO FIVE FEET AND 6E COMPACTED IN �I o 6. TREES Pio' DESIGNATED TO BE REMOVED SWILL BE PROTi:CTED AT ALL T1MFS, WITH BARRICADES. LAYERS NOT TO EXCEED 8 INCHES. FACH 6-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T•-180 � [[ y'�� w 7. EXISTING I9)III.ES AND OR LANDSCAPING OUTSIDE THE PROJEC' LIMITS DISTURBED OR REMOVE', DURING CONSTRUCTION SHALL DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH Q r DIAMETER SWILL BE ALLOWED IN THL STRUrTURAL FILL 1� x BE REPAIRED OR REPLACED IN-KIND. CONTRACTOR SHALL OORDttNlA7z,: WITH INDIVIDUAL PROPERTY OWNERS. W 8. OWNER/ENGINEER SHALL PROV&. TESTING FOR ALL FILL PLACED IN EXCESS OF t FOOT IN DEPTH. STRUM` RAL FILLS SHALL. COMPLY WITH APPENDIX CHAP'TEP 33 OF THE UNIFORM BUILDING CODE. CONSTRLAC'T)ON ON EXIST'NG ISLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING IIITO 1HE EXISTING 8MK A MINIMUM OF TEN FEET. IF THE I 9. ON-SITE WELLS 1*i BE ABANDONED AT THE EXF`9JSE OF THE CONTRACTOR IN ACMRDANC E WITH OREGON STATE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN• IF REQUIRED, WILL BE CONSTRUCTED BY o WATER RE."�(Xi1RCE5 DEPARTMENT REOUIF�ENTS. :n_ `-"LNG NONWOVEN FILTER FABRIC, EOUIVALENT TO EXXON GT- 12300, ALONG THE BOTTOM OF THE STARTING BENCH, THEN d 10. NO TOP-SOIL/STRIPPING MATEM SHALL BE PLACED ON THE LOT STT2Ut~Tl! EAS.RAL FILL ARPLACING A SIX INCH LAYER OF 1 1/2"-3/4" DRAIN ROCK, AND FiNALJ.Y COVERING THF_ DRAIN ROCK Wrrri THE NONWDVCN FILTER z z FABRIC. SUCCESSIVE BENCHES WILL BF CCNISRUCTED WITH VERTICAL ALL BETWEEN TWO TO FW FEET AND BL COMPACTED IN c� 11. A Y EXISTING TRU T IS REQUhtED 110 BE SECURED FROM THE CITY BUILDING DEPARTMENT PRIOR TO THE REMOVAL OF LAYERS NOT TO EXCEED 8 INCHES. EAZH 8-INCH LAYER SWILL BE COMPACTED TO A MINIMUIi; OF 90 PERCLM' AASHTO T-180 a _ ANY EXISTING �,'TRIJCNPES. ��p �- N Ln LLi DENSITY. THE FILL SLOPES SWILL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATE=RIAL EXCEEDING A 1s INCH �( (r DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL � I v-1 f � 0 TH£ GEOTECHNICAL EiGIINEER FOR STRUCTURAL FILL SWILL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF �'I ax - _ o STARTING BEINCHWI RK TO DETERMINE THE NEED FOR AN UNDERDRAIN LA __R AND TO '4fAFY EXISTING CONDITIONS. j Z � Z Q S. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SIMILE NOTIFY THE SOILS � � `t' 0 it tNr� � �� AND CML ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE v k`-' X8.1 U TIME TO REVIEW THE SITUATION AND PREPARE A ILMI TO PROPERLY MITIGATE THE WATER I]NCOUNTERED. o �o < a- 9. THE CONTRACTOR SNAIL RAF THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRIIILLLL, �v L.. t EEROSION - ,-} FOR 2 FEET OF FILL. 0 z \ Z c� ROSI CSN t-'�nY O TROLL NOTES EXCAVATOR MUSE COMPLY WITH ORS 757.541 THROUGH 757.571 klAI TTY PER-NOFIFICATION, ETC.). �rx' � LA_ y N LLI LAJ 1• COINTW►t.TQ;t SHALT INSTALL AND MAINTAIN EROSION j SFDiMENTAT10N lX)NrROt_ DURING CONSTRUCTION (ANY AIME OF THE YEAR) a rl a Q C O rinCV K Q Q PER THE 'CROS11O d PREVENTION AND SE:.AMENT CONTROL PLANS TECHNI^..AI_ GUIDIMICE HANDBOOK' DATED F�RUARY 2003 _b w - _ -6 N R & 000-1 CHAPTER 8. N I y o AND CHAIN WATER ^ERVICFS'DESIGN AND ''oINSTRuO`TION STANDARDS, BO TA TOWN HOMES SUBDIVISION x Q d Q 2. APPROVAL OF THIS EROSIGN/SEDIMENTATION CONTROL (ESC) PUN DOES NOT CON''ITIUTF AN APPROVAL OF T'ERWWEM ROAD GEO-GRID WALL C:C'NSTRUC710N DETAIL 4 --Q ' z N d Q OR DP.IYN#a DESIGN (E.G_. SIZE AND LOCATION OF ROADS, PIPE'S, RESTRICTORS, CHANNELS, WIENTION FACILITIES, UTILMES, ETC.) - Z 3. OWNER OR DE-GNATED PERSON SWILL BE: RESPONSIBLE FOR PROPER !NSTALLATK)N AND z MMNIENANCE OF All EROSION MID SEDM,IF7�IT cuwT?DL mEASURES, IN ACLYLRDIcdNCE WITH LnCAt., STATE, AND FEDERAL REGULATIONS. O SEDIMENT FENCE Detail Drawing 4-16 „ 4. THE ROPLO,4ENTATM OF THESE ESC PLAN; AND CONSTRUCTION, MAINTENANCE, 1 ^ J REPLACEMENT, AND UPI;RA W OF THESE ESC FACILITIES S NSI THE RESPONSIBILITY OF THE Y CONTRACTOR UNTIL ALL CONSTRLCTION IS CaFLM AND APPPJVED TTY THF. LOCAL w W . JlJrI15CJNCTTON, MI6 VEC�ATI,)N/�.AINOSt'.Ah'iN1; IS ESTABLISHED. THE OI�JF10+aER SHAi. BE w RESF'ONSIBIE FOR MAINTENANCE AFTER THE PROJECT IS APPROVE;,) UNTIL THE LOTS A?E SOLD. ` 5. THE o�`I,'►IOARIE� OF THE +'.I.EARIdNG LIMITS SHOWN ONd THIS PLAN SHA_L BE CLEARLY --� MARKED N THE FM PR;OR M CORS'IWCTION. DURING THE O NSTT�tXON PERWG, No 3 fnot max. SEDIMENT FE.NSE NO TE S DISTURBANCE BEYOND THE CLLARING LIMIT'S HAL!_ BE PERMITTED. THE MARKINGS SHALL BF MAIMTAINIED BY THE APPLICANT/C(WrRACTOR FOR THE DURATKM OF CONSTRUCTION. sloplrr:0addiMat2m:1V max. 1. THE FILTER FABRIC SHAI-L BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN Oi. THE ESC FAiCNJ1IES SHOWN ON 1FC.S f'IAJd MUST BE OONST}Mh^TED IN CONJUNCTION WITH 1 JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ALL CLEARING ANO GIWNG ACT11eTTIES, AND IN U(>i A MANNER AS TO WwIIRE THAT ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, ANC SEDIMER'T ARID SEDS ENT LADEN WAITER DOES NOT ENTER THE DRAINAGE. SYSTEM, t�w,m.Ir - - - - - - - - - - - _ - - - -- - - - BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" X 2" RQAS?WAYS, OR VEOIATE APPLICABLE WATER STANDARDS. e ► POSTS AND ATTACH AS SHOWN ON DETAIL SHEET 3-2. , 7. THE ESC FAMM SNC411N LIN THIS WAN ARE MINIMUM RE0IJIRFAE1Ni5 FOR ANTLO''ATED 9 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FCLLOW THE SITE CX)NOITIOMS. DURIING C MTRUCTM PERIOD, THESE ESC FAWFIES SWJ.L BE UPGRADED CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A O Q AS NEEDED FOR UNEXPECTED STORK EVENTS MID TO EJB THAT SEDIMENT AND r Geogrid MAXIMUM OF 6 FEET APAFT AND DRIVEN SECURELY INTO THE GROUND A � a SEiiklYf LADEN WATER DOES NOT LEAVE 1HE SITE. I MINIMUM OF 24 INCHES. z - - - - - - - - - - - - - - - - - Z It t;'E ESC FACIITTES SHALL BE INSPECTED DAILY TTY THE APPLICANT/Ci MACTOR mD 3. THE FILTER FABRIC SHALT_ HAVE A MINIMUM VERTICAL BURIAL OF 6 �3 L& MMNTANrED AS NECESSARY TO ENSURE THOR CO NTINUFD rjK1)ORING. INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE 41j z NsISTAL!1. AT NO TIME SHALL SE.IIU,M BE Al1OWX D TC) ACCUMULATE MORE THEN 1/3 THE ENTIRELD TION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE n � a 3r4,rx�rmksuscnnhedroctardcflq ENTIRE DISTURBED AREA. SARRO !EIGHT ALL CATCH BASINS AND CONVEYMU LIMES SHALL BE QLMED PRIOR TO �`rpecledb sox 4. STANDARD O0. HEAVY DUTY FILTER FABRIC FENCE SHALL. HAVE PAVING. THE CLEANING OPERATXX SHIN NOT FLUSH SE'DNIEN'f•-;•ADEN WATER INTO THE Minkrx,m embedment of ASTM D-1557 , a kales a one t>ioclt Kehl _ _ _ _ _ MANUFACTURED STITCHED LOOPS FOR 2" X 2" POST INSTALLATION. DOWNST•K-M SYS". ' - - - - - - - - - - - - - � infill sow STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE 10• STABILIZEC GRAVEI. ENTRANCES SHALL BE WSTALLED AT T'fIE BEGIIIAN NIG OF CONSTRUCTION SLOPED AREA. TWD W WANED FOR THE MRAIION OF THE PROJECT. ADDITIONAL MEASILIIIIZES MAY BE 5. FILTER FAB9IC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED I M NNSURE 'FHAT ALL PAVL D AREAS ARF_ KEPT CLEAN FOR THE DURATION OF THE �• _ THEIR U NTLY PROTECTED AND SSEFUL. PURPOSE, BUT T B IJZED.BIFFORE THE UPSLOPE AREA HAS BEEN g 11• `ift DRAIN IkI.ETS. BASINS, AND AREA DRAIINS SHALL BE PROITECTEP UNTIL PAVEMENT s kxtr min. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY %WADES ARE COMPLETED MND/OR VEGETATION IS RE-ESTABIISHIED. _, ^�� 4In:► dia. S6brlrak►, sub►ect to APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT } `~' 12. PAVE]ENT SURFAICES AND VENATION ARE M BE PLACED A,ri RAPa�Y AS POSSIBLE. 1 k,ch n*x a crwotod 1 R Sad F.rgi rser s review LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. V ap e i f nxk mmpvUd W 13. SEEDIING 91ALL BE PERFORMED MO LATER THAN S'EP'RVIIIER 1 FO-)R EACH P'FWlSE OF to at IeefM 9h% ! 2 tt minimum TT 1 CEMN!)T1iLJCT10RI. ASTM D-1557 14. IF THERE AF'.E EXPOSM SOS M, SM.j NUT FLUTY ESTABLOM FROM OCTCW 1ST Iiotc "A"y, Subdreins• Fa,rdatcxr erxiwaM N THROM APRIL 3QTIN, THE WET WEAP" ER06K1N PREVENTION WASURES MALI. BE IN EFI;ECT. Frnbedment shexAd be rkmerved by CGT, v N ro SEE TINE ER06ION PREVENTION AND FNM CONTROL PLAN NNING AI'N9 DEPCN MWUJ__ •FourKlation for wells requkes minirmim k (GIAFTER 4) FOR REQIARfAENTS. s-inti,mese(non{aintorred) •G4agrid iergihs and!r"ttrx,s as 18- (MIN.) WELL GRADED GRANULAR MATERIAL W PARTICLE 15. 11E T;411ELOPE.R S1 All. REMOVE ESC WASUR7':S MIEN VEGETATION IS FULLY ESTABLI`iHM. now in text .? � � r r GREATER THAN r4 AND LESS THAN �>< BY VIE] T PA.�•SING _ { a II 90111 !� S C� c� O 8. OOMTRILGTnit •r*w*kv W to scale _j �i Jr' THE U.S. STANDARD NO. 200 SIEVE. Q F -' 11 TO TA3-2 OF LINE M)" CONTROL. NOHOOT(NDFOR SLAPS PIACE?>EMGEOTECHNICAL. 17. NUZZIMAM11111113 AGE PLACED, TIE. 'JNlE.R/C)ONTIEIIi = VILLI WMNTAN TINETIE UNTL TW VEG+ETATW/RANTNGS i4 _ -- U NDISTURBM %WADE qp I E ao 8 TI�11 P.O.Brut 2381�eoMe trial CGT Job";:,..^,fl302180 FIGURE 1 ___j Q ' 1Q. � X1.10 K N PIMCE AS ON YK PIANS, OR AS 0WIfD ICY 1W CITY OF TTCIIRtR. PRO Tlpwd,Orogm 97281 HALL READ `, "CTM -WU � = Z V_- 'to SEE 'REPORT OF GEOTECMN(,.AL ENGINEERING SERNC W BY CML.SON ENGINEERING so NOTE: SEE REINFORCED RETAINING WALL DESIGN' BY CARLSON ENGINEERING FOR FURRU WE 'MEATNER AND HAUL ROAD INFORMATION. 4i FOR GEO-GRID LENGTHS AND FURTHER INFORMATION. coI� Its J y,r. ._...:--.._«.. - _ _. . .. _.._._.. _T._.____.-_•__.__.._ .._. _...__ __._. - ....._ .._.. - - ------ ---- -----------.-___.-_... --._, _..__•-•--' ......... wm.mwf,�n.ar�m. _. ... .., .. m.a.a N,'tII+.RM•rw�.,�+Mr. _ 'j .,. _:,a:;It#:r,,x�,,.,,t.,r; �.,°,i�A+.{,�;.M,J',�{t�>,i1,>r:er.tgsM1:,_.:;:t°,. , 1(Y`is,•..,;..,.x..,•al,..l .-Af.."i,�.-,.,.., Y: ti; �. •. A:.�'; ,. .a 1 1 I IAlt. II!I 1,I l4 i,.I I I ill t ILII Ii I11!�,III ,1 7t!IiIIII1 117l(,, i Illip,, If I�i,I IIlI Ilii Itt1 l ILII I NII I'li'I I I i I ,. 1 t lir I Ill II 1 I t tt NII IAtli III, tltt►1�1111( � ! ill 11IIr1littlllIll 1I Mn : ,: i ?2 t 8tOR0u,co 20 I .lit IN H I I Illi I 1 I�III IyI II I Ilu Il I 1Illt129 L 215 218 27 28 1TYYu.J'tA,.. , 10 , : y > id 5, r+l : 5 -:fit' •4 sr i T _-L, = cv BIKE AND PEDESTRIAN i � -_ -_ - - -- - - - - -- � Ir � EASEMENT PIER ---?5' IMDE SEWER EASEMENT OOC � 97-0610913 EMERGENCY ACCES.. EASE.AI!F"hiT ss i P / PER BK. 66C, PG 393 / �1?!VA1F ACCES5 AND UT►t.17Y / l ` / ,�,SE�SENT FOR INC BENEFIT I I! ( � Q. ,b / OF PARCEL 1, PP 199`;-0132 �� I i �Ifil Q1 I C �C :?0:1Jl'.4 COUR' CONDI,) CONDOCONDO , CONDO BUiLDINGBUILDING BUIDING 3Uil_D►NG o i Li/ i i�1:�`�1��.�.. i:L�11:� .1 y�\]: I �i: �`�ti_ii��`.V (^ 100 YEAR ZR : 144.50 a �- I -.. J 3 FLAOD BOUNOAR IE: 142.72 - - -- --- --- -_ _ - - _ __ - Twwiww ww wrl ( S7752'4 F 6.90' CB 1.2 I I Z cr % cV ( ' •; I 1 13 CB C8 1.1 24 CB 1.2 32 / 1 � SDMH 1 I �N __ 1 - I ar ( , SDMH 1 - I C-1 -- IFL io w 2 t.DMH 1 Ir, ( 5 23 I 34 I I N - - - - -- - 1 1 31 _ 1 --- -- - j -- ----� A FUTURE) \ 11 I16 + -- -- t7ni 22 ------- T - ! 35 \ Ww MND \ BUFFER SDCO ,2 -- �I I ----- -- 17 _ I-I _- -------a - -- - -- I i -- -- -- I 142436 N l 10 0 - -- F- - - 21 I I 36 ! a 18 1Q+�a.e1 25 26 27 28 ?9 30 f - - _ j O i E I I I I I I r , 4 �`�.,/ I 1 5 i g e , T PC 10+3&9 - 20 I CB 1.137 -- _z. .- - x ! 1 r- i I� 1 `, rA Q a ILL..------- - I I - -- -- - -- ! ; V'� ' wFTLAt�Io q► /' V ~� °n s ; --- 1.238 g I 0 / - - - 8 CB 94.2 MH A6 CB 6.11 s �' t SDMH Al I CB 94.1 S MH A5 - I I rvv M II 39 I � •• -- 1 --11+00 1 11+00 -- i 3 ,. » G 12 SD ---� SIS- �- 11"SQ_ _ �. 2 I - __ ._ w I ! 8' RE STRAIN O 10.6 . .. �1 . .. 13+00 ' 14+00 r 3 JOINT RIPE Q y 362' ' S - S - --- 8 SS-.- "_ _ S� 8 S5 ---- -- ---(,r -- -- B SSl {.5 8S ' N ss _ l �� Q � Z \. \ , -o - -•__ --- , • --- - 7 :-c<*.�,; ,t-INK FEN:. ' ` §�-- \\ \�` ; - SOMH#93,2 sD- _. -- - ° '� l RSEC '.VIRE 1GP I j I GAaArF. 8 `x. O Nk _ I I FRAM 49 I j I I j "' CONDOS �- - ^ :�� I I -�.1LU ` _r _ I I I 44 T ! - �i --1 ` \ WD FRAME \ I 8 - I1�,�i'T,A FIRS "r l,H�c /i' GB FI.I 45 I I I i I i ITELE VAUr.T Y \ GARAGE -- I- 50 _ 42 i 41 40 I I ! ! DUMP5TER UGELEORMCR WBI�NJ I A F/RS ��lA Sf.- 'I,�' \� \ (GARBAGE WD FRAME � I ' ' --- --- 43 I I ! � � w \ W/ GITALIN LINK FENCE i ',j I I I 1J 0 !�, 51 46 1 I 1 ,I I ! r-EL.EC RISER O DLJPLEEX x _ - ___ �,j _ �CA'IV RISER WO FRAME _ DMH W 1 __ _ I I - 1 j 1 \ r ! i ` 52 47 ' \ \ 80N1.A FIRS PHASE Il , I � � l_• � i i 3- `tA e h i .r. t p E.UNUU L.UNUU •J •.{ BUR DIM._, BUII DING 1 BUUNUUUILDING `( t m 0 O �U100WAR FLOW t ° A UCS �_.� •`y11`� .��.v..:. .�.� LL T. L-. 6 G s I ill'w�l S77•S2' E 6.90' 1111101011EIIIIII 25 13 I14 24 1I3253 F' 2 12 I 15 1'15 n172 cil {I { ! 1 31 \O \ 3 2 ^� '1 $ 5 2 _ � __ I L-T-T.-l' � - - 3 8 35WEILAUD ---J 8 S tx D I \ \ aL ' rgz. ._ sai7 7T� =I -� - I ------ I ^� I I c $ J I 4 �,s `.1Q _ vi'• - TRIANGLE 3 - 21 25 37 6E (0. '< / 1Ba- 230 I{f[ 38 {� + . . a) 3 I I I I 1 I I ffff 37 20o NETLAMQy \ �'/ \...�.. W90N LIQ _ ON 3B 8 �_ _ -� I I I ) 1' y w IX \ ,�•, I 116ANfA.E'(TM,) 6 _. ..,. ; „, .; '•i 2 I 1 I 3 I I 1 1 II 7NPoMI NOME (9)----- i _ -� {. '('/• W 19 (TM 2 1 _ _ - - - \ - -- - --- _ -- 2 © I 3 7 � 16 tx+OO 17 O Yo...Y 6 I. � 21 Nlnvr3st 8 tt+oD tT - - \�\`\.\V \ x 0.6 t6saT' CAITAL A 4 5 CAITAL. (BOUT}D 1B 13+00 �m - ° 14wq f alp - ® •r' ° }RIARCLE (TMJ O O \- 9 4 S I n � I GARAGE -� ' --_ -.�o- - - - __ a A P I \ 9 F V190N f _ - ( d ASPH PARKIIA; co ]ILif• 1 I I. i f ; 1WIAN61E (M.) - Q \ _ - 1 I FRAM T 49 I ID'�' \ \� TI. -' dJPJlTArlRS PHASE ----- 45 _ I I, e \\ CONDOS i ; t". C?.C�;l �� .�' �� -- 44 I I 1 ' 7 1 6 ® ®, IL{d \` \ WD FRAME / IFF, GARAGE _J ^� i : --- so -- -_� 4S I 42 I 41 I 4D I ! vauI Q o BONITA FIRS ASE '7/ \ `\ `GARBAGE DUMPS ER WD FRAME \ I- I _ I W/ CHAIN LINK FCNCE _ _ I - - I . _� I _ ,f UG CLEC 'q{1�;\ `` '' (r'�1 ANSFORp!ER ( U X L. J L O V I 51 n b 46 1 1 ELEC RISER Z \ 1 r 7 1 / CATV RISER rrrY44TTT,JJ7 uONlTA FIRS PHASE lI' DUPLEX w I * WD FRAME _ --- I ¢ ,9 [r O \ '� `v I . L. -9000 52 -_ J 1� 47 I / Q 1Uy I I \ 1 Q ( 53 � I �/-- � -R � Z F /E WIDE SEWER FA!FIOtT 4 25 28 ynj 6W ate \ \ PER 9(. 660. PG 406 _:_. /, \ . -, _ .__ iiED I 3% /'� \ \ /� _ : . �. ._ 14+00-- - . 61/2A 3/84 'a/ -. 13+00 16460 Li D A 7/ /BA 6 .�\ \� \ I SIV FAAW amm now S I - / / '_ . i ---.CRN •,' ,, - - -- ------- "---- �- ---- ---- : -- - .,_- �:_ �•- i I� � ' BON`TA FIRS PHASE '%' ^ '- O CURB DATA EXHIBIT • - -- LEGEND CURB RETURN DATA --- - PROPOSED RIGHT OF WAY STREET CJNSTRUCTION 140TES � -- PROPOSED LOT UNE Q7 R=15.01) L=23.56 090.00'00' 05 R=15.00 L=23.56 A=90-00'00' v` I - X - X - PROPOSED FENCE UNE d ❑1 (AIL WRU AND GUTTER. SEE DETAIL SHEET /=• ®0 STA: 13+06.72, 0' LT. CATTAIL (S). PC STA:13+08.72, 14.0 RT. CATTAIL PC STA: 10+93.33, 14.0 RT. CATTAIL CEN ERLINE CURVE DATA d z INSTALL MONIARNT BOX. TC: 166.03 TC: 156.93 SD PROPOS-D STORM LINE 7❑. INSTAL`. NOIMTABEE CURB. SEE DETAIL SEEET 0205' 21 STA: 11+19.75 BGI9TA 94+14.13 CATTAIL (S). 1/40: 165.37 1/4&: 156.95 Q Q = 18'11'42' ---SS PROPOSED SANITARY LINE v t< W ❑3 CONSTRUCT CONCRETE SIDEWALK, SEE DETAIL SHEET 0204. INSTALL MONUMENT BOX 1/2 Q: 164.48 1/2 Q: 156.84 R=100.0z � ®2 STA: 12+24.66 FANNO CRfE( - 11+54.90 PICKLEWEED. 3/4A: 163.69 3/4Q: 156.64 L=31.8' -- -- -- 8"W "--" - PROPOSED WATER LINE p 2.4] CONSERUCT SIDEWALK WITH 6' CMDRETE AHG 10 Gn MESH INSTALL MONUMENT BOX PT STA: 10+24.00, 12.0 RT. DUNE GRASS PT STA: 10+29.00, 12.0 RT. WATER PARSELY PROPOSED EASEMENT a a N PER SECTION ON STANDARD DRIVEWAY DETAP, #142. ®3 STA: 12+24.651 17.30' RT I' f7tED(( (MIDPOINT` TC: 163.36 TC: 156.43 ® A - 18.11'42' �,___ PROPOSED SAWCUT UNE FE DETAIL SHEET 0204. CONSTRUCT 24 STANDARD DRIVEWAY. SEE DETAIL f ET 0204. R=100.0 5❑ NSTAII- STANDARD CURB. SEE DET.VL SHEET 1)205. TCH2EXOSTRIt 1SDEWALK AFD CURB. O PC STA: 12+43.21, 14.0 FIT. CATTAIL O PC STA: t 11+52.33? 14.0 RT. CATTAIL 2..31,8' PROPOSED_ __ -_ PROPOSED CURB LINE STA. 10+99.11, TL9Y LT. BONITk 5 STA: 12+06.54, 20.19' RT. I?&'Q GRE''(. TC: 160.85 TC: 158.00 ® � 57U6'4B' BEGIN 6 SIDEWALK AND CURB AND '(UTTER CONSTRUCTION. ® BEGIN 5' SIDEWALK AND CURB OID GUI,`R CONSTRUCTION. 1/A 4: 161.70 1/4 Q: 157.77 R-35,0 PROPOSED SIDEWALK LINE MATCH LIMING SDEWAIX AND an. © STA. 11+81.93, 1212' RT. FANNO (TtEFX. 1/2 Q: 1fi259 1/2Q: 157.42 L=34.9 O PROPOSED SANITARY CLEANOUT 7O MSTA(1 MAINTENANCE ACCESS ROAD. SEE DETAIL SHEET C2OS END 5 SIDEWALK CONSTRUCTION. MATCH EXISTING SIOEWAL'!. 3/4A: 163.34 3 4,. 157.03 Q - ° PROPOSED STORM CLEANOUT / / / � 52.26':9' O J Q STA: t1+5421, 22.01' LT. BONITA 2E7 -TA.' 12+06.65 2'2.12' RT. FANNO CREEK. PT STA: 10+45.82, 12.0 L". DUNE GRASS PT STA: 10+26.00, 12.0 LT. WATER HARSELY R=35.0 �I PROPOSED CATCHBASIN -- END 6' SIDEMLY AND an AND CUTTEP. CONSTRUCTION. 6=GIN STANDWM CURB CONSTRIMIION. TC: 163.81 TC: 158.;0 L=32.0 �. 1 < PROPOSED STORM MANHOLE \ ro n MATCH F1PSINC 510LlMAJJ( AND CURB. ®6 STA. 11+87.93, 17.41' RT. FANNO (R17h. � ry 9� STA. 1'.+2033 CATTAIL (N) - STA: 1(1+00.00 WATER PARSLEY F1VD STANDARD CRtB CONSTRUCTION. MATCH EXISTING CURB. Q R�10.00 L-15 71 Q-40'00'00' O R-10.00 1-62.83 0 PROPOSED SANITARY MANHOLE INSTALL MONUMENT BOX, PC STA: 12-+14.32, 14.0 U. CATTAIL �9 STA. 11+51. 17.A7' RT. FANNG CREEK. ECR/SCR STA: 11+56.64, 0 RT, WEAVER WAY PROPOSED FIRE HYDRANT 1 ;n 1O STk 10+63.13, p' LT ALLEY. BEGIN STANDARD CURB CONS 1?U(ITKM: MATCH DUSTING CURB. TC: 15e.74 1•C. 156.27 0 PROPOSED WATER METER t�RAPHIC SCALE MTsrALL MONUEdNT BOX, 1/4 Q: 158.65CURB CURVE DATA PROPOSED BLOW-OFF v. © STA: 11+50.57, 19.81' RT. FANNO CUED(. 1/BA: 155.98 11 STA: 11+691,04 WEAVER - STA: 10+0000 ALLEY, BEGIN 5' SpET1ALK CONSTRUCTION. MATCH DUSTING SIDEWALK. 1/2 Q: 158.25 1/4Q: 155.88 "+ n INSTAIL MONUMENT BOX' 31 STA_- 11+23.76, 19.78' RT. FANNO CRF�3t. 3/46: 157.80 3/P•Q: 155.53 EXISTING GAS LINE l 11 0 c PT STA: 10+24.00, 12.0 LT. PICKLEWEED Qq Q - 39'26'15' __ .- 12'SD - -- EXISTIKG STORM LINE N 12 STA. 1 . rJE TLBDX.T.. IMNOOKUE. END 5' SIDEWALK CONSTRUCTION. MATCH E47NG SIDEWALY„ TC- 157.58 1/2Q: 155.48 R-25.0 _ y5--- EXISTING SANITARY IJNE IN FEET 13 STA. 10+7181, 0' LT. BROUKUNE. ENA.` STANDARD 1CURB RT. CONSIR(I�CT.MATCH EXISTING CURB. 4 R=10.00 L-15.'71 Q=90'00'00' 3/4Q: 155.83 84: 155.54 L-17.21 _-- 6•W EXISTING WATER LINE � a " INSTALL MONI ENT B'X O Q - 25947'48' --OHW---- EXISTING OVERHEAD GAS LINE Inch = 30 !t. w 00 4 ¢ 33 REMOVE/q�CCAIE EYIS76K: TELEPHONE PEDE5EAL PC STA: 11+70.32, 14.0 RT CATTAIL 3/BQ. 155.53 5 1{ STA 11+5103 WEAVER . STk 10+0000 CABAL (N). SEE KR120N PI.I: R-30.0 rJ g ^i INSTALL N0111�1T B TC: 156.50 7/8Q: 155.98 TV ---- EXISTING TFLEVISION CABLE LINE FN STA: 11+55.07 I�A1EN . STk 10+00.00 GITTAA. S �4 ALL SIDEWALK ADJACF�iT TC WEAVER WAY TRAFFX: (7RCTE SHNL BE 1/4,N: 158.84 'SEE EXHIBIT THIS SHEET L-138.03 ,- T EXISTING TELEPHONE LINE ( ) CONSTRUCTED WITH 8 OF CONCRETE AND 10 GA REINFORCEMENT PLR 1/26: 156.74 ® R-'25.0X51 �• E --- EXIST„°G ?OWED LINE m '.:r • il' '3 .w� NSTALL MONIRIENT BOC STANDARD DRIVEWAY DETAIL SEE DETAIL 142. SHEET C204. E 16 STk 11+1232 CATTAIL (S) - STA: 10+00.`X` PKKLEWEEED. J/4p: 158.80 INSTAL. yUMJIpdT BOX © INSTALL CONCRETE STYLE GRASS CRETE PEP ENGINEER AND PT STA: 10+ 24.00, 12.0 RT. PICKLEWEED L-77.39 EXISTING CATCH BASIN o MANUFACTURER RECOMMENDATIONS, TC: 156.79 EXISTING STORM MANHOLE i 17 STA., '2+4121, 0' LT. CATTAIL (S). ® INSTALL FIRE DFPARTMENT GATE WITH NOX LOCK. O INSTALL MONAENT BOC 0 EX`S ONG SANITARY MANHOLE 16 STA• 12474.96 C LT. CATTAIL S 7 F11TI1RE 90EW'Ail( 9W)TW FOR M6DIBIATXN OILY. ♦ �I ILSTALL M0)EE�NT NOL ( � 5 NOT N CNTRACT. 4,A EXISTING FIRE HYDRANT �y 19 Ilk 1 46 GTTAL (S) • 10+00.00 DOE Okla FJ INSTALL REMOVABLE BGILARD • STA. 11.+09.61, 0.27' RT. CATTAIL N. Fr--R__�-- FUTURE SIDE WALK UNE W TALL I�EEEIIT 6WIL SFE DETAIL SHEET 0204. �- ; FUTURE SIDEWALK HA i CH t A 0 INSTALL REMOVABLE BQIARD • STA: 11+69.61, 10.116' Li. L,ATTAL N. f 5 - $ET: DETAIL SHEET 0204. _ -- - 9 445-- t 1 1 1 1 1 1 I I b I I I I I " j j u' CEP, (+. `III`III III. IIiI 1111 Ulu `III III IIn VIII I'I MIL `III Illi 1111 `III `III `III liu 1 1111111 II 1111 `III `III `III `III `III II:I `III `ill `III Ulu III `III Ulu 1111 III `III !1,,911('1 I I I I X11 III' `III I II I I f I V LE016L11Y 6TTIp 2III IP 19 la I le 17 Is li 2� PII zIz sI3 �I4 Y6 7e 2 zD 291 310 a ti _ p NyY 5 •-r �Ttw. m t r: r -.-. -IYY„!I�w.•YA. b::d'.'a�_1._.'i.':`.r,_i tiY�.•r, •. a.-... .._,e....:+WYJJOr'-4A.-...-..r.. ..:ucs..•.aeG lrl iFwK!,r....s.._«Ya..A:nr..n.n.,..- r..a...ur\a..J::+..".u......>._ ..r...r.+..JY.ua a•rk..14... --•v+wr..awr-......_. .ww.r...rr..ra..wu.w.-•4-. .wrJ.-<.. r.6.. x.ry.wt.a .tw-. -. • ••• CN ! ' U z AI U a U _A (z S ci 57.41 LF 12" PVC 0 S=0.0050 `E+ ct F GRA AT CL I S� _ 4 G1 27.60 LF 12" C-T 160 900-�S•Q0061 -- - �- --r---- .r -- _ \ I 169 �STiN� ( 2W 156 \ o 164 , - - -_t________ _ _ _- --I - -1 _ - --- - -------+ - _ 152 z N 156 STA: _ __ -- - ---} -- - 140152I __- - ^STA 2+00.>13 3.0 RT. CA I JEW A2 O 11 RIM: 157.13 10+22-15,--2-.0-RT._CATTAIL N 144 -._ _ -- __--- -_-_ __ _ _- - --------y STA: ti+7273, 3.0 RT. ATiAII -'� - lE IN r 15$.29 --- f - RIM: 155.04 T - t45 fQ -- lE IN ljw. �-' 132 �' (SEE DETAIL SHEET C207) I IE IN 12 5): 145.06. . -- ----• RIM t58.53 _._.. {t �l! 146:8 -- - IN is E . 145.2 - ! 140 __ __ - - '- -- ------ �.--_.. ------ - _ -__ _ - _- -- _.._ - - -- - -- - --- -- - - - _. (B - _ IE IN (12"S): ;45.32 - i - 0 2S"N::146.2 T'-----i 12@ IE IN Sly: 14200 IN 1 O E I� 8"E)_ 142.00 IE OUT $•N 144 56 _ - _ _QU (12"N): - -- - _._ ___ _-___ __-- _._ _ - (IYN): '141.90 IE OUT 12',N): 145.23 -- _ -- -_---r - - 124 136 ! �" * GROUND -�__� -. - _-_ W 7 __"�' _ (�tA_pE ♦� Q _ .._ �_ _ - ELEVATION AT CL -t- -----+ --- AVON AAAA t BA 7W RMV '�'/♦ I J UATUY �` l20 0� O (i 7 N tD •- r t r j c0 m .- �� i> s. LnLrj Lo L0 Ln co 47 u7 1!i Iff !11 M i ^' f Qi *- n In IA un u") � � '`� 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 O 1+00 A 1+50 24.00 2+50 3+00 3+50 4+00 4+41.68 I IN w SB.TIAL ONORTH� c� Q PUBLIC WATER ulvE.�j� SCALE: 1'-10' ` RT.z. �••• SCALE: 1*-30' HORIZ a � Q , t•-10' VERT. Q O N �c LJ I ru PVI STA - 13+33.38 LOW POINT ELEV - 185.31 P A.O.VI V r 4.00�91 ~ LOW POINT STA - 11+15.66 SD1/H A7 (48"/) PVI STA - 11+66 II STA: 11+94.32, 2.0 LT- CA TML S) K - 20.00 U N I HIGH POINT ELEV R 155.69 PVI ELEV - 154♦52 RIM: 157.32 _ ti a ^) HIGH POINT STA - 10+60.01 A.D. "• 9.31 �T IE IN '50.10 < PVI STA - t0+64 ;c •• t5.04 IE IN �10:S� i0150.10 tat ELEV - 155-ag IL OUT (12 N): 150.00 A-D. - -2.31 a 180 �- ,- ---- -- 7__-. V "11w, GROUM AT CL -�-._ -_ - 176 -- _-_ - -- --__- ----- -- -- - --- -- � � I •- .. � t z � e ' 172 * / - - - - - 1de &Q OrSTA: 11-+15.66, S a c� a (� IN: 155.26 tE 1N 12•S : 147.SQ _ -- 160 ^_ - _ - If: IN . �" .49 .. . _ 1. - r---- ___._.__- 1.___ -147.08 I ' 156 - _ -}• --- -- - � -- - - - --�-_.�,-- I- �, 152�-_---_-__ - -- - ----------- -------1---_------}-•- _. --- -- _ _ . t - -- __ _ -.___ - R>�2 X63 -__ _ Q 148 ��- --- .22, 9.29 LT.- TTML S .59 IL �, _._..-'_-- -- -__-_. _ .__ 81.96 lF 112' PMC • S�O.GD60 _. r GRADE jl •N):- - G'AROITINaD o G _ __- ATM AT C1 ELEV TION - r, j N h rn 0 ro a, r. a� oo N u o o �� r� r 1-- cp co ui Ki ri �i co Oi cv ` k to tl) �n tI) �;l IT; ul �n � CG cQ J 9+SU 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 wi (4800) STA.'s�4 JAIL (5� STA: 1?+53,68, 2.c L;. CATTML s ,x 55.63 SCJUE: t•-30' NORM �1 . 148.75 P Z s;,; ro 1•-10' VERT. r Q� O - a !f IN J12*S 10'E • 148.75 NOTE: HGL NOT SHOWN. STORM PIPES DESIGNED WITHOUT SURCHARGE DURING, 25 YEAR 3 E- $ IE OUT (1 j 146.65 r STORM EVENT. SEE STORM CONVEYANCE CrALCULATIONS FOR FURTHER INFORMATION. 1n _ � � w V 1 C•` ( f -� a , ri.Mrifl�.111+:.- .. -.'y.x.cle '--t t:.,mat �4a+r+.p�+"'.-i.a:.-,.::a.•a.eacmwY.•.r.-- ,.;rr.,,Y.ygyMMr-. -,•' .l.: . -^^w6- IM.C .IIR.,M/IT'R`_'-_..-.._w---..-___+_..<_wrw,..-..-.._w ur .. #Y.+rw."'•-_-..... -.._.--.�Y, +�-- ._-_ - ..Y. a-,w a -•.ae...,'!e' ._ _•F. a.'. - .. _ .._.. _ .....- , L+� 111111 ! I ILII lir III!11ra,1 ILII ILII SII II11 IIIc I,I I I ILII 1 ! ILII f ! 11 ! II I!I 111 Il ill ILII Lill 11111111 I!il ILII ILII ILII l l ! I! ILII I!I Iltl'lill 1!1111111 IUi Llrc>>Is UTY i � I I 1 1 1 mm-1 Lm .� d ''3 'O I I itl3 )t:! 14 II'! 18 19 ao ,�! 22 23 2'4 25 2'd 27 2E 29 30 r Y . .. _ .. .. 7: .- ... '.•*_Y.-t:. .crus- .. _ r n'. P M • r xc. e., r 4 �F k i xf t „•K I s I O e W 3 V1 g SDMH D1 48'11 _ tU a klA� q� 48.11 - STA: 11+42.91, 5.0 RT. BROOKUNE10+39.38, 37.22 R T. BROOKLINE RIM: 153.65 '- .N 4.81' 116.75 � IE IN 8 SE 146.40 160 `0' "' l i 154.81 IN )YNES: 148.40 a a a ' ' - - -__- IN 10E�N 146 _.._. :-y= IE IN 6 S): 147.90 - IN 4'E 1,47.50 0 DUI ( ) z d 156 - i .t. E OUT (19'E): 147.40 152 _ - -- --- - g 9 EXISTING GROUND AT STA: 1.+59.59 BROOJNE v 148 __ _�F� 1 PVC a 1 �• � + � � + � ,•_._._._._.._�._.__...-__r. _.__._..____._�,�.. -__ .______._ _.HATCH E.;ISTINC GRADE: EL=152 1 < a FlN!91 GRADE AT, (�. 44 164 - -•�- � � 160 140 E>0S1NrC __-) -� -T N ATI AT a. -- - --1.-- I I a t z c4 DATUM AM96 156 --t-- _ - -- -t--- _ ! 136.00 1D w 152 - -- -_ __ - v c o r� cid a_ TIN OUN0 -� Li 1.48 _�.._ _. -_ _ -- ( 144 - _--1-- 9+50 10+00 10+50 .1+00 11+ _ HR00?CLINE co 4 iI�. 1133 57, 5A WAIR 140 e _ STA: 10+C2-QO, 5.d . WATER P RSLEY --+- RIM: 152.61 ! � SCALE: 1'-jo' HORIZ. -RM4 157.13 -+ -r • 1'-10` VERT. w cY 12 145;?D- It IN 8 N): 147 136 -- IE M 8'SE): 147.70 --� I Q IE IN 68S .. 147.®3 EXISTING GROUND IE g1 • X160 ! FlN15H GRADE IE OU 16 147.50 HIGH PMN f ELEV - 154.95 C; 3� ELEVATICM AlCL _-_- - _ _.._ --- ELEVATION AT CL DATUM �l�'V HIGH POINT STA - 10+R8.10 z P'A STA - 10+911 CO � Q 130.00l PVI ELEV - 155.35 �1i/'� i 1�- c� 1 cd 3 A.O. - -4.97 04 I fY O G v i1 to a� r, ! a 20.10 N •Q tl N YFL U 10+00 10+50 11+00 11+50 + ' I o WATER PARSLEY t - i� ± ; I uj d SCALE 1'-30' HORIZ. Q FINISH GR AT (X W ' ( � �j O GG11 W O 1 -10' VERT. y � m _vri _ - -- - - - - - I- Q 152 -- - I --- Of 148 ----- +---- - ,_. - - - -- ---- - - - _ m - -.- m STA. 10+132.00. . WATER i'A.RSLEY .44 -- __-_l_ __ - --- - _ --1- _- - ,• -- --.-_--- -----_-. STA- 10+10.48, MM-IT-ALLEY _ RISI 1'WSE) ---------1--- ----___.� IE IN 8'SE} 147. 0 w 140 _ ____. RIM: 80.15 -_-- IE IN 8"5�. 147. IE IN 2'S :i cT--- - i£ IN 6'NE): 141.50WELEVAIIdII AT CL IE ill 146:27-- �E1FVA ON AT a IE M 147.10 0 PA7UY A7 h'V -- -_ IE OUT 12 146.17 - _ IE W 147.00 u - 13A�00 . N D t Lc LOW POINT ELEV - 156.36 LOW POINT STA - 10+63.10 PVI STA - 10+J0 S F I` PM IMEV - 135.91 - --- - -� ;5 8 A.D. - 5.01 . 4 9+50 10+00 10+50 11+00 11+50 r I $ W) K - 16.97 i+ + g "J N ALLEY •F '1 SCALE: 1'-30' HORIZr; rn , O �z _ 1'-ttr VERT. Z w 172 �--____ � � _�__� _____��-�� ♦. ,_ _ LOW PANT ELEV - 163.33 W ~ 0 W z 0 Ft LOW POINT STA - 10+25,22 O i J a PM STA - '0+39 A:1 { 00 20 LT. LE EED_ 10+ 3 L0 LT. RMI: 157.32 _ `_, RiM 156.41 _ - -- - PVI ELEV - 163.03 a. U a (n :IE-0 10'S . 150.10 -4E IN (s N 160 70-_ AK .46.8e ( i � J K - 7.48 180 • �0 15(3.10 1 00 001111 1 b2 AT CLI AT CL 176 - - - ;� 3 .--- _; flNG GROUND AT CL_ r _ _ - ___._ ____ ST 11+37.8 PIOUMIEED 2 - _ __�_ _ _ .44 ' Q 1�' ELEVAIION T CL MA GRADE. EL�157. 168 ri, - _ 1 h �� _,_ _._� _--- STAT 11+54.43 DUNE GRAS aI, 164 Ei(IST1t.G GRADE EL I rn cT u� 'v � m l0 tp tD u7 Ln LO -- N 160 - N lE+I30 10+00 10+50 11+00 11+50 K __ .-_-- _ -__-- -- -� _____ +--: 1, 6 EIOS'I�fC -t- - - FM1SH GRADE `_---- Y----- +---- 11+14.83, ELEVA710N T Ci FRO RIK. 16&69 00 P �KLEI�FEQ DATUJi ELEVATION AT cx � SCALE: 1'-30' HORIL 160.00Ln V N N a M N :. Tf ' 1. O 9+50 10+00 10+50 11+d0 11+50 ., N NOTE. HGL NOT SHOWN. STORM PIPES DESIGNED WITHOUT SURCHARGE DUPING 25 YEAR A: .o 4i STORM EVENT. SEE STORM CONVEYANCE CALCULATIONS FOR FURTHER INFORMATION. DUNE GRASS ' ` RMI: 16359 SC/41: t•=a0' HOR11 !II f0'E .. 157.59 m VERT. E QU# (19N, 157.49 S C] / ._,-._.. ._. ._........___ ....._.._... . . ..._..«.._......__,., ,r,w..__,,......,.+ -»+.ur:w-e,K.....,,..tee,..-,......r...+.-.., --_ .- .,.-.-._. ,.....,...w�.w,,,,,,,..... `crhl�lfLK'MAu'i!m.�h:fK;�s,,.rwr..q:.. "y�u1s :aro+w,, 1�+111101�YA��IkM'�Y�dMe�bk' 1r• .,,......__...___:....,,. ,.-,_». _...._._,., -.... .._. _ _ ___......- __._ .. _. _ _ _ -- --_,._.._ _...._. ___ _ ,_____.___ _-_-^-___-_._ -_-__. - .,...._.___..._. _,_ . .-_.... - .. _ ,- •w.rr:aw, , bk ............. w-ap,fy I,r11 !!1 1!111111 1!1111111! I!NIII?111{!11 1111111,IHIIi1111tIlUtll!Iltl't11►111 Iltllllllllll111111 111 �Illl !J lIJ 1h 11111 t I NH11111 illll77, 1! 1 11 II 1 11 111111 H;11111 1111111111011 11111 IIlIII111 III11 tl t 111111 IIIV Iltl l LEQISILITY sTRP I ,i I� I I ! J 4 OnO ��n I d S �3 10 ! 1 0 13 14 t ,6 1� 1@ IO d 21 22 23 24 25 28 27 28 29 30 � ,I , f. 4 'y - • : • i Irl-TI a7 d r co sitYt'fN. , 1r' .r ............. ,s.rr.n,.•_.s.n•wweu';.<.,..4o-.,.x...•w+ .......-.. <c...,r.,<.4,...... .,.,....,..t,.•,c.. :..._.m.-5..:.+n„w.,4 ...., ,,.. ,....,.. ...,...:•,two ............�_..e:<..w•::rwe...:N.!r.:aiiw+i'i.i•w,ikaY:�/i4YN1w'.._. 1 A ?k sy #q=j 1 EXISTING DRIVEWAY - U BATCH WIDTH h GRADE L L: CURB JOINT A —`- R LINE 5' WN. SEE NOTE 5 ROW _--- — - O SEE NOTE 4 ;Y _2x ES �►- /- SEE N JTE 3 O W 4J t " TMt= SEE I O 2' OF 3/4'--0' BASEROCK5' MIO 12X SEE NOTE 2 NOTE 3 I SlUE'.iAIX ° 1 � l Z U COMPACTED SU9GRADE 6' 30' MAX 6' 4 O ' L , SIDEWALK ADJACENT TO CURB —�.. cl cwj 10' MIN d U 5' MIN. ROW PLAN 6" 0 U -r2X •- ROAD y.'•:<�r~ 3/4.4E� O 1. MATERIALS: � N `6� I _ / 0C '-- 2x __. O — 2 X 2" X 63', 12 GAL GALV. PERFORATED STEEL in • POST. W -2' OF 3/4'-0" BASEROCK STREET _ '�-'-'-- �•�, �"" • pp.. • s O 2 1/2- X 2 1/2• X 18 12 GA. GALV. PERFORATED � 7( COMPACTED SUBGRADE EGATE GROUND STEEL STIFFNER POST. SIDEN 1LE< AWAY FROM CURB (3/-p OF o`jRcOP COMPACTED '� �` '4� O =,\ 2 1/4' X 2 1/4" X 36", 12 GA. GALV. PERFORATED -- NOTES: ,SCTIO.N A—A \ STEELO ANCHOR. 6 X 6 10 GA MESH 1 �` SEE NOTE NO4 �. % 3,/8' X 3 1/2•, GALVANIZED HEX HEAD BOLT Wf!H . 1. CONCREI- SHALL BE 3000 P_S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE p LOCM WASHER, OR 5/16- CORNER BOLT. I 7,11;,' X 5•, GALVANIZED CARRIAGE WITH FLAT AND 2. PANELS TO BE 5 FEET LONG. NOTES: O LOCK WASHER, 2 BOLTS PER RAIL PER POST. O 3. EX^ANSiON JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 1. CGOCRETE COMFRESSIVE STRENGTH SHALL BE A MiNUMUM OF 3000 PSI A►TER 28 DAYS. 33" UTIUTY VAULTS, WHEELCHAIR RAMPS, �, AT SPACING NOT TO EXCEED 4S FEET. U 2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 0 2. ('.URB JOINT SHALL 5E TROWEL'-ED WITH A MIN 1/2- RADIUS ALONG BACK OF CURB. ACCORDwI,4CE WITH THE CURRENT STATE OF OREGON z 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE U SIANIW2L', SPECIFICATIONS FOR HIGHWAY CONSTRUCTION � P2 CURB ,THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A IAIN. 1/2" RADIUS. 3. EXPANSION do COV 7RACTION JOINT'S SHALL 6E 1/2- PREMOLDED ASPHALT IMPREGNATED coV� 3. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 0 BTO BE INSTALLED AND WORKED/COLORED < 0 PEERR TTHE E CR`! OF TIGARO STANDARDS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHE`' IF MOUNTAV�E H CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 4. 6" X 6~ 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. O OTHERWISE SIDEWALK SHALL HAVE. A MINIMUM THICKNESS OF 4 NICHES. Z 6. DRAIN kiLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3- z DIAMETER PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. POST SUPPORT DETAIL W - Cv p 0 _ cn NO Sc" /� n�tte��" "'�• NO SCALE ® Of Q �=' + *AKJ " P. °mss CONCRETE \ ea�wo +rrt AOUSTM"• DUD" STANDARD DMa. NO BOLLARD DETAIL_ �— � o ,ws u ML tw a"� Ow0 H w n as cwt WA °"t MI NTS �_ z ar,►ar twrl�lr �w S m , SIDEWALK 1 L 0 v tnwlo � ,o.. DRIVEWAY 142 Z Q 0 m m - / TACK ALL EXPOSED MATERIAL 100' Lal PATCH AC TO GREATER OF 3" W + 12" MIN. ILLJ LEGEND OR EXISTING _ teel THICKNESS �6" 6•' XI A " "`"0 I ► — EXISTING G C ate-+ ^ SAWCUT 0 TRAFFIC SIGN 1011' i ■ CONSTRUCTION ZONE MIN. �✓ �_ I ■ TRAFFIC CONES OR . 0 APPROPRIATE DELINEATION I DEVICE. 100,, i1, ' l 1 -• C ti �C ��10 z - �D. u OI MIN. °p o 0 o pp O O O 00 00 0 0O C, 00000 O °0 00 0 U r •e � - 0a. c, a C 0 OO ° OoO ° O0pO 00 °00 � ° 00C.) 0d u 0 �0j o iL) t , Z z 8° WO rp OO O 0 0 G -( . 50' MIN.° °° p p MONUMENT CASE & COVER Z I0p � 4, a OOO000 . 7r . ° 00 w1N• p O� 2. TRAFFIC SIGNS TO BE 48X48 �O OO 00 EXISTNG p0p0 � / 3/4" 0 BLACK ON ORANGE. � g tom• NOTES: BASE ROCK 0OO pO CRUSHED ROCK 3. NO COLLECTOR STREET LANE OR MIN. 0O 1.�•�- O LOCAL STREET CLOSURES DURING I v 1. MONUMENT BOXES TO '3E CAST IRON OR O 0 O 00 FlAGCER ALLOY SUi.ABLE FOR F iEAVEY TRAFFIC O O O 00 0 pO O O THE FOLLOWING TIME PERIODS: 7 •; LOADING 1/11136 OR i C.l SUPPLIED BY: UO 0 00 C o O 0 0c0 100'0 z. .. 0 %OU O o00 O 0 7:00 _ 9:00 A.M. I MN. p INLAND FOUNDRY CO. INC. -,- 3: 30 6:00 P.M. I z 19' N. 391H 0 SPRINGFIELD, OR 97477 PIPE ZONE 4. INSTALL IN ACCORDANCE WITH THE 100' rv; (541) 747-9172 "MANUAL ON UNIFORM TRAFFIC CONTROL I DEVICES FOR STREETS AND HIGHWAYS". MIN. OR /' U.S. DEPT, OF TRANSPORTATION, I O, FHUA. 1988 EDITION. 0 w"aw NO. M 10'10 AND SUPPUED EIY: t..-. ., 1 ; , BEDDING 100' N 5. ACTUAL SIGN PLACEMENT TO 6E ( MIN. t r { OLY4.PI. F(KJNDARY cy i n iT, fi SEATTLE, WASHINGTON ADJUSTED IN FIELD. I 0 1 6. THE CITY RESERVES THE RIGHT TO ADD TO " k 4. 2 Af_1ER:NATIVE TYPES MUST BE APPROVED OR MODIFY TRAFFIC CONTRIrYL REQUIREMENTS00 cn " BY THE CITY ENGINEERING DEFT. PRIOR A5 MAY BE NECESSARY TO EFFECTIVELY x TO NSTALLATION AND MUST CONFORM NOTE: ►� CONTROL TRAFFIC AMD TO ENSURE PUBLIC U v d TO THE FOLLOWMNO MINIMUM DIMENSIONS: 1. TEE CUT TO BE DONE AF TER EXCAVATION AND RACKFILL or TRENCH. SAFF1Y• N '�•ti 2, SEF STA. DRAWING NO. 280 F„R BEDDING, PIPE ZONE, ANI? TRENCH 13ACKFILL `I � � rn I 3. APPRCV[.D FOR ALL STREET CLASSIFICATIONS. �� R � 7. NO LANE CLOSURES WITHIN 200 FEET OF u� 4. MCMUMENT TO BE NO DEEPER THAN 6` BELOWA TRAFT•IC SIGNAL WITHOUT PRIOR CITY Q G FINISH MADE. APPROVAL. No SCALE p " I� �� PHALT DETAIL5. / a.�.I.�. _. r. ouava _ TYPICAL TRAFFIC D f FOI Q .,M�lw► - MONUMENT o DRA"NG NO. 265 am�� s,,,,,,,,, owa Na Lw Wa ML Pa vff� Q. BOX a mu= Im CONTROL PLAN 190 °p m 170 O► � .,.. _ .._.--,�.wwn- .•wuaw"www 'x.,+arw`rr:ws++.sMump 11M I I Pi 0Tllm 'TIM, .ru..M•nwMnhr r•.,:...,e...r6„14° .,, � Iry•.yA�S,e•1,9R4'i .wilt�^',.i.,: wa.l�.wmrta.w4.V;"Vv+..+:•i6-11rrrJ•M Milw n'CMgAW.•AtW.4k,8�°A,gOMMw7W;►t .. ... .. :x,M1t'�MIY'4W:Y11YiYiMMlMi .� i`M'a 'Alp l► CIOml�bwI'.'2 � �I I8 � il9 .' :..;?OI I ?.I�I 2I!! �l111STIt , I i� 14 ig � :�.,1.,111i ((1III II 1�1111�11 I1if� I 25 1 I2i9t,1M�H310 Im"wo III IT Im t, yy a r, ', .,...;•. .. •... . '.... .. .-, .. '.,., ':.:. ,..,. :. „Y,6. ...- .. a i', 4�,9 .;, ' r r . . _ , 171y _ _ .. .1_ `.. _..•ate.•.,, h-. .ra�.v_qu �..n. ._......u4�ier._. ..:... .•.1i:. ., .. _.-s, __..—.—._...--.5_—. �..c.r-..,..LL__-_.... -__- _—_ia.a, _ _. _—_ s�I r + 4 .:n 0 --- 24" ..�.._. - - O C-4 I - 10' MIN. --�► In / 6' CLASS 'C AC --OR - 3' CLASS 'C AC --9.48" z � c� ON 8. OF 3/4'-0 M/7 / 2x SLOPE TO STREAM `� �' COLD JT.OO O O v /4 O 0 5" G -J 0 0 000 0000 00 S�W --1 2" COMPACT do STERILk�E SUBGRADE - 10" 1/2" " O� at a 2 U I - FABRIC bn c MAINTENANCE ACCESS .4 ZCLASSC 'a V o NOTE: FACE 0l ��UR9 SHOWN ON STREET PLAN = `� �-- 5 MIN. -� 7" FROM BACs OF CURB SECTION 2 1/' A.C. a ci 40 OF P.C.C. CNJ 4" OF 3/4"-0 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. -- 2R SLOPE TO STREET 2. EXPANSION JOINT'S: S` x /i A. TO BE PROVIDED: w • �• ^ o0 0 0 0 00 1) AT EACH POINT OF TANGENCY OF THE CURB. Xi.,' ' 2) AT F.ACH COLD JOINT. - ' WT 4r A ! 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END C* DRIVEWAYS. FABRIC 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. PEDESTRIAN PATH OR BIKEWAY B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EYTRUDING, ! NTH A THICKNESS OF 1/2 INCH. ` Q, 3. CONTRACTION JOINTS: O NOTES: A. SPACING TO BE NOT MORE THAN 15 FEET. 1. CONCRE.E SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SAC MIX, SLUMP RANGE OF 1 1/2"- ' B. THE DEPTH OF THE JOINT SHALL BE AT LEAFT 1 1/2 INCHES. 4. BASE ROCK 2"-0 OR 3/4'-G, y5X COMPACTION. BASE ROCK SHALL BE TO 'f � 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINIS 5 I<ET APART SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREAII=R. ui c f EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. '� a I 5. DRAINAGE BLOCKOUT -- 3' DIAMETER PLASTIC PIPE: 3. FABRIC TO BE A WObEN GEOTEXTIL: (,AMOCO 2006) Op APPROVED EQUAL, U A. 3" I.D. PLASTIC PIPE WITH COUPLING. 4. ;AMPACT AND STERlUZE SU6GRADE. Z z B. DRAINAGE ACCESS THROtJC�i EXISTING CURBS SHAM BE CORE DRILLED OR CURB O - SAW CUT VERTICALI.) 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. LLI C. DRAINAGE ACCESS THROUGH NEW CURDS SHALL BE PLACED A MINIMUM OF 2.0' u) G O �f -� AND A MAXIMUM 3F 3.0' FROM PROPERTY LINES. N N no o Q MAINTENANCE ACCESS 0 WAU MOUNTABLE CURB DETAIL rj MAWN I,M PEDESTRIAN/ BIKE PATH [`� � Q a►�e I�►1A�It1m ,r,,, �,_ - 16 6 " (FOR PRIVATE ROADS) z Q f to 0 fr- TDRAINAGE BLOCKOUT J SCHEDULE 40 3" I.D. 3/4' R- 6•� - EDGE 1• 6" PIPE W/COUPUNG .f 1" BATTER -- w " ROAD F 1" 6 1" R , 6r ,:��- �--- DRAINAGE BLOCKOUT 1 --.I ^ 3" I.D. PLASTIC 12" _-- PIPE W/COUPUNG 6" • ° ° 1/2" '� •,MAX. p o p C o BASE COURSE ` •p• • ° -" a 0 G 0 ° 24" p p ;� NOTE: FACE OF CURB SHOWN ON STREET PLAN = 0.5' FROM BACK OF CURB :;ECTION o W _J a �W �Y�'� 9" W V 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR 0 t APPROVAL FROM THE CITY ENGINEER. U ' z,..,:,.., 2. CONCRETE TO HAVE A BREAKING STRENGTH ?F 3000 P.S.!. AFTER 28 DAYS. 3. EXPANSION JOIN To: NOTES: A. TO E+E PROVIDED: 1 Al- EACH POINT OF TANGENCY OF THE CURB. '�. 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 2) AT EACH C,)LD JOINT, • OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 3) AT EACH SIDE OFF INLET STRUCTURES. TO A MAXIMUM OF 20 FT. 4) AT EACH END OF DRIVEWAYS. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL 8. MATE TO BE PRE-MOLDED, ASPHALT IMPREIATE:1, NON EXTRUDING, NTH A MINUMUM THICKNESS OF 1/2". t b; WITH A THICI.NESS OF 1/2 INCH. 3. TRAVERSE CONTPAC710H JOINTS "1.O BC SPACED NOT MORE THAN 10 FEET APART 4, CON iRfy�nON JOINTS: VATH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. A. SPACING TO BE NOT MORE THAN 15 FEET. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. t y 5. DRAINAGE AC('ESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET - i AND MAX. OF :S FEET FROM PROPERTY LINES. 5• BASE ROCK 2 -0 OR 3/4 -0, 93X COMPAC T10N. BASE ROCK SHALL BE TO j� �JBGRADE OF STREET STRUCTURE OR 4 IN DEPTH, *;ICHEVER Is Gr,1ATER. _ 00 6. DF`AINAGE BLOCK04JT -- 3' DIAMETER PLASTIC PIPE: � op A. 3' I.D. PLASTIC PIPE WITH COUPLING. V V `1 B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHAD. BE CORE DRILLED OR (XJRB �•, m 1 SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. ?3 _.I 0 C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' '� AND A MAXIMUM OF 3.0' FROM PROPERTY UNFS. 0MOM 9% PIO !GALE �"' �^ - NO S[.ALf m Mm / "loans arm"mm ApU!<TMI P. dLRNA! W W _ �. ,; �...�I .�. CURB do GUTTER °"'° "° oo m r STANDARD CURB01 ,o.M. m 125 ,.,� - � IIIAHCM ,«» 126 - � ..,_.. .. . .. ,. .. - --._....._ _.,.__.__. __._.- _.__.� .�.- '- --. ...•:...+e....+.. +n - __._. ..._---....,_.....-.-.,.,,.�,�. � t+G""wPrwwh`�M917YWIP. 1Nkk�S.-�tttifl!!Y{ - �„-^-,.�.- x ----"�rt4�'.'..--- -.r-t ••w....: - 4,•,:• > MM11rk71� n' t.:.i!••n7�'.Y.�IV` .., a: i 1(Htf II!Illlt IHl;liil !Ill till i1NIilI+l!ill!!!I!IltIlI111iIlIIIIN!!ilIII��III !!III 1+111! 11111!1111!1111 11 iill�I!11 IIIIIIHI 1lIllliilllil±Illi I111IlIII If I! I!N t ( .{ I I i{ +' I i I I I ifli lit! �c�mr s� r�"© � � � 7 � I I la �O�n�. .. I'o 11 1�2 Ih IId 1�6 It8 t'o 21 22 23 2a 2� 2!! 2.7 12►� _9 30 u a 1 x Y� • ' s o UD PLAN PROPERTY UNE OR U UTILITY EASEMENT. � G 0- MECHANICAL INSIDE DROP W 4. COPTIONAL SERVICE LATERAL PIPE SECURE 2X4 W ?LACE FlrnNo SIZE AS SPECIFIED AGAINST PLUG W/ BACKFILL K ++ PUIO o0-. i TO PREVENT PLUG BLOWOFF F�IF•[ C� �101oTM wwT[ecTwH- SANITARY MAIN 2 AD IIOOUr1LD SEAL OR LATERAL P IiEMM TO MMI MALL• I "' y� NOTES: CONSTRUCTION Y (WINSim MANN 46 Oxy N= � cCONNEC ONS TO I t3' MIO 0• MAINS SHALL BE WMTFACTORY� G t� kS I-- AM 1 gyp 1n- 8Mn FABRICATED 'TEE" FITTINGS UNLESS OTHERWISE APPROVED. 2X4 _ � CJ V 4• SPAC04 oleouT To 2. PIPE MATRiAL SHALL BE ONE OF THE FOLLOMMIG ' CQITE7KJIi[ A. PVC ASTM--3034 or ALL PIPE SHALL BE COLOR CODED: \ GREENS FOR SANITARY SIDE SEWERS 1�` WHITE: FOR STORM SWE PIPEUNES I S. CONCRETE ASTIM C-14, CL-2 �i a , C. DUCTILE IRON CLASS-50 Z � CJ .V HEIGHT: TOTAL i.ENGTH OF 2X4 AT END OF LATERAL ERIN N L07�I AS SFiJNM ON APPROVED SET OF PLANS 3E" �� W MARKINGS TO !'ACE STREET `� X 12" IHEIGHT 5 OF GROUND MAGNETIC LLI MIN 2X4 COLOR CC':-E SURFACE SURFACE TAPE 305- LOT!/ (GREEN-SANITARY) (NMIT'E--S•fCRM) NOTES. NOTES: \ -ALL EIAFE/Ot FfsXJt •,ECTI(m SMAIl -PM[ AM FirnWA TO 0 WOiM TO TME ImoM OF K to E SIM AS MU70 ,� ASTM t:-47s AMR1 AFPIJCArF PMt To MA>+koO� GROUND tmmnm OL Of s1a� WWMOIt puMD10 -PM! FiTT*= FOR 0WV .� TO K OF MA)SM FAM FALL fM 1dW ORQ SBL NOON AMgI A21.'JA-t LABEL YA( 11C TAPE W11TI1 ftAU( lET`E��r -�-- - - I (�� C� SMIPrE Y FOR SANITARY IMO 4 FOR AWOA Owl Of, SANITARY: 'CAUTMD►1 SEER BURIED BELOW.' \ SIOIIIt FII011 FLOW lJt�FME dVOR To TOP air sw PVC AM 3OU %1Xt 35 STI�RM: 'CAUTION STORY WAIN RM ®DML' I Z �OFW aF Vitr�vo INELF A Pl/ICE 11! ABOVE T(>Q OF Pi�f ND AGMfSi 2c4. tom` "1 PIPE / � �J� �A r_�• PLUG I Of O INSIDE DROP DETAIL 'g 1 ° d 1 ° ° z z DRAWING NO. 080 $ •0 I CJ •00•6�° MINIMUM SLOPE FOR 3/4'-0 PIPE ZONE Cj ,' .°•. •1ir�°• 6" PIPE - 0.010 M/ATERAL AS SPECIFIED p 0 �q0 • 4" PIPE - 0.020 N O7 Ln SUPPORT TEE NTH .c= BELDING GRAVEL. MINIMUM 2'n" WIDE ELEVATION (� ca z SERVICE LATERAL �C DRAWING NO. 170 O ' .. m 400,J-" � 'J W 5. OUTLET PIPE W I I USE I7�NJ1R+3ER O Q CONNECT TD S1DRM I _ MAIN LARc.M THAN E•. r s 1/4• - DETAIL PER DRAWING Na 'so i ' I NON-SIiRINK GROUT STANDARD CAST IRON FRAME OR MANA G N0. 130 �� //,-GRADE RING LYMK21 STANDARD CART RONI (MATE - - - PLAtf (r THI(]C - RATED 13`000 MBS.) '� 4' MIN. OR LYNCH EXTRA I"VY DUTY CAST /// • IRON ORATE (2'-3 4- 7HICK - RATED FIM WADE-� � �;. - /, Va 50,000 LBS.) � OR APPROVED EQUAL HMN% - 12 GA. STA04EN STEEL, '� '�•• ••• Fi 2 1/2 MEN IMTH !12- IOII►c�aF. z / f ; WATERTIGHT PIPE PI11G Cj 2 10• LONG WITH 1/4 PMI (FASTEN :'i WiTH STOPS z DEPTH TO MATCH 01/2' WTrI 0 • 1/4* STN. S17L. DOLTS) / 'S • o . ATE DEPTH ORALE FRAME 3 1/2— h�h2' PRM 3/4--0 F0t A IDl IYFIMMIQ M I IMIMI OF 11' AROIAO p T- / iOr a v a V1 114_• ANGLE MIN. 'rte •r 01MET r CENT. ,y,• R 3 a .11 1``'4--� ---�-- • (IYP.) I 3'-0' MMIN. t•. SEE DETAL -A- 3 - _ � •' y-i M, AM DCTipA - ____ 10 GA. SHT OUTLET _ sy :•: META. (TW.) DIAM. �--- / ---� i.E. 014 PIILA4S (TYP.) S OF CATCH BASIN) r' ca) t' LL. SH SHA!i 3F.i NOTE COM WT OX&M EN W WYE SWMION AMID 43•KW IF tAMdtETE IV[ I. DASiR1 SNMIJl DE GtXiTlNMJOU:�Y WELDm, SINIES AND BOTTOM SHMl + - � 2 ALMMALT WIELDED RALVOR �ALL SURF TCMI F1A31N Al MAY BE OVERSOM AND FXLET � i - .mit J► CLEAN OUT. MIEAK SHARP C41RIOERS AFTER WD(1140& ' i S. 04 - 4. ORAIAOE AREA (SOUAROE FEET) -STANDARD CLEANOUT '' o O1 ; • �: 01lTLFT PPE iauoD S.F. tp j I11. OUXET PPE 21.500 &F.) DRAWiM10 N& 150 f ANY SiLIlSTilUT10N IIEOOEST Of CATCH DAM Ox7uaes SIAL N1E ... �� 110N= SiTANPED BY AN 01Ei0a1 IfEMSTEIED � = 2 i � V �'�l VA 1E L CH CATCH BASIN c J wr 70 SCM E � w f f0 I co 03 .4J : r • � i� C h.S- r X. J t i .... —VL-10-7.. • :.- ,- .._.. - .. ., -.._.. -. r ..-w+�..� - ,.,.. .. .. ..._^�•........�.wlr...-.+,Yr,... +.. w ......rw ..+.Mr.. ,..... w"�..w.+_..-...-. W. .�tAY.LWf'►1iYY}I.WPAYCl/},.M.1�.��1L AMNYaI�,Y1.[.+IM i ; 1 i1 II I' , ! + . �l �i��.,.:...; ' . •� ;- , ';�,,��; _ •, �{ s1j' 1 ( ( I ! Lill „ .�11.IIIIIIIIIH11111 IIN�fill 111l�INI 1,111 111111 11i i 11 i lil.fiilli1 l 0 1 1 l a 13 14 i l „ M0�1R•i SMI I I. I1i1 80 i as 3'3 f 4 >�!. 2a g7 R9 ili1 �o I' )r. ', ' •- ,-.est };. +� 4f't.' ., .. d �h•"'ih�tix l " r ry' v _ t• J r r' , t . a. 1 /f. i. u i I I \ . f NOTES: ONE TWO RECESSED SEVEN NO. 7 BARB O ILL PRECAST 475 AN SECTFONS SMA! CONFORM 10 71ST jM.INS1fNiS ► NO. 5 NO. 3 REEL T 5' O.C. 04 OF ASTM C-4)0 AND MPUCAOE PROVISIONS OF STAfA7AAD P' B BARS L) DRAWING NO. 010. 3/4' SQUARE ENCAPSULATED . S; (` RUBBER GASKET\ A A 119 a 0 .° •O VINES 10 HATCH ij^f e I DO . CINIB TTPE a PVC QO U O A : i• ("i INTERCEPTOR \ I'/FT' ;'O : ,.W• :i, 1 1/2• NO. 5 BAR PIPE :r...� SLOPE 4. •.'I.•! ' . '. • : SANDED L_ �` / RpE `' �'^ —'-I T� NORMK SAM BELL FITTING �� •, B pi PAVErE11T ,11. . O.D. .. 1_ seCTIDN B-B PLAN .� ,. . ' . lit PVC SANDED BELL R �• I -0. — I :a s m f� '11'• •a, 25 Q � / SECTION A A MIN. is A'T d °�° 2 �y e ° ° • ° ° e ° e-r a• 41 • A• h ow NOTES — �. . ..� OPTION: CONST. JOINTS KK •� • _ O o s 00 AIM HEAD BOLTS '! 1/3 K SURFACE AREA KORNBANO s o' o 0 0 0 0 ° o,`��gppY�j� 1 1'Low ABS= _ •)•. ' ,° STAINLESS INTERNAL LAU'N'FAI'W'WT DfNW1S — •• MIN. STEEL BAND o e RU d TO HAVE BOLT WON COVER. NON-SHRINKING GROUT CO/S11K1C: CHANNEL TO SHALL BE GRAY NO. S BARB �,',A , :i 1 1 2• FOR CONCRETE RPE AND SHLLF IN FIELD W^IRON ASM A-A mm !O �•• , INTERCEPT / „ SEE ADDU � PIPE `` BAR DETAIL 1 1Y MARY OF 3/4'-0• IN a .: •i A• P 001PACTED BA.E ROCK t NO. 3 . BAR- '�•. •�J; •i: FLE)UPLE DETAIL ' . MIN. 1 1/2" CONNECTOR „ .°:I:,• ••i. 1.1 ' 01 O i, KORNSEAL BOOT :e.! :.'.... .:. .'. ' a\ i'. z CLEANOUT FRAME AND COVE , , c . .: .;...•.:. }.gid;.: ;4+:M •'.V:•' . •...� FN PRECAST CONCRETE MANHOLE RASE aRAWxx; NO. leo 1 >r. •a DRAWING N0. 020 F, f HOOK BAR U a „ SECTION B—B � � � 7 DETAIL o LOCATE FRAME AND COrR + GUTTER & CURB INLET ❑❑❑ O CV c n OVER V Ri L�oTM AT T J� y CATCH BASIN rCG Q o I � DRAWING N0.226 Q F Z I Q 0 a e� Q 0 / A w STANDARD FRAME AND COVEN (R ,..4 MTWRWT FRAME AND C171EF,• SM J • SQ mwm w 1wsAm PA ID 1m / i.• w :jx D I y1A ,•::. MAXIMUM IY FROM SET FRAME IN NON--SHRINK .`• •.::\: TOP OF FIRST TING GROUT �� SFE STANDARD DRA�NG N0. �:•• TO TOP OF CASTING \ 4T FOR FRAME AND COVER. �.'Ii: "•�i ':i. •'.'�'' •i �."' NOTES: t GRADE RINGS (2•,4••DR e•j �r[Q' I.A.U.REPRECAST MANHOLE SECTKNS SHALL COIFONN 10 T11E _LL__ � , AMMUM 17.• Oj' RECESSED CURD INLETS ALL FOULED I OF ASTM 0-470. SET IN NUN-SHRINK GROUT 1 I PLAN VIEW TO BE REINFORCED 2AL POTHOF M RACE CONCRETE LI SMALL HAVE ' 2B DAY STANDARD ECCENTRIC •�-� CONCRETE IW1IIFn IN •:1RE21GITS HALL PSI. AND 91I.H OFF TO 4'. CllllB TAH JOINTS SINAL eC SEALED R IWTH CK O PERFORMED GASKETS . „ -3' CONE �P �� B DRAWING NO. 22 J EQUASI)CHL AS TONT-SEK NO. • RA SPEP, OR AN SS-APPROVED D21 O F EWAL C OOMMEC I TO TO ARAM L E 94ALL ISE SS-500IGH TOP OF c. Z 0 7.4L PPE CCCTIONS OF 10 OR R EA SHAH, E WATER TIGHT. ' _ PAYMENT a MANHOLE AND CHANNEL UETAR. ATTR 9iUl1 REQUIRE A :: •,i�:•,•,, i'►?�• i'•;..e• 'a • !e 2 W O.RPE IRE A MANNCIM OF FOUR OR MW A MAHANIESNE SNARL SID DRL 5TFP5 SFE 'JViC REQUIRE A MANHOLE COFIECIRIN AND CHANNEL METAL STD ORATING LID. TO i • • WEEP C N = F 7.PROVOS A ALL KT 6 B• OF INTACT (UROISRWISED I MANHOLE SECTION ,e� MpF_5 O MANHOLE WALL SETWFE7N PIPE BNE.VCW75 AS 11EAAWNiD (VARIABLE 1'-4') ON THE NUDE FACE Of THE MAMOE ,•.� MAX L BREAKO!.1T OF STALL FRO PPMINIMUM SHALL BE MM AN) •.'.i •. . 4' UAKMIX GEM RE PPE WALL m 9.THIS DETAIL UM1ED TO MARMN INTERIOR DROP OF 24• -- .>• k Q 1e• �; FOR SANITARY CONNECTION AND W FOR STORM CCVIECTICK 10.WATERTIGHT /TAMPER PROOF MANHOLE 'RASE AND Pmw X Ka •,. COVER SWILL BE USED N ALL EASEMENT AND a •t,.• E WIHI {'PflC�f 9 OF STREET AREALFOl FABRICATED •IEE"FABRICATED �, •� ' .. �'. i. • • ' J 12• C-900 OUT �'-'� • i : j ' •:. ° t� . I.E. - 145.22 ' . . ISOMA 1Y LFDOE /\� I � tY 5T01B1 dWN .°� s.� ' l • d'• i ' . 1Y MNOMUM __. /(CNE REMAINED) ✓ I 1•/FT. SLOPE 1' MIN. FROM TOP OF s.i i IE: 115.J2 g FOR CONCRETE RPE ! ( ') PIPE TO MANHOLE or WT {Y SECTION1Ir SECTION A-A SECTION B-B ° P J E 1M.55 NOTES: N ► FABRICATED 'lVA• 36,• SUMP7. CATCH BASIN TO BE CCNSTRUCIED IN ACCORDANCE N11H ASTM C-47e N NREMOVABLE I h SOLID PLATE 2 INSTALL STEPS WHEN DISTANCE FROM TO' OF GRATE TO FLOILIKL O RPE IS 6 QEAIM 1NAN 4jr SEE SM. CRAWC NM 100 SET FIRST STEP 1T MIN TRE O ORATE ~ Y' TY OF 3/4'-Q CO PACIED 6 M�(M COIIO� �'. �.� .�v ` Ln 4 �1�•-- --t J. INSTALL STRUCTURE ON MNMA O' O. O 3/4'-0' COMPACTED BASE MATEMA. j BELE MATESPL .: NFAgVANE WATERTIGHT CAP I78 PIAN YISIf r { . • :` 4. A-615 RADE S FOR PRECAST W E EEE BASIN SHALL E REHAR MEETING ASHY U N �..., 0 1F1•Ne.. ^ih•T, A-e15 GRADE >b pl 1 `OED WWE MEETING ASHY A-4W7. J m I S. ALL PORED N PLACE CONCRETE SHALL HAVE A 2e DAY STRENGTH OF 3000 P9 Ehms•,�, J 0= a AIB A SSP OF Y TO 4'. L OIANEI IF_QUAF.D M FLOW PNOIION APPUCAIIONS. AS APAOVED. ALL OTHER < 2 .,. .: STANDMD �;1n 1HOLF POLLUTION CONTROL APPUGAIKIRS NIMBE AN 1e' SAP BEND. LORST PPE Koff. � 3tI OMAIS M0. 010 MH DETAIL MH#A2 HI/.GIUTTER & CLIRB (CG-2) q CATCH NTS DRAWING N O.. 2261N l5 X35 .., • . . ._..-.._. ---...�.- .,..-... -_ _. ___�..�.,,.,_„q„�._.�.._.. ._ ,....,,.- . . . " _... ....- ....aas�aaRa'aoMl4MIw'►uAN►WfPIR1�'�tAdrA _ __ w .` _. . _ _ _ _ __ .._. _.. . _ ...-._ __ __ tR .I ;II ILII ILII ILII illl 1111 1111 llll'IIII III'. pU Ilil 1111 ll❑ pil 1111111111111111 1111111 III ILII NIH 011 I11i III 1111 _ - - r . LlOiLRYBTIIER (� :. .,Ili p is i� �in1� .�. I'J•ma{° O A 10 11 I2 13 �n is 1 IB 10 O 21 22 3 4 6 C 2T 20 00 C�11 I i Q + F V } yylLyy 3 s rf y k df 'v 7" a4 r CYl 0 O i CA c ' 6' X 12' PRECAST GENERAL NOTES - 4 STORMFILTERr DATA PAR , 1.) STORMFILTER BY S1CIRMNATER MANAGE►iENT. I1O11'll./1Nf), ORE00N (503•-240--3363). ociiiia sm guill FLOW Igta _ 2.) ALL STDRMIFIL'ERS REQUIRE REGULAR MAMITUNANCE. REFER M OPERATION AND PfJYf PIrTJIN EO~) V l MAIN'TENANCE GUIDELINES FOP DETAILS. mm mwo of Ill 0 OF �� R OORV479WAM IEE i1011lIEOM QM" 11111111IMT11ft (FA6D pACIll N W 3.) PRECAST CONC�.ETE VAULT TO UE CONSTRUCTED IN At:CMANCE• MATH ASTM CWAL TT1�E EXAMPLE 3 10 1' Ort '1 Tq 2' I � Q 4.) NXT AND OUTLET PIPING TO BE SPECIFIED BY ENG91F37i AND PROYM BY CONTRACTOR. 0,v-4Dvti IW,. I.E "7EINAL lopAgryi tADAISTAKE LID LA1fOOR 5) ANTI-FLOATATION BALLAST TO BE SPECIFIED AY ENGINEER. BALLAST TO BE SET ALONG Ill PPE 1 144 G-900 B- � -- ENTIRE LENGTH OF BOTH SIDES OF VAULT. BALLA3 i MATERIALS TO BE PROVIDED B+LEI PPEE!_ � A I ��) MfJiN NOIR BY CONTRACTOR. T Prf 142.1 C-BOO !• B) PRECAST SYMOXIER E%PPED WIN KNOL3CWT3 AT ALT. MILET/01.1111T LOCATIONS. NG4FS/woA-L IKQUMDMNff: i i —_ 00115 KIS AVALAIRE VINEN SPECIFIED. -- — :1c a _ a U N PRE-CAST 1E- CONICAL 11"Ol war 114' CONICAL 7.) DETAIL RET<tEClS DESM Hill ONLY. ACTUAL VAULT ONNJ MMS AND CONFXAAUTION 2W © O N N (COVER a2`,ILSANITARY HC11£sCO(1t3 51 MALL BE SHOW4 ON THE PROOUCTK)N 94M DR.WNQ —_ �{ W VLR ONLY CA: :,.- ( ! (L / \ A A I I 0 �� 0~1\0 BALLAST (SEE WITE 5) SOI? ALTERNATE I \ , INLET PIPE (SEE NGTE 6) TVP, e x r oars _._� , 2• 0 OPRECAST 14 _.. ---�--------a--- ---�_. O O 0 VONCP.ETE — —�_: a d ac �! a z 1/d* . 1/2* r 0 0 VAULT ` J -y-"--r-- =- 5th. ADOC NT NaR v SECTION A—A 0 AIMINLU BAY 3_;_x , x � Q `\ O 0 �.0 A 1•_..10• ,,� TIM. -,R�E--'�� Z jj O , __ __ _____� 1 �e F- \ _.�� ~ �• `. — PLAN Q 0 SANITARY STORM I CARTRIDGE —•' I 1 v I OUTLET , , z z 2t-,314' f SAY EKY INLET PIPE E3 :'./S' z 2 ,,2• FLAT JARS Z 4i:.. III OUTa.ET PIPE f1 A 1 7/B• ON Willm I (SET NOTE 4) 2' (SEE NOTE 4) - 2• w (_� d r --, r- \ �- - aAE3 IN RS 7 F� '2,S• —� to all - A 3X Al d d w 9 >w ® F Q HIM I 6'x12' PRECAST ::TORMFILTER1�— PLAN VIEW 1 0° 3" SCALE: N.T.S 1 r_ J 1 Z3„ --- I Fes- Y _ i -- � W 24-1/2 I 3-32X3' DIAMOND PLATE: r41L.CO fdX)RS- TF'AFF1C BEARING UL► � � X -----••i `1 s/B• x 2• LAT PLAIN A I V Orot B�A►I W -- — _---r--—_._ - BARS EACH aro _voty Well SECTION 8-8 � ,NMI[R BAR limp NOTES: LADE)ER FLOW SPREADER ,. NOTE: I. SUBURBAN TYNE NOT FOR USE IN TRAFFIC AREAS OF COLLECTSOR AND ARTERIA. STREETS ( )� STORMFILTE' FRAME AND t;IATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. kY 2. COVE P, AND FRAME SHALL BE GRA't CAST SRCW ASTM A-48 CLASS 30. I CAIS OGE tMT) 3. COVf_R AND FRAME TO BE MACHINED TO A TRUC BEARING ALL AROUND. I ADDITIONAL THICKNESS AND RE,NFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. 4. NOTCH UD FOR UFMNG HOOK. 5' WN I r Tia , . / 1 _ AND STANDARD / CATCH BASIN FRAME AND GRATE (L-G2) C.�ea v&= Services `" MANHOLE FRAME AND COVER ER /�clea semi= � O ♦L1 LIR�III �7QY)� / Our eammitmnt it eitir. O DRANIING NO. 255 o z p Owe eo oifttest 4 slow. A ! REVISED 02-03 ars' DRAWING NO. 110-SA/ST REVISED 02-QS 1•-B• • - 4 — _ Z uj PIPE MANIFOLD (TYP d�j •f, �• ° fi 1 j �' ,� '.�291C• ��•:F'^,�: i L� WALL (TY r) 1 EXERGY E)ISS1PAi0R �— 0- BAFFLE N NOTE: ALL MANHOLE FRAME AND COVERS SHALL BE STANDARD. SUBURBAN STYLE WILL NOT BE ALLOWED. z. "'"' "0A""" 6'x12' PRECAST STORMI"ILTERTM— SECTION A—A ti ( 4j`r N_ 0A FfAMW We. _ Ma saw.m. fii& 4.VVWAW SCALE: N.T.S 1 � tI!eI101 VJL MO >RFfT d'�c 12' PRECAST STORYFIl.TElt PLAN AND SECTION VIEW m y ' STANDARD DETAIL _ STORMWNA•; R 1 M A N A G E M E T I N C . 01 ioloiliaiiiia N+Ifl1If -- - 8130I1� -- ctpp -r 7 C. d � �. tA O -Q 41 o caj Its r � n _._.._.- ,prhu►r`utdWnw.wwncaxvr � - •. *-a 7rlgid�"- mill ' }�'.�, ,.•:'.. 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PI- 1. .�•j./ � / , =in%'� 4 _ • . _ • u• V ' R—�II� ./.q 1 . ll;-ti •.. 1• /• 1• 1 • ' I• �. , 1 Fn• - - -. 11 1 1 � � ;b J • � rl tlr\•��.Y r L� .. r,.a^'•""'T°'.•..•:.•.r•.'_ nf •, ^• "'1"^•.>+.�m 's`;. .• �i i' ,..,.� /,.at.%.�i._ . i.'i... /w/,�>:i_I� 1 . / � �.'-i: •.,:A. •\�.\.: r1 - •c �l\�7C >17: I . !I� �I yr.rl LIIR/.•••r• I INFORM v4 , : 1 1 . ,1 ra • !�i /A C•.:�'�1�/�1•I N✓.r.L'Ii ISN.,• .:%�. /.. � IIs�1 �-.n N a.•S. •1- • .. 1 ` --�.'- LII=H �+. .-�..- • � ':•' . � � I Ilf 1 � \ t p „ e ih 1 1 1 s r cF SY t ' I . ♦ ' ♦ A,J 77=77T k e. 1 1- ,J �x r` Yi Nh f Y t j ! � SIN- / i/ �, 1 I I > r\ FIi 00 TEAR U -FL000 BA � UNDAR - - _- - _- - -- - -- / �45? 1 - -��-..�� . �.�� ..,�.�� ---�,--- -� iia t�-r rr �r -�.�r�w-•�'s�G.i�i�_--- Cl +ME q11MMow In - __ im on UP ON ro �-- 577'52' • 6.»U' 41 T { p \ ! - 24 1 1 -",1 13 14 _ - 1 I 32 I I 33 1 I W 4 I Q ucu ` ` V - � - - - --� r S i 12 3 '�I 1'44 15 SSMI{ , -1 - { SP ' I 34 2 23 1 I 31 i t V - 1 l I o I - � 1 � I 11 + 22.0"16 .;' \ \\ ^� x 3 d. I ACCESS PUBLIC 22 __ ___ 18 35 10 l ___._ _ _ 21 36 I 4 N ,n 1 38 c� 18 7 I 25 26 1 27 128 29 30 17 r - \ 1 .r rn 3 11 I . 5 1 39 t 2E I i c� t - �"�'► 6 ' .,r 5 19 I I I i I I __ I 38 49 48 3O d�y� �` w x., I N I 3 I �' W 7 / I _ __. __ _ .._ �. � '� 49 " � j - 0.o 39 - I� cnoN r1 _. 13 -- -- `✓ 4" W 11 H 1-6 3 ` 1 111 �t ' 12"5J-- 12"SL 11+00_12 -- �. 1 - 2";rit-, 1 - ---�j2" g� - - �4"- �1 „ 8" RESTRAIN WO 3 ,�- 2 3+00 3 JOINT PIPE CATTi�. " r . MMMMMMMMBs SS s 3.32' f°"SS S 0.:_.w__ - 8"SS , i �___ 15 - I7 t 12 �j 8 1 fi SSMH 1-2 I I ' �. _ '. - .61 �+, $SMH1_1 1 d GARAGE SSMH 1-4 1 d � c FR 49 1 8 1 14 m \ 31 I �� I I 11 - 44 i I I I - T _JJ1 ~ WD FRAME - I N r c - 45 I cr ELij A UMEIvT TER Y I 0 GARAGE - ► -_- C�GNI A IN, F'HLI ,� 50 r 1 j L- TELE VAULT ``Q O- \ �. 43 42 41 40 WC FRAME a __ __ _ ' UG ELEC '�0A'f TSI r1RS iO lA SE ��' \ GARBAGE DUMPSTER I O I �� « �'� -- \\ W/ CHAIN LINK FENCE : I I I ~� RANSF017MEF r \ r- ��r�['� �n1 � If 51 46 I I I I �: �Isc�+ 0 z ,1 0 lJ hl ` 1 y I I _Fi �CATV' R15Eh � ( 0 Z I D ►FLEX -- -- 1 Z WD FRAME - O `l 47 I ¢ I u'a V I V �\ 30N, l 11 FIRS :WASE �J2 N 48 NTS �� 1 \ f5' WIDE SEWER EASEMENT - T I V `- _ GI Q - /,��1!jvl�' �.-�' 0+00 �' .- �-� PER 8K. 660, PG 408 8 X4 MECHAN AL , -0 + FIRE \ ` i �Lj s •. - __ __ _ m JOINT REDUCERHYDRANT --- r __ -1 SO-PROPOSED --= -__ .:'"� - _-. .- -_ _ 112"SU 12 SD - 12 .r- -._. PUBLIC 14 1BMW - W, 4100 1300 t2+0'OLLJ WATER 16c00 EASEMENTwM ` ? M 16.0 5.0' S f W AND \ \ SAY FANNO CREEK DRIW � a 0- 24 CURB \ - -- -- �- -�-- ._. - ,, I r� 4W 4" MECHANICAL JOINT °" GATION METER DE s_ 'Y;•- HIGH coNCRErI � •�'2" IRRIGATE VAL , ( i �r ti WATER N QTE� d0A1A !Ns L. ' 9000 ' AIECTION /2 CONNECT TO EXISTING WATER LINE AT INSTALL 4" X 2" SADDLE W/ 3'` LF 2" O INSTALL 4" 90" BEND W/JOINT RESTRAINT O 1 NTS STA: 11.4 42.25, 151.65' RT BONITA RD. STA: 12+27.84 8.0 LT CATTAIL (' STA: 10+42.19, 8.0' RT CATTAIL (N) LEGEND W/ 8 X 8 CUT IN TEE BY CITY APPROVED Q - " Z INSTAL_ 4" 22.5' BEND W/JOINT RESTRAINT O 8 CONNECT TO EXISTING WATER UNE AT I 8 DIP-I"_ CONTRACTOR. CO"ITRACTOR TO POT HOLE 4" METER SDC'S TO BE PAID .� � " EXiSTIIJ3 MAINS, VERIFY FEASABIUTY 28.48 RT ALLEY STA: 12+39.14, 7.2 RT FANNO CREEK -� -- PROPOSED RIGHT OF WAY ' 6 XS REDUCER STA: 10+36.04, UP FRONT. METER INSTALLATION W/ 8 X 6 HOT TAP BY CITY APPROVED o BENDS AS NEEDED, AND VERIFY 10 INSTALL 226.5 LF OF 4" DIP. I - - - - - PROPOSED LOT LINE Q 6" GATE CONTRACTOR. CONTRACTOR TO VERIFY LOCATiI,m WILL BE INVOICED TO DEVELOPER o LOCATION AND ELEVATION PRIOR TO O TIME dt MATERIALS INSTALLED X ---- X PROPOSED FENCE LINE z ,� 3" VALVE -STRADDLE AI: TIE - � AND ELEVATION PRIOR TO CONSTRUCTION AND CONSTRUCTION AND NOTIFY ENGINEER 11 INSTALL 4" X 4" TEE W 45' BEND 1V JOINT NOTIFY ENC:NEEF OF ANY DISCREPANCIES. � �" � BACK GATE VALVE OF AfIY DISCREPANCIES. / / BY CITY. SD PROPOSED STORM LINE v RESTRAINT S d STA: 10+14.82, 8.0 RT -SS PROPOSED SANITARY LINE p N z Z 6" EXIST 0 INSTALL 34.3 LF OF 4" DIP. DUNE GRASS > 9 INSTAl1 FIRE H'rURANT (TYP.), STA: 12+39.14 26.4' RT FANNO CREEK W/ 19.2' Of 6" DIP. cy d g Q 8"W PROPOSED WATER LINE a v 0. V) 12�J INSTAL_ 4" 45" [SEND W/JOINT RESTRAINT O 30 INSTALL FIRE HYDRANT �TYP.), STA: 11+47,00 INSTAR 8" X 4" REDUCER AND 4" WATER � STA: 13+00.21, 7.8 LT CATTAIL �S ■ SANITp �� METER do DOUBLE CHECK. STA: 13+79.2:1 � ) 30.3 LT BONITA W/ 4.0 OF 6 DIP. ---------- PROPOSE) SAWCUT UNE ARY NOTES ES 25.41' LT CATTAIL (S), TO BE INSTALLED BY 13 INSTALL 4" X 2" SADDLE W/ 7.6 LF O 31 REMOVE EXIS'i'1NG BLOW-OFF AND CONNECT TO EXISTING PROPOSED EASEMENT Q CONSTRUCT S"'SMH#i-1 OVER EXISTING 12' SANITARY UNE. CITY OF TIGARD UPON PAYMENT- STA: 13+16.36, 0.0' LT CATTAIL (S). 6" WATER UNE AT STA: 11+31.44, 9.9' RT WEAVER. Q PROPOSED SANITARY CLEANOUT CONNECT 8" SANITARY UNE WITH INSIDE DROP CONNECTION. <�> INSTALL 65.8 LF OF 4" DIP. 14 INSTALL 59.9 LF OF 4" DIP. W/ 6" MECHANICAL JOINT GATE VALVE AND X 8- REDUCER. CONTRACTOR TO VERIFY LOCATION AND ELEVAT1r,a PROPOSED STORM CLEANOUT CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO - " 45 CITY OF TIGARD TO ACQUIRE WATER Q CONSTRUCTION AND NOTIFY ENGINEER IF ANY DISCPEPANCIES. INSTALL 4" 45' BEND W/JOINT RESTRAINT O 15 INSTALL 4 TEE W/ 4 X 2 REDUCER W/JOINT PRIOR TO CONSTRUCTION ANBD NOTIFY ENGINEER EASEMENT ON ADJACENTPROPERTY ��) PI.OFOSED CATCHBASIN STA. 10+83.20, 8.0 LT CATTAIL (a) RESTRAINT O STA: 13+67.74, 8.0 LT OF ANY DISCREPANCIES. �, CAI-AIL (S) INSTALL 6" 45' BEND W/•IJINT RESTRAINT O � PRIOR TO CONSTRUCTION. PROPOSf-D STORM MANHOLE SANITARY LATERAL TABLE 6 INSTALL 4 22.5- BEND W/JOINT RESTRAINT O 16 INSTALL 4" X 2" SADDLE W 31.0 LF 2" © STA: 11+36.80, 10.0' RT WEAVER 4 INSTALL 45' VERTICAL BEND W/JOINT � PROPOSED SANITARY MANHOLE v _ STA: 10-4•39.89, 7.2 LT BROOKUNE " " / RESTRAINT O STA: 11+37.87, 7.0 LT. ALLEY = �- & 4 X REDUCER O STA: 10+49.10 33 INSTALL 6" 22.5' BEND W JOINT RESTRAINT O PROPOSED FIRE HYDRANT + f • NOYE: ALL WATARY LATERALS TO BE 4' PVC AT MIN. SL = O.M 0 INSTALL 4" 2,2.5' EMEND W/J(XNT RESTRAINT O 8.0 RT DUNE GRASS / STA: 3+18.74 PUBLIC WATER LINE. STA: 10+28.07, 10.46 LT AU_EY �� 0 PROPOSED WATER METER STA: 10+30.04, 30.8 LT BROOKUNE 1 INSTALL 51.8 LF OF 2' WATER. 4 INSTALL 45' VERTICAL BEND W/JOINT �iLM_SId� 1E 0 EW M Eff LQU SAMIARY ST jm IE • END OF rVE L" 5MMIM SIAM JE 0 EIS OF PIPE �� 34 INSTALL FIRE HYDRANT (TYP.), STA: 11+76.12 RESTRAINT O STA. 11+33.01, 7.0' LT. ALLEY PROPOSED BLOW-OFF � `ti' " " 36.3' LT WAVER W/ 13.9' OF 6" DIP. STA: 3+13.86 PUBUC WATER LINE. O PROPOSED WATER VALVE r0. 1+4314, 16.0 LT. L,M!£ 2 14116 111 0+40.61, 20.34 RT. LK 3 145.9 37 0+60.61, 28.0 RT. UNE 4 1599 18 INSTALL, 2 90' BEND W/ 41 LF 2 W/JOINT 35 INSTALL 54.7 LF OF' 6" DIP. 48 INSTALL 8" X 6" MECHANICAL JOINT - - r 2 1+20,61, 16.E LT. L� 2 140.3 20 0+66.51, 25.82 RT. UNC. 3 10 ,0 38 0+44.61, 28,1 RT. UNE 4 158,8 RESTRAINT O STA:11+00.93, 8.0 RT � � - PROPOSED C�.NTERLNE � LUNE GRASS TEE O STA: r1+43.00, 3().'i' I.T. F30NITA. SE 1+06.61, 56.0 I.T. L)W 2 150.0 21 0+86.61 26.0 RT. LSE 3 146.3 30 0+''4.61, 28.0 RT. UNE 4 157.5 1 NOT USED -------- -�--- PROPOSED CURB LNC ►� o `" 49 INSTALL 7" IRRIGATION METER. CN u� 0+68.61, 16.0 LT. !� 2 151.1 22 1+06.E1, 26.0 RT. L�lE 3 146.5 40 8+31.17" 16.11 RT. UNE 1 164.0 19� INSTALL 4' X 2" SADDLE W/ 27.9 LF 2" O � - PROPOSED SIDEWALK LINE .� _715 0+66.6', 16.0 LT. LMS 2 151.5 23 1+16.ri1, 26.0 RT. LINE 3 147.5 41 E+08.72, 18.94 RT• UIJE 1 1633 STA: 11+29.55, 6.0 LT CATTAIL (S) 3 REMOVE AND ABANDON EXISTING WATER METER AND S'E'RVICE. EXISTING GAS LINE k WORK TO BE t•�RFORMEO BY TIGARD WATER DEPARTMETIT. �•Sp --- ---- EXISTING STURM LINE U ,q 6 0+50.61, 16.0 LT. UNE 2 152.4 24 1+37.3P„ 28.0 RT. LIRE 3 147.1 42 5+98.88, 21.44 RT. LINE 1 161.8 <&> INSTALL 95.9 LF OF 2 DIP. CONTRACTOR TO INVOICE DEVELOPER. �..-__._ ._-.__._ EXISTING SANITARY I..INt i . � 1 0+34.61, 16.0 LT. LK 2 15.1.2 25 4+21.05` 31.5 LT. UK f 1411.7 43 5+73.87, 22.73 RT. UNE t 100.!1 " � INSTALL 6" 22.5' BEND W/JCINT RESTRAINT O `91 INSTALL 4 X 7_ SADDLE W 13.° LF 2 A - - �•y� _W- EXISTING WATER LINE g 0+41#.61, 26.0 RT. LIE 2. 145.3 26 4+46.06, 31.5 LT. UNE 1 151.6 44 0+35.89, '28.0 LT. UNE 5 1524 `� STA: 10+7R '3 8.0 LT CATTAIL S O STA: 10+28.07, 10.46' LT AU.EY � ( ) " EXISTING OVERHEAD GAS LINE g 0+68.61, 26.7 RT. LME 2 115.7 27 4+67.20 31.5 LT. Ll1E 1 151.0 45 0+50.39 28.0 LT. LINE 5 152.4 � 39 INSTALL 43.8 LF OF E DIP W/JOINT RESTRAINT. �. ,gyp INSTALL 4" 2" SADDLE W/ 5.2 LF 2" O O EXISTING TELEMSIQN CABLE LINE x 10 0+8961, "6.0 RT. LINE 2 tIt1.0 26 4+81.!)5, 31,5 LT. LINE 1 150.5 46 0+67.89, 28.0 LT. UNE 5 152.5 STA: 10+34.93 23.8 LT BROOK INE. ' 40 INSTALL 95.3 ILF OF 8 DIP W/JOINT RESTRAINT. EXISTING 1ELEf'HONE LINE �W u 11 1+06,fi;i, 26,0 l f. LINE 2 146.3 29 5+112.05, 31.5 LT. LINE 1 1521 41 0+43.89. 28.0 LT. LINE 5 152.7 � INSTALL 4" X 2" SADDLE W/ 15.5 LF :t" �' EXISTING POWER LINE ? Y " 12 1+19.61, 26.0 R•�. LME 2 146.8 30 5+16.05, 31.5 LT. LME 1 1513 46 1+03.49, 2.8.0 LT. LME 5 153.6 AND 4" X 2" REDUCER N d F: GRAPHIC SCALE R � '7 ( j 4i INSTALL 130.0 LF OF 8" DIP W/JOINT R.-aTRAINT. EXISTING CATCH BASIN _0 i. 5+40.27, 26.0 P,1. LME 2 147,2 31 1+(&61. 14.0 LT. LME 4 1627 49 0+3291, 14.0 RT. LINE 5 1520 STA: 10+57.60, 8.0 RT CATTAIL (N) O •• 14 1+36,63e 18.0 L?.. LMIE 3 140.6 32 1+33.7714,0 LT. LIME 4 163,7 50 0+42,91, 14.0 RT. LME 5 152,0 <8> INSTALL 4 45' BEND W ,1nINT RESTRAINT O 4 INSTALL 8 904 BEND W/JOINT RES IRAINT O 7 Q� EXISTING STORM MANHOLE V) I 1 7,0 LT ALLEY �) EXISTING SANITARY MANHOLE co STA: 10+46.88, 1.06' R A,1EY STA: 11+60.85, 15 1+2061. 16,0 LT. LME 3 140.7 33 1+41.9$ 28.0 RT, LME 4 164.0 51 0+64.91, 14.0 RT, LAC 5 152.0 " ( IN FEET ) C4 M q 6 16 1+06,61, 1+1.0 LT. LINE 3 1lSO.S 34 1+14.61, 2b0 RT. LME 4 1625 S2 0+:4.91, 14.0 R'. LW_ S 1520 INSTALL 2" 90' BEND W/ 2.6 LF 2 O REMOVE EXISTING BLOW-OFF AND CONNECT TO E(ISTING 8 WATERUNE. t`� EXISTING FIRE HYDRANT � c� Q0. cz ti 17 4+9161 1641 LT. LK 3 150,5 3!S 0+!6.81, 2aI) RT. LK 4 160.2 53 0+95.34, '4,0 RT. LME 5 1526 STA: 1,+0.3.45, 8.0 RT CATTAIL (N) CONTRACTOR TO \ERIFY LOCATICV AND EIEVATIO V PRIOR TO 1 inch = 30 ft. INSTALL 4 22.5' BEND W/JOINT RESTRAINT O l CONSTRUCTION AND NOTIFY ENGINEER IF ANY DI"EPANCIES. 0 1R 0+78.61, 1+11.0 LT. M 3 150.5 35 0+76,61. 2E0 't. "W 4 136,2 4 PROVIDE A BLANKET PUBLIC WATERUNE EASEI.�6NT " STN: 10. 37.10. 1 '.8' LT ALLEY OVER PRIVATE TRACT. o t0.• ,, ,. ,.-,..,,,�. _._.,,, _......�._- -. _ -_._. - ._._ -- _._ _..__.._. _ . . . ,T._. ... _..,,._...._ _.-._`-.�.�"'.""`-.`.-�*%r,r}r, , .,_ .. ,.G ,. :.... _ .. , winroti.«.....I,,:..«..,,•.,w,a,arwi►, re�a+idmir�rsld9sr4,-.;:;N,tvllrNw •: .,, .. I:li cNl clef II;I Illi Illi Ili! UII i 11 IIIH HI ill! N I Iitl 1111 !Ili 1111 Iil'!111 TNI hll ;:: itlll 1111 1111 (111 III; Illi Illi II""t l ;Ill 1111 III ! II Ilfjlll'iliMlillllll IIII ill! IIII 11111711 Iltl 11 1 I IIII t I I I i 11 r 1 Gni I 1 1 1 1 i I I I J I 1 1 1 1 1 1 1 ( I I + I 1 1 I ( I 11 I Rol EEOlell.l'TY>liTRIP ,� ,� � � � � � t I � - Idww.ICm 15 10 I 1 1'2 I'3 14 18 17 is !r/ 2tJ 2'I 61$ 23 24 2B 28 �7 2E' 2A 37 ...•n.0... _. ,^••,.,agNY,^-�, .�,r . Mali q ,.a y e 114 I i dt { A� 0 7 k t n-� ._,.-..„ _ ;, .• ,, ; ,'y Tia ..._, ;. . .... ♦. .,_,.- . ., :-. .- ,. -.. _.. ..,.. •.... .. _. _ . .. .M.0.. i� Fina kk�a §3 .i ;y se 1 QO m? m i + U ; � JQ D< M � a a z Ry Fes ' F j� FW a � le cS rc � :3 a g WEAVER WAY �;< — Iso Lu �} - — — -- — PU �C WATER T T--.____T � _—_r- - 'I- 156 ` o 164 - ___ �— 1-1 48•e INS _—_�__ _�— _ 152 b 1 --- — LWA ._ �_.— A 1 i 1 L ma Rwk 160 __ �VAtVE PIP148 li` W 56 O 11PE 3- - .E 6l 1 - i144 PA _ TW •152 W 62 +- PRgX. �_ - _ --}---- -_ _ . 140 1413 --. 7L BW X148.00 -- - _ - .. - Y _. _ ' -cwsm — - -- 1- -_--._~ - --Y -- —� -- 136 co 144 -fOR DETAIL - — +----4---61- - —. . it -�--- -- — _ E N 143.55 132 140 IY 1 STORM 0 _ _ Y ___ "i1S35 __� 126 0 -- — — — 1.216 — D. — - pEAt 124 DAY M vELEV 110Ng � ELEVATION a Z /.512 QO —12000 Lu � in Q a C n n v~i - � a a a vg 'n_ Bio vmi s vii Z Z 13+00 12+50 12+00 11+50 i1+00 10+30 10+00 9+50 U ` °„ : 1+DO 1+50 2+00 2+50 3+00 3+30 4+00 4+41.68 u PROPOSED GROUNDN O (n ' O CA PIPE CATTAIL (NORTF') 3 rn d e PUBLC WATER LINE PROFI SCALE_' 1'-�. N0 Z. p 0 a a c 1•-10' VET. n v?1:: SCALE; E: Y d WRT z F sr Q Q 0 Or Y w K w a Cc k $ sa IrWA-0 Rt 11 180 -- - -- nt IFA 418 _ sAw 1-4 (46•0 UIM STA iI+ft'% $0 RT. 176 ...__ _8 4Q —1�"1r6 8 _ Q __. ANl 6'S . 1A6.5t _ — .._ __ ___ c� -- — '_ --- — N 1 -- I –r - _— �— -- L i 1721 + + 1 ��CCC 4l E. 14531_ _: -26E is 16 -- - u r Lq Z 1881 - - -- ----- r--- -- --E - a LJ -ci < �— - 160!- I -- -- _ - -- - -- --- -_- -- 158 �` 1521. _ ✓ _ ____. __ -_-_-_�- __--_ � 1 4 e 140 _ _i inninin - 1441.-- -- ___- _-__- __.__ .. ._. __. __. 140. m in 1i O b m m ,. ap v ,� u) o o N b v vt i• h ! . p 9+50 10+00 10460 11+00 11+50 12400 12+60 13+00 13+50 14+00 Q N ,r,ATTAIL (SOUS N JCAIE: 1•-1D' an. " NOTE: HGi NOT SHOWiJ. STORM PIPES DESIGNED WITHOUT SURCHARGE DURING 25 YEAR N In 3 STORM EVENT. SEE STORM CONVEYANCE CALCULATIONS FOR FURTHER INFORMATION. i mm S �. ,' ` ---� .�_—�.,.•�,�,., --- —^---- __. -- -._.___ -_ _.._. _.�,.�-.. _...__..,r-�...:---_-•--.._.,.--- --.._-- ''�- „nq/aYV�a«,rw�+wlYw-..m>:w.r�.+w.w.....'....«..-......r. e LLOlLITV-IITRP - Gln aiiji7il!a 1 nlilini"rfftlh 1 r.IOup 1 r r t 1 I w t. 1 n ul 1 li t 1 I 11 mpul t t pl qt nllnq Inlmqun ul 111 111 1 I 1 I q1 i1'$lijii ro.Ya. 4 6 !0 11 1z 1e l4 1e 1 1e 10 �1 az 3a zs n x'e 27 ze zo ao ~ *oa! r+ 44 i � Q if >- r� � o � 8 a � W a ` 160 V' N ' -T— r d156 -- - ----- - ------- ------ —, _ .---—-- - d� 82 $ ' 152 -- + - - -- - - ----- o w i r EXiSThG GR"D AT - ; -- A: 1T+59.59 BROOKUNE Q i r 148 -i - - -- -- �IA10, OOSTING MADE. EL=15: c� a w - � FINISH ADE AT CL --;--- — — rn 144 • V-3 ilfro164 SSUH 2.1 ---- - __-- - _.—._ -!—' - - - STA: 11+ 54 5:0 tl BROOKLINE C o - - STA: i1+211 0 LT SIA: 10+• 44.-41.03 RT. BRO(1KUNE 1 ' RIM: 153.5 160 -- ---- _-=:.:- _ ___-- _ E IN 141VE : 145.35 ___ .-__ _ _---- 1 140 fE IN S 14460 DOSiNrG ---t---�E -- _ JE IN 4 N 145.52 - . fr i INS 1 - -- iE NJ4 SE: 145.55ELEVA AT IF IN 4 145.52 ' 156 !E C+U (E" : 14�.�3-- -- _ DATtT�f SIdRs _ IE OUT 8'N . l' -- -� - -� -- _-^ ! --- 135.DO 0 r"10-10UND AT CL 1443 ----- t -- _- PT M 144 {---- ___ _. _� _�___ __— 9- 50 10+00 1'?+50 11100 11+50 -------- -- co _ .___. _ t SR�JUKLfNE 140 _____ 1-2 Oro w ,, _-- _ i S�.:AIE 1•-30' NORIz _ 1'-10' VFRT. 136 F,--- W 18'5 __—: _��— _ '_- _ ----, r �332�rE>aS1NrG -1 -T- [E 0 DATUM —,mw ELEVATKINI AT a RNISH WADE OITT • 1 --T UVATpN AT CL 130.00 Q r 8 co Ln in � locwN U 10+00 10+50 11+00 11+50 2 c ' z 82 WATER PARSLEY_ ± + 3 u SCALE: 1"-30' HMZ. E AT Cj C7 156, - -- - i cl 0 Z _ Z 152 EXI TIN UND A - -- -- - _— _1443!--- --- m 144 140 - E)4S11NG Q�tQUND _ --____- uj ELEVATION AT CL E1.EVA AT CL ! -t I o DATUM �V a 155 00 :O v a x ca Yi v cr t M �: rri � r 1 sk -------------- 9+50 10+00 10+50 11+00 11+50 8 + + at - ALLEY 1 SCALL - 1"-30' HOR17 0 172 Z w - ------�- -- - J-4 Alr0l 1 J 168 -- 1 _ _ • RIM: 156.51 - � w Z lm.l Y - - .—__. IE IN ( 149.76 �- _- - 0 V) Ar14#3F- �- - !E 1N 7g cr ° (� 164 - - - - �Ni � --- -- t--IE I"-% „ }-----.Y-- _ �� _-_-�---�-x•31- --�- -----�- -- - 160 ' -- --- —.-�_—- - __--- } 1-5 'A _-j _ A: 9+97.82, 7.0 LT. DUNE GRASS 6 a ,., 156 t' _ _—._ - ---- - -----) R,V: 163.1fl� z < SSMH 4-1 - _- IE IN 8"S . 155.19 " A 8 STA: 11+24.31 LT. DUNE GRASS IE w WEE -155.14 RILL• i FINISH AT CE. E>6�1MrG (Ii0UN0 AT CL '�76 �- r _ _ 152 - --- ---- - - ---�- -;- -- IE_OUT_ _�__1.�4 8 r_ _ IE IN 4=f . 100.421 ----- - 1 172 - ----- + # -__ _—_-_ 1,8 ETAS'16Ki _ ' --- -- S71 11+37. PICKLEKED - --- --- A►1!'U6f f ELENAIIai TCL_ _ --, __ WAOE: EL-157. "'"�'""' --_ I l 168 t`r- � — - -�-- STAS 11'+54.43 DUNE GRAS:-'- MG RASC 1CFIpOSTMi1G GRADE: El- 164 fi to cV rT tp tf'i t`: (0 Ln v) 60 ►� 9 1 1 11+00 11+50 156 - --- - - -- , _.— _. --- - -- -- - , .. FINISH GRADE Dom-- --- _ --- �C ELEVATION AT CL EI VA110N AT Cl. - F1M511 -- - cn DA1M AZ97- _ ELEVA AT CL t - 0 c 1"-10' VOT.SCALE- 1"-31Y Z 160.00 a ' I r Of Q 9+So 10+00 10+50 11+00 11+50 ^ 3 c NOTE: HGL NOT SHOWN. STORM PIP''ES DESIGNED WITHOUT SURCHARGE DURING 25 YEAR STnRM EVENIT. SEE STORM CONVEYANCE CALCULATIONS FOR FUR'1liER INFORMATION. DUNE GRASS Q� Q SCALE.- 1"-30' HORIZ 47 4 A t"-10r VERT. j y ` :,, Jam,"-'a'" v'�Ak ., .. .,. .,.... «-.-.--.-•..,-.__.._.._,,.... _-. _.—...._.--.. ___...__.._..._._._.».-... -......._..-_.- --._...... . ... .- .- .__-.-.__..---•. ,-- .__._. _ -...-...,-.._.-...._-- .. -_ ....... ...-+.-,..—,_.r.._..r.r-..-rr.r-_.,n-+rrr•.. ......._._._.,..r_....-..._......,.--•'---+.ww ..+.-r._.._.._.. . _..._.-..-r++...r...,-.-.,...,- ,.. � 'u.'ab+!ikQwk:,Rwc,..,yl;;'k$,pk. trc.n;,..ar,..:t...w:.ti''W'a.. :. m:._,-WrjMVS'irr -swi,:_S�MIMM°'nT",' u. aeo. ., „'.... '_ .. .♦ .. . ..r,..; _.. ....-...,...,,.. w..riefdW,..'.wu'rcmer &G' �� '1Y .: ., - , ; `' LEh18L1'TY>jTIMP CfTI M �� ,1 +� �� ,i„!„�i1,,n� n, ,.a�,+n aii�cai,nu�uin,ni�n,i nl,�in,�ani�n,�nu�au ►„ (,nz i,,,�nit ani, �,�nn nnjan nail,,, nasi , , , i , a ,,,, yin nu n,�,n, nn��nr uu�,: , u,►'„►, ,ratan an�ln, a,t�h,I nl:pl,► Imo' i r i 3 16 I� Ib 19 Q 21 22 23 24 2:1 28 27 ?b 2a 3b , , e nblu'l to” a i ' .. c ... •..... * .. Y y �I vpW& WPM 1' t , ,.x.. x r . t. r I C v 18' CAST IRON 910 BOXES OUTSIDE PAVEMENT WITHIN PAVEMENT �3S OUTSIDE WITNlN 3•_p• 6._pr r iF� 2 PAVEMENT :_HENT - '_�• PROVIDE VALVE OPERATING FINISHED GRADE 4' MAX. 18' CAST IRON 910 BOX NUT EXTENSION SEE DETAIL V5 �� J-1 V !8' CAST IRON 910 BOX mad PLUGGED TEE PLUGGED CROSS gQ/D PLUG OR CAP TYP GATE VALVE -2' BRAS PLUG PROVIDE 24' BY HAND TI HT 4' THICK CONCRETEFINLrHED GRA (SEE DETAIL NO. 503 !;j' . nDAPTER COPPER PAD (SEE NOTE 4)---- N I SWEAT TO FIPT &._. Z HAND TAMP BACIT[LL . • • -" 2' CLIPPER TUBING - - AROUND TOP SF.C7ION 6' MIH. fy; I TYPICAU t: f�::A. .. MAX, Ile 6' ASTM 3031 PVC T HAND TAMP BACKFILt� •1, SLIPLL COPPER LATERAL PLUGGED CROSS r• TEE AROUND TOP SECTION i CONCRETE THRUST BLOCK SCHEDULE o ( - ggW ADAPTER COPPER (BEAMING AREA OF THRUST FLOCKS IN SQUARE FEEL) I OPERATING NUT EXTENSION 6' ASTM 3034 PIPE S EA. TO MI a� rL n TYPICAL STRADDLE BLOCK FlTIINc 0013EIID, TEL OR 45• 22 1/Y n t/a• i (SEE DETAIL la SOS) BUTTERFLY VAL ;o N �� BOTTOM SECTION (SEE DETAIL NO. 56D CONCRETE PIER BLOCK EN -- $ ENDS AS SPECIFIED SZE (INCHES) PLUGGED CROSS BEND BEND BEND i Ci a NOTE: ' TAPPED --I � TYTON .JOINT PLUG OR 4 01.9 01.3 �,m m 1. THREADED BRASS PIPING M.J. CAP WITH MEGALUG a 04.0 02.1 01.3 -- 3 rc MAY BE USED IN PLACE OF RETAINER GLAND S COPPER TUBING B 07.1 03.9 02.0 01.3 W PERMANENT 12 16.0 08.6 04.5 02.3 16 28.4 15.5 08.0 04.0 24 84.0 34.9 18.1 09.1 UNDISTURBED RETAINER GLANDS STREET PLUG OR EARTH (2) REQUIRED (EDGE OF PAVEMENT ABOVE SEMING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND .AN +� 177- NOTES; ALLOWABLE SOIL BEARING STRENGTH OF 15M POUND PER SQUARE FOOT. TO !1 NOTES, GEAR OPERATOR MJ GATE VALVE COMPUTE BEARING AREAS FGR DIFF-RENT TEST PRESSURES AND SOIL BEARING 1) VALVE BOX NOT TO REST AND VALVE BOX ]•_p• STE-SSES, USE THE FOLLOWING EQUATION D VALVE BOX NOT TD RE:SI ON OPERATING ASSEMBLY. COMPLETE I]N OPERATING ASSEMBLY. _ V-0' MIN. NOTES (�^°��A°0) x 0°°°/a rArNe maat) x(»n[ vAuc) 6 T 2) OPERATING NUT EXTENSION 1. ST 2) OPERATOR EXTENSION REQUIRED WHEN VALVE NUT �IE ¢¢ REQUIRED VIEN VALVE WT IS DEEPER THAN 3 FEET I _ 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE IX1T?JDED IN FUTURE � � Z ,.; . 0@) 2 CONCRETE THRUSEE OETAJL NO. 5TIBLOCKING ED BE POURED AGAINST UNDISNRBED EARTH.IS DEEPER THAN 3 FEET ® 2{• FRAM FINISHED GRADE. FRAM FINISHED GI.,IDE. SSE DETAIL W5. 24' 1'-O'MIN. 3. KEEP CONCRETE CLEAR JOINT AND ACCESSORIES. ui 0 3) CENTER VALVE BOX ON I I 4. THE REQUIRED THRUST BEARINGAREAS FOR SPECIAL CCNNSQUARE ARE SHOWN OL AXIS OF OPER, NUT. 11 3> CENTER VALVE BOX ON I CIRCLED THE PLANS : e. 15 INDICATES 15 SQUARE FE1T BEARING [f� °Z a AXIS Ot OPER. NUT. 5. IF NOT SHOWN ON PLN!C, REQUIRED BEARING AREAS AT FITTING SHALL BE AS 0 PROVIDE 24' SQUARE BY 4' THICK 4) PROVIDE 2{' SAME BY 4' THICK 16' 10'-0' INDICATED MOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST Z Z CONCRETE PAD AROUND VALVE f---- 24'--{ PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE U CONCRETE PAD AROUND VALVE BOX 24'-_-I MIN MIN SPECIAL PROVISIONS OUTSIDE PAVED AREAS AS 8. BEARING MEAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE (� BOX OUTSIDE OF PAVED AREAS -I w - AS SHOV4 N CONI PAD DETAIL CONCRETE PAD SHOWN IN CONCRETE PAD DETAIL TEMPORARY PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON w) o 0 CONCRETE PAD THIS STANDARD DETAIL BEARING AREA OF THRUST BLOCKS ARE IN SQUARE N LO FEET. p V) Awr as a�Nt r•w w ,q /� rn AQUVW P. OInIAR ANtlIW r. dR)M5 \ AWMiW r. 01A)IAs ApIIIIM F. WDM9 Q �°�ma•m"'"W" TYPICAL GATE �y ;ly ® WallmrrRPARadI TYPICAL BUTTERFLY oR0K2 O1rf°`00ONi1�^ 2" STANDARD oacra ,/� °�'N+ro^ STANDARD THRUST oaaxa Q Z F < wunu rr xs am muralrr usuwu.aw u�uau aa (�"�„o M.IC! IR4R VALVE cJ;f� "'° , ,.,4 VALVE 504 '®�� MARnI +� BLOWOFF �".�" MARl1I im BLOCK G (WRY v 1MAA 03 am v> Few'" an v i•IA •.. cm 5 7 0 an v mve ^a ITIM 5 6 0 Q Q o ED f-2.0SIDEWALK ADJACENT T0 CURB CIN WATER DEPT STANDARDS PLUMBING CODE ED Y - J BREAK FLANGE THRUST BLOCK CITY APPROVED FLANGE COUPLING LI MIN. �"'au/4LK -18� CAST IRON 910 RETAINER GLAN� BACKFLOW DEV[C ADAPTOR w 1 0 E j 4 L• A FINISH GRADE - CAST BOX TOP MIN r 6• MpX, Vr.LVE eox TOP \ -- _ p 1 y I[ a 12' MIN B b a Mf q 5 , _ .� I•- 1/ 4' DR41N R �� MEGA FLG Q ,GIT TAR PAr t:R (MOISTU OR EQUAL 1�11N e" DUCTILE IRON R TO SEAL ALL i7RAN ALL JOINITS W/ OSHA APPE PROVED LADDER, 24' MIN OPENIINGS CONTRACTOIN VAULT WITH Y 'D '_OK' OR EQUAL CASKETS WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR � � I TO BACKFILLING -I f- p 1° SCH 80 STEEL PIPE SHAFT EXTENSION BY UTILITY - - Z - N bb 2' S4 OPER. NUT I �DR S' SOLED STEEL RDD -. _ VAULT - - CI q < b11 / J` � 1/6' MINIMUM �� .AUC RETAINER / PLAN i 0 ~ GLAND EBAA IRON H / ./ 1/4' MA%:MUM ( ) a'LAJ MAx. BLOCK PIER FLG. x M.J. 3' BIN. 6' MAX. wi w IyQES CLEARANCE 8* GATE VALVE �- .zL o u: +r Imo. M.J. x 6• F-G. TEE GROUND LINE DAYLIGHT 0 0 J 11� d e 6 •88 n' DRAIN TO CURB OR o m SIDEWALK WITH PLANTER 2•p' �� a v a 3 I a' 3 -ROCK GUARD 1/4' STI. PLATE J + W x TO BE 5 3/4' DIAMETER STRIP .AT CURB - F R - 3' MIN CLEARANCE V/HOLE IN CENTER TO _ Q i SIDEWALK 3' MIN. T ON OPENED F \\ y ��' k ACCOMODATE MOVEMENT - 8� MAX. BREAK FLANGE - OSLY VALVE : e 7■ QF SHAFT _ MEGA FL.G OR EQUAL ^ ,x U -- - �`•� 2 1/2'x 2 1/2'. 3/8' LONG �' TO SHAFT WELDED - INLINE CHECK VALVE L ?S STEEL FLAT BAR� NOTE: '+ x RETAINER GLAND- mom ' \ 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 8' MJ, 5 1/4' CONTRACTOR T'0 INSTAL RODENT r MVO 3 PORT - TWO 2 1 2- PENTAGON OPERAT,ON NUT, OPEN LEFT WITH THE FOLLOWING: CONCRETE BALLAST. 3 CU. YD. �SCREIN AS.,i 3034 PVL PIPE / STANDON' Z f- 3'x 3'x 3/S'x 2' LpIG A. OIL RESERVOIR MIN. WHERE FLOODING OR _I R]RLSIAN Q Q. STEEL. SQUARE TUBE B. BRONZE ACTUATION NUT HIGH GROUNliVATER E%IST (7yp,) -/ \DRAIN i0 DAYLIGHT OR ' m �'►• J > C. BRONZE SEAT RING � I D. WEATHER SHIELD CAP CONTACT CITY FORD g+ E. SAFETY SLEEVE COUPLING EL VATION PUMP SPECIFICATIONS 0 -) F. THREADED NOZZLES VATH '0' RINGS C-4 ^ W G. NATIONAL STANDARD THREADS t N h t W 2. SAFETY CHSINS TO BE REMOVED. \ �- KVA . r ,: n 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELI-OW OR AN ALTERNATE APPROVED DOUBLE CHECK VALVE ASSEMB;:/ 12' MIN +�¢3 � y - BY DISTRICT FIRE MARSHALL IMP' VAULT Bam 9" 24' MAX il`"'1i o F- r NOTE' 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. _� �- '4="� FLOOR TO BOTTOM pp ti 7 bi �� , 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. a 660-WA J-5AL OR DEVICE 1° @ 6. IF SUBJECT TO VEHICLE DAMAGED, PROT;CTIW POST TO BE PROVIDED. 5n-vA rSAA -'p 1) EXTFMD 2' WT TO WITHIN Ip' DF FINISH CRAOE h r-e' , 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING N0. 503 OR AS APPROVED a 4T6-vA -a a - 3r rr t]j� �$ FICIN VALVE NUT S DEEPER illANl 3 FEET FROM _6B7..v4 JFSAI m I 1- gp $ CK !-O kIT i raj FINISHED GRADE THRUST ENGUST BLOR.CKS to rn 3 � -- 8. THRUST BLOCKS SHAIl NOT BE PLACE[) AT k1DRA!JT LOCATIONS. „jt 9 r-Y n'-s• DIEER APPROVED EQUAL W 9. INSTALL A STORZ HPHASQ-{SIH PERMANET'T HYDRANT ADAPTER (OR EQUIVALENT) carr ENG ¢ ^ ON THE 4 1/2•' PORT. 3= h r5gL2 �ru�r'""� - W� 3r <" RRR�"• P. 8111114411 MINIM Rr �w� OPERATING NUT oRa Ma rIWwII rnwaeP •,."4°nu' FIRE HYDRANT Q„Q ,KL •R.ow�wmon "�'mru DOUBLE CHECKMETER 3 �n � " rARa Iw. EXTENSION ASSEMBLY ^�I o w r i''.•: ,� m r�tAwc , �� vJr r �� 542 �� '�Pf iCiW -_ 1 VALVE ASSEMBLY 532 C/� m 505 Writ - 33 g IQa/ihi.lrlplll l lliOl 1111 IIillilili' SjII l IIlrIIIIIxiIrIIIII LBOlUTY$TCm1111111 .rr II Io 8 Ilaun I 111iillleluquuIl7il111111II'Blllliilll!Q111 (n7illllzlllIQ rillll Gill 91�Iln illl � '.i li ,.'rnri nu a:I•.i ,., .� az 23 za 25 zle 27 ze 29 110 25X C 7 Tr ; d •A CP' 7 31 i X f m O OPTIONAL HQ7D 22.00' -- - - - - 0 FOR 'B' SERIES 18.00'---- I U 6.I TREE iCH WIDTH N ASREQUIRED ` N MIN q �M N . M I 10.Q0' 6 - 3000 PcT COMPRE... IVE STRENGT , .! � - CONC, T1112UST BLOCK El AGAINST UNDISTURBED ' •N ~� I v 10 EARTH-BEARING AREA 1•s0 d ON BOTH SIDES OF PIPE o (CONCRETE DIMENTIONS TIE RODS WHEN ou•�- -e,00•-----� 3,50' - - ARE MINIMUMS - SECTION REQUIRED, AS PER ---e.eo•---� M `\ REFER TO DRAWING NO. 5 MANUFACTURERS FOR BEARING DATA)-- -C MIN REGOMMENDAZIDNS •B-8' nRl� BL7VL12, ��✓ ! 4, M 22.00' w L • TAPPED 2' a Z `� PLUG, CAP 18.00'-- --� v u (n OR DT HER I `� �„� W .' ' FITTINGS AS -T REQUIRED x _ter e . WAI CElV . NOTES 10.00• ' ' •• 3'O' 1. AN ESTIMATED 12% OF THE NATER SYSTEM COST'S MUST BE ON DEPOSIT PRIOR TO 8EUMNING 16. UPON SATISFACTORY COMPLETION OF TESTING, THE• NEW MAINS AND CONNECTIONS TO EXIS SING \ CONSTRUCTION (]hI WATER LINES, AND TO RECEIVE A CITY OF' IIGARD P'18UC WORKS (TRW) MAINS SHALL BE CLE,VdF_D AND FLUSHED WITH POTABLE WATER PRIQ TO DISII'FECIION. FLUSHING .. STAMPED APPROVAL ON CONSTRUCTION PLANS. VELOCITIES SHALL BE AT LEAST 2.3 FEET PER SECOND. DISINFECTION SHALL BE IN ACCOROA'IC E 1.30' O * WITH AWWA STANDARD X51-92, THE :TATE HEALTH DVASTON AND CITY REQUIREMENTS. THE RETAINER GLANS • DITCH LINE 2< TME CONTRACTOR SHALL MAINTAIN ONE SET of TPW STAMPED APPRG'JED PLANS ON THE CONIINUOU'S FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A ✓ CONSTRUCTION SITE AT ALL I1MES. (2iLORINC-WATER SOLUTION HAVING A FREE CHLORINE FtESIDUIL OF 40-50PF+M. THE DISINFECTION -- 2.00, -- 10.[10'- - 1.50' 2'-0' 1 ' 4'-0' MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM SODIUM H _`OCHLORITE AND WATER SOLJTION f------NOTE -----� 7 J. CURBS MUST BE IN PLAGZ PREOP. TO INSTALLING WATER MAINS. INTO THE PIPELINE AT A MEASURED RATE WHILE_ FRESH (POTABLE) WATER IS ALLOWED TO FLOV: Q MIN. MIN, MAX. THROUGH THE PIPELINE SO THAT THE r,HLOMNE--WATER SOLUTION IS OF THE SPECIFIED STRfJdGIN. X10' DB�',P Bowl � � J 4. NOTIFY TPW. WATER. DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET OF A TREATED WATER SHALL 6•E RETAINED WN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE- (BOTH B-B L B-10 SIZED TO FIT AROUND 12' CONCRETE PIPE INLET) I PLAN PRE-CONSTRUCTION MEETING. TELEPHONE 639-4171 EXT. 364 (RICH SATTLER). FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF IHE 24 HOUR PERIOD. THE PIPELINE iS TO HAVE A CII URINE LEVEL. OF A LEAST 10 PPM. AFTER CHLORINATION, � � RETAINER GLAND(S) 5• ALL WORK SHALL BF IN ACCORDANCE WITH AWWA STANDARDS. FWSH THE WATER FROM THE LINE UNTIL THE WATER TH?OUGHOUT THE PIPEIJNE IS EQUAL_ L. RETAINER BASED ON PIPE SIZE CHEMICALLY AND BACTEMOt_OGICALLY TO THE PERMANEN i SOURCE OF SUPPLY. d. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. b STRADDLE BLACKS TO BE USED ATS 17. DISPOSE OF THE DISINFECYION WATER IN AN APPROVED MANNER. 00 NOT ALLOW DISINFECTION THE 'B-8' BOWL W`LL SERVICE UP THROUGH _ 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURC AND WATER TO FLOW INTO A WATER;VAY WITHCIUT ADEQUATE DILUTON OF OTHER SATISFACTORY FULL 10' INLETS, 1 HE 'B•-10' BOWL WILL _ 0 ` MADE IN THE USA. PIPE WILL BE FYTON JOINT DUC P!1 IRON, CLASS 52. METHOD OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS V.Ai, ^1TED BY DEQ. AFTER SERVICE L'? THROUGH FULL I2` INLET• .,AN 0 I. END OF LINE BLOW OFFS DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION. THERE 'ALL LIE ANOTHER 24 HOUR � , �, REL�i TER / DURAN INC � W c� 2. BLIND TEES 9. 36. OF' 3/4- MINUS GRAVEL COVER FOR ALL WATER MANS :N STREET AND RIGHTS-OF-WAY. RETENTION PERIOD PT?IOIK TO THF TAKING OF WATER ,THREES FOR BACTERIOLOGICAL TESTING. BE USED FOk l A.\a I1 15 INLET MODERATE � - � 3. BLIND GRASSES BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. BE U S. ALL SIZES ARE FOR RETROFIT ❑R 53 MT.ARCHER ROAD, LYME, CT 06371 C) o 4. VERTICAL BENDS 9. ALL VALVE OPERATING NUT'S SHALL_ 3E WITHIN JS' OF FINISHED GP-AUE, OTHERWISE VALVE NEW CONSTRUCTION, RIF F R RE IN MARINE (8401,`08-6()01 FAX:(660)434-3195 (n OPERATING NUT EXl?"NSI?NS WILL. BZ REQUIRED. I& CONTRACTOR TO INSTALL ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERLE oz Q Q FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-0' BURY, WITH A 3/ GRADE FIBERGLASS AND FINISHED IN BRIGHT cESCRwTMN DAY WALE ( of 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 St 2� .'.F FEET of BEARING SURFACE ARE FIPT INLET, AND A 3/4- UNTHREADFD HOSE NOZZLE. ALL STATIONS SHALL BE ENCLOSED IF A WHITE GEL COALTS. PAT. # 6074130 8/09lL; NONE Q 0 REQUIRED AT EACH TEL CROSS. AND nEND LOCATION LOCKABLE. NON-REMOVEANLE ALUMINUM-CAST HOUSING. WHEN OPENED. THE STATION SHA.L B-8 & B_10 -_� - Q Z ADDITIONAL PATENTS NO �E REQUIRE NO KEY FOR OPEFLATiON, AND IHE WATER FLOW IN A►•1 ALL--BRASS WATERWAY. ALL AN)S Mi P, DUDAM 11. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJxA" FL^ TEE„ 6- `,GxNlJ GATE VAI-VE, 6" MJxM.' WORKING PARTS WALL ALSO BE MADE OF BRASS AND BE RP►IOVABLE FROM ABOVE (MOUND WITH - PENDING DROP BOWLS Isiw b�B voe Q a,�,�,�, -- STRADDLE BLOCK p pp HOLDING S-'►OOT, AND A MODERN MUELLER CENTURION FIRE HYDKANT, A-442, 6' 6: 5-••1/4' NO DIGGING. A 'UPPER VENT TUBE (STANDARD) WILL ENABLE THF. STATION TO BE PUMPED urs•s WAL w MVO. 3-PORT (2-2-1/2- NST HOSE CONNECTION, 1-4-1/2- NST PUMF-,Fk). 1-1,12 FREE OF STANC,NG WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA GROWTH. THE -� � 3 Imm °w PENTAGON OPERATING NLIT, OPEN L.EF'T, COLOR: YELLOW. APPROVED EQUA_: MUG'LER EXTERIOR PIPING WALL BF BRASS. AND A 1/4' BALL VALVE SHALL. BE PROVIDED IN PLACE OF U �y ® MAMM(tee 19 561 CENTURCON A-423, WfATEROUS PACER' 6790. CLOW MEDAU.J(IN, AND STORTZ. ADAPTOR THE 1/4' PET COCK ON THE VENT PIPE. m A tea; 12- EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE &%-i( WITH 1-1/2 - CUBIC YARDS OF CRUSHED 1-1/2--34' DRAIN ROCK. TARPAPER WALL BE LAID ON TOP OF 19• WATER METIERS WILL BE. INSTALLED BY TPW UPON INDIVIDUAL_ REQUESTS AND THE DRAIN ROCK TIO SEPARATE THE ROCK ,'ROTI EARTH CO-OER. PAYMENT BY OTHERS (OWNERS). ALL WATER IwETERS CONNECTED TO AN IRRIGATION SYSTEM �FINISHED GRADE !r►aRx1T �/ 13. ALL SANITARY SEWER LINES WITHIN 10 FEET LATI:-RALLY OR 3 rZET VERTICALLY OF A WATER MUST HA'/r THE PROPER OREGON SfATF APPROVED BAL4(FLOW PREV;NTLON (DEVICE (MINIMUM .. -- MAIN SHALL BE ENCASED IN A REINFORCED C'JNCRETE JACKET 6" THICK FOR A DISTANCE OF OF A DOUBIf CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPER r f SIDE OF THE METER. SLWAT3 10 FEET OI'i BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE HEMSSARY, THEY MUST THE BACKFLOW P.3EVENTION DEVICE !.4ALL- BE INSTALLED AND TESTED BY OWNER, "TH • l 1rATCH EXMTWG MATERIAL BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18' OF SEPARATION. RESULT'S: FORWArDED TO THE WATER MASON. BEFORE WATER SERVICE CAN BEC-0N. TOIPlOI. - QIa A9 14. ALL MAINS "TH A STATIC PRESSURE UP TO 100 P51 SHALL BF TESTED AT 150 PSI VOR ONE 20. UPON COMPLETION OF INSTALLATION OF i.:C WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL • DoCEI= k'�1) HOUR WATH A MAXIMUM LOSS OF 3 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER ADVISE TPW OF THE TOTAL CONSTRUCTION COST TO WHICH MU. BE ADDED 1016 FOP, TPW 1� BASE MATERIAL THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.'S TIMES 74E STATIC PRESSUPE FOR OdE (') INSPECTIONS. 'MATER LOSS. OVERHEAD, ADMINISTRATION, SAMPUNG. ETC., AND 2% FOR ENGINEERING ' HOUR WITH A MAX94L�M LOSS OF 5 P81. Rr-YEW. INCLUDING 'AS -BUILT' DRAWANGS, L'P')A11NG MAS',TR MAP. INTERSECTION MAPS. [TC. THE 12R COST SHALL BE RrMITTED PRIOR TO INSTALLA11ON. :• 15. CONTRACTOR SHALL T-PATCH OR REPAIR ANY DOS71NG A.C. PAVING OR PRIVATE DRIVES DISTURBED DUE TO PROPOSE) WATER LINE C ONSIRUCTION. REPAIRS SHALL BE MADE TO THE 21. O4�M►TM CIF VALIIM,�N 7M T1011MD WATM GERME AM A M FrA*E 1 D - - SAT•SFACTION OF THE INSPECTOR. I '�• fi RE[ E INER'm INSIDE DRIP BOWL • v • SECUREL WITH S T AIMLESS- �� • STEEL FASTENERS _ z Z n I EXTERNAL PIPE COUPLER A -RUBBER BOUT61 LiNFRit' STAINLESS STEEL CL v CL 3 as 'RED STRAPS SECURED IN STRUCTURE- 11 TRUCTURE- WITH STAINLESS STEEi. r } �' � WSLaj FA! TENERS, AT 4' (MIN, OFINTERVALS• tv b \ • '�:rt !caw .i, ", n •. ,i .ti Y k 'b,,.o. I\ 0 6, Ewa �ocvao wam PVC DROP PIPE v OLfT GF PPE SQl OPTIONAL RELINERa PLASTIC •• N COMPOSITE_MANHOLE. INVERT 15 REPLACEMENTS CAST INTO BASE Z �CV it1lNDL11Qla ` \ :. _ter • •\'� •+, •�'p, • v STAGIU7I+TaC1N, AS lREOIgREp ,.. _.•.•y l•• � t.. • • NOTE.. • __.. 1. SURFACING OF PAVED AREAS SHALL COMPLY' "714 STREET CUT SI ANDAR9 URAIMNG. RELINERT DROP END S NT T S I 2 J(?t 0 BE TACE( AND SANDED.- . f.D (OPTIONAL) PTIO CpNC 1 � RETE BACKFILL, .3. SAWCUT SHALL BE TACK COATED MATH BITUMINUS ASPHALT EMULMN. �t�LiNER I ®U!RAN� INC. � o n .r 53 A'T.ARCHER!?OTD, LYME, C T. 06371 3 (F(MJ) 5(#J-B(IC11 FAC:(884)434 31fR3 A i! '�" aro SCALE Drop Sowt U.S. Pat, N 6074130 LLI�v VhTF sciW i ni � Q A. * a�� TRENCH RELINER U.S. Pat. # 5553973 INSIn. DRIP 09!01/99 NONE > ala>! um No Addltlanal Pntonts Pendln 9 MANHOLE DETAIL aalr� �... IWI�Cl1 �1TM BACKFILL g O X111 _ ' -__ �� (NEW MANHOLE) AF-NEW Impuft �� v �5 _....__ _ '- ._.__..-__ .__. _ ..... .. .. __ ._ _ _ .•_._-•n*.IU...�TM.. ..M.,....t„►--,.�-,.-.•rr ...,,�..,z... - - ... ......-..,-- _.._. ,_ . ,r�'KYYyn Y�•..N rw.h.,r.K. ...Y..,•MN�„ riR .Y ---- .: , . , .'.-:' .,..a.," n-'.""°tl. ;altlrJl�e�rri Ve.ursygM YYlaNMul"-r"r'.. ,.• �:n..... ., ;.'._ .-- �. �� -.. '. _ /� i„!' 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BJIL UINC II ( 4 ,0 - -- - — - - - - - - - - - - - — — II . _ i`` =s I --243 u —---- I - - 33 32 34 2 12 15 I _ II I 3134 18 3 �' I 1 ° 3523 2 -- - .. g a tS ILL \ \ \✓ �RIIRIL 1 ----- I ---- 1 1 17 1 I :1 - - - 1 - I _ 4 _ 1 ; 1 10 1 _18_ 1 1 25 28 27 28 29 1 30 j I 38 _ ' H 1 'j Vim_ II 2 Comm 7/ 9 ' \ \ 1 1 1 S I I 9 �� - / I 20 i I I I I 1 I I I I 37 RC7LN0� O \ l 1�1� 1 - I 1 1 1 C j R / I 19 I { I -- - - AME SM s ----- t - I - 12+00 11+00 11+00 GOILLARDSC CAITAL QIORIW \\ s / Kw SIM CA7TAL (8011110 +3+00 F«. - z OL I � I \ 44 CONDOS � : - A �� o \ / WD FRAME !� T PHASE , 1 ---- W \ GARAGE ' . ..f 90 1 1 $ Bavrra FrRs PHASE Yi 43 42 4, 4o SMA MS PI/A� �' \ \ \ GARBAGE DUMPSTER WD FRAME � ' 4�`I �---- 1 -- � O O W/ CHAIN IINN FENCE / I UG ELEC TRANSFORMER I O to (I�'��0 1 I 46 I I 1 I' I ELEC RISER H V \ V �. L 9ll�C! � _ 51 -- I I I �/CANRISER L Q II . DUPLEX WD FRAME �I --- U' 2 BQNITA FIRS PHASE 7/' I I 1 . L. 9 00O _ 52 -- I I I _ • I a 1 I % 9 F s 48 a 0 53 \ w �w ? \ I I l e \ _ Yw 100 . O SW.FANNO CRM TW 10- \ � � I 1 PIC I �— - 5 ♦/- HIC . CONCRLTE ,NALI BONITA FIRS PHASE l' f i p 2: LEGEND U -- bPROPOSED RIGHT OF WAY JIL U) -- R^,OPOSED LOT LINE EXISTING STREET LIGHT A ALL �SI s P S n SIGN AND STRIPE LEGEND PROPOSED EASEMENT RIED �i T,REE, ACREN OW FGR LOU t-11 PUBLI---- PROPOSED CURB PROPOSED LINES NAL A33y0' �ETM ECT OU fi PROPOSED SIDEWALK LINE -9iDEBOX� STYLE LUMINAIWATT RE,MOUNTED STREET IIDRESS 51011 ftl� LOT! 1r-2{, YIEID a PROPOSED SIGN LOCATION 25' ABOVE ROADWAY SURFACE. c 0 S11fET AGNEW 510N TOP LOTS 25-4& - PROPOSED STREET SIGN LOCATION VATS 30' BRONZE DIRECT PURIP • — GGRAPHIC SCALE SIAM AM= SM naLOTS 44-33 ------- EXISTING CAG LINE POCF MTH g WATT MT TENSE $HEXt A _ ONLY e•W EXISTINr WATER LINE SIRE LUINN MOUNTED 18 ABOVE ~ -- oHW EXISTING OVERHEADRFACE.POWER UNE ROADWAY SU •� '� RT-2 TYPE .RR" R3_-5 -" TV --� EXISTING TELEVISION CABLE LINE (PRIVATE LIGHTS TO BE PGE RATE 15.) ( W FEFT J OO 360 7M . 2 30 % 36• J (� ) ------ T ---"-- EXISTING TELEPHONE LINE T-REO'O. O TRAMC CIRCLE SIGN I inch = 30 tt -� � - --- - - EXISTING POWER LINE "'4 � U — EXISTING FIRE HYDRANT N �, '}•a t- 12• a Y _� v h e'M1N. To'wx. tY • �' n � � o _Ir N J O cRL'c WA K _ SPACE TWO 12' WHITE LINES 2 2^ 3 I AS SHOWN ON PLANS. CROSSWALK SHALL { ^ I N I 13E THERMOPLASTIC PAVEMENT MARKING �1 q III`MATERIAL nI ,o •. ap 1D o. )1 T I ' __----'_'.^^'1q!!!Rf•n�n^Ogb!`^Tm--""------ r_:a.�a�.�ewn:M.w........ _.w»:,.•naarm� . _. ,,.r,: , .-,..m...e�Y. - . . ... adi.Tl4 , a4-.: .....- h Rill li.I IIII Ill.: llll l'I III VIII I .�il1L 111jII dull ly�u Inll ul 1u�11nlllll III Mil ijll lel le i', Ii�lin aul ll glb"Y.yud a pulllr,.pnl .urlill In ll. Ini.W Pigg lllni " 113 1112 iligl nl �Iggll elj ul iln lllu L,i u�I nl. NISI 10.3.tn 1 1 10 1 I 12 13 14 1 "I 18 11' Ip Ip 20 2l 22 23 24 25 '.6 27 28 1111111 30 5A A lillaii 1 ._ . .. 2 y Ac 14 y F f 1 l f I I V7 Z 2-ARB - 2-TPF 85 FC 6' FENCE 3-CLE t3_IrB_ 1 CAE W 3-CCE r6' FENCE 2-ARB 2-CAE --�, 14-NDC 1� E 1 12-NOL 1 -VMB 1-CAE -DOA _ 3-BJ' 1 4 RJM-, 1-TPF I - 3-RJM�1 i 1-CJ I I a i 1'GALE 7-NDNl,ICB-1 5-NDN t-CAE E FEr�CE I r 3 4 ` 3-P.0 4-kU 6' FENCE 6 RU"� 3 RU 3 T �2-CAE tO-ICB 3-RJM p 1 6 NDN -ti 1 5-NDN t I iL 3 TPF F f r 3-BMW 1 2-RU 1-C 14-NDC � I 7-SAW I i 4 � � 7 FOR ! 4C --- _ ` O `5 CSI -- I 3-PAH - 3-PM - - 4- M 2-AEG , _- - 1-DOA 1 13-FC {__ 6-BMW 1 --3-E3MW �; -14-VMB -14-FC t 4-SHH 11-END -�-- _l-DOA 3-SAJ I-CJ �4 3-AEGI( ; ► •' 28 EFH -NDN 17-FC 2-PM 33 2-CAE 4-CN 4-SAW - 7-F •' H 3-CAE 2 -I H 3 VMB- 6-BMW. C 1 4 c 7-ICH 5_F C S SHH �'-�F -PAH _HF u C 3 PM t-1-EFI 3-AEC CCF 5-SAW : . 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Q _ _ Q -vMB o rl, �— r,• 4 3-FC � - � i �_ � --i--� _ 36 2-SHH , 7-FC 1 2-PAH 5 P C 12-EFH 9-B W E �� ° 3-VD 3-Rim - I 1 0 9-VMB- I 5-RDA I c 1-HM 1-END-, PAH I -gg 3-Rpt 3-N0N ��9-END 12-SND 3-AEG 1-DOA 10-SAW 1' 2-A 3-FC _ _ % 1 C 6�'CC' --- - - ti-SLS 5-SAJ/ - --6-EtMW 3-PAH - Z CB 2-AEG 3-PHS 2-r'M - �, 76 ?`� �?^�.4 6-VM8 3-IiF 1-TPF '-OHS 3-7 �O 10-BMW ° 3-VM9 t --i-PM PM 6-FC- ' NDi+I 2-SJ- 6 EFH �5 29 2 ARB-- I 108-FC- 5 5-ICH- I -2-HF 3-BMW -. 3-PM 20 I I I I I g-ICB 1-CCF 3-PM 1-aC 6-HSO- -1-SAW - 9 2-AEG 1-SJ �) 11-NDN I-HM - - a-RJ I ---12-ICB I , AEG I I I -RDA-11 z ^ 3-HF ( 3-RDA -N �J 4-FC ° _EFI 3-PJM ' J 4 SHH 6-NDN .� 3-PM -VMB4 SHH 2 Rl: DN SHH 38 !' I 3-ENp 1-AEG r5-B5G 2 2-CAE- 11,11W -CAE z j .• v 8-NDN I - 7-VMB " 11-END1 2- -r- - — - -6-NDN 4-FC 2-DGA 1_AAC-� 1 1p..END J�_ �, i 3-SHH - - - ` -�`' I 3-END--- 4-FC 2-CAE � ` 9 PF— -. w S' I 2-SJ 8 LAWN + 3-AEG- 11-NDN T 7-SLS - - 8-ARB LAWN �. -4-RDA 5-RJM 7 6-FC RIt 8-NDN % 2-AEG 11-SAW } o 3-SH /� -� _ f 13-ICB 2-AC — I 3-PAH I � W- I/ _ 7-BMW 0-HS0 - 2 RDA o 4 2-AEG- ^ J -AEG 6-MSG 4-PAH 2-END 2-PAH . U c 8-1%,B t2-PAH �8-NDN 3-SAJ 1-SJ z , 2-AEG 1-C F 12-ICH ` � �' 2-NDN 33 FC D. •>f� -- 4' BLAC VINYLNCOATED - ' ` -4-I B17 CN CA��! ANNO L-, - �- CATTAIL SOV l ) 2-SAJ • 1 3-ARB ` ! ,1,; � 24-FC L `NORTH` 6 EFH - AR© \ 26-EFH 5-RDA CHAINLINK FENCE (NORTH 20-NDN 6-MSG 6 oRB o - 4-PAH l 2-VMB Q . AND WEST SIDES OF - - r� 3-Si�H UNITS 1- ONLY) _.. ...._._____.._ _______-,__.. ____. _ - -f - -rrw.w ��o� .rte oa�.�ow��o�r��nr��• s �� J'VM B __..._.-....- _._ ..�__ _._.-....._ ...._._-..... .............._.,...-.... © - 9-NDN g-NDN O _` 1 1 - I - NO P O 28-TOE 1-TPF 8-HSI 5 D _ I 6' FENCE 2-;,AE 5-PAH _ •. - a-RDA 3-BMW 3-RJM -8-SHH q.g I 10-ICB :SAWN - - PLANT UST: � I 2-CAE- I � J �- 1-HM 4-NDC :�., _ f 2 PAH• \ 3-HF 44 1 AC _ Cie 7-END 1-RDA-- Ir4-VMB 6-BMW ° $ SYM LATIN NAME/ Common Nome SIZE SPACING l—J —sL� - 3-VD 2-PMI 1-HM ` GRQUNOCOVI?R A PERENNIALS 1-TPF "�� ' - _____.__ I 1 C;CF ..-�M- --- - 5-SHH I-HM 3-EFI n 45 5 w 40 7'31 EFH Horl"AUS FORruNEI RAD. 'HARLEQUIN' 1 qd. 3' o.c. ' 13ONI /A FIRS PHASE �� 50 30 FC 3-CAE � _ I Honeq,�in wintercreeper Eu,x•vr►►us — 't-PM 2-TPF 9-iCB--- 43A FC FRAGARIA CHILOENSIS 1 gd. 3' r.c. 200 NUN NANDINA DOMESTICA "NANA PURPUREA` 1 god. 2' o.c. I 4•RJM - - - - --- -i W 1-EFI 7-SAW 2-ICB I 4 i 13-CAE Wild Strawberry Dwarf Purple Nondina 43 HF HOSTA 'FRARCEE' 1 gal. 2' o.c. 94 RDA RHODODENDRON "UORA AMATEIS" 12-15" 3' a.c. 7-SAW -- =.� - -- - I 5-ICB-\ i'roricee Hotta Dora Amoteis Rnodod*ndron I (, 74-74 -� I 46 43 4' `J - � I 1 7-iso 6' FENCE 4-EFH 6'`"',- 82 HSQ HEMOROCALLIS 'STELLA O'ORO' 1 g01. 18' o.c. 47 RJM RHC;O. "JEAN MARIE DE AAONTAGUE' 18-21" 5' o.c. � , S 1 2-PAH 1-PM 5-END - -5-ICB 2-.� ,- Stella D't?ra DOYlily ,loon Marie De Montague Rhododendron 1-CAE I �( � - ,- _SHH 7-RDA--\ `aC �'2-HF 2-CK 4-END ! 7- H, 12 MSG MISCANTHUS SINENSIS "GRACILLIMUS" 1 got. 3' a.c. 32 RU RHOpOpENDRON "L!NIQUE" .8-21" 5' o.c. - - - - 4-END I [ Maiden Eulolio Gross Unique Rhododendron ,-TPF I A — _ — 83 PAH PENNISE71JM ALOPECUROIDES 'HAMELN' I gal. 2' a.c. 92 SAW SPIRAEA X BWA. 'AIITHONY W�,TER,ER" 2 gal. 3' a.c. T. n �i. 47 �6-PAH I Fj' FENCE Hameln Dwari Fountain Gross Anthony Waterer Spired ��! O f� ©-CAE I i \ t- 55 PILI POLYSPCHUM MUNITUM 1 901. 30' o.c. 84 SHH SARCOCOCCA HOOKERANA HUMILIS 2 gal. 2' o.c L ��..JJ V 52 4-PDA + Sword Fern 1.1_ - _ , � �---2-PHS-- -- 1 EFM ' Himalayan Sweet Box � •• 34 SAJ SEDUM "AUTUMN JOY" t 9d 2' o c 28 TOE THUJA OCCIDENTAI_iS "SMARAGD" 4- 3' o.c. 9-END I �-EFI - 1-AC_ 10 D• , Y ..-L WN / 5-SAW Autumn Joy Sedum F..merdd Green Arbc-itoe '' `'1b r, 'r' 6 END 27 SLS STICHYS LANTANA "SILt�ER CARPET i gal. 18" o.c. 17 VD VIBURNUM DAVIDII 2 g°I. 3' a.c. I 3-ARB -�3 t5-HSO� 1-HF 48 6-BMW' _ 4,9-NDN y L It's Ear David Viburnum I 6-SHH 6-RDA-- 11 SO 1�ti.fE'':'. 125 VMIF) VINCA MINOR 'BOWEES' 1 9d. 3' o.c. TREES I 4-PAH 3-VMF3— _ Blue f)warf Periwinkle 3-AEG 2~SJ-, - T_RDA 6-NDC _ 10 AC ACER IiRUNATUM 6-'T' As shown 8-SAM 8 PAH - ------ I r 7 ICe 3-AEG 7-SAW ; SHRUBS Vrne Mcsple (Min 4 Stem) 3-TPF- LAWN, 45 AEC. ASELIA GRAND 'EDWARD GOUCHER" 5 got. 4' o c 31 ARB ACEIR RUBRUM -F,OWHAI-L" 2" cd As shown i I .�C---\ O EMro.d Gcwcher Abolic Bowholl Red Mople I e / O ' 24 ND 92 BMW BUXUS MICROPNYLLA `WINTER GEM" 2 gal 3' o.c. 3 BJ BETULA JAOUEMONTII 2" cd As show„ - � '�.' ANNUAL Winter Gem Littleleof Boxwood Jocquen•lontl Birch 7 HSG BUXUS SEMPERVIRENS 'GRAHAM BLANOY" 2 got. 2' o.c. 5 CCF CERCIS CANADENSIS "FOREST PANSY" 2" cot As showy 7 _ -- - _- - - Graham Blondy Dwarf Boxwood Forest Pansy Conodran Redbud - j - < �_ —— --- . - - ----- - I 36 CAE CA_ CORNUS ALBA "ARGcNTEO-MARC:IN4TA" S got. S' cc S CJ CERCIDIPHYLLUM JAPONICUM Y cd. As shown ,-Y - -- .. Al.. Elegontissima Dogwoo4 Katsuro Tree _. �. _ � - -_.--- ----_--. _ . _-.- -. _ -....I 4-RJM co v < 22 CSI C',VWS SERICFA "ISANTi' 3 gal. 4' o.c 2 CK CORNUS KOUSA 2" cd Au shown I Ircn'-i Redosisv Dogwood Ch.nese Kou•so Dogwood I 6' FENCE 22-EFH 9 00A DAPHNE ODORA 'AUREQ-MARGINATA' 2 gal. 4' o.c. 9 CLE CUPRESSOCYPARIS LEY "EMERALD ISLE" 6'-Y' As shown 3 6' FENCE \- 2 ! Aure-+--mtrrginoto winter 1Mphne Emerald Isle Leylend Clpress 1-CAE 19 EF] EUONYMUS FORT. 'IVORY JADE" 7-FPP _ Ivory Jade Euan tyd. 3' o.c. 6 CN CORNUS NUTTALLII 2' cd As shown I F - 21-EFH 2-ARB- 21-EFH y ymus Pacific Dogwood 9-ICB �'�� — FM W 120 END ESCALLONiA `NLWPoRT DWARF' 2 9d. 3' o.c- 7 FM FRAXINUS OXYCARPA "RAYWOOD" 2" cd Ar shown \ 0 �_ Ne»Pol t Deaf Escollonlo Raywood Ash O 0 9 HM HYDR.1NGFA kiAC:RWHYLLA "NIKKO BLUE" 3 gol. 4' a,c. 7 FPP� FPAXINIIS PENN. "PcTMORE" 2" cci As sh;wn SW FANNO CREEK DRIVE Q) Nikko Blue Higl9of Hy0rongea Potmore Ash 114 ICA ILEX CCONUTA "BERRIES JUBILEE' 5 gal 4' o.c 11 PCC PYRUS '4LLF-RYANA "CHANTICLEER" 2" Cd As shown _�_ -------._ _--.__ ,- - - —__ -- - - - -- - --- O U)Berries Jublkw Chinev Holly Chanticleer Flowering Pew _��— F_ , I _ (,, / 313 L i ILEX CRENA.A HEL.ER1 2 Ad 30 o.c. 10 RH., PRlhiUS x NILLIERI "SPIRE" 2 cd Asshown - -- -- ----- --------_ ------____—. .._-- _---_ HMler's Japan*" Hcdly Spire Cherry I---1 Sd NDC Compact D��diriaCA 'COMPACTA' 2 3' u.-. 10 S11 STYRAX JAPONICUS 2' cd As shown -LANDSCAPE PLAN � u Compact �' dino .k.aOnetle SnowbMl 23 TPF THUJA PLICATA "FASTIOIATA" 6-7' As shown --- Q Helton I:eda. 5 C A L E 1 " = 2.0'--0" m 1 1' NS21i� DATE 1. Convector is to verify all plant quantities. 10 7 03 2. Ad}r A plantings in tF ? ficid as necessary 3 Project is to ba irrigaCed with an auton-otic, uI derground Irrigation system. A PR r I- SCALE tE 0 H J O 4 Al. plants are to be fully foliaged, well br�nchea and true to form. 5 Add 3/4" minus gravel undt. the deck ov%whangs at units 1-7, 19, 20, 29-.39, and 49-53. NC TED 200315 rDOANN CHEC'MEO ;M T' JLO ,.. SHEET NO h E. )4 • ,. , ....V..b•r.iYM-.,•-.w... ' ...'.•e•"•w'—T..Rf11.. .^Mw.wn•PRRi IY r.- .....: ........w••++Tw,w+•Tw..+•«+.........- -. _..,.-.. .--•. - .._ -.. ...•_---• - .. ..y.. ....; ... ._ +... -.,.,.._ a .. "''' "' • 1! Ili iIN Illi t I al!!IIIIlIIlIC NI! I II I i, ! 11 Ili 1 fl I I 1 I. IIN illi fllllllll!11 I illi ill, 1,'!II�1lII III IIIc IJII i�lll 1111 li 114 llll llll 1111 illi !mill li�l! Ili VIII IIII ILII I ! I i t tba*.Ice 2 3 4 �' 1'I� 1'O 1 1 l2 1"3 114 It! I� II6 1�{d t > 1 f!'1it $�4 2t5 Qt8 27 do f►� 30 Ie. 1! Pilo 1 'Rill ill"M lift 1 . J w � r +f .. Y , C r I � ✓7 to W a �t t= TOP OF HARK TO BE AT CROWN OF ROOTBAt_L _._HOSE REINFORCEO RUBBER OR GI o STRAIGHT TREE TIES 2" MOUND FOR 1 OUBLINE SPECIOCA�rQ1.91�Li NG AND SEEDING WATER BA-IN t -GU r WIRE M10 GA 2'x 2" DOUG FIR �\ ` 081. STRAND, TWISTED, GENERA!. All plants snnll conform to all applicable standards of the latest edltlOn of the "American PLANTING HOLE: l.ay out all plant locations and excavate all soils from planting holes f 2 1/2 times kLvANIZED Assc,ciation of Nurserymen Standaras" A N.S.I. Z6u.1 - t973 Meet Or exceed the regulations and lows of , the root boli or root system width. Loosen soil inside bottom of plant hole ;TAKES STAKES G� Dispose of any 'subsoil" EOtj°.LLY SPACED Federal, State, and County regulations, regarding the inspection of plant materials, crrt+fied as free from or debr.s from excavation Check drainage of planting hole with water, and adjust any area showing f� AROUND TREE 2 1/2" BARK MULCH hozordous insects, disease, and noxious weeds, and certified fit for sale in Ore4on drainage problems. - w Z -. ' ---FIruSH GRADE Specifications SOIL Ill Prepare sod mix in each planting hole by mixing. _ The appo+ int silence of the �pecifica +ons and Plans as to any detail, or the opoarent omission from thorn of a detailed description concerning an point, shall be regarded as meonin that only the tTenlCS11 2 topsoil no subsoil) �"I ` REMOVE BURLAP' � ---BACKFILL SOIL MIXTURE 9 Y P g 9 � Y port native to ( �+ '� WITH FERTILIZER i� r3 tc prevail and that QOj mojle ial�Rd1e2jaign in of first aualdt_are to be used. All 1 part Mushroom compost, Conten Compost, or os approved I2i�pre ' EXISTING SUBGRapE interpretations of these Specifications shall br: mode upon the basis above :toted. �* 2 to 2 1/2 FrOQfBALI Thoroughly mix in planting hole and add fertilisers al the following rotes: PERFORMANCE QUALITY ASSURANCE: Use odecp; ate numbers of skilled workmen who are thoroughly trained Small shrubs 1 /B III plant and experienced in the necessary horticultural practices and who ore completely fomilior with the specified Shrubs - 1/3 to 1,`2 Ib / plant requirements and methods needed for the proper performance of the work of this section Trees - 1/3 to 1 Ib / plant EVERGREEN TREE STAKING DETAIL NOTIFICATION: Give Landscape Architect minirnurn of 2 dos advance notice of time- for inspections Y FERTILIZER: For trees and shrub., use Commercial Fertilizer ",�'� Inorganic (5-4-3) with micro-nutrients NOT TO SCALE Inspections at growing site does not preclude Landscape Architect's right of re -tion of deficient moteriols g g with P 9 le' and �07G slow releasor nitrogen For fine seed lawn areas use Commercial Fertilizer "B" (t3-16'-8) at project site. Each plant foiling to meet the above mentioned "Standards" or otherwise failing to meet micro-nutrients and 50% slow-releasing nitrogen I-or town maintenance use Commercial Fertilizer "C" the specified requirements as set forth shall be refected and removed immediately from the premises by (25-5-10-2) QO NOT apply fertilizer to Water Quality �)wole the Contractor and at his expense, and replaced with satisfactory plants or trees conforming to the specified requirements PLANTING TREES AND SHRUBS: Plant uptight and face to give best appearance 4r relationship to x adjacent plants .incl structures Place 6" minimum, lightly ccrnpacted layer of prepared planting sod , SUBSTITUTIONS: tOnIy as approved by the Landscape Architect or the Owner's Representative under root system Loosen and remove twine binding and bu+lop from top one-half of root balls. Cut = oft cleanly all broken or frayed roots, and spread roots out. Stagger Plants in rows Backfill planting GUARANTEE AND REPLACEMENT: All plant material shall be guorantecd from final occc:ptonce for rine full hole. with soil mix while working each layer to eliminate voids IL -� growing season or one year, whichever is longer During this period the Contractor shall replace any plant material that is not in good condition and producir g new growth (except that material damaged by severe When approximately 2/3 full, water thoroughly, then allow water to soak away Place remaining backfill weather conditions, due to Owner's negligence, normally unforeseen peculiarities Of the planting site, or lost sail dish surface around plant to hold water. Final grade should keep root ball slightly above x materials with fonts of surrounding grade, not to exceed 1 inch. Water again until no more water is absorbed Initial watering 3 due to vandalism). Guarantee to replace, at no cost to Owner, unacceptable plant a P b irrigation system is not allowed. some variety, age, size and quality os plant originally specified. Conditic is of guarantee cn replacement y g z ;dont shall be some as for original plant. STAKING OF TREES: Stake or guy all trees Stakes shall be 2" X 2" (nom.) qual+; tree stakes with r Londscape Contractor shall keep on site for Owner's Representotive's inspection, all receipts for sod point They shall be of Douglas Fir, clear and sturdy. Stake to be minimum 2/3 the height of the tree, , P amendment and topsoil deliveries. not to exceed 8'-0". Drive stoke firmly 1'-6" below the planting hole Tree ties for deciduous trees w P shall be "Choinlock" (or uetter) For Evergreen trees use 'Gro-Strait" Tree Ties (or a reinforced rubber FINISH GRADE PRO. :CTION-• Protect existing roads, sidewalks, and curbs, landscaping, and other ',eotures remaining cs hose and guy wires) with guy wires of a minimum 2 strand twisted 12 go wire final work. Verify location of underground utilities prio. to doing work. Repair Jnd make good any ~ r2 1/2" BARK MULCH damage to service lines, existing features, etc. caused by landscaping instatta.ro., MULCHING OF PLANTINGS: Mulch planting ureas with dark, well-rotted fir Or hemlock bark (medium grind) (or os approved) 'to a depth of 2 incnes in ground cover areas and 2 1/2 inches In shrub beds Apply Q s PLANT QUALITY ASSURANCE- Deliver direct from nursery Maintain and protect roots of plant r)ateriol evenly, not higher' than grade of plant as it corne from the nursery, and rake to a smooth finish BACKFILL S011. MIXTURE from drying or other possible in jury. Store plants ir, shade and protect them from weather immediately Water thoroughly, their hose down planting area with fine spray to wash leaves of plor+ts +r _ WITH FERTILIZER upon delivery, if not to be planted within four hours. FINE LAVIR+I AREAS: In fine sown arra apply Commercial Fertilizer Mix "B" at 4.5 lbs. Per 1,000 sq.ft , �. r healthy. well branched and rooted, formed true to variety and species, full folioged, and rake into soil svrfore. Establish on even, fine textured seedbed meeting grades, surfaces and 2 X ROOTHALL EXISTING 5UI?GRADE Nursery sock shall be heat y, S with a mechanical spreader of the uniform rates as noted below, Rake seed tightly free of disease, injury, defects, insects, weeds, and weed roots. Trees shall have straight trunks, texture. Sow seed t P g symmetrical tips, and have on intact single leader. All Plants: True to name, with one of each bundle or- to provide cover. lot togged with the common and botanical name and size of the plants in accordance with standards of SEEC: Rlueta gross seed conforming to applicable S'.at� lows. No noxious weed seeds. Submit w „ SHRUB PLANTING DETAIL practice of the American Association of Nurseryrnil and shall conform to the aim-ordlzed Plant Names, Guaranteed analysis .�. Y__. NOT TO SCALE ,942 Edition Fine Lawn Sol Mix: To contain 50% Top Hot Perennial F'yegross, 30� Derby Supreme Ryegross, ed i. C-) Longfellow Chewin s Fescue (liobbs and Hopkins Pro-'rime 303 Lawn Mix or as op proved) Sow Seed ai Container grown stock: Small con(oiner-grown plants, furnished in removable containers, shall be well 5 lbs / 1000 5 ft rooted to ensure healthy growth. Grow c,)ntainer plants in containers a minimum of one year prior to q' delivery, with roots filling container but not root bound. Bore root stock: Roots well-branched and MAINTENANCE FINE LAWN AREAS: The lawn areas shall be maintIl by watering, mowing• reseeding, fibrous. Balled and burlapped (B&B): Boll shall be of natural size to ensure healthy growth Ball shall he and weeding for a minimum of� 60 days after seeding. After 30 days opply Commercial Fertilizer Mix firm and th4t burlap sound. No loose or, made boll will Ge acceptable. "C" at 4 lbs. per 1,000 aq. It Mow and keep of 1 'ft' " to 2" in height Remove clippings and TOPWL AND FINAL GRADES: Landscape Contractor is to verify that. the topsoil is Ql is not cgnJWcive_LQ dispose o o site oraDer last ar��.leSL Protect and main torn v�ork described in these sp�cific.otion_ against all defects of mater,ols and workmanship, through line+ acceptance. Rep,. a plants not in normal healthy condition at the end ofco Landscape Contractor is to supply and place 12" of topsoil in planting beds and 6" in lawn. areas if topsoil this periud Water, weed, cultivot( , mulch, rest , plonts to proper grade or, upright position, remove l�1 on site is not conducive to proper plant gr�,wth, VilLt�� otherwise notified by General Contractor'. Landscape dead wood and do necessary scan ford maintenance operations Irrigale when necessary to avoid drying `. Controcr:,r is to submit samples of the imported soil and/or soil amendments to the Landscape Architect. out Of plant materials, and io promote healthy growth. The to�,soil shall be o sandy loam, free of all weeds and debris inimical to lawn or plant growth r'lies, equipment, etc , shall -- CLEAN-UP: At completion of each division of work all - xtro material, s.., ,- Landscaping shall include finished grades and even distribution of topsoil to meet p1 rating requirements be removed from the site. All walks, paving, or other s'irfacea shall be swept lean, mulch areas shall �-- P 9 g + �m .t shall be kept clean, <T ! G-odes and slopes shall be as indicated. Planting becl grades shall be opprorimately 3 inches below have debris removed and any soil cleared from surface 411 area , i 0 adocent walks, paving, finished grodelines, etc., to allow for bark application. Finish grading shall remove all orderly and complete :1 (._„) .' vi positive drainage throughout the Oreo. depre .stuns or low areas to provide p g 9 _- J HERBICIDES: Prior to soil preparation, all areas showing any undesirable weed or gross growth shall beZ U 1+ treated with Round-up or strict accordance with the manufacturer's instructions. w --CHAINLOCK TREE TIES Hime UJ OR AS APPROVED y g �Z ( ) SOIL. PREPARATION• Work al. areas b rotatillin to a minimum depth of $ inches. Remove oil stones ►- x over 1 112" size). sticks, mortar, forge clumps of vegetation, roots, debris, or extraneous molter turned o -2" x 2" U.F STAKES ( / up in working. Soil shall be of o homogeneous Fina texture. Leval, smooth and lightly compact area to plus or minus .10 of required grades. FM LLJ r.: o .CROWN OF ROOTBAI_l. TO BE z 1 2" AE30VE FINISHED GRADE ALTERNATIVE BID: In graundcover areas add 2" of mushroom compost (or as approved) and till in to the �l. Q c-0 �y W � to six inches of soil. � 2" MOUND FOR WATER BASIN P N ►---- A. 1/2" BARK MULCH o � -FINISH GRADE a ( ) i 1-6"MIN. _ r '�- BACKFILL SOIL MIXTURE -�--- ' I ' _.. WIT}-I FERTILIZER 0 < < 2 to Z 1/2 X ROOTBAL� EXISTING SUBGRADE s� J DATE t0/7/03 DECIDUOUS TREE PLANTING DETAIL NO "o NOTEQ 200315 NOT TO SCALE - ORAWN CHECKED JMT JI-0 A + SHEE T NO ie �j -- t �+ -..4 _ - �. ■air�a��r�'� ., . ...xq�.• p "'"^ .. . ^"""' .. ...: `wu.iNL- .», +urxMfhAi°d4d.''dw, hsHf7lC#CL'3'9@kT,kM� + + '. �► TIT1117M11111!1r 111107till Ilil fill 111111111f 1 ;Illi ll11 llllll111111r� If,iIlll!W11llr111111111i{litillw1111111111 1111�li,i{ILII+InII1111�In1Ir+u�lr�iii!Ii��u (I��i�rl,�fl,Il�Infl�nr�lJrlllnitrnll, l �1 Mffik flf 6T" 1 I II II 1 ( I ! 10 11 1>: 13 14 19 I7 1!1 Ifil aD 2I 22 St^J 24 >Z!S 2e 27 8e 29 30 I0�■.!crr+ v 1 1 1,At& �' 717 i