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7865 SW BONITA ROAD-1 r w O r-► (DEVELOP►;:Ii',�j �::��GII`JE'E�i COPY �IMI�� ._ rw --Ro � � z SRR( 0 O J ? ; PPROVED I=O'R CONSTRUCTION I �.:� �► � lush �NY11 UI1 Y OF 1 II.ir1111.) �, v, 0 53- _ OFIVENT 'j""" lld�:!i'tit;l(tl LOT SINGLE FAA41L Y PLANNED DE _ -- _ -- -- -.C)ATE A ,Z r 1 �, I SW w�lXNU1 51 Z Ae Sol SANITARY CONSTRUCTION NC_T�5 J I J , - __.__,___-- __ - -_--=_==_— �� --___.-___.__-- ►�''� ® � � F IRIW_ T BONITA COURT ! � ' 1, 111E SAN;'ARY SEWER SYSTEM SHAI L BE CO NS1RUCD IN ACCORDANCE WITH THESE PUNS AND THE DESIGN AM CONSIRUCIs(h SIANDARUS, APRIL. 2003, OF INE CLEAN WATER SERVICES r J i//� T.L.F 400 Stt Ci.MME ST 2. All SANITARY SEINER PIPE (EXCEPT SEWER Sf l(NC E LATERALS) SMALL BE PVC PIPE CONFORMING 10 ASTM SPI-1`11CATION J J //� !of+po car ------- SW Ml OUNUU U ST --�A►r►rO 'r J �/ cavo -- �, U3034 (SDR 35). GASKETS SHAM OF RUBBER RING TYPE CONFORMING TO THE REUUIP,EMENTS OF ASTM 4 J i % / \ � 8110110 � ; aik 0 q �'�'� � : w+"r'Do T.L.6300 II EEK � �G ` � AND ASIM 3211 PIPES IN AREAS HATH LESS THAN 3 OF COVER SHALL Eli: PVC C-9(10. r L.� —_— — — - — — i// 1 I I At, SANITARY SEWER SFRVIC: IAIERALS SFIALI HE 4' GREEN PVC PIPE CO'IFQRMING TO ASTM SPECIFICATION D3034 (SDR-35), — _ —:�_:_:..�:. ��-- __ _ - - I I SW 6UU� wFA �� cV UNLESS NOTED 011i[RWISE. (NII FARY SEWER SERVICE LATERALS SHALL CONNECT TO THE MAIN LINE BY MEANS OF A PRECAST TEE. �� \ I i 1 M- -----»��.�.,.�._--•�-- --�-_ - I 1A jNNTiJN ,� _ — VEL HYDFtUSTAl1C AND AIR TESTING OF THE SANITARY "OWER SYSTEM SHALL BE CONDUCTED IN ACCORDANCE WITH CIFAII \ \ ' ' 1 i i td I 14 I 24 j I I ' 1 �, 1 tU ] '� 4. ` I I ___ ' 32 i t 33 I •II `' 'O �' 1 iZ� W WATFR SERVICES STANDARDS. ALL NECESSARY TES7S SPALL BE PERFORMED BY THE CONTRACTOR AND YNINE:SEO �• \ \ I 1 i -----' - 2 1 i 12 j i 1n I ! —73 I j---------._ ,,,1, J BY A FiMESfNIA11VE OF THE CITY OF 11GARU MID THE ENGINEER. L,\\\ � _ Y---_ _ �I ' ,'F��' 0 "J' � X ..—L. 1 OPIN SPACE 31 I I� I 34 I Cdr C+1�� W ' 1 TEL I 11 ' 1d I I I : i Q 5. LOCAPON of EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS 1W CONTRACTORS RESPO)NSIP'JTY TO I 3 I \, 1 WETLAND BUC-FA _--1- , FIELD VLRIFI' DEPTH AND LOCATION OF CXiSTING UTILITIFS PRIOR TO CONSTRUCTION AND INFORM THE E NGINEEi OF ANY \ \ \ � '-f------ 1 ----- i 17 �Is _ __ �--- --' � ' 35 � - DFSCREPANGES N 11#E PLANS CALL FOR LOCATES A MINIMUM (;F 48 'FOURS P►tl(LR TO 4"JNSIRUI:IIUN. f, y 1 1 ' ' I __•_____V ' -_- 1 4 I I 10 i I _ ___ _ , 21 1 1 1 -�_�__ , z -- 6, FINISHED RIM Ei EVA11ONS OF MANHOLES NATHN PAVEMENT AI` APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL \ \ \ � � I 3 I 29 30 , ._.__---------i r f A I 1 j 9 I -- i ) I I I i i -+------ I MATCH TINISIIEU PAYEi�T.NT G1tAUFS, RIMS LdJT51UE OF PA I1ALNT SFIALL UE SEF 6'-12" AVOI/L FINISH GR UE. TL1ND Bt FFR \� \ I9 ----� \ ," \ I -- e -?°----I I 1 1 I I I 1 -�----"------- ,' ' VICINffY MAP 7. PIPE BEDDING AND BACKFILL. SHALL CONE)RM TO CLEAN wA ILfR SERViCLS STANI)ARUS ! \ �` \ �"'w I .. -- I I I d � 19 i 1 1 1 ' � ' 1 � J6 - I •�j NTS 8, SMMTARY SEWER MANHOLE CONSTRUCTION SHALL CONFORM TO CLUN WAIF.R SERVICES STANDARDS. r \ , 7 - ALL SANITARY SEWER SERVICE LATERALS SINAI L TERMINATE 2' BEYOND THE F�UB!!C UTILITY EASEMENT 11N!LSS OTHERWISE f \ -- 30 p 9. _ ! NOTED, AND gIALL BE PLUGGED TO PREVENT DIRT AND l)FDFtIS FROM ErIiLRiNG PIPE IN ACCORDANCE 'A'1H CLEAN \\ WATER SERVICES STANUARDS. THE EMUS ()F THE LATERALS s}{ALL BE MARKED TNTTi A WUJD 2'X4* SETT dERTTCALLY —~�------= - }�-----.-��_L__—_ =r— _ -- _- I -_ - —_ _ LEGAL LOCATION BENCN9ARK AND FXiF"TONG A MINIMUM OF 38' ADUVE F114SH GRADL. THE WOW MARKER (BALI BE PAINTED AND MARKED CO AS DIRECTED BY A RLPRESENTATIVF FR(Jti( THE CITY UI' TIGARD. SEE STANDARD DRAWING 170-SA \ \ `` ---" - __ __ •'� \ \ I a: ui ALL SANITARY L''ERALS TO GREEN IN COLOR, �' 48 4�9 -� 44 I ` - , I TAX MAP 2S1W12DA A BRASS In�K SET IN (r�NREIL 10. A MINIMUM OF 11N0 �uT (2") HORIZONTAL SEPARATION IS REQUIRED BFTWEE:N WATLR AND SANITARY AND STORM \ ,� \ \ '"F< BONN 'A FIRS --- ' I ' I I TAX LOT: 500 Ac 600 SIOEWAIK AT THE NORTHWiST c .,n fr.rt,f^ « - I 5D ' —� I 41 140 ! ' I 1 N.E. 1 4 SECTION 12, F. 2S., CORNER OF THE BRIBEE ON LINES WrIEN CROSSING. ALL CONSTRUCTION SHALL MEET CWS. DEO, AND STATE WATER RCSO''JRCES BOARD \\ \ •i c� PHASE•,. I , - __.._—__ 1 -- 4J 4a I / REQUIREMENTS FOR SE}'ARATIUN. \\\ T.L.9000 I I I - 51 __ — --I I I l R. 1w., W.M. LC`A;AIEO N GM'iix j , 4e 1 1 1 CITY OF TIGARD, DUN!TA ROAD OVER 1-5. i z SYSTEMS SHALL BE T11aRWG1iLY CIEANEU, AIR iESTIU, VIDEO INSPECTED, PASS TILE REQUIRE COMPACTION \' � \ BONITA FIRS PHASE '11� I � ~� 52 I --47 1 �� • ) WASHINGTON COUNTY, ORFGON ElEVA11UN: 198.837 �y� � n Z 11. All SANITARY I � _ I 1 — IEST ASHTO T-99), P.NO A UEFIECI)ON TEST, PER CIEAN WATER SERVICES STANDARD SPECIFICATIONS. \ I •L•900� ;1 _._.. _ I --- L.tl.. ALL RE.0-1111ED TESTING SHALL BE PERFORMED BY THE r',ONTRACTOR. - I ' ---�' , 1, I , 1 j,. I � LJ '( 83 ' I I CL' CJ 12 ALL C.S P. smAIL BE ASTV C-14, LT✓',:,' J. \ - —--_ N V) - Y I '�. f 13. THE CONTRACTOR SHALL AT AIL TIMES ADIVE BY APPLICABLE SAFETY RULES Of O.S.H.A. AND IN PARTICULAR THOSE 1\' ICFM+- � �— _ _ _,- � CTI [) PERTAINING TO AOEQUATE SHORING M#D TRENCH PROTECTION OF WJRKMEN. r` Q —'— " - ---- -— GENERAL LO1,� r ION SITE I NF Of?IVr A TION 14. ALL SANITARY SEWER MANHOLES AND MANII(l E LIDS SIIALL CONFORM WITH r3rt� AST1A C-47ls AND CWS iritA1MNG STANDARDS 010-SA AM 020-SA. ALL COMPACTION OF - '-_'_..��-''\ ! RS UNE SHALL DE 55X CC.MPACRUN PER T99. �" o I `� I• I f 5.58 ACNE SITE Ll^ATI.D ZONING: R-12 NATIVE MAILMAL OVER SANITARY SEWERS E30NITA FIRS PHASE 'I' + II ' I; TO THE NORTHWEST OF TOTAL SITE ACREAGE. 5.58 ACRES O ' THE INTERSECTI(NI OF USABLE AREA: 2.90 ACRES T.L.9000 m p ou J TORM CIO V S TRU C f ION NO TES SW FSW B CREEK AD : UNUSABLE AREA: 2,68 ACRES CITY OF TI V A RD COMP A C TI O_N_ REQUIREMENTS ---- - BE �N AND SW BONITA ROAD N AVERAGE LOT ARCA: .008 O. F. _ IIIE CITY OF TIGARD, It, 1 LOT AREA: 1,008 SU. FT. Y -- ---- — SCAB; 1"=60' WASHINGTON COUNTY, (R. MAXIM; V LUT AREA: 2,567 SQ. FT. C 1. HYDRO`..i T! AiZ VIDEO TESTING OF THE STORM SEWER SYSTEM SHALL BE TOTAL 1RACT AREA: 31,487 SU. Fi. W 1 CONDUCTED N ACCORDANCE Will CLEAN WATER SERVICES STANDARDS ►;&0 00-i. —� Z -�- USEABLE OPEN SPACE: 5,369 SU. FT. Q Mt.�� •�-`�� ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CON TRACTOIR AND Wl!**LSSED MINIMUM PEKCLIdT COMPACTION F;EOUIF(LL% flO% BY A REPRESENTATIVE OF THE CITY OF TIGARD AND THE ENGINEER. TEST METHOD REl1IRED TO IY TERMINF. MAXIMUM DENSITY T-18(► 2- LOCATION OF EX151ING UTILITIES ARE BASED ON AVAILABLE INFORMATiO}1, IT IS THE • CONTRACTORS RESF'OdSI&LITY TO FIELD VERIFY DEPP; AND LOCATION OF [XISTING } QUEI�CY OF fLNS1TY TESTING IN LOTS a LIFTS 3 LEST FOR UTIUTIFS PRIOR TO CONSTRUCTION AND INFORM TWE ENGINEER, OF ANY DISCREPANCIES T- EACH 2 FEET OF FAL ---- N THE PLANS. CALL FOR IOCATES A MINIMUM OF 48 HOURS PRIOR tri CONSTRUCTION. SS I REST CONSTRICTION NO TES SHEET INDEX -- -- - -- - --' `— --"---'- --- CLEAN WATER SERVICES UNE LOCAIE 246-6698 C100 COVER SHEET 3• FINISHED RIM FIJEVATTONS OF MANHOLI S WITHIN PAVEMENT ARE APPROXIMA"fE. FINAL MIFMMIIM PF.`(CENT COMPACTION I!LQUIREU 95% - BELOW 3' OF SUBGRADE FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. RIMS OUTSIDE LEVEL OPER APPLI CAN T � 95X -• WITHIN 3� (>F sUNGRADE of PAVEMENT sl#ALL BE SET 8'-12' ABOVE FINISH GRADE. 1. STATIONING IS BASED UPON SHtEET CENTERLINE UNLESS OTHERWISE SPECIFIED. S PLAN - TEST METIM REUIRED TO DETERMINE MAX!MUM DENSITY T-'90 OR T-180 4• PIPE BEDDING AND OACIKFILL SHALL CONFORM TO ;LEAN WATER SERVICES 2 ADJUST ALL MANHOLES UUS AND VALVE BOXES TO FINISHED GRADE. C102 SIIF_DE�©LITIOW LAN DEREK L, BROWN AND ASSOC., INC. r'� o STANDARDS. 3. All UTILITIES SHALL BE INSTALLED UNDERGROUND. -REMOVAL PLAN CONTACT: MARK HANSON 11 j I,1 FRErXI[ y O' DENSITY TrS1ING OF EMBANKMENT 8' LIFTS 3 TEST FOR 9500 SW BARBI)R BLVD. II220 �' a EACH 2 FEET OF EMBANKMENT 5. STORM SEWER MANHOLE CONSTRUCTION SHALL CONFORM 10 CLEAN 4. STREET LIGHTING SHALL BE IN ACCORDANCE WTH THE CITY a' TIGARD APPRUVED LAYOUT. C104 GRADWG AND EROSM CONTROL-PLANS —_ WATER SERVICES STANDARDS. PORTLAND, OR 97219 i ? .._i ISI 5. UTILITY COIr0t11TS ARE 10 BE ELECTRICAL GRADE SCHEDULE 40 PVC Ac EXTENDED TG 6 PAST C105- GRADING -AND-[- 90N CONTROL. DETAILS " "' g C) RQtA(ZSE(rI $�l ra�ZA�E: 6. ALL Sl()F'1A SEWER SERVICE LITERALS SIIALI. TERMINATE 2' BEYOND THE PUBLIC RIGHT-OF-WAY UNES "IH 36* OF COVER. PHONE -- 503) 892-8758 �� li ® v a U r 'ITA ITY EASEMENT UNLESS OTHERWISF NOTED, AND `91AII DF PLUGGED TO PREVENT C108" GRADIN AND EROSION CONTROL DETAILS MINIMUM PERCENT COMPACTION REQUIRED 9�X DIRT AND DEBRIS FROM ENTERING PIPE IN ACCORDANCE WITH CLEAN WATER 6° SAWCUT STRAIGHT MAl1;NL1NtS TO MEET EXISIINr �nVEMENI WITH NEW PAVEMENT. FAX — (503) 892- :841 ^-- 7. USE 3,000 PSI CONCRETE FOR All SiDEWALXS, CURBS, AND DRIVEWAYS PER CITY OF TIGARD C20&-STRE T-PLAN ` inark@dlbrownassoc.corT� PERCENT COMPACTION REgl11RE:f) TD WHAT DEPTH P.L�,'d! S!IBCRAI)E 1 FOOT SERVICES STANDARDS. 1T1E FJiUS OF THE LATERALS SHAM BE MARKED WL R; n WOOD � TEST METHOD REUIRED TO DETERMINE MAXIMUM DEN-TY AASHT(; T-99 2X4 .FET VERTICALLY AND EXTENDING A ',INIMUM OF 36 ABOVE FINISH GRADE. ENGINEERING STANDARDS C201 STORM PLAN THE WOOD MARKER ,HALL BE PAINTED AND MtRKED AS DIRECTED BY A P,EPREVNTAnVE FREQUENCY OF OENSIlf TESTING of 5UB(MAUE AS NEEDED FROM THE CITY OF 11r;AR0, (SEE DRA'MNG 290-ST FOR DETAILS) a CONTRACTOR TO PROVIDE TRAtT1C CONTROL PER CITY OF TIGAPJ, AND M.U.i.60. RE(AAREMENiS. C202 STREET AND STORM PROFILES Cl VIL ENGINEER 7. A MINIMUM OF TWO FEET (2) HORIZONIIAL SEPARATION IS RiQUIRED BETWEEN WATER 9, ACCESS TO EXISTING TRACTS OF IAND SHAM BE PROVIDED FOR AT ALL TIMES. C201-SWT-A� � tlfs SR DESIGN LLC. El®AD n �TE RASE AND SANIT/CRY AND STORM LINES I1MEN CROSSING. AU. CONSTRUCTION SHALL MEET CW , , DEQ, AND STATE WATER RESOURCES BOARD REQUIREMENTS FUR SEPARATION. 10. EROSION CONTROL, DRAINAGE CONTROL AND DEBRIS CONTROL SHALL BE PROVIDED FOR AT ALL TIMES; C,20#-STREET DETAILS CONTACT: TODD MILLER, P.E. f -r M1FMMl1M F'E17CENT COyPAC IION M'.QUARED 95% "SND SHALL BE IN PLACE PRIOR TO COMME?I'F'AENT .F CO NS1,'JC'IIONJ. UNSATISFACTORY PERFORMANCE •�pCc-� nc , LEST ►AFTHODS RE1TlIFtEO 1() I)ETERIMNE MAXIMUM DENSITY osF#D TM 106 OR T-99 8. THE STORM SEWFP, SrTEM SHALL BE CONSTRUCTED IN ACCORDANCE Willi THESE IS CAUSE FOR TERMINATION OF All KYJRK AT THE S,'TE, UNTIL CORRECTION UNTIL CORRECTION OCCURS C� -S1TZ�i`T�7L TAfLs 8196 S.W. HALL BLVD., SUITE 232 ; PLANS AND TILE DESIGN AND CONSTRUCTION STANDARDS, APRIL 2003, OF THE CICr,.l1 SATISFACTORY TO THE CITY AND CWS, C206--STORM -DET BEAVERTON, OR 97008 ^, FREQUENCY OF DENSITY I1 SPNG OAF AI`GGA1T BA,L AS NEEDED WATER SERVICES. QD 11. ALL CONSTRUCTION ANO MATERIALS SHALL CONFORM TO THESE PLANS AND '';E APPLICABLE 0207 NORM t?ETAItS PHONE — (503) 4E39-1213 �� — ,_---._.__—_.-- -___-. — ---- ----------- —' 9. ALL '..S.P. SHAD- BE ASTM C-14, CLASS 3. UNLESS OTOERWJSU_ SPEC41E) ON PLANS. REWIREMENIS OF THE CITY OF TIGARD. FAX — (503) 469-8553 o ��, 10 ?`iE C'•(1NTRACT(Xi SHALL. AT ALL TIMES /:F3lUF BY APPl1CAHlF ShF1:TY RlTCE5 Uf O,S.W.A. 12• nvI'FY ENGINEER, CITY INSf f(:TUR (G39-4171) ) BUSINESS DAYS C2-08 �JT�M t)LT�t1L� EMAIL -- toddm®srdllC.COm ' AND IN PARTICULAR THOSE PERTAINING TO ArkQUATE SHOtINC AND TRENCH MIMMMUM PERCENT (X)I,PACT1t)N RE(x1tRE0 92X BEFOItc COMMENCING W;)RK. C209-TYPICAL SEC-TIONS m r'ROTECTION OF WORKMEN. c� -' TEST METIMS REOlU ED TO DETERMINF MAXIMUM DFN!91Y OSHO TM 3OG 13. ALL SI';FING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT- BARRICADES TO BE INSTAL110, , ), i ITREfTIhNCY Uf DENSITY TFSTMC OF M:O;'EGATE Bt-SIF 5 TESTS MINIMUM 11. ALTERNATIVE STORM DttANAGF. PIPE MATERIALS MUST HAVE APPROVAL BY THE ENGi11EE12 REMOVED MFU/OR REIN37AU.EU B1'' 111E CONTRACTOR, C300 SAN!iNI�Y AND W;�l k=l� PLAN SURVEYOR AVERAGE OENSlri & CITY PRIOR TO USE. PIPES WITH LESS THAN 3 OF COVET, SdALL HE REINFORCFU C 301 SANITARY AND WAILR PROFILES 14. IIIE AREA OF 1}IE SfIF DESIGNATED ON T}#c PUN TO BE REGRADED SHAI_l. 9E. STRIPPED TO REMOVE IX)WXTE OR PVC C-9W (C 900 TO HAVE MIN. 12' TO SUBGRADE). ORGANIC MATERIAL r c , TETSUKA ASSOCIATES FI.)II TIME INSPECTION OR SPOT EHEC*ING OF COMPACTION SPOT CSO� _)ANIIAR� AtdU WATER PROFILES �_--- -� --_-- 12. All STOTt41 SEWER PIPE s,#ALL BE t:ASKETEO PIPE Gi #f ARMING TO CLEAN WATER 15• ALL EMBANKMENT RE:QUIF'ED SHAL ttt STRUCTURAL FILL MEETING 111E REQUIRFMFNIS AND SPEORGATIONJS Of CONTACT: KEVIN 'WILLIAMS (fr. - ' rIVIOS sTANDARt,�. C3(13 WATER DETAILS , `� f �� •'�r• ��''/��Np,� �-•�� Cf�CN A�,./ PIE CITY OF TIGARD: ',HE COtIRACTOxR SHALL RETAIN A CERPnE0 TESTING FIRM AND PROVIDE TESTING ,AS W Q' I _BAQ E11L:_�gW PAILMOL OR 51QLffAU_Q 13. ALL `•TORM LATERALS TO BE 4" PVC WHILE IN COLOR AT SL-2.0% UNLESS OTHERWISE REQUIRED BY THE PROJECT ENGINLT:_R. 9900 SW WILSHIRE ST., #110 z (r No1TD ON THE PIANS 0304-WATER DETAIL PORTLAND, OR 97225 r, M"MU4 PERCENT COMPACTION REt 111 9U7� 16. A PRECONSTRUCRON MEETING IS REQUIRED; ":INTACT MATT HARREL (639-4171) CITY OF TIGARD � �`� � `L - •-� iO FUR TIME, DATE AND PUC. C400 STEEET LIGHTtNG AND SIGNING PLAN _ 0 o MINIMUM PERYXNT "`.IMPACTION RE(XARED FOR W- ZONE Pox 14. ALL LATERAL STATIONING IS BASED ON STORM STATIONING. PHONE - (503) 517-0682 � � CITY OF TIGARD Z l- MMMAl1M PERCENT Ox)MPA(:TKaN REOT4IIOED ABOVE PIPE Zt>h1E 95X 17. OWNETR TI PROIADE ALL 1E51TNG RESULTS A5 REQUIRED BY THE CITY of TIGARD L1 � 0SC i [: r .c,; • C }� J' FAX - (503) 455-1300 15. WHEN USING NLK"AIM GAUGE, 1TM0 READINGS AT EACH SITE, TW' SECOW AT 1 ^I 1 TEST METHODS RFQURED TU DETERMINE MAXIMUM DEMS�TY PVC x1 99 Potit#T ANGLES 1T) THE FIRST. T1tE TING READINGS tMLL BE AVERAGED TO L?--- LANDSCAPE For I roved.................... t EMAIL - klw�tetsukadcom (0 < Z v, r onI the work 13!described in: v' Iii UMTFREN REWP1ElAEN OBTAIN TFT DENSITY. PERMIT NO rt) a 8570 Fjjh100t�QODSS N I.AtXFSCAPf' AREA tti. OWNER TO PROVIDE ALL TESTING RESULTS A5 REQUIRFP BY THE r�TY OF TIGARD See Let!er to: Fvllo'w... ....{ ) �iGt.ire� pl.�. I.l•.� (�,�.rwtes ,,.Z�>r,.� ?b 9 ICF: I Attach... T► i — COPY A1, ... .. _. ... . Job Address:7QrS t3Q�?N�RaI. --- 13onitD Rd 7865--• - ,Y�__.(�t��•►>..�,.��.�_ __n�re,�11�.J� PLM2flf►4-otu►n5 I of 25 IIII'IIII 1111 1111 itll lilt I 1 FII XIII XIII XIII 111) XIII XIII NSI II I It II LEGIBILITY STRIP STRIP Cm� I I I ��) I I ! I liiillll . 111 IIIIIIi�,wIll11�111111 IFIIIII�IIIII1111�111111111� IIi11111�IIIIIIIIIIIIIIIIlll�11f11!"'177777'�Ilnnlllll�lllllllll�lllllllll�lllllililliiiilii��il { !I��il��l�� 'Umm�,cm 'n I 12 I:3 14 Ig I'1► Its 11! ! 21 22 2-1 24 P!S 2(3 2 2Ea 29 30 j H^:,f t09 I I I O 14 ql I 1 I I 1• I �� )yIIl,I I, ��!') I``1I'If.II. I. �� I I!' I III1'fI b'III� I'I'III'+, 0 BONITA TOW11H kfES A II � � � ,MMFb�I6h4±4FI�M�� LIrtA4efblJ•ii+�.k1 .4{!1- kl�r iib61� � II11WNt I+FM + 111111, d ;61 ". IN loll ., c -0-0EE1I k; . 1 ! µPRIVATE ACCESSSANDU TINY - ' EASEMENT FOR THE BENEFIT I j N � °ARrX'.. iPc 1997-082 -_ _ (J I on MRI peocly 11AN CAMDADff pm 15, wa ' vAm EAlEkW DOC 97-MON / / � } �' Ss: n Pot arc• W Po 363 ooe I I AWN PARI(r°�G 100 YR FLOOD - t i ,,, w , oleo. Ix ____• _._._.�....._ :._ ._-� a __tea-- . •:..�a 4C-7,- - ' N 01' 07 3Ei' E 1.286.95'-�- ' -�' - -- / � •' ,// \ 666 - 0 tl \ \,,,__WETLANfJ r \ \ r PARCEL 1 r• OF DJC NO 2000-002944 \\ 214,.377 SQUARE FEET ,r-.---_- r`1 Nc g _ r \ r N, %+ O 4.921 ACRES `,\ '\ - / \ Z 04 - \It, X ti 0 LAJ cy- GRAPH Si.A,,,L I� O Q � 1 N -To "� 1�I 01. 0T E 1.286.47' _ ~ _ I m ( iN FEE r ) Q U Z _..c"r_ _` 100. �\ \ \�;\ \ �-_ _ .:, i 1 inch = 30 ft.N. Z a oft X2 0 0 ---tap A5PN PARKING 2W 25" LAJ \ +�✓ �R<UE N C O I TT r� �cyi h 3 I/A FM PHASE !� cvi 'e� T .nLAJ LLJ Cro.V LINK Frit fi 4^y� �. v i (� rl r r.;`:•v :EN;E r'ARCEL 2 � rczns,E OF DOC NO. 2000-00 44 �� '•J-f_ C, (t 28,486 SQUARE FEE 1.- 0.654 AC4RES t L woo 1 \ \ 1 EASEMENT , '^ :.Z s wloE sEwEr+ 36.61• (36.6tt _ sol�d�Isow eo.oa'• (. e -� PER BK. Edd. PG 409 _ - S - _- � ` � © J1nn� t 63.31 ,p � � � ""` p LLJ 0 raw 74 • 15+00 ��'06 tio+ � _ 134' 1 ,, � �------�!••-y...� � - -i v> T7` E ELEVATION DATUM WAS DERIVED FROM \ ( 1 1 _ J W •- 2'4g Ey V6 .D•1N1 4.10'! L_ c� Irl WASHINGTON COUNTY BENCHMARK NUMBMER \ et, _._ __ _..-- �, - _. ___ __ ys -•-- •Y-464" SFT IN A CONCRETE SIDEWALK AT THE `� �' ' F NORTHWEST CORNER OF THE BRIDGE ON BOI4ITA +`5j ., ._ . .___.._ .s _ _ _-._._-- -.C_._._ __ _j___._ ____ - +►. _.__.__ -�_.i rr I `�' +r I ROAD OVE t 1-5. ELEVATION 198.837 m I I n•l �1�1 STORM MANHOLE � STORM MANHOLE. 0 CATCH BASIN: ��aARY �� I � L RIMA LEGEND to 1 SANITARY MANHOLE �`F + r _,• 58.05 RIM-170.97 R!M=!56.83 � � SANITARY M�+NNOLE ---- _--- - ------ - EXISTING CURB LINE --. EXr5T1 JG CATCH BASIN � ;VM-172.38 RIM-134,2.2 I IE IN S) 146.29 (12•CONIC" IE fN S): 161.61 (12"PVC) 'E IN(W): 152.68 (12•CONC • - -- EkIST1NG FENCE LINE �;, EXISTlNG STORM MANHOLE 0) ( ( f ) IE IN 163.71 (10 ) • IE !N(W): 129.19 (12 PVC - EXISTING BOUNDARY LINE EXIS',1NG SANITARY MANHOLE: IE OUT(N' 146.,75 i'2•CONC; IF OUT • ' '* °1 ? Q�J ( •r ) (S): 161.2, (:2"PVC) IE IN(S): 15_.43 (12 CONC' IF OCA . N): 163.0 (1 1 IE OUT(E): 129.13 (12'PVC) ,) EXIS IE OIJT(N): 152.40 (12•CONC) 2 71NG SIDEWALK LINE Cv STOPM MANHOLE ,$) 'STORM MANHOLE- C7 SANITARY MAt�MULE � SANITARY LAA'iHOLE EXISTING CONCRETE LINE � EXISTING, TIRE HYDRANT RIM-163.85 RIM-135.02 ---- - - ---'--- EXISTING BUILDING LINE i6 EXISTING WATER METER N RIM-'58.79 RIM-172,7 10 CAI CH BASIN IE IN(SW): 1`,1,95 12 PVC'} • IE IN : 1219.27 HmPVC5 •pVCN EXISTING OVERHEAD WIRE LINES 0 EXSTING WATER VALVE n(� Q (� �' { f IE IN(S): 147.69 (12 CC1NC) tE t4�!(W): 162.07 2•GII;) RIM 156.0; IE IN SW : 152.05 12 PVC� t l1 ��! `e �1 � � �..� SV � V � ,- ! ( „ g ,• ; IC INS : 78.99 V) �'E IN SE): 152.6, 17 PVCEXISTING GAS LINE L N(N): 147.6', (12 C(J�lC) IE IN(S}: 161.94 (2 CONC) tE. C1UT(S}: 153.44 (12 CONCH ;E IPS t : 151.95 12•P nC 'E O'S 128.10 (12 P C:) 0 ` / �` IE IN IE Or T E ( (12-PVC)) EXISTING FIBER OPTIC LINE �� ( t - O LOCATED IN THE NW 1 / 4 OF SEC. 1 � (W): 147.56 02•CONC) IE �-1,JT(N): 165.93 (? CONC) � � ): 151.$8 n SANITARY MANHOLE EXISTING CENTER LINE 0 I_YISTING TREES v IF OU .(NM!): 147.56 (11 CONC) 11 CATCH BASIN R;M=144.41 EXISTING 1FT. CONTOUR � ~- -j � TOWNSHIP 1. SOUTH, RANGE WEST, vv.M. ,. cATt:N BASIN ~� i?iM= ! C� SANITARY MANHOLE ,f_ IN(SE). 136.87 (10•PVC�) ------_1:�, ---- EXISTING STREET L;GHT ' ' _ ' ("T 56•x03 RIM=162.08 ) EXISTING 5FT. CONTOUR Qk o1 CITY O TIGARD _� STORM MANHOLE RIM-172.35 IE OIJT(N): 1,3.58 i,`,2'CONC) IE iNt;� : 1!50.28 (12'PV01 E OI)T(NJ: 136.75 (12 PVC) __ -- I:rW -- -- EXISTING STORM LINE EXISTING TELEPHONE RISER _j O ' RIM-162.85 IE INN: 162.54 ,12•CONC IE QUT N : 143.98 12 PUC:) - - n- EXISTING SANITARY LINE U ^ } ( Q SANITARY MoVIHOLE EXISTING POWER RISER 'a'3 I Z WA SH I N r TON CQU N TY, OREGON IE IN(S): ',48.32 (12"CONC) 1 EXISTING SA . MANHOLE -- 6"w -_ EXISTING WATER LINE y !'J O O IE OC)T(N): 62_.68 (:^ CONC) SANITARY MANHOLE RIM-161.29 EXISTING POWER RISER 3 iE OUT(S): 14d.?.7 (12•t.;ONCti RIM-139.8.i EXISTING TELEPHONE LINE ^ SUF'VEYED: JJNE 20, 2000 '� . • � IE IN(N): '54.36 (g•oVf � V) ��J CATCH BASIN IE IPd(N : 1,31.16 (1l PWC EXISTING MAILBOX (� STORM -4A ( { ) Y SANITARY MANHOLE EXISTING POWfR LINE !E !N E : 130.83 12 PVC EXi., 1NG WALL 1,IRE p E� ;TING SIGN RIA,IM156.l�6 Q SAN RIM-163.73 ;c 00, W): 130.71 (�2•Pvc:: RIM-157 03 -�. --� w r tf ftNW): 153.01 (8 CC►'JC) �i I aU 00 d IE IN 150.81 �12,,PVCJ tE IIV(S): 151.14 ("2•CONt } IE IN(S). 152.65 (12•C[1riC) IE IN 5 : 150.1 10PVC EXISTING BUILDING EXISTING AC EXISTING CONCRETE 4E OUT(S). 1'34.04 02•CONC) 4E 1 •, IF CX� t : 1517.5 12"PVC 1 ' E OUT(E): 152E ('2 (.C�IC1 ) ( ) t'I \1 11114-(91(X){ of 2`1 ,... .._,.... .....,,....,1•,e..eJMMeeeM/r+n,,.:_.__•. .•,.x5awc. n;,, _ .r. :.Y j?.;, .,,. • 'l�fRrin`r"MMi pIP'n ,._t. .. T1..1. �. -,, nr••ry ,...•'t '^*,2^r.....-,.,i..-i 7n..,. !r,K.,n r•-,.R I....,. ....,.,.-r«n•_ ._ _ ,,..._ ., _ .. ... ,.._ _. ... „ r+.r•w.r.... ..,.,...•--,,.._.._,....lt+w,., .,.. � I I' �t} 11 .+� IL,1 f7,. f;Y1f14 !1 C t •,( i .1,.1 :,: 1 1 ,.. ,. fi LENITY 8T1!!P !`111t4i! tI1 t aw 1 + 1 ,1 1 i ti + Fah ! 0 jj tp...t� f. 3 6 11 12 13 In c 17 1 c ?r. 2k. 22 �?'a 2A �� i7 ch �- '', C,,vr,' a r Y r.'S,, 5 '`.a r� t•'. 1, _ �7^ �» i 81' - • I t R`1, Y :,' y. ,; a i''f y.1P AE.: •�,...., f .�.,. "'IRf ., 1, ,, .�..,, ,- .,. i; • , � ,�!} y,,,•.k -,_ ,, ::, ,. .. .1 _ I' F~b10.td'�'!'MbA,'�1MRt,l , ,�-1� 1;,,.-r. ,.: %',r,•..APr.;.�,� ;�. l�;Vrj. . s, 1_ 'm::.� .:p.. -w. jl. - rI ri 1 S '1 rf i PIfF e ..;i�1 '^ �trrP,,`"'t ' ` ,�. {I "-b.pr 44 , �• " x r ' e.... r, P 1 .,{ti,- ( ,;,., ,. .rJ.r•• 1 ,iy1" Ai,'"'" t1 N( 6 h 17 777 y i 1 vat , Wall .. .. - -.. yy .IIIA .... ,. • :: .. ._; ,, 11^_ �{yy s � ' I EMERGENCY ACCESS EASEMENT et �, � � S T i '® W 0 PRIVATE ACCESS, AND UTiUTY �h t I EWMFN1 FOR THF 9ENEFIT ! _ OF PARCEL PP 1997-082 1 �,r—BIKE AND PEDESTRIAN i — — _. _ — — — — — — — — — - -- — — -- — — — —_ I,✓ 0 -- --l .Tri - SS I EASEMENT PER / / — F / 15' WIOE SEWER EAaI'1AEN f DOC {� A7•-061098 • � PER BK. 660, PG 393 i cz ci PLAIN /000 121 i rbs I � a \ +-� —.:�—— �.�,�——��-��A p--•rte"-`_- ❑ �_ - .�.1•F ,1�.1?��'(1�'►'1a'- -f�--�•f3A.liZ'� S7T52' 01' 07' 35" E 1,286-95' ` =•—-�-�---• �,.- .._-. �..��==�•�----- _ .�._-___�_._-_ - .9C X 1 c + r I VLJ ? d 5 LJ 14 L. � r PARCEL 1 OF DOC NO 7000-002944 �'`• � \ � 4 �1 I,, � surm • 214,377 SQUARE FEET 1 N $ - 4.921 ACRES N; 11 r N O INE-11 AND Qi. ,C , ! % 0 Ilk 13 C-4 n SY 00 ct Ljj X ai 15 to U N 01' 07' 35" E 1,286.47' d r z 13 -7 1, % X11' -� ASPH PARKING \ il! � \ _ ( 0 �. �u 1 \ e �' i I' t m co BOW A ASE ; ` \ I ' AV—ft \ \ y ■ \ LLJ 00 PARCEZ ' 1' D13, � �, � .,, OF DOC N0. 200G-UU2�94w � ., _ . �-- •. -.� 0 11 28,486 SQUARE FEET\ 0.654 AC4RES -""- 40 t.a I p n _ 10, -- CN, • I 1 O) X—) _ _ \ 15' VNOE Sl:1MERSEIIlENT 6 (x6.ti3'�� •n + `i7'r.r 'i, 11 �.C; `(. ,5■' � N J. • �e''1^ 1�� $"�'��"^'~ 12 — I� I `., \ PER BK. 860, PC 408 E) \ �+v.�' -- Y, ,, ,-n.T •_ -" ?'' `''v ;x01 p5!8I.1 6 i.31 r°0. "� CL I 4T .-• I _- __ -...._Z' _.-...._ _ -'T� "" \ �-' __ ._ •-_ -..-_.. .,..,... _ .. _ � ..,:_- .1.�+I' ..._}.. �7 2 Sof-";,,,y - 8 W • —,---- -— N" _ r ' _ 1 W W 1�+0o a �, 8 �=%��+ - � - -� 1; 00262.50 z�,z:go 'u..eo 1x+oo j,� �-,--- ,} r �, ..M. 1 _. __._. _ -j o Q Q W 00 I > )1 104.7A x'45" E)/501b!!'18"1� 14.19' +___ I 1..__.._- f� , ��•�� ""a � I � �L-.---�-••-- r � Ii � r � t U Cl O SW FAAWO IIIGii 4Giv:rZEiL r'i4L� Cl ( DEMOLITION NOTES J LEGEND LJ REMOVE EXISTING FENCE ANO) DISPOSE OF OFF-SITE. to 12 CITY OF TIGARD WATER DEPARTMENT TO REMOVE EXISTING I ---~ - EXISTING CURB LINE I"-~� EXISTING CATCH BASIN 0 REMOVE FXIST!NG GATE AND DISPOSE OF OFF-SITE. WATER METER AND CAP WATER SERVICE LINE AT RIGHT-OF-SHAY. 0 EXISTING FENCE Fi} EXISTING STORM MANHOLE L RREMOVE EXISTING GF„' VEL DRIVEWAY AND DISPOSE OF OFF-SITE. [] REMOVE EXISTING MAILBOX AND DISPOSE OF OFF-SITE. N - - EXISTING BOUNDARY LINE EXISTING SANITARY MANHOLE n c5 - -- EXISTING SIDEWALK LINE 'T REMOVE EXISTING GAS LINE AND DISPOSE OF OFF-SITE. 14 REMOVE EXISTING SANITARY LATERAL UP TO RIGHT-OF-W^'' N to i EXISTING CONCRETE LINE EXISTI"'G FIRE HYDRANT CAP EXISTING GAS LINE AT RIGHT-OF-WAY. AND DISPOSE OF OFF--SITE. PLUG LATERAL AT RIGHT-OF- ..AY, ~' ' — -- EXISTING BUILDING LINE '1+ EXISTING WATER METER SEE NORTHWEST NATURAL GAS PLAN FOR FURTHER INFORMATION. C15 STA: 10+99.17 21.92' LT. BONITA TO STA: 11+59,21, 22.01' LT BONITA. Q J EXISTING BUILDING - EXISTING OVERHEAD WIRE LINES EXISTING WATER VALVE � REMOVE EXISTING POWER LINE AND DISPOSE OF' OFF-SITE. REMOVE EXISTING SICEWALK AND DRIVEWAY DROP AND DISPOSE OF CFF-SITE. � N 00 � EXISTING GAS UNE REFER TO PGE PLAN FOR FURTHER INFORMATION. 1S REMO\E EXISTING SANITARY LATERAL UP TO RIGHT--OF-WAY (,� ' p t•1 EXISTING FIBER OPTIC LINE ;% ' �ti� EXISTING TREES AND DISPOSE OF OFF-SITE. PLUG LATERAL AT RIGHT-OF-WAY. `-� � � N S REMOVE EXISTING BUILDING STRUCTURE, FOUNDATION, AND -.4 r v� \r I EXISTING CEN TER LINT I ASSOCIATED APPURTENANCES INCLUDING ALL UNDERGROUND W o, EXISTING 1FT. CONTOUR r- '--- -_ 155 _ � � TREES TO BE REMOVED PLUMBING AND DISPOSE OF OFF-SITE. 155 EXISTING 5171. CONTOURS . .■,I Q _� EXISTING AC �2'!,.,� EXISTING STORM LINE 7 REMOVE EXISTING ASPHALT DRIVEWAY AND DISPOSE OF OFF-SITE. v = 0 0 1...___._.__._.J ss EXISTING SANITARY LINE T EXISTING STREET LIGHT D REMOVE EXISTING KEYSTONE WALL AND DISPOSE OF OFF-SITE. GRAPHIC SCALE EXISTING WATER LINE Q t3 ct EXISTING TELEPHONE RISER EXISTING TELEPHONE LINE �9� REMOVE CONCRETE DRIVEWAY DROP AND DISPOSE OF OFF-SITE. � ' � ":c o EXISTING POWER LINE EXISTING POWER RISER �� i_ 10 REMOVE EXISTING STREET BARRICADE AND DISPOSE OF OFF-SITE. Rtmita Rd 7865 ( ao m 4 rjLu EXISTING CONCRETE EXISTING WALL LINE EXISTING GAS METER --- x — X -- PROPOSED TREE PROTECTION FENCE EXISTING MAILBOX 11 OWNER TO COORDINATE WITH BONITA FIRS HOME OWNER ASSOCIATION LM7.0(14-(I(II)f15 ( IN FEET FOR REMOVAL OF EXISTING CHAINLINK FENCE. 111125 1 inch = 3O ft. i ill{ IIII I,!,IIII IIIA ILII lilt ill! III �� n�^ '��' °°"`""x' """ "�'x"• '''''s, CITI I I I I I I IjilllitlllJllllllluJll!Ilulljfll!IlIIIII!111111!Iulllufij!I!lillillu!!II!!!�nnllu!j 1 I� I Ill 41111 I uljflllll�iljl!�Ij!!ujllu'lii!Jlinlll!il }�! !j!! lj ,iii!j►!"uI!I!i�lil!li!n LEGIBILITY STRIP , , 1 ` J, � � �, � � I , ipmm.+cm 10 I I !2 13 14 is 17 18 19 20 21 2 23 24 25 26 2� 218 8i® 3'O ' e I1OI1; ,.�.'J''I1I1I � H7N1 9 l7� � � d J•L�.�I.LklJ.R!LIQ I I! g 1 1 I.I 71 �E 14# 1 iFda�t I I ! I I IL OF �1�,11 Iia.l�,lu.,�J,�l.�la,ll,�I.�I�•.�� .��.1.��1�J.>, 1��.�,.I�J •.n , .,.- i .-- (�-. ^" -- ., :, . . r .YFM•"'+mF" i i�� " SRA'M!'tlR'^�RINIC�•y'M�Pv..,'.CN,'nlfeM:9MNd{v'.�'n.,.M.R: 'Y..,.i .<v.r ., •,:AY'fl•'H n,...1•ay..ro+.i iM'• •.••N.y'M..Yq.N"19n.JF ,.L....,.4..yr,.vwi,gi•YV'dp9^'...^,I"..... xdf T^T il 1 r I AbWH PARKING �- � r QCl +D W I _--135- � t � / i '•. 1 �n, j•' , �� I N U d - /100 YEAR w��#7�l♦r- ,. � \ 1��=air'w w•i�.��w w.��w r.wrrr�w� w� '„ �..' � O - STT52'4 •E 6 U 7L C1 /01 !_ O Air01 X C W U WETI-ANLd \ o I Z ASPH PARKING ' + Lu\�, \ CONDOS / �� `.. ~�`• 1N, O w0 FRnaI; \ I' 0. fL GARBAGE DUtdpS•--R (�+ a I I. Z Z \ W/ CHAIN 16INK FENCE " Li \ x_ L Q� U C4 w Qf .01 IM \ \ \ 15' WIDE. SEWER EASEMEN' PER 9K 660, PC 406 m -- -- �_._ ._ _ �} ._- _ ...��.�. w w w ! ' „. . _ i- .... - -._ — co W - .1 - \ 6� crLi 1 --r \ ---1 -- — \ d _7- • I i Q 0 ,-- z W LEGEND 1 w ty J U liLJ Lv PROPOSED ROGHT OF WAYV) z Ld a Q -- — PROPOSED PROPERTY LINE PONT NUMBERS OF PRC•'OSED CENTERLINE TREES TO UE REMOVED POINT NUMBERS OF POINT NUMBERS OF - --- _-- PROPOSED CURB LINE NOTES UNDES FOREST DEFERRAL TREES 10 BE REMOVEC MLES TO BE_aAL2 2017 1920 2281 2311 EXISTING CONIFEROUS TREE TO REMAIN TAXLOT 500 IS ASSESSED FOREST DEFERRAL.. 2018 1921 2282 2312 ONLY TREES OVER 12• DIAWETER ARE INCLUDED IN 2023 1947 2283 2317 � EXISTING DECIDUOUS TREE TO REMAIN THE ADJACENT SUMMARY TABLES. 2024 1963 2284 23262025 1965 2285 2327 GRAPHIC SCALE 2280 2350 2.287 2346 _ .. EXISTING CONIFEROUS TREE TO BE REMOVED 2288 2373 2291 2347 r=51 rmn� 2289 2295 2348 .7o t5 jo n ' EXISTING DECIDUOUS TREE TO BE REMOVED 2290 2296 2349 /N FEET ado 2271 2297 2372 1 u 2272 2298 of 2299 1 in = JC ft. v X ----X PROPOSED TREE PROTECTION FENCE 2376 2300 N n 2302 N O 2303 TREE PROTECTION _NOTES: 00 a TREE PROTECTION FENCING SHALL BE 4' HIGH ORANGE CONSTRUCTION t� FENCING, 1MTH STEEL POSTS PLACED NO FURTHER THAN 10 FEED APART. _j rn alI FENCING TO BE INSTALLED PRIOR TO BEGINNING SUBDIVISION CONSTRUCTION. 2 n] °i CONSTRUCTION EQUIPMENT IS PROHIBITED FROM ENTERING THE PROTECTED O ti AREA UNLESS UNDER THE DIRECTION OF THE PROJEC i ARBORIST. r! EXAMPLE: TRENCHING OR OTHER EXCAVATION METHODS WITHIN THE TREE p PROTECTION AREA MAY REQUIRE MODIFIED CONSTRUCTION METHODS SUCH $ AS TUNNELING TO PRESERVE ROOTS. CZJ 41 Q O m Iio;llta KSI /lih1 `'� 40 an LL PLM2004-00005 4 of 23 II i41 + IIII IIH llil Illi NII IIIA Ilii III LLEGIBILITY STRIP C'T'' � 1 , I�I I � ►• ' � illi��jl'iiilini�nitli►liiiiililli�'In�, ni Omm..I Ca + '2 1.3 14 18 17 18 19 2.3 21 22 23 24 25 26 27 28 219 3 `c 'i tz' ' HpH, 9ylOP ZI 11 dl 1 r,- 11 • r. r ., ,. ',. 4. .. „. r ',V. ._....... r r .... v'4,1,., � yy� w.Vr4W'i+ p 'If:.Nrn MY4{11tifiY- �y�PMif•.+ l M r W _ r 81KE AND PEDESTRIAN / - --- -- - 0 / EASEMENT PER � t EMERGENCY ACCESS EASEMENT Ar _s � l � -15'PWIDE SEWER PIG E,2 T i DOC 97-081098 PRIVATE ACCESS AND UTILOY f SS I PER SK. 880, PG :,93 EASEMENT FOR THE: 9ENFF1t ' � � � U OF PARCEL 1, PP 199'-U82 I al j LOTS W1TH LOTS WITH BETWEEN 10% AND 20% SLOPES GREATER AN 20% V / 'ASPH PARKING� ��.�'% j_•• LOT 2 - LUT 1 ��°' - .. ` -. -- _ LOT 3 LOT 13 LOT 4 LOT 14 i LOT 5 LOT 19 100 YEAR ` .� / c ( LOT 6 LOT 20 i FLOOD BOUNDAR TW 151,0 WALL 1 WALL 2 VM►L�. 3 T"` 9.1N 145 / I � / �, �0 LOT 7 LOT 24 TW 151.0 152A0 �... Tw,1 1.00 _-_- _184 ___.�- I J' LOT 21 LOT 25 z p - .-' �W, 1,50.50 �.��--._� 1' i LOT 22 LOT 32 c� c�c W 147.00BW 148.0 - _ _- - _ 1 L V r_ _ n -- LOZ 23 OT 33 V t 57TtS2'4!� 90' _ -' �.� - -+ '�"`_'"� _X" �..��. LOT 34 ` \ t _OT 30 E 8 \ ° BW 148.00 ; - . TW 152.000 '' ° ! 24 °c', TS ` __ �1 __�_.�. - u 1.D 35 LOT 39 P D EL--15 0 I 32 _� .� 33 r- is . " LOT 36 LOT 40 t� o i LOT 37 LOT 44 d / PAD EL=153.0- Pq0 EL=X5.5 j PAD EL=154.51 PT10-165.0 I1 ?tfl_E ,5 G PAD EL=170.0 - - I 'I LOT 38 LOT 45 \ ,:� \ 1,2 V 5 I ' I ° l (PPG ------ I i j - - •r. +o LOT ,3 LOT 48 c 2 r ( ,PAD �L=154.5 * �3 PAD",EL-1 I 34 -�- LOT i3 LOT 49 PAD ELw154.5 ,P D EL�155.3 .. _. -_ �- PATIO�16S.d 3, 1, . ; PAD EL 169.5 I LOT 50 -� _ cn \ I $ 16 PAD EL=168.5 ' .--� - - '-- ,' LOT 51 PAD EL=I 6.0 2'2 _ _ ---i • ! x - ! LOT 52 \ \ $ PAD EL�15 .0 f..: 35 f I w a ;I / P-_ L=154.5 PAD EL«155_5 `y i I_ ', PAT10_1 \ - _ T _r {PAD EL=167.5 1 \ � / • � -, •- - 1 � ',t 7 �I - --�- ; PAD EL=156.0 4 �r 10 r-- - - - ( 21 PAD EL-1 - c��s 36 IN PAD EL - I ; PAD EL=757.0; 18 I PAT10=165' 125 267 28 29 _.3Q I P = 7. 1 AD EL 16 5 j`� _ hr=�+8 1 _ PAD - -- I I I I AD ELL -- ----- - Z \ / I ; k I L P EL=1 I PAD EL=I r } �..1 I, !' i',I 5 r 62.5 � I .� / / 1 5'' + 9 20 ,157. PAD EL= 1 9.a PAD PAD EL 37 1 tPAD EC' 156.0 ° PAD L=1 �.. I', - -•- -- f/KD EL=157.0 t`DECK `w►'Q0 - 157.5 PATIO- 159. 16i ; ° f' PAD EL-165.5 I y,,-..-. LAND _ 1 '6:8 168.5 0 ~1 ° - - __ _ __ PATlO= Aq (DECK) (DECK) I I z 1�4. 4 " ' '� ,. PAG EL=165.5 �19 30-3� 38t 1F�O EL_=1513.0 8 154.7 I r� t \ 1 ------- 110 EL= .0 PAD EL=156.0 1 - -- --- -- - ----- -F--- . - a \ ui PAD Et=158A , S G1t2 ° PD165.5AE = - ' . .. I O 5.16 a • _ y ��` 3.82' +00 70 A WALL 4 TW 15 .50 . 1 00 I 14+C+t+ao CATTAL (NORG1 5.81 CA�A� 147.50 r.- I L wO Z 5p pBW 151.50 j it _ 1 TIN 153.00 7a 1 I ' Imo. a ASPH PARK! I 8W 155.00 BW 1 + 1 PA0 EL=158.5 p 52.50 49 I PArO E�=1 I c� Z 44 .LW 167. \ ! - F Q CONDOS 1 -' - 1 ` •� � •� '��'� g `• '`. - PAD EL=157.0,x.. -_-,.��_fi 1 � ,•I z;- 50 GARBAGE DUMPST:.P. v,� r,..ut ; t I 1� ��\�\��`::,��'��" x _Y_ I ° PAD EL 58.5 I 43 42 41 I 40 ! i O cr N1 CHAIN LINK FLNCE __ I \`\\ PAD 1=L-157 PATIO L 167.5' I L IP D EL= EL- 46 1 01 "- PAD EL= IP 9.AD 0 1169.0 1170.5 I 'j m 51 \ �' \ ' - 7.0 WI) FptM` x PI PAD EL-1 5 . , J D __ 4 1 LJ EL B��JI iA 52 AD EL=158. _ --�__ I y, PATIOEI.=167. = \� ( `�'`:L�,�, `PA(JEL158.5 I - s�^--`--- !it qp53 AD EL=158.5 00 it --r•_ PATIO EL-167.5 `.1°' ! + - i I -15' WDE SEWER EASE.MEId". 1 I OfQO �+ r12-SID 4,- W 15+0012+00°` � r . •s +++444 f.. ILLJ ciIL I i I LEGEND LOT 13 TOWNHOME TOP OF WALL LOT 14 LOT 14 /-- fOP OF WALL TOWNHOME TOWNHOME ��-L--150 PROPOSED 5' 'CONTOUR LINE - 154 149 PROPOSED 1' CONTOUR UNE = TONMLOT ,HOME _ _ Tw Of WALL TOWNHOME t5 150 PROPOSED RETAINING WALL 152 i _ .._...__. __._ _ ._.____. _ ' _. X -X--- PROPOSED SILT FENCING "t _ y146 _ - X _.X_ PROPOSED TREE PROTFCTION FENCE 148 146 _ ,- 0+00 O+ta � 0+20 - 0+30 0+40 U+450 14a+00 -- 0-. i0 --- 0+20 0+2.7.15 T� ` �. PROPOSED GRAVEL CONSTRUCTION ENTRANCE Z BOTTOM OF WALL E-DAYUGHT LINE --`-' �_ \ DAYLIGHT UNE WALL�,, PROPOS INLET SEDIMENT BARRIER o -goTT of WALL GRAPHIC SCALE z N SCALE: 1'-10' ERT. SCALE: 1'-10' HORERT. . TW 1.50.00 PROPOSED TOP OF WALL ELEVATION F. i +00 0+10 0+30 0+40 0+50- O+IW 1'-10" VERT. 1'=10' VERT. � RALL--1 �` DAYUGHT UNE TOP OF WALL BW 144.50 PROPOSED BOTTOM OF WALL. ELEVATION 0 JS 40 BOTTorI of WALL r ( lN FEET ) t - d SCALE: I'-10' ERRIz. (1+20 - EXISTING 5 CONTOUR LI`:E �j ►') 1-+�io' VERT EXISTING 1' CONTOUR IJNF 1 inch = 30 ft. '' J rn C9 GRADING MOTES 184 r ; m ct O+ - •c, - „ DURING NEATHER, SEE l •ir•h _Q O `a°EXISTING CONIFEROUS TREE TO REMAIN j REPORT OF GEOTEI1N,'AL ENGINEERING SERVICES', APRIL 2.4 2003 150 PREPARED BY CARLSON GEOTECHNICAL, FOR WET 'HEATHER MEASURES. - -_'�_ - - - - - `� EXISTING DECIDUOUS TREE TO REMAIN Q) 2 O SEE SHEET C106 FOR HAM_ ROAD SECTION AND RETAINING WALL DETAIL. 14$ - - - - _`"�__ -___.__.. __1 __.__._ ____l _ ) +o0 0+10 -_.__ 0+40 0+ -_ +80 0+70 0+w 0+90 0+93.80 n INSTALL. INLET SEDIMENT PROTECTION (TYF'.) - - Q o cn o SEE SHEET C105 FOR DETAIL. WAU -4 BOTTOM OF WALL DAYLIGHT LINE NOTE: SEE SHEET 6209 FOR STREET SECTIONS co m ii SCALE: 1•-10' HORIZ. ti+mila Fici 7�i(�5 U INSTALL SEDIMENT FENCE (TYP.) 1'-10' VERT. NOTE: BLOCKS SHOWN BELOW DAYLIGH•I W Bonita R -78655 U SEE SHEET C106 FOR DETAIL. LINE ARE EMBEDDED. 5 of 25 , - y R11.9 II I�I ,ifLE( IBILITr STRIP I - 110 II 1i2 I lilyIi, :�ii I liiilltl I ilii!! , i(r.i'ill i is CL *- 13 ;a ��- 17 18 19 20 21 22 23 24 25 2E: 2 28 eq 3 _ 6,1 i t OI r L � N?NI o I r ., M.. 'N \ F O U N T 1� p DUMP SIRAP (3 `�yy y' �•41Iy �t DUMP STRAPS E k ., .. • ..�.. r 1' REBAR FO2 EACH R \ EXPANSION \` wvJ Or : 4 :et {' ' • 4, FROM INLET RESTRAINT '.'•i �:.►,y •`:};.6.w ;. DUMP STRAP Y/4' NYLON M WASHERS) Z 7J{ •DD / • .°. . s. .4 :. SEDIMENT CONTROL BAG SILTSACK' OR EQUAL__ G O f/IyE�y(Iy r . •:A . . �`.• •• BAG DETAIL o Sp W V WAGA1S 25' MIN.' •.P...R'., �. O < A . •/` M CLEAN PR RUN OR 2'-MINUS GRAVEL tFl IF•_L p SUBCRFDE REI%-ORCEMEM t , 1 GEOTEXOLE, AS REWIRED FW' / !a+ �jl H !• MI/. DEPTH w "20' NLN. FOR SINGLE FAMLY AND DDPIEX RESIDENTIAL STYLE NGTi DTH DEPTHJUUH L n e I I ILUtj OU arle9 W PLAN VIEWIU5A G2 32 5 21.b Ivor! NTS GRAVEL CONSTRUCTION I - ENTRANCE CURB RAM? FiAG OmM IF to Top of Pl "PAVEMENT NOTE: I 1. The dimension chart above is for standard catch basins and inlets only. The controctor is responsible 1 I far providing the correct size device for each inlet.- a 2. For norUSA standard cypttch basins and inlets, the contractor shall measure dimensions in the field and rvPrK N MM order the ap%oprlate size(s). O I 6 I 3. The Intel Sediment ContrM Device shall be of high Bow design ( 200 gal / min / fiz ), as per the manufacturer's specs. rj / L-J 4. The Sediment Control Device shall be Inspected daily by the corltroctor and maintained a minimum '^ Z once per month or within the 48 hours following a alarm event. COo ¢ 5. Substitution of a sheet of inter fabric placed over the opening of the inlet is not approved. INSTALLATION DETAIL W (_ � NOTES: o 1. STAKING OF BAGS REQUIRED USING NOTES: PROFILE (z> 1X2' N'OOD STAKES OR APPROVED I �5AMILY INLET SEDIMENT CONTROL DEVICE EQUAL PER BAG. 20' LONG BY 20 WIDE Z z NTS SCALE, N.T.S. 0 B• DEEP OF J' MINUS CLEAN ROCK. 2. SURFACE MUST BE SMOOTHCOMMER(`MI - BEFORE APPLICATION I SO' LONG BY 20' WIDE � U 3-6' CLEAN ROCK, �\ N O O -- GOVERNING AUIHIORITY WAY REOLIRE In GEOTIDM E FABRIC TO PREVENT Q O CHECK DAM SUB-SOIL PUMPING. Of ¢ BIO FILTER BAG Detail Growing 4-14 ¢ p Q 0 0 Z GRAVEL EMT? IJCE Z F ¢ NOT TO SCALE A Q 3 EROSION CONTROL MATRIX Of 0: DO REFERENCE EROSION CONTROL PLAN TECHNICAL GUIDANCE HANDBOOK EROSION CONIROL NOTES ^ i SITE SLC IE(l) STOCKPIQ UTI TIS CONSTRI,CTION STOCKPILES DiTCHESISW&ES BASE MEASURES lax AOS -15x <SDx <30X -Cox >50x CATCH BASIN�- DITCH (CLMSMWTKKI/PR01ECIII 1. GINNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND W DRAINAGE DRAINAGE MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH 1. GRAVEL CONSTRUCTION X X X X X X LOCAL, STATE, AND FEDERAL REGULATIONS. o ENTRANCE (SEC 331) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, 2. SEDRMENT FENCE OR REPLACEMENT, AND UPGRADING OF THESE ESC FAGUTIES IS THE RESPONSIBILITY OF THE BARRIER • TOE OF DISTURBED x x x x x XCONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL AREA (SEC. .3.3.2 & 3.33) X JURISDICTION, AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER MALL BE 3 UNDISTURBED BUFFER O TOE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. OF DISTURBED AREA 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY (SEC. 33.3) MARKED IN ;HE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE 4. SEDIMENT FENCE INSTALLED X x x X X MAINTAINED 6Y THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION, ON CONTOURS (SPACING) (J00') 050') (100) (50') (25') v O (SEC. 332) 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH c z S. T.MP INTERCEPTOR DIKES/ ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT STALES AROUND ACTIVE WIDIM ,/ / / / A / SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, AREAS (SEC. J.J.11) ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 4' z O 6. CHECK DAMS 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACIUTIES SHALL BE UPGRADED a n (SEC. 3.313 d 3.3.3) X AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND - 7. SITxPM DRAIN INLET SEDIMZNT LADEN WATER DOES NOT LEAVE THE SITE. i PROIECIidv BARRIER X 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPUCANT/CONTRACTOR AND - _- MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. MET WEATHER MEASURES 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THEN 1/3 THE d �STABUSF" GRASS • • • • BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE UNES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT "LUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. 2'-MIN STRAW MULCH O O G 0 0 0 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION COVER (SEC. 3.3.7) _ O ,AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE y� 5 10. EROSION BLANKET W/ 0 0 IJ 0 0 REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE E• I 0T4M (SEC. 336) 0 PROJECT. 11. 6-WL PLASTIC SHEf.T 0 10Cy1 $ 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT O O 0 ' • N r^T �! COVER (SEC. J 39) • • SURFACES ARE COMPLETED ANO/OR VEGETATION IS RE-ESTABUSMED. R N Si I`L 12. SEDIMENT TRAP OR POND 0 0 0 0 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. •" p (SEC. 3J.In) 11. SEEDING, SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE". OF � a 6 -- - -' - - CONSTRUCTION. N L12 N POST CONS IRy . 1 • O ,�. 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER IST U � 13. REESTABl.15I4 GROUND X X X X X X X X I X THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. p1 8 10 OR LANDSCAPE -�-� (EE THE ER;SIGN PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL m I EASURESNSE a CHAPTER 4 FOR REQUIREMENTS.G ERO�ON 6�nC C�^. ;Q _1 p D° 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. Il VG G VS Q Z KEY: X - BASE MEASURE (REWIRED AT ALL TIMES) a A - ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS RRII_••11�11 t/1 � / - OPTIONAL BASE MEA.IVRE, CAN USE AS APPLICABLE Q $ • - SUPPLEMENTAL WET WEATHER MEASURE (NOVEMBER I - APRIL 307 CITY Of fV Q Z 0 . ALTERNATIVE WET WEATHER MEASURE 7O • IAmlla KU /Kn) lIWDL ^�� Op m d N B (1) NOTE. IF DIFFERENT AREA, OF THE SITE HAVE CONSIDERABLY DIFFERENT SLOPES. THE SITE MAY BE DIVIDED UP AND EROSION PI.M2004.00005 MEASI WS SELECTED FOR EACH ARE FROM 714E APPROPRIATE COLUMN IN THE MATRIX 6n125 'i _.. . LEGRNLET'Y STRIP � ,Rim. r �nnl l n l n ul�lul�ingnn; mprl1l llpue�:nyn°�I 1111 �i B Inc+ i 12 1•4 � 1 g 19 20 21 22 23 24 25 26 27 26 29 30 --^5� �^�'^ I � �L� I I. II J..I+IIAIWIJA� utMlYli:11 !I ULI:1 +Ox, • IOL t I tWt�ittlilL�Lkl�d)Wr<l�l,Ilr>I��l�.Jaltt4!uT._ �ompowjooAll oil_ , 'MYWMM!ILwrlM4. , 161.. I L m � - O � U GENERAL GRADING NOTES CITY OF TIGARDGRADING NOTES i - a CIL. g' v> 1. CONTRACTOR SK41 REMOVE ALL TREES (MARKED), SHRUBS, RUBBISH, AND MIN-MADE `,'TRUr`URES INCLUDING, BUT NOT LIMITED TO, C WRETE SLABS, SPIGOTS, WALIS, VAULTS, FOOTING;, ASPHALTIC PAVED SURFACES, GRAVELED AREAS, 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, EMBANKMLNT OR STRUCTURAL FILL t -0 �7 SHEDS OR OTHER FREE--STANDING BUILDINGS CONSTRUCTED Of WOOD, CONCRETE, METAL, ETC., BUILDING FOUNDATIONS, WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND S SUBJECT TO CHANGE PENDING CITY APPROVAL. OF THE ENTIRE i� x tl-�4 - � fj � � K � FENCES, RVLING, MACHINERY, ETC. FROM THE ENce SITE. THE' ITEMS LISTED A30VE SWILL BE DISPOSED OF OFF-SITE. CONSTRUCTION-DEVELOPMENT PLAN SET. IT SHALL GE THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND CONFIRM THE NUMBER OF ITEMS 10 BE REIMJVED. N N -2'-6' �b�Ld zz' 2. SPREADING OF MUD OR DEBRIS UPON ANY PUHHC ROAD IS PROHIBITED. •THE CITY MAY ORDER STOPPAGE Of WORK TO EFFECT w cr ___1 � � a r� a t, O C1 a 2 ALL BURIED STRUCTURES (I.E. LEACH LINES, DRAIN TILE, AND PIPLS) NOT DESIGNATED 10 REMAIN ON THE SITE, SP,',LL CORRECTIVE ACTION, AT ANY TIME. Wz d Cr HE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE. PROPERLY BACKFILLED AND COMPACTED PRIW TO ANY GRADING 3. FF}�CTIYE I:ROSlUN CONTROL, OUST GOIvTROI, AND DRAINAGE CONTROL IS REQUIRED Al ALL TIMES THE CITY MAY ORDER Sf l O z 0 U FILLING FIG OPERATIONS. THIS IS TO INCLUDE SLUMPS AND ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE: � EMBANKMENISOF- STRUCTURAL FILL'S FOR ROADWAY CONSTRUCTION STANDAR) OR FILLS TO BE CONSTRUCTT.D ON BUIIJ)ABL.E �' � � P � � I 3. All. UNSUITABLE MATERIAL (SOIL & VEGEIAIION) REMOVED DURING THE CLEARING tAD GRUBBING OPCRAIIONS SHAM BE LOTS SHAT: BE CONSTRUCTED FROM EXCAVATED IAAIERIAL.S ACCEPTABLE 10 THE SOILS ENGINEER AND SNAIL BE 6R000I{T - - rL (n N W W 0. � I 0 k I REMO'/ED BY THE CONTFL1C10k ANO DISPOSED OF OFF-SITE IN A SUITABLE LOCATION APPROVED BY THE ENGINEER. TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEA,-,URE. EACH LIFT SHALL BE COMPACTED TO 90 PERCLNT OF MAXIMUM L J K z W n N 0 a 4. UTILITIES REL.00AT!ON REQ. - OREGON IAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NGTIEICATION DENSITY AS OBTAINED BY AASHTO T-180 COMPACTION TEST O N ' TO L) a �_ + v CENTER. SAID RULES ARE SET FOR,'i IN ORS 157.541 THRU 751.541. COPIES OF THE RULES MAY BE k , , a _ Z c•; r vi OBTPINED FROM THE CENTER BY t•,AWNG (503) 232-6699. IF YOU HAVE QUESTIONS ABOUT 111E RUtI�. CONTACT THE. CENTER. STRUCTURAL FLUS ;HALL COMPLY wlTll APPENDIX CHAPTER ,)3 JF THF. UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING o �r SLOPES GREATER THAN 5:1 SHALE- LIE ACHIEVED BY BENCHING APIC THE EXISTING BANK !. MINIMUM OF TEN FEET. IF THE c 1^ a NGiL: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOi.DER5 EXPENSE. BENCH I.:XPOSE:S SAND SOIL AN UNDLRDRAIN MUST BE PROVIDED. THE UNDERORAIN, IF REQUIRED, WILL BE CONSTRUCTED BY I 5. ALL EXCESS MATERIAL (SUITABLE OR UNSUITABLE) NOT UTILIZED ON SHALL BE REMOVF_D BY THE (ONTRACTOR AT INSTALLING NONWOVEN FILTE I1 FABRIC, FOUNAL_ENT 10 EXXCN GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN � ►� THE CONTRACTORS EXPENSE. PLACING A SIX. INCH LAYER OF 1 '1/2"--3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN: FILTER OIN 6. TREES NOT OESIGNAIFU TO BE REMOVED SNALi. BE PrtO1T:CfED AT ALL TIMES, WITH BARRICADES FABRIC. Sl1CCESSiYE BENCHES WILL BE CGNSRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMF'J:4TED IN LAYERS NOT TC EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL. BE COMPACTED 10 A MINIMUM OF 90 PERCENT AASHTJ T-180 UJ 7. EXISTING FENCES AND OP. LANDSCAPING OLifcaDE THE PROJECT LIMITS DISTwR@ED OR REMOVED DURING CONSTRUCTION SHALT DENSf1Y. THE FILL 5LOF.S SNAIL NOT EXCEED 2:1 AT FINISH GRADE. NO RUCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH ° �' � � X 5� BE REPAIRED OR REPLACED IH-KINf.1 CONTRACTOR SMALL COORDINATE pnTy INDIVIDUAL PROPERTY OWNERS. DIAMETER SHALL BE AU-OWED IN THE STRUCTURAL Fitt-, y, 8. OWNER/ENGINEER SMALi. PR(TADE TESTING FOR All FILE PLACED IN EXCESS OF 1 FOOT IN DEPTH. STRUCTURAL FILLS SHALL_ COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUIIDING CODE. CONSTRUCTION ON EXISTING w 9. ON-SITE WC.-LS SHAH. BE AFLAWi)UNED AT THE EXPENSE OF TH: CONTRACTOR IN ACCORDANCE WITH OREGON STAR. SLOPE`-- GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM Of TEN FEET. IF THE - -� WATER RESOURCES DEPARTMENT REQUIREMENTS. BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UN)FRORAIN, IF REQUIRED, WILL, BE CONSTRUCTED BY o INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ,ALONG THE BOTTOM OF THE STARTING RF.NCH, THEN a CY 10. NO TOP-SOIL/STRIPPING I,IAIERIAL SWILL BE PLACED ON THE LOl STRUCTURAL FILL AREA,, PLACING A SIX INCH LAYER Of 1 1/2"-3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER 2 11. A DEMOIffION PERMIT IS REQUIRED TO BE' SECURED FROM THE CITY BUILDING DEPARTMENT PRIOR TO THE REMOVAL OF FABRIC. SUCCESSIVE BENCHES WILL BE CONSRUCTED WITH VERTICAL Flll BETWFFN TWO TO FIVE FEET AND BE COMPACTED IN ANY EXISTING STRUCTURES. LAYERS N()T TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BI COMPACTED TO A MINIMUM OF 90 PERCENT AA,iHTO T-180 Ll1� In DENSITY. THE F1L1 SLOPES SHAII NOT EXCEED 2:1 AT FINISH GRADI NO ROCK OR AMIIAR MATERIAL_ EXCEEDING A 12-INCH iN LiEXCEEDING DIAMETER SIIALL BE ALLOWED In ?t,� ,IlkUCTURAL FILL. -' p -� o THE GEOTECHNICA!_ ENGINEER FOR STRUCTURAL FILL SHALL_ BE NOTIi ALJ 24 HOURS !.N ADVANC! , BY THE CONTRACTOR, OF X to y C] STATING BENCHWORK ;0 DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VER!IY LX!STING CONDITIONS. Z W� Cr Q 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SFIAIl NOTIFY 'THE SOILS v `'' lx IJ AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE lil ' IIMt: TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTEREDL�- F�- U ``Q O 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED W ,,� - � \ E R 0��r 0 FOR 2 DEET OF FILL_ z O� \ Z z TU N CONTROL NOTES TES EXCAVATOR MUST COMPLY WITH ORS 757.541 �"',,� H 757.571 (UTILITY PER-NOFTFICATION, ETC.). �`' ll O 0 V I in � � w 1 CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION C041ROL DURING CONSTRUCTION (ANY TIME OF THE YEAR) „ a p U a" N PER THE 'EROSION PREVENTION AND SEDIMEW( CON1R01_ PLANS TECHNICAL GUIDANCE HANDBOOK' DATED FEBRUARY 2003 AND CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS, R & 0 OO-i, CHAPTER 8. -" _,�_-,� __ BONITA TOWN HOMES SUBDIVISION IN , Q o 2. APPROVAL OF THIS EROSION/SFPLAN DOES CONTROL (ESC) PDOES NOT CON';TITUTE AN APPROVAL OF PERMANENT ROAD f_ _-- ® OR DRAINAGE DESIGN (E.G.: SIZE AND LOCATION OF ROADS, PIPES, RESTRICIORS c:HANNELS, RETENTION F,1CILIT1ES, UTILITIES, ETC.) GEO-GRID WALL CONSTRUCTION DETAIL 4' -O" z Z SLG � z MIc 3 OWNER OR DENATED PEPSON SHALL 9E ISE SPONSIBL.E- FOR PROPER INSTALLATION AND _ _ Q MAINTENANCE OF ALL EROSION D SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH - _ - -�--_ l� O L STATE, AND FEDERAL REGULATIONS. SEDIMENT FENCE Detail Drawing 4-16 �,{+ m MAINTENANCE,4. THE IMPLEMENTATION OF THESE ESC PLANS ANO CONSTRUCTION, MAIN' M REPLACEMENT, AND UPGRADING OF THESE LSC FACILITIES IS THE RESPONSIBILITY OF THEco _a CONTRACTOR UNTIL All. CONSTRUCTION IS CUMPLE-I'll) AND APPROVED BY THE LOCAL - - -- ICTION, AND VEGETATION/LANDS CAPING IS ESTABLISHED. THE DEVELOPER SHALL 6F RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL 11IE LOTS ARE 'SOLD. __ w . . E BOUNDARIES OF THF CLEARING L IM[T5 SHOWN ON THIS PLANStlAl.l. BE CLL.ARLY � -- n MARKED IN THE FIE[n PRIUf: TO CON STRUCTIUN. DURING THE CONSTRUCTION PERIOD, NO 3 foot max. SERI►'U N__T FENS�Jp T�:� DISTl1RE3ANCE BEYON',) THE CLEARIN(; i-IMfTS SMALL BE: PERMITTED. THF MARKINGS SliALI. BE MAINTAINED BY THE (APPLICANT/CONTRACTOR FOR THE DURAPON OF CONSTRUCTION, _ Sloping Backfill et 2H 1 max 1. THE FILTER FABRIC SHALT_ BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN 6. THE ESC FACILfT1ES �',HGWN ON THIS PLAN MUST Hf CUNSTRl.IC1ED IN CONJUNCTION tYiTFI 1 � JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, NTH A MINIMUM 6--INCH OVERLAP, AND -- - - - -- ---- Ali CLUB{NG AND GRADING ACTIVITIES, AND IN SUCH A MANPIIft AS TO INSURE THA! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" X 2" SEDIMENT AND SEUIMFNT LADEN WATER DUE; NPT ENTER THE DRAINAGE SYSTEM, W®" nnn�� - � - POSTS AND ATTACH AS SHOWN ON DETAIL SHEET 3-2. fi(1vA1J�fAYS, OR v1OlAk'F A,�'Pi_ICABLE WATER STANDARDS. eeopre ) r I 1. THE ESC FACII.ITIES SKOWN ON THIS PLAN ARL MINIMUM REQUIREMENTS FOR ANTICIPATED f 9 i 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE J SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED { / CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A AS NEEDED FOR UNEXPECITI) `;FORM FVT NIS AND TO ENSURE THAT SEDIMENT AND ` I Geogrid MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A o Z a SEDIMENT LADEN WATER DOES NOT lLAV1 THE SITE. r MINIMUM OF 24 INCHES. z - 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 �- = Z rJ �. 8. THE FSC FACI1IfIE:S SHALT BE INSPECTED DAILY M' INE APPLICANT/CONTRACTOR AND INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE w z MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. INSTALLATION, SHAt L BE 9ACKFILLED AND COMPAC;'ELS, ALONG THE Z Q 9. AT NO TIME SHALL :IDIMENT BE ALLOWED 70 ACCUMIIIATE MORE THEN 1/i TETE 314 Inch minus crushed rock backfill ENTIRE DISTURBED AREA. 2 41( U a BARRIER HEIGHT. All. CATCH BASINS AND CONVEYANCE LINES SHALL PE: CLEANED PRIOR TO compacted to at least 90°A / 4. STANDARD OR HEAVY DUTY FII-TER FABRIC FENCE SHALL HAVE PAVING. THE CLEANING ()PERIATm SHALL NOT FLUSH SEDIMENT--LAT)F14 WATER INTO 'THE Mtnunrnnernbecimantof o o DOWNSTREAM SYrTEIA 6 inches o•one block height - - - - - - - -• - -• - - - -- - - - - - - MANUFACTURED STITCHED LOOPS' rt7R 2" X 2" POST INSTALLATION. Infill Soil STITCHED LOOPS SHALL BE INSTALLED ON THE LIP HILL. SIDE OF THE 10. STABILIZED GRAVEL_ ENTRANCES SHAH.. BE INSTAI..LEO AT THE BEGINNING OF CONSTRUCTION SLOPED AREA. AND MAINTAINED FOR THE DURATION OF THE PROJECT. AI;I(N1 tUNAI- MEASURES MAY OF 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED RECAAREO TO INSURE THAT ALL. rAVED ,AREAS ARE KEPT CLEAN FOR THE DURATION OF THE _- - THEIR USEFUL PURPOSE, BUT' NOT BEFORE THE UPSLOPE AREA HAS BEEN PROJECT PERMANENTLY PROTECTED AND STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY ' 11. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVFMENT 6 inch min I APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL .AND A! SURFACES ARE COMPLETED MID/OR VEGETATION IS RE-ESTABLISHED. l -�\ 4 inch die. Subdrain, subject to LEAST DAILY DURING PROLONGED RAINFALL.. ANY REQUIRED REPAIRS � Soil Engineer's review SHALL BE MADE IMMEDIATELY. ,� 12. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSS OLE. t inch minus cn.-hed t p' to i °p V rock r. . Ifs,;ttu I 13. SEEDING SHALL BE PERFORMED NO IA1FP THAN SEPTEMBER i FOR EACH PHASE OF to at least 95% - 2 ft minimum Cui.'STRLICTION, ASTM Q-1557 v1 ` 14. IF THERE ARE. EXPOSED SOILS OR SOIL!) NOT FULI Y ESTAJKISHE.D f ROM OCTOBER 1ST Note 'Kr+yway• Subdreins, Foundation and Well '� CNt THROUGH APRIL 30TH, THE WET WEATHER' EROSEON P► r c' iCVEPI,I()PI MEA.�L1ftE: WILL. BE IN EFFECT. Em;oedment ahouid he nb3erved by CM SEE THE EROSION PREVFNTIUN AND SEDIMENT CONTROL_ PLANNING Olt) DESwN MANUAL z \ r. °Foundation' walls requires minimum LL (CHAPTER 4) FOR REQUIREMENTS. 6-inch base tnon-reinforced) x 'Geo-grid lengths an,,lacatlons as t . f. 18" (MIN.) WELL GRADED GRANULAR MATERIAL W/NO PARTICLE: � � Q ' 15. THE [kVFLOPFR SHALLfaEM(r1'E ESC MEASURES WHEN VEGETATION IS ►Ull_Y E5TANLISHED. noted in text ar GREATER THAN 4" AND LESS THAN 5fi B'.' UdEIGHt PASSING cc t` `J 16 CONTRACTOR SHALL RI FFR TO TABLE 3-2 OF TNF EROSION CONTRGIL FWIDB(JOK FOR SLOPE PLACEMENT IGEOTECHNICAL �Drawinq Not to S ale `,. T -� �T 111E ll.S. STANDARD LA0. 2.00 SIEVE. � t ' n 0 ) 17. Wti'fN SEED/PLANTINGS ARE PIJICEU, THE OWNER/CONTRACTOR WILL MAMTI'AIN THEN, UNTIL THE VEGETATION/PlANT1NGS _ - ! _T•r- - UNDISTURBED SUBGRADE `'I ~A °' N ' ARE WELL ES7ABLLSHk�. R f_adscm Geotechnical P.O.Box 23814 CGT Job No.G0302180 FIGURE 1 HAUL ROAD �S. EC1� _ WET WEATHER ro i8. TO BE M PLACE AS SHOWN ON THE PIANS, OF? AS DIRECTED BY THE GAY OF TIGARO, PRIOR TO T' ar+,Oregon 97281 ( = Z u o �i NOTE:: SEE "REINFORCED RETAINING WALL DESIGN" BY CARL_SON ENGINEERING • SEE "REPORT OF GEOTECHNICAL FNGlNEERiNG SERVICES" I i CARLSON ENGINEERING co c'' 2 FOR FURTHER WET WEATHER AND HAUL ROAD INFORM",TION. FOR GEO-GRID LENGTHS AND FURTHER INFORMATION. Bonita Rd 7865 ro ro PLM2004-00005 7 of 25 it It "'� 17�M'AM'1.lMNr.ww yr,.n."R.-.n-n-! r ,�'T••�•+!NMW:....... .. . . .. •..yen :,':.nitis'.Wkk'iF+kWMC�+3'.W-:iM7Nh N:i VA1JSi{L'.+.'Y'AL'F'gyt' " -'' I .,. s, aW mrM�eW1 � l {il°l�lllIII 111 III ,unlnll,llll�I!II�IIIIIII!!�IIII'll � ..,III11..1,'.1,...1L11111.1.i-t I.1 .1 . I1.1. .111 111L.1 .tYY <1RP 10 1I 12 I� 14 r;;;� I cmII' O 21 22 23 24 I!t�I1;i1:ei y-I'11`1'�1111 Inii� IIIIIi1 25 26 27 28 29 30 -^«earerser,�:en,,':e s,,.rer,-ear a*.�, ,• I I 1 of HIM 041 1: G+ 0 I I l ` _. ��lI� �,J.�1�,J.�1,!�,.t� k�l.� ,Gl� l,l,l„tltl��I,l �ll�tl.�t��,>IJ,I,�,I:.��lid J�l�.��L>a�Lala,Z,►.�.L1.!.lr�.il�.d.t.��.� �„. . r WN "111101111 will ,,�.. ..�,,....,R,....� . ._.._. n'I�Sx. xd rG ,dlffila+,,a ,->1..::,.,_.-:{tom y _raT,....,.a .-k:..l,:..,. ,..,.. ti..,a,1.t„ ..t...-,,. .. ....,.... .......,'... ,•4r ..i.:. a s, k i , i i j, i I t.. BIKE AND PEDESTRIAN / 16' 1MDE 9EMIFR EAl9Q,lEN'� DCC / 07-061 ON EA%JAENT PER �� EMFRCiE11CY ACCESS EASFMEN r to �N I M�►tIVA l E A('•CC5S AND 1 1(IU'r Y I I' ss f'kFt d[3f1, N[; Sn:i �•' EA5k1AENf FOR THE F3C:WFJ'Ir S rl OF PARCCL 1, pt' 1997-002II I1 I I V s� w I I � ce 0. II. e�`F� BONI N COUR T I I t I z j CONDI (.UNUM CONDO CONDO � n 1 / I BUILDING BUILDING BUILDING BUILDING It.1 00 too YEAR IM: 144.50 a T. L. E _ FLOOD SOUNDAR - - - - __ IE: 142.72 4 7 _ i �- • Qa M I I � U N ------577'tS7� •.k e.oa' CB 1.1 - _ - I ► I •: r 1 ® t3 rf3�D1.1 24CB#D1.2 1 33 I ._ ,� w I -�QM1 . c�3, 32 12 q, 15 SDMH D1 5DMH�C1 :�� (�, _�- --- -- -. 23 31 34 I I a •-� I �` - 16 _,. - SDCO 1 I 1 35 WETLAND t _ - --�. .111Ff�R sDco _ ._ I _ --- -------- -- I ' 17 -± G - - ------a ---- --T-129 - --I KIM: --- - - _- IE: 14236 "�� 10 21 I I I �' ♦ 3 •�'. �► - ! 18PI -10+7.18 - -1 25 26 27 28 29 30 1 I 38 i " O F1•�' \�••1 / 1I `� D e _ ._..._ 20 1 1.1 I� _ 1. 37 � I � � Q + 6 _ .- - 1 I I I I I 1 e - 38 1 -? Q CL 8 C6`A4.2 auMrl# 6 CB 6.11 I I 1 I -- --- -.____- aC" H Al (CB�A4.1 '� MH#A5 ' 0 - � I - I , z d 1 7 ; I I ;;� v1 1 39 I I I z Z CIP7_1 IT 0 o 6 8 ---....__.l_- - -- 4" --- --. in PT Ijj119.1 U*) O - \ 1 15"5D - 5''SD- - $ _11+00 »�,-~ _ �. Q_ --=--1';"S tt �5" ,y J -- � .i, » N � � \ _Y -_ 15 D - _ --- - - ---- » _ I ( I 1-80 D.I. WITH N e"� 5 n 10.6 CATTAL. (NOIR ` w_ ! ,4N.. IJTM g to+oo -4 W------ i o 114+ 3 t J(1iN7 RESTRAINT O Q _.. J O - � 1: - ` �iI,. SDMH�{A3 pI .7 ' ; � ' NI1i�.) Ntt;C tOr �. _A4 CARAGEn I '. I r,�ACCESS I I 49 i e FRAM I r f - "Lr' C' ! LIQ' m CONDOS ,�'x`" ``,<<�.�t�� tt�`•��' , �,S 1 I �a�`_v,`_� ------ -- --- __4 - I t t - I I-- I O - �� wh rTzA►II , b 8 7 r : C8 1.1 • - - 45 -_ I I Y �` GARAGE ._... + I.:�%%Ivr A F!h S n, ,��F lr' - -� 1 , TELT VAULT -� I r 50 43 42 41 40 I w i i I r'l l X1.5 rnrtBAGE I?UMr'STER VM I'pAMP �1 :�,�, �� M ____... I - Zvi CHAIN IINK FFNCr I { lel 48 I I F A/UC F FC TRAIJ� AFtMFR Q I I a -UEC EC RISER I l I DUPi..k - ------ - _- CA ry RISER \ I X coo 4. 52 I I 7. 47 LIM 48 53 lo •� I i �� I - _ w VADF: ST.YrFR EASEMENT ! � I � `1 I �•� � 00 ( .__. ,. PE►2 OFA. dso. PC. 4ru1 ... . _ _._� A �'- - . ..._...�:_.. I I I' _ o -111 20SO LEGEND PROPOSED RIGHT OF WAY ` - - _ --- - - - - _ 15+00 w 14+00 1 - W 12+00_ w Z - - ------- T LINE \ I ._.......I _. ._ 1 __ - I _ ___ I n u n- N" ---- - - PROPOSED LO - 7c tl - ^^ ~ M UNE .�t ► _ -- SS ____ ..._ - - -14+Q3,31 ` -------Sd - PROPOSED STORM \ - �- PROPOSED SANITARY IJNEIq SW FA,AINO CREEK DRW ~� �''��`" � �►� ' � - 8"�Y PROPOSED WATER LINE --- ___ _--_--- ^ a-- - . ^ • .tr '� _r PROPOSED EASEMENT a', , Iuc>i rnNcl�f.,n. wnl.1. ._�M',•.»- �oN�r�1 f•7R.S F'HAsr- 'i' e� - _ 0 PROPOSED SANITARY Cr._E.ANI.XIT I l PROPOSED STORM CLEANOUT ' I `� U�� PROPO5E�1 CATCHC3ASIN 1 ' PROPOSED STORM MANHOLE CATCH BASIN DATA PROPOSED SANITARY MANHOLE IQ A4.1 (QG2) - PUBLJC 0.-�5.Mla ) M-111„2_.(�,`(M I q� (5l C : S23_R1.2.�l.YN�t1,l C8 Ft.t (LYN(3i1 1 PROPOSED FIRE: IfiDP ANT STORM CONSTRUCTION NOTES STA: 10+6.64, 23,55 RT. ALLEY STA: 11+15.66, 14.0 RT. CATTAIL (S) STA: 11+37.59, 121 RT. WATER PARSLEYSTA: 11+47.79, 12.0 RT. 6ROOKUNE STA: 10+63.32, 12.0 RT. PICXLEWFED • NOTE: All STORM LATERALS TO 9E. 6- PVC AT IAIN. SL = 0.010 U PROPOSED WATER METER GRATE: 154.19 GRATE: 154.96 GRATE: 152.29 GRATE: 154.43 GRATF: 1-56.05 1 v IE OUT: 150.20 IE OUT: 150.96 IF OUT: 148.29 IF OUT: 150.43 IF OUT, 152.05 _4L� �L�tiL�IAIIS2� lC�LNQ QF.1'I.f'E • PROPOSED BLOW-OFF __ --- - _- ---`-"- c\ t 94STM L 10'x10'x1' DCTP CLASS 100 RIP--RAP, A INS T 90 U 1 .00 I-F �� I 8 7`i Lt 9.35 LF A 1 .00 LF 1+24.51, 26.0 LT. UNE 8 149.0 r, o EXISTING CTAS I-INE i0 SL- .0820 -� SL- .1812 E*- SL- :0674 +r N In .>I- .2171 } Lam-. Ft+" .096+ 1.3 1+31.57, .3.0 RT. LINE 0 148.2 2_ __._. 12•� __.- EXISTING STORM LINE SAWCUT EXISTING PA.VFMFNT AND CONNECT TO 8 6 F' 6 6 PVA SL- .0393 13 1+28.73, 16.0 LT. UNE C 150.? --- - - ss - - - EXISTING SANITARY LINE EASTING MANHOLE_. S� ) Row_.-.___ - EXISTING WATER LINE IF IN (8",�i) = 15614 STA 10+45.50, 14.0 RT. CATTAIL (N) A0.._A6.3 t' )1" M&IJ_.1:..72 11) CA El,l�l„�N�ki) �Q NI (LYNCH 14 1+28.50, 22.0 RT. LINE C 149.5 r� -- 0f w EXISTING 'OVERHEAD GAS LINE CONTRACTOR TO VERIFY LOCATION AND 'ELEVATION ( ?ATE: 155.56 SQA: 11+03.59, 2212 RT. CATTAIL (S) STA: 11+41,': 3, .2.0 RT. ALLEY STA: 10+43.82, 12.0 LT. DUNE GRASS STA: 11+13.29, 42.5T RT FANNO CREEK 14 1+21.61, 26.0 LT. LINF D 150.0 PRIOR TO CONS•IRUCTION AND NOTIFY F14GINEER IF OUT: 151.58 GPA TE: 151.75 GTI'IE. 1-1?92 GRATE: 163.26 GRATE: 166.30 -• -- :�� - --•-- EXISTING TELEVISION CABLE LINE 24 1+28.38, 16.0 RL UNE 1) 149.5 E ANY DISCRT_T'ACIES. ® 1 .00 Lr" IE ()UT: 147.!5 IF OUT: 14P,,92 IE OUT: 159.26 IF OUT: 162.30 •-- - 1 --- EXISTING TELEPHONE LINE SI.� .445'! ® 24.11 LL 1 .50 LF STA: 11+24.81, 26.10 RT iANNO CREFI( 1 .05 LF 3 88 LF 25 4+28.42, 20.5 LT. UNE A 152,4CA m m 1 --- EXISTING POWER LINE , SL- •0778 SL- .0882 SL- .0126 SL-0.1870 31 0+99.61, 24.0 'LT. IJNE E 163.0 Q -� IR5 All 22.5 KND. 8 33 0+23.6.5, 18.0 RT. LINE l 159.5 ""+ q `� - - --- ---- EXIS'�1NG FENCE: LINE 4 INSTALL. 6'x12' STORMFILTFR VAULT. 1� 1 (LrnS�1) " EXISTING CATCH BASIN SEE DETAIL SHEET C200. STA: 11+15.86, 14.0 LT. CATTAIL (S) S�@1.1 (L1MCH) _Y-L w 43 5+56.55, .55,2 RT. U�IE A 161.0 GjgAFIHIC SCALE � z q o � coIrB U� 5:11 GRATE: 154.96 STA: 11+37.69, 12.0 LT. WATER PARSLEY STA: 11+47.79 12.0 LT. PROOKUNE ST�0+25.22, 12.0 RT. DUNE (MASS STA: 11+40.51, 103.5' IT. CATTAIL '�1 45 0+57.32, 19.0 LT. LINE F 153.5 EXISTING STORM MANHOI. ISS INSTALL 8" 45' tIENO. l cn F OUT' 150.96 GRATE: 152.29 (RATE: 164.10 5) 0+59.32, 23.0 RT. UNE F 152.0 - I�� ' '"� U 00 T1Nr, SANITARY MANHOLE a CONNECT WAIL DRAIN TO FOUNDATION DRAIN OF � � 1 00 LF GRATE 1!54.43 GRATE: 183.03 IF OUT: 1148.29 ® IE OUT: 150,43 WALL DRAIN 3+81.12, 18.0 RT, ONE A 150 0 7 q �- tXISTING FIRE HYDRANT UNIT ON LOT 1. SL- .2416 17.!D LF IE OUT: 159.03 IE OUT: 19.00 1 .80 LF 900 IF INSTALL 19.00 LF IN f EEr ------- -- --_-- PROPOSED CENTERUWE � CONNECT WALL DRAM! STORK SYSTEMA. P S-- •0337 SL- .1140 `� 1 SI.- .0774 6" ,;-900 4 MIN. SL- 0.0200 OPEN SPACE 4+05.42, 20.5 LT. UNE A 151.5 P r lionita ICd /tib m w_ • AREA DRAIN TO 13E INSTALLED WITH BUILDING .,ONSTNUCTiON. PROPOSED CURB ILLI� Q INSTALL. 2 - 4 PVC CONDUITS FOR IRRIUA.111ON CRO59NG. TIE STORM PIPE INTO PERIMETER ROOF/FOUNDATION DRAIN. 1 Inch = 0 pROP?SEd SIDEWhL)t IJNC hLM2O1I4-00005 R of 25 ..,.,,�� IAR.1l�'^•'^'•'_ .,....:-._.....:. ,:e.. ,., l ... e -»-....•..-.-w.:. a�: _ _ _ ..... _. _._,_.._-.......,...-........+...-+w•...•+n.•n n,...•y.• ..,,. . . .,.. .. ' .:c.t7HW ... Pl 111+ ILII ILII 1111 I1 I'II,I L, I I t I + (1-, I I 1 I it 111 1 Illli.11,il N,I 1111 rill 1111 I I III Il+ fill „�' ` LEOIBILIT'Y STRIP C I i I I I I I t I I I!:i I.III,I I ;I VIII �I �uilllllll ulllullluliu1111n111 lu!i nlllllllllln If.11lln�nliillu Inl,nii liiillil! ;'!-. , ,. „r 2 I t 1 O .I Cr, 10 1 1 1 2 1 d r I'7 P I I Omer.. 3 I I 19 20 21 92 23 2, 25 �► 97 2e 20 30 t, Lpi . as I HOW 1 1 H a r• l �{ li1aJ. l. �a }k * PtY'" 1I'.W 7" .'!•'49R'L':r ;^±i 6 1' n ,. .. .* - • J CONSTRUCTION 100 YEAR i STAGE AREA L F1.000 BOUNVARY ...,c..�osr-�_r....-...._.c5___ .-._.._......_.__..... -- 71lnrlu' a �' 14 1 24 1 1 q 33 4' �, v 32 \ \ G&I 2 I ! 12 23 c�P��` --------- 1+ 34 L f _ -- -- _ - - -- � I t 31 Q� I 2 VI � I 2 X 3 C2 d., 1__._I --- 2 22 I---- --- -- f 1 35 M ' + �,,,-WUn_ANU BUFFER �/,• I - - - - - ._ ' I � .,•. _. .- - --.* iti� ' 7 �_,_,_- -- - - - ___ - -- -•� -- I � � W 1 ~~ iti 4?i f-VI al ON L3-.J t I �-I I I ( t '� I IPA x 10 1'' a IRIANCrLE (tw.)- 113 I 71 7 37 I 4 I 7 tU � 18�=--latZ3.9� 25 12F I 27 28 29 30� 36 I .r 0 PSI- L' 37 "t MSION 20 P CIL- TRIAN (TY, .)T / TRIAN(;U - �.` U .- ff VISION �_ t _ _. __ a I I S10N 38 8 g�Z cn 19 I I IIRIANGLt (TYP.) VISION p""G v► W ..` TRIANGLE TY¢. DATA 2 12 I I I I I I PRC I N TRIAN(:lE (fYn`)F371 «. _.� ._ _ ` rf a 1 ' 'i'fd'� 11 3 I -- x / t 39 1 31 0 ,4 w \ \ /`x 2 35 7 38 5 .� _1 (: DATA Y t3+U6 _.�::: �� 67' 16 12+0o [17 1 36 O 11+00 '-' - 11 1000 --o 00 [- �Qt�7 "E 11+00 - _ r O 21 N01-0T36'E � 243.2 --�-- -i 9 . - _._._ .` • CATTAL" (SOUTH) _ \ \ X b 10.6 16&33' CATTAL. (N� i ® 13+00 14+00 14 15 O - b0 \ 3.62 � 39 .�..._ ..-......_.. �....._....__•-_ _._......__. __ - � a � -_ 4 3 ,,..._.._._.•...,,.�..,._ 18 � 6a� - -(33 •� ~� i I I ,.�.� - _. __.. __ -�.- 019 0 I a \ •� ..... ..wr .r_ ,,.._ -__t 2'll�-- _ _ �-•r- VISION- _ . . ._......,- -_.._ 4 k - ` I I O o' \� 9 SIA I TRIANGLE (TYP.) ` _ .- SSS ` .a ASPH PARKING 4911 1 00 11lIANOLE (TIMOON T.) I 1/ Z El 44 37 O '- 45 � ti wti FR�,�� ! 1 50 43 42 41 40 ,,1r'AG r \ \ "ARSAGF DUMPSTLR �\ WD FNAL'. - \ 1S „F-!•fJ .;NK VE'NCC ` F __ 4�-_ ( i I I I I z U \ \ 3 I 51 b, w I I I O Z tY 47 O cm 0 ! "` �✓' Q 2 48 , 5-3 1 _...,._ __..��'._._. R'w Q \ \ \ NT �' ! ' {•1 L4 �� 26 30 v+ 0+00 � 15 'MOE SEWER EASEMENT 1 O PER Bit. 660, PO 406 d I + OD 1/2A �L... +_.. ...... ..�. .._M r-1?"5q . Y 5/84 3/86 \ -._,. - 32 +....� ` ._. TI_ l. 10- .-.-...-.,---..-Irw--......, - I - -t 3 4alr- /4° \ 15+00 14400 I 1 2 i2 �.. - 29 i � r _ .. .. �. ( I --- w / \ - 7/ed /en ._-.._ .: x .31 ECR/BCH SW FAANVO CR7K URI ME 2 \J CURB DATA EXHIBIT I - ' LEGEND CURB RETURN DATA -- ---- PROPOSED RIGHT OF WAY STREET CGNSTRUC�i iuN NOTES 01 -� ---- - - ------ PROPOSED LOT LINE R=1;i.G0 L=23.56 G=90'00'00" � R=15.00 L-23.56 A=90'00'00" �`E��'C I �� -_�I ID\/C f1A�'� ._.. �( --. X PROPOSED FENCE LINE c:� ❑ INS1AlJ_ CUR► AND GUTTER. SEE DETAIL SHEET C205. 20 STA: 1.S+Of.72, 0' LT. CATTAIL (5). PC STA: 13+G8.72, 14.0 RT. CATTAIL PC STA: 10+93.33, 14.0 R1. CATTAIL. LL UR VE DAT INSTALL_ MONUMENT BOX. TC': 166.03 TC: 156.93 SD---- PROPOSED STORM LINEF--- 2 INSTALL MOUNTABLE CURB. SEE DETI^.IL SHEET 0205. O / / �' 12" SS PROPOSED SANITARY LINE W 21 STA: 11+19.75 BONITA = 14+14.13 CATTAIL. `ti . 1 4 D: 165.37 1 4 D: 156.95 INSTALL MONUMENT ❑ CONCRETE4 N TA12+24.66 LL MONUMENT BOX. - 11+54.90PICKLEWEED. 3/4A: 163.69 3/4L\: 156.64 L-31.8' _...___ t3"W ___.__ PROPOSED WATER LINE Q, a 3 CONSTRUCT CONCRETE SIDEWALK. 1E DETAIL SHEET 0204. / ❑ CONSTRUCT SIDLWALIK WITH 8 AND 10 Ga MESH PT STA. 10+24.00 12.0 R f. DUNE GRASS PT STA: 10+2.9.00 12.0 RT. WATER PARSELY �7 PROPOSED EASEMENT n_ 0 a V PER SECTION ON STANDARD DRIVEWAY DETAIL /142. 23 STA: 12+24.651 17.30' RT FANNO CREEK (MIDPOINT) TC: 163.•36 � TC: 1'36.43 � `Sy 0 s 18'11 42" ----.--- PROPOSED SAWCUT LINE SEE DETAIL %EFT C204. CONSTRUCT 24 STANDARD DRIVEWAY. SEE DETAIL SHEET C204. R-100.0 -- 51 INS�ALI. STANDARD CURB. SEF DETAIL SHEET C205. 2❑4 SIA: 121-42.65 17.31' RT. FANNO (MEEK. O R=25.00 L= 39.35 �=90"11'08" C► R-20.00 L=31.42 A=90'00'00" L=31.8' - - ------- PROPOSED CENTERLINE � MATCH EXISTING SIDEWALK AND CAJRB. PC STA: 12+43.21, 14.0 RT. CATTAIL PC STA: 11+52.33, 14.0 RT. CATTAIL � " PROPOSED CURB LINE L"J STA: 10+99.17, LK A LT. LIONITA. 25 STA: 12+06.64, 20.19' RT. FANNO CREEK. TC: 160.85 TC: 158.00 d = 57'06 48 - - BEGIN 6' SIDEWALK AND CIIRIJ AND GUTTER CONSTRUCTION. BEGIN 5' SIDEWALK AND CURB AND GUTTER CONSTRUCTION. R=35.0 PROPOSED SIDEWALK LINE MATCH EXISTING SIDEWALK AND WRB. 1/•!�: 161.'70 1/4l1: 157.;7 1-=34.9 PROPOSED SANITARY CLEANOUT �� 26 STA: 114 81.93, 12.12' RT. FANNO CREEK. 112 A: 162.59 1/2A: 157.42 L`] INSTALL MAINTT.NANCI: ACCESS ROAD. SEE DETAIL. SHEET C205, END 5' SIDEWALK CONSTRUCTION. MATCH EXISTING SIOLWALK. 3/4A: 163.34 3/4A: 157.03 � A = 52'26'19" PROPOSEC STORM CLEANOUT 1 s 8❑ STA: 11+59.21, 22.01' LI. BONITA. 27 STA: 17+06.65, 22.12' RT. FANNO CREEK. PT STA: 10+45.82, 12.0 LT. DUNE GRASS PT STA: 10+26.00, '12.0 LT. WATER PARSELY R=35.0 � PROPOSED CATCHBASIN END 6' SJ1 WALK AND CURB AND GUTTER CONSTRUCTION. BEGIN STANDARD CURB CONSTRUCTION. TC: 163.81 TC: 156.70 L.=32.0 I, PROPOSED STORM MANHOLE � MATCH E1.STING SIDEWALK AND CURB. L j STA: 11+81.93, 17.41' RT. FANNO CREEK. " , LTJ STA: 11-. 20.33 CAT,ML (N) -- SIA: 10+00.00 WATER PARSLEY END STANDARD CURB CONSTRUCTION. MATCH EXISf1NG CURB. R-10.00 L=15.7' 6-90'00'00" K'� R=10.00 L=62..83 PROPOSED SANITARY MANHOLE Ln INSTALL MONUMENT BOX. PC STA: 12+14.32, 14.0 LT. CATTAIL PROPOSED FIRE HYDRANT �2] STA: 11+51.55, 17.41 RT. FANNO CREEK. ECR/BCR STA: 11+56.64. 0 RT. WEAVER WAY I TC: 158.74 "' rn 10 STA: 104 63.13. 0' LT ALII BEGIN STANDARD CURB CONSTRUCTION. MAIrH EXISTING CURB. TC: 156.27 PROPOSED WATER METER GRAPHIC .SCALE INSTALL MONUMENT BOY 36STA: 11 150.57, 19.91' RT. FANNO CREEK. 1/4 0: 158.65 1/8A: 155.96 CURB CURVE DATA ' 112 A: 158.25 PROPOSED BLOW-OFF 111 STA: 11+65.64 WEAVER = STA: 10+000* ALLEY, BEON 5' SIDEWALK CONSTRUCTION, MATCH EXISTING SIDEWALK, 1/4A: 155.68 INSTALL. MONUMENT BOX. ❑ 3/4A: 157.80 EXISTING GAS LINE 31 STA: 11+23.76, 19.78' RT. FANNO CREEK. PT STA: 10+24.Op 12.0 LT. PICKLEWEED 3/8n: 155.53 39.26'15" STORM LINE 12 STA: 10+38.93, 0' LT. BROOKLLNE. END 5' SIDEWALK CONSTRUCTION. MATCH EXISTING SIDEWALK 1/2p: 155.48 V >> EXISTING S IN F ,c-T. z cV n INSTALL MONUMENT BOX. ❑ TL: 157.56 R-25'0 EXISTING SANITARY LINE ( ` ) 2 2 STA: 11+23.80, 17,29' RT. FANNO CREEK. 5/80: 155.54 �i 13 STA: 10+73.81, 0' LT. BROOKLINE. END STANDARD CURB C(INSTRUCT10N. MATC,4 EXISTING CURB. 3/4d: 155.83 L--17.21 ,, .:, EXISTING WATER LINE I In Ch = .30 ft. n a 4 R=10.00 L=15.71 /�-90'00 UO I INSTALL MONUMENT BOX. © , Z" = 259'47'48" EXlSi1NG OVERHEAD GAS LINE t GO 3 REMOVE/RELOCATE EXISTING III.EfHONE PEDESTAL PC STA. 11+70.32 14.0 RT CATTAIL_ 3/8Q: 155.53 14 STA: 11+!,3.03 WEAVER = STA: 10+00.00 CATTAIL (N). SEE VERIZON PLAN. '• TC: 1,�6.50 7/8�: 155.98 R=30.0 EXISTING TELEVISION CABLE LINE. INSTALL MONUMENT BOX. , L=136.03 r\ N ❑1 S STA: 11+55.03 WEAKER = STA: 10+00.00 CATTAIL S . 34 ALL SIDEWALK ADJAC§NT TO WEAVER WAY TRAFF't, CIRCLE SHALL BE 1/4�: 156.6 4 SEE EXHIBIT it IIS SHEET EXISTING TELEPHONE LINE -� ) rn ( ) CONSTRUCTED WITH 6 OF CONCRETE AND 10 GA REINFORCEMENT PER 112 A: 156.74 � � = 39'51'36" EXISTING POWER LINE � � tY o, t lMST.Vl MONUMENT BOX. STANDARD DRIVEWAY DL FAIL. SEE DETAII. 142, SHEET C204. R=25.0 L6 STA 11+92.32 CATTAIL 5 - STA: 10.00.00 PICKLEWEED. 3/4�: 156.80 r1 O 3❑5 INSTALL CONCRETE STr E GRASS CRETE PER ENGINEER AND PT STA: 10+24.00, 12.0 RT. PICKLEWEED I_=17.39 � EXISTING CATCH BASIN ,w„4 -r INSTALL MONUMENT BOX. ? EXISTING STORM MANHOLE _ o MANUFACTURER RECOMMENDATIONS. TC: 156.79 17 STA: 124-43.21, 0° LT. CATTAIL (S), 36 INSTALL FIRE DEPARTMENT GATE MATH NOX LOCK. EXISTING SANITARY MANHOLE 3 ►O- INSTALL MONUMENT BOX. 18 STA: 12+74.96, 0' LT. CATTAIL (S). 37 FUTURE SIDEWALK SHOWN FOR INFORMATION ONLY. i' EXISTING FIRE HYDRANT � � ,or ,y. INSTALL MONUMENT BOX. NOT IN CONTRACT. FUTURE SIDE WALK UNE rn Q. p �, 19 STA: 12+61.45 CATTAIL (S) = 10+00.00 DUNE- GRASS. 38 INSTALL REMOVABLE BOLLARD 0 STA: 11+69.61, 0.2.7 RT. CATTAIL N. INSTALL MONUMENT BOX. SEE. DETAIL SHEET C204. FUTURE SIDEWALK HATCH Bonita Ltd 7R(�5 + 39 INSTALL REMOVABLE BOIIARD 0 STA: 11+69.61, 10.08' LT. CATTAIL N. m SEE DETAIL SHEET C204. PLM2004-00005 9425 ar .,.,.. ..,rig•.}... �►-..,. ..n_.....a..�....y,,..wd.-,,,...>-...,. .._.. _ _ LEGIBILITY STRIP C m 11 om0.�tm I 2 3 a 5 f3 8 IO f ! 12 13 14 E I? 20 21 23 a "2_5 25 r" 2r� I � 8'.1 ! 1 QI 9 MONI t IOt .r it 14 a i , ' • _ .. ..� ^, cL+ei,...•.,..-a aa.r+.✓ a,: :v 7_a:.d!Il Mdi!"i+vxt,i !f�IdMIW5lu.•x•'. "vlacb"•str - '.. ,fKMw1.. ,. . ... ,. .... ... .. .. W MUiv.NR's-C+`.S+AFtkSws1 ,: +Ya W.w . , M � .' •s+�M, ., . . .. ... V o M T N + ` ( I L In >- PVI STA 11+62.34 I FO Ip Ir I`j PN ELEV - 156.•77 S S N ry V2 Q A.D. - -8.75 Fi 3 t= K 4.'•7 CL 4 O O U - 40.00' VC --- rr Z rn ►- r J � � � � r - (AV) > d c4 - r,, vg^ S Ll _ ± rl8!<'sTC>R,t1 L1E 17111A1E 11n • `� m cv to� ------•T-. _-- ------------ --� cJ _�__ � WEAVER WAY 1d0 -_ _ ._ -- _-- _ _. ___ _ - . _- __ 0051 - - ----- - •_ __ _._.-__.._ _ _ .•-_ _ _..._- ._ ---__._ . _ _ ------.. _ . -j -._ ___._ ._.__._.__ - _ - }- -cul.-GE-SAC .__ ,EY t _PU _ WRIER EASEMPT 1641 -- _.- -_ - -- -_ _.___ __.__. _..._ _. _ ....__ _ Al I.F 1S P - _� _� - 52 _ 180 PROPOSED GROI,JND_.__ _ .__..__.�........._ -_ -.,_«.. _...� -- � In _rx TING GROUNDT O CA PIPE .__ ._..._. _.. .). ._ _ _� -._. _____ --. - -- --- �I�- --- - -----1,93.2 LF 1j%PVC w 0 PIPE - -- _ -.._=«-- -------- �� - - - -- -- 4 4 w � : C c,�pp • 5.0.0?8 152 -- - --- -APPROX. _TW!16Z. _..__.� ._ �T #Z 1 _�T 1I N t. if 1 - ... -. - - � - ._ _..._ .�. _.___._� , _ - - ------ ----- ---� _- - - - ...._---- --_.._.__ ___ i 140 148 _.___ -_. _ __ __.._.. ._ __ _ . - _.ROX.'9W__.m14 T __ ! '--- ---- --- ' __. __--- X111 �3 (4$'�_ , ___ ._ _ .- -) _ STA: ',1+15,33, 2.0 R T. CA Alt. N i H A4 0) _ 136 (41rA. i { _ A �! CONTR ) RIM: 1:�1.1J - STA: 10+22.15, 2.0 RT. CATTAIL 144 ..__._ __ _ -- _. __._._.. _. _ _._ _ _. __._._ _ __ - 72. ______ _._ 5S'2 _.. .- 32 STA 11+ 0 Rt CATTAIL N IE IN R"S): 145 70 RIM 1 9 8' STORM CROSSING ,_._.- _. ._._ .. 5 - (SE IE IN 'E : 145.70 IE IN 1 'S 146,27 t- 1 _ _ � " 1- - - -r 5 -- - IE OU1 15 N): 145.60 IE IN 10'E : 146.27 140 ---- ---..-._.._.._ _... - _ _10 STORM t�'ROSSINGS _�._ _.. .. ....__...._.. ,___ _. -..__.. ._._ ._- __..M._.. __._•.. ._.._ IE�IN S 142,00 � ( ) _�. AWI ARY CROSSING 12' STORM CROSSING �. -__ I 2 . - IE IN 10'SE) 146.27 -._-_ 1 8 U _ IE!IN 8 E) 142.00 __ IE OUT �8'�IW): 144.56 _ - IE OU (158N): 146.1( _ -- 2 138 __. . -. . .... __.. _. _.....__ _. _ .__... _ ._. . _. -..,__ IE OU (1 'Nj- 141.80 IE OUT -5 N): 145.22 _ _ _ __ _ o EXISTING GROUND., ._..__ _ ._.._-.._. _-. _- ----._-__. ..__._ _. _._ _.. .... __. ----•__--I _- W/36' �i�P __ ._ -- ------- I 124 Z G GROUIdO , � - _ - - --. - _ .-__._. 1_..._ _ -__ _ __ n SH GRhi)E _�r ,., 1,, .�._,... _._.___..-. O C/1.._ IPE _- __ �._....-- .._ ..-. . ___.__ _ ._. ._...__. ___.._ . .4. .. ___- - ___� ELEVATION AT CL ELEVATION AT CL _ DAYTIM 120.00 130.00 � .� 0 11'1 N {� a ► rn - rn 10 r` o (r ao •- u� tr u: �i r m u, r y ,( y1 ♦ .� N . K1 t(l l! In l.7 In 'l i t" l() l(7 l(� Llfl, Ill In rh t. v, T �' �-. ♦• r r J 0 z_ �_ CD W 13+00 12+50 12+00 1 +50 11+00 10+50 10+00 9+50 1+00 1+50 2+00 24-50 3+00 3+50 4+00 4+41.68 In p PROPOSED GROUND /•�, N O CA PIPE CATTAI ISA V Q� < �tC WAIS Ll E PROF U sCAtE: I--30• HOT. SCALE: 1'-30' HORIZ. i'-1b' VERT. � � � 1'•10' Vf"RT. a o Ix On J n Y hz 0? L7 II PVI STA - 13+33.35 LOW POINT ELEV - 155.31 r Py) ELEV - 167.81 LOW POINT STA - 11+15.66 WMH A7 48'0 � A.D. -4.00 PVI STA - 11+6e STA-. 11+94.57',0 LT. CA l K - 20.00 c �♦ HIGH POINT ELEV - 155.69 PVA LIEV - 154.32 II RIM: 157.32 --+ M n :IIGH POINT STA - 10+60.01110:S): 2 -�'�• v> r PVI STA - 10+64 A.D. 9.31 � IE MI 150.10f K - t5 04 IE IN33N : 150.17 I PVI ELEV - '155.86 ji IE OU, (15 N): 150.00 M.D. - -2.31 140.00 VC 180 .. .._ ._». .... .-._. K 26.01 _ .... So $ ,' �. - TN N - �T1NG SAT CL - _ +5-*,---,--- ..._ ..._ _. _ _._ a 172 + 1 irk 168 _.._- __.__ � S n c.� a U) STA; 11+15.68, - _.._ -_-- - ---_-- ---- �- ----- ' _ M: 155.28 - 164 ._.._._ _.. .. - -- y _.__ IN 15•S . X4 8 - - - - - -- - - -- -.-_. -IN 8•E} 1 , 9 -- J 180 8 YII�) 1147,49 OUT (156N 141.08 136 132 _.. _ 70 LF tb - --- -- -._. _ - - - ----- +- - 0 $04 F: S1'A: 12 82.22 9_.29 T. CATTAILS (� -___...__._ -----._._._ Iti►�: !183:59)-" IE , If) -- --- --- I . 157. 9 I 144 61.8d LF 6' PVC • 0060 t001 $H Q. -R AT DA7VX K9V _ EtFV TION AT N -; 10.00dj - z �•- r r+7 (Q 00 ci r �! x ri u) (r� u7 u d) ►f) t4 r P r• cp Q' G 9+50 -10+00 10+53 - 11+00 11+50 12+00- 12+50 134.00 13+50 14+00 m rr 8, <'�+v+�J' J o fdAIIAIL`,.. 5DMA STA: 155 R3 2.0 LT. CATTAIL S) r 6 u srALE: t 30' miwz. IE IN 15'S . 146.75 1'-1�' VERT NOTE: NGL NOT SHOWN. STORM PIPES DESIGNED WITHOUT SURCHARGE DURING 2 YEAR �j 2 : c C IN 10'E� 146.75 STORM EVENT. SES STORM CONVEYANCE CALCULA TIONS FOR FURTHER INFORMATION, 3 �y IE 011 (15 N): 146.65 Q tr1 c PRIVATE STORM DRAIN LINES TO BE PERMITTED AND INSPECTED BY 'THE CITY OF TIGARD PLUMBING INSPECTOR. (/� onOL PI,M2004-00005 . • a lo o;' .. ,.,-. ._:. ....._: -+sn...i,YMh4H- ;:;bAvLd.L rodN(IWBNit�M•IIIANY:W,ioiro•r4 i.:.:r.,.r,:4w•IwAMh'rr'u+„ti�Mi4',Fjh;ju •4a--: .w, >v k/ -, __-.w. .w- .:.. .........: nom.-•-••-• .. e.`xr:: _ ' .. ... :, ..W... ,.. .. ,. ., ,.,__-. ._., , ,.... ... .i;� �jrf..11,�. nt:I,t.,ni:.;i ,ni:,, i,:, i � t 't ;,-:•:, . :., +�t -- .a... N,,,...t., - . ... .. .� _, , _ -. 25 I + I 6 7 III I t 111111 �t�tlu nulll� , ;. . . . ;.. .._ , ,: ,. • •' ILEoron rrr�tRt� c m; � � � I�' I i I I � i ,i ! ltl� ,llllllll'I!II i, I i'IP; t0*A rt err 20 f' < < 2 2tl 27 R�; itt9 30 i � ,. a q � p �_� 14 i '� 117 I� ,4 ,,� Ia OI i L�4 ltuwlLuawlub R t11�MIA> VEL INN I1 �. ,. 1AIlx� „ 11� • yypp�� y y�,� AAR�II dF tr 0 WC) a3 Q- Q� SDMH 01 (48'0) (48-0) STA: 'il+42-91, 5.0 RT. BROOKLJNE STA: 10+39.38. 37.22 RT. BROOKLINE RIM: 153.65 V) Ln RIM: 154.81 N B*Sf): 148.40 a IE I 1130 if IN �12 E4 10.75 IE IN 8-K): 148,40 a. IN 10" : 146.75 IE IN 6'S): 147.90 1 ) 156 IE OUT (12 N): 148.65 IE IN 4"E : 147.50 _IE OUT (10-Q. 147.40 7 152 to 1XISTING GROUND LSTA: 11+59.59 BROOKLINE t It i I t2L2 LF 10 PVC 0 S-0 + 148 -.0 MATCH EXISTING GRADE: EL.-152 Zti iii FINI __Z&QL AT g.' ...... 164 t; �i 144 140 EXISTING 1110UNI] FINISH GRADE ELEVA710N AT CL ELEVATION AT CL 6 DATUM ELS06 156 . 152 LXI�IINQ 20UNU &I Q 136.00 148 ........... - 11+50 144 TI -I 9+50 10+•00 -10+5U11+00 SDMH ll_L4§* 5Q--t _fl L__QMH.63 (4800) -1, PARSLEY 140 STA.: 10+02.00, 5.0 RT. WATER PAR§TY STA: ll+M.6 b T. Wiffk BROOKLINE RIM: 157.13 RIM: 152.61 SCALE: 1*-30' HORIZ. w IL IN 18"N1- 147.70 1*-10* ART 136 IE IN 120S): 145.70 IE IN 8 SE): 147.70 J IF IN 80"Ej: 145,70 w a6 EXISTING (FOUND IE OUT IE IN S�). 147.83 (12 N): 145.60 FINISH GRADE IE OU 00`W). 14 7.50 HIGH POINT ELEV - 154.)5 DAITIM SLJ;V ELEVATION AI CL ELEVATION AT CL HIGH POINI' STA - 10+56.10 PVI STA - 10+M 130.00 P PA ELEV - 155.35 v a A.D. -4.97 1, II K 20.10 In OL (L 10+00 10+50 Il +-OO 11+50 z U 3 WATER EARSLE1 It �t - u SCALE: 1'-3(1* HORIZ. FlNI 0 1'-10* VERT. m V) v) 0 156 F= Z 0 152 EX!SnNG GROUND-.A-Tc-L/ rim 148 12 _LF PVC �QMH Q (91:1 -4 (4 *01 STA: 10+02.00,15.0 ffT--WA-TTR PARSLEY t m 144 H A _L- - _. RIM: 153.76 STA. il 48, 22.70 LT. ALLEY IE IN ?"SE): 147.20 140 RIM: 80.15 IE IN 6*S): 147.50 IF IN 4S 6,27 IE IN 6'NL)- 147.50 FXISTlNG GROUND IN �l 2 �� 14 FINISH GRADE uj ELEVATION AT Cl.. T 10`F. : 146.27 FLIVATION AT CL IE IN 4"E): 147.10 DATUM ELEV OUT 12 N : 146.17 IE OU 10 147.00 II 135.00 LOW POINT ELEV - 156.36 LOW POINT SIA - 10+63.10 PVI STA - 10+80 rya P ELEV - 155.91 ?e _-.�- ---- - - 1 AD. - 5.01 4 9+50 10+00 10+50 11+00 11+50 C,4 t K - 16.97 ALLEY NSCALE: 1*-30' HORIZ. V) cn Ln 1*-10' VERT. z V) 172 IAJ + in .......... LOW POINT ELEV - 163.33 Lki LOW POINT STA - 10+25.22 ul 5DMH A9 Na-0) MH SU PVI SjA - 110F39 Qi LT. L Y. PULE ,%+49 .00. 2 iffl) g �,* I A: 1-0+91.31, 2.0 COX LEE PM ELEV - 163.03 0 RIM: 157.32 RIM: 156.41 - a A.D. 6,66 IE IN (10.Sy. 150,10 IE IN 18,'N� 150.70 K 7.48 160 IL IN (10 W I%IU (Xi OWE); 150.50 IE OUT (12 14): 150WJL2-!Vn� 2.MX 156 Ui D FINISH GRADE AT CL EXISTING GROUND AT Ci- 176 EXISTING GROUND AT CL 1,52 - ty cn EYJS11NG GROUND STA: lf+- S�.82 PICKLEWEED 172 '"'�dIVATION AT Cl MATCH EXISTING GRADE: EL.-157. B&% MAD Al 1 7 Ln tn WMWI�� U) DATUM L 168 if) 14A 00 STA: 11454.43 DUNE GRASS MATCH EXISTING GRADE: EL. cy) .----A 160 �4 ' C" 9+50 10+00 10+50 11-4-00 11+50 156 FINISH GRADE EXISTING GROUND 5DQ LI STA: 11+10.93,-3..00 RT. DUNE GRASS �T ELEVATION AT CL 52 ELEVATION AT CL FINISH GRADE RIM: 166.b9 D MM NLk A ELEVATION AT CL SCALE: 1"-30' HORIZ. 1"x•10' VERT 150.00 0 u 09+50 10+00 10+50 i +00 114-50 .11 Ln ot- NOTE: HGL NOT SHOWN. STORM PIPES DESIGNED WITHOUT SURCHARGE DURING 25 YEAR WMH A@-il§:jO -. STORM EVENT. SEE STORM CONVEYANCE CALCULATIONS FOR FURTHER INFORMATION. STA: 10+08.82, 3.0 RT. DUNE MASS to C.1 DUNL-""RA55 (h q a 0 v RIM: 1b3.59 ui SCALE: HORIZ. IE IN (10*EJ: 157.59 Bonita Rd 7865 I'-10' VFRT. IE OUT (10 N)� 157.49 I'I,M2004-00005 JJ IJ I I of 25 P Will 111111 11111111 1111111iLNV.Mliflillietl11 ;F, 1111.0!J111111''I lillhr c m NIN' LEGIBILITY STRIP 0 I'l 12 13 14 20 21 22 23 24 25 26 2 7 28 tp I I 01 J Nva aui Oz +r�,��+��l�u��,�l�,�i�,�►�1�1�1,�lriJ,i�1��I� �I,�.�,t�,��,.��,I.I,J�J.�>.�J�,'` '_ _�III�I��i ,�l•>��a.�i.�t1�1�:�>I-�1,: � I °� ....... ... 0!, ---"NOPOW i O - - 0 N EXISTING DPIVEWAY - z (, MATCH WIDTH do GRADE cn z CURB J<ANT A 5' MIN �/w LINE �►-- -- .. { E i NOTE 5 ROW __-._._--w _ ++ SEE NOTE 4 0v cn �7-�+- VA IES .• \ U ROAD `' ':` r SEE NOTE 3 O w f {(f r SEE O - 2" Of 3/4" 0' BASLROCK 5 MIN 2% SEE NOTE 2 NOTE 3 276 - - CSIDEWALK O Q- (�rl?ACTED SIJBGRADE - � 30' M/•X 6' 4' t-1 SIDEWALK ADJACENT TO CURB 0� 2 - _- i. .r------- -... .n__-1► U 10' IAIN —. 5' MIN � ROW PLAN 0 6. ROAD / r•' O 3 4 1. MATERIAL-S: � � 1 2>< cj p -- 2" X 2" X 83", 12 GA. GAIN, PERFORATED STEEL c� < U 2" Of 3/4--0- BASEROCK STREET POST. \%. L.� COMPACTED SUBGRADE .• • �-i"" O� 3" 2 1/2" X 2 1/2" X 10", 12 GA GALV. PERFORATED 5 x ____f STEEL STIFFNER PUST, W GROUND SIDEWALK AWAY FROM CURE+ ( OF AGGREGATE Cl NOTES: (3/4"-0-) COMPACTED ��TION A-A \'� `�\ ( III �,/ 2 1/4• x 2 1/4• x W. 1:� GA. cAw. PERFORATED S 1. ANCHOR. 6" X 6" 10 GA tAE SH a• - L-()- I U1 CONCRETE SHALL BE 301X) P.S.I. AFTER 28 DAYS, 6 SACK 1, !, S!UMP RANG' SEE NOTE N.' 4 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH OF 1 -1/2" TO 3" v LOCK WASHER, OR 5/16" CORNER BOLT. 7/18" K 5", GALVANIZED CARRIAGE WITH FLAT AND :r. PANELS TO BE 5 FEET, LONG. NOTES: O / LOCK WASHER, 2 BOLTS PER RAIL PER POST. ir .5. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, !. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 HAYS 33" -� O 2. All. MATERIALS AND WORKMANSHIP SHALL. BE IN � UT1UTe VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB, ACCORDANCE WITH THE CURRENT STATE OF OREGON 7 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE U STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION �rA � Q CURB, THE J0NT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 112" RADIUS. 3 EXPANSION do CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED Va/ 3. BOUARDS TO BE INSTALLED AND MARKED/('OL(RFD tz 5. 510EWA'K SHALL HAVE A MINIMUM TTiICKNESS OF 8 INCHES IF MOUNTABLE MATERIAL OR EQUAL EXTENDING FROM SUBGRAUE TO FINISH GRADE. O PER THE CITY OF TIGARD STANDARDS. a CURB IS USED OR IF SIDEWALK IS' IN TENDED AS PORTION Of DRIVEWAY.SHALL NAV OT4. 6" X 6" 10 GA MESH REQUIRE[ FAR COMMERCIAL DRr r/EWAYS ONLY. O OTHERWISE SIDEWALK, E A MINIMUM THICKNESS OF 4 INCHES 13 U . DRAIN BlOCKOUTS• RJ CURBS SHALL 3E EXTENDED TO BACK OF SIDEWALK WITH 3" ZZ DIAMETER PLASTIC PIPE AT 2% SLOPE, CONIPACTION JOINT 10 RI PLACED OVCR I'lPf 0 POST SUPPORT DETAIL til F5 U APpow0m r" N to AOtA M P. w NAIII CONCRETE .,, ��,,,,,�„ -AGUSTIN P. OUENAS— STANDARD NO NO scALE BOLLARQ_QETAIL Q �+wi�a�•1 mea _ an i owG. N0. 1311D►•WA rw O1"°"�•n' OMN,i. NO NTS � c"v A 1II1 kfm AA b�91Y-:: � ,.+�`! SIDEWALK 1 2 OAWN "z 01112 ORION ; _ MAM; D R I Y E WAY 142 � � � Q wrwrr►awl• IQ}Y ' --• aP•ow►ax m TACK ALL EXPOSED MATERIAL 100' I w PATCH AC TO GREATER OF 3" Wr + 12" OR EXISTING ---- ----- ----- —- LEGEND MIN. W ' ---- 7 THICKNESS — g.. E�.. I - mu 1ma O I C3 \ --- --- �- EXIS-PING AC (,� TRAFFIC SIGN NOW AV _ SAWCUT 100' CONSTRUCTION ZONE MIN. �C7- �r � � ( _._.. - T _ • TRAFFIC CONES OR �� rI O I APPROPRIATE DELINEATION � �'° ?A 100, - — 1 DEVICE. � / r �' O O O O � n � MIN. I I C V 0 0 Doo 00Oo 0 0 o O 0 00 p o o o 0 0 0 0 0 0 O� p L FLAr-c R 0 op o° o0�' poU� o 08°°0 J, o00o80 oo° Obi ° �, ' < I T Q ��-Q 000 -0G O �n 00 o c00 O O MIN. z W _ •- 50' MIN MONUMENT CASE & COVER z 0'> Y$ o'�1,0�00 z° —1 I w O 0� OLO 0 0 0p OU 1. TRAFFIC CONTROL PLANS REQUIRED. t2'_� w z (� (p -Q 00 O O O�Qv 411N. 1 _.________ cr U NOTES: o O 0 0 o� O am c� 2. TRAFFIC SIGNS TO 8E 48" X 48" • �T, n 4 - - a- 0 - U O o 3/4" - O BI-ACK ON ORANGE. I N _( -L EXISTING p 0 t� / CRUSHED ROCK 100 BASE ROCK— 0 0 00 OO O O A • MIN. 1. MONUMENT 90XES TO BE CAST IRON ;1Ft U00 00 000 3. NO COLLLCTOR STREET LANE OR I •. I u LOCAL STREET CLOSURES DURING Fl_AGGER i ALLOY SUITABLE FOR HEAVEY TRAFFIC 000000 00 00 'HE FOLLOWING TIME PERIODS: C____J - I LOADING #1036 OR 10.)3 SUPPLIED BY: OpCT, OoO 000 OJpOoo 7:00 9:UO A.M. I 100' O0- pOOINLAND FOUNDRY CO. INC. 3:30 6:00 P.M. MIN. o Z 191 N. 39W, SPRlNGFlELO, OR 9'1417 � O IF'E�, 4. INSTALL IN ACCORDANCE WITH THE I (541) 747-917?. -- - ZONE 100' I '� v / "MANUAL ON UNIFORM TRAFFIC, CONTROL ( MIN. OR DEVICES FOR STREETS AND FdGHWAYS", �' 00 d' N0. M 1010 AND SUPPLIED BY: / U.S. DEPT. OF TRANSPORTATION, ( 0a a FHUA, 1988 EDITION. O °1•`"'� �' am BEDDING OLYMPIC FOUVDARY 5. ACTUAL SIGN PLACEMENT TO BE 100' r•� SEATTLE, WASHINGTON _. ADJUSTED IN FIELD. I 'AIN. z N � L BY ALTFRNATIVE TY, ES MUST BE ENGINEERINGDEPT. � � 4 6 . THE CITY RESERVES THE RIGHT TO ADD TO O � � i t OR MODIFY TRAFFIC, iOL REQUIREMENTS � € TO INSTALLA?',ON AND MUST CONFORM NOTE: AS MAY NE NECESSARY TO EFFECTIVELY t - U cr� CONTROL TRAFFIC AND TO ENSURE PUBLIC TO THE FOLLOWING MINIMUM DIMENSIONS: 1. TEE CUT TO BE DONE AFTER EXCAVAIIGN AND BACKFILL OF TRENCH. u O 3. APPROVED FOR ALL S IREET CLASSIF1CAlit?NS 2. SEE STD. DRAWING NO. 280 FOR BEDDING, PIPE ZONE, AND TRENCH BACKFILL SAFETY. � m 7. NO LANE CLOSURES WITHIN 200 FEET OF Ej A TRAFFIC SIGNAL WITHOUT PRIOR CITY fll► O 4. MONUMENT r0 BE NO DEEPER THAN G" RFI OWAPPROVAL. r� F-I!ASH GRAnF r Z Zc NO SCALE I—QUI—!1yf E '!'.LT u L T A�L� - we111,N c�r NO SCALE � C' I U 1MM1 L�A1111/fIT _.�/ __r+ _D"�11A1t _ -J 1."is IV"OLft an w�- - MONUMENT ow NO. DRAWING NO. 215v � cNw+r�LTawo OFPAIITT�/]IT —" i�"A-S TYPICAL TRAFFIC o,o. NO Q4 � i 1z ,� las se wa1 e�wti. Q"'•"'Q" �- W t `' imill '"'N' `•"" BOX 1 7 O A .,r _ wAftcl♦ Ine CONTROL PLAN 190 ro a"� �!1A.d"""ie+ -��i +>r� —� 1m� — .r.•o4raw1A ISniTlla Ktl irih) w 1'I \12004-00005% 005% 1 LEOIBILrry STRIP y m m 2 i� -� LL <.' % 3 24 25 26 27 28 29 3v . I gmlr-m 9 n t t 6 �� to ?_ �'`.'"w''�1,1?f ""'°°*-mom•.. .-.. $I I,1 OI (� hONI a ;Ot •M� I ( ►IIlMM6#+S�t +•�4YM� � �+ M��,�,LM� �I 41.I.�A �� '� 4Mw(t4i4 1 tI 1,LL��( C)Z � I r r J-fit , � .' ... .. .. - -.. -._. .....a ... . .... . ....:..... r' - .. ..._:' ':'^}'T!^.!TY_!A'F9•h^+• .. -.::-4*fwR4.'y�P -. pow .. t oil" oil Illowl"m W7 7-T i . f e'� y w t { i t y i > 0 24" -- - = U -.-- - 10' MIN. ------- �►t cn 6" CLASS "C AC -- jK - 3" CLASS "C AC -9'48 p ON 8" OF 3/4"-0 p: ' \ _ .,.-- 2% SCOPE TO STREAM Q, COLD JT. - C) `L 00 0 opo ,p0 0�,0 04-1 S/w 5 - -1 2" c1 o n. — - - - ' , 4 - - COMPAC f & .;fERILIc E SUBGRADE. 1\ 10" 1/2- 6r U --�-- I I - FABRICY- - -- MAINTENANCE ACCESS CLASS 'B q v CONC. n I cn Qq i a f o u r � �J o CURT, SHOWN ON STREET PLAN NOTE: FACE OF = O -�------ - 5' MIN. - --�' 7" FROM BACK OF CURB SECTION � �, � �� M I 2 1/3- A.C. - 4" OF P.C.C. ON 4 OF 3/4"-0LAI 1. CONCRETE TO HAVE A BREAKING r-TRk NGTH OF' 3000 P.S.I. AFTER 28 DAYS. G' % LAJ 2% SLOPE TO STREET '-- 2. EXPANSION JOINTS: x TO BE PROVIDED: W �*rr- _ " •. , ,� 0 Op 0 :Fri rr,L1 1) AT EACH POINT OF TNNGENCY OF THE CURD. 0 o 0 -- 2) AT EACH COLD JOINT. m ril I= LL 3) AT EACH SIDE OF INLET STRUCTURES. 4" A.C. 4) AT EACH END OF DRIVEWAYS. FABRIC 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. PEDESTRIAN PATH OR BIKEWAYB. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, HATH A THICKNESS OF 112 INCH J 3. CONTRACTION JOINTS: NOTES: A. SPACING TO BE NOT MORE THAN 15 FEET. a Q 1. CONCRETE SHALL BE 3000 P,S.I. AT 28 DAYS, 6 SAC MIX, SLUMP RANGE OF 1 1/2" B. THE DEPTH OF THE. JOINT SHALI BE AT LEAST 1 1/2 INCHES. coQ 4. BASE ROCK 2"-^ OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO LL 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 5 FEET APART SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH, WHICHEVER IS GREATER. U EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. ` n 5. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE. L.. 3. FABRIC 1�j BE A WOVEN GEOTEX TILE (AMOCO 2006) OR APPROVED EQUAL. A. 3" I.D. PLASTIC PIPE 'MTH ('JUPLING. Z C) 4. COMPACT AND STERILISE SUBGRADE_ 8. DRAINAGE ACCESS 'HROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 0 ? SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. �W O C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' -� -------- ,,Pft „ ---------- AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. � c � In 12 AOMN P. DUENAS NO SCALE / y W/ � Q 1, OEP EL%ft � MAINTENANCE ACCESS 4 nwG. N0. r, Q o ra%wa .7 MOUNTABLE _(",URB DETAIL �_ Z am".7 ;,,,,,,GN „� PEDESTRIAN/BIKE PATH 166 NTS — ~ Q arc cr *gym "� �'�' ,r.O., DAN — (FOR PRIVAT—_ ROADS) _ z ` m DRAINAGE BLOCKOUT SCHEDULE 40 3" I.J. Y 3/4- R 6-� EDGE 1" -6"- PIPE W/COUPLING w -- _ 1" BATTER _ - m ROAD 1" g I" R + 11 6" # __ DRAINAGE BLOCKOUT _ - -d-- 5 •-� _ r 3" I.D. PLASTIC 12" ----z_ PIPE W/CCIUPLING 6" - -z -• " 4 MAX. A • . A I 0 0 0 O O . +(, . . . 0 0 0 BASE COURSE --- N o °0 a a ° - -- 24"---- eJ 40 O 0 0 Q 0 0 NOTE: FACE OF CURB SHOWN ON STREET PLAN 0.5' FROM BACK OF CURB SECTION o W O �0 Q n • n 2 `? H. J o N I z U I I 1. FOR USE ALONG MEDIANS GUTTERS MAY BE REDUCED NTH PRIOR (r a g APPROVAL FROM THE CITY ENGINEER. �� 2. CONCRETE TO HAVE. A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 3. EXPANSION JOINTS: NOTES: A. TO BE PROVIDED: 1) AT EACH POINT OF TANGENCY OF THE CURB. I, TRAVERSE EXPANSION ,;DINTS TO HE PROVIDED AT EACH POINT OF TANGENCY 2) AT EACH COLD JOINT. a I OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THF SPACING 3) AT EACH SIDE OF INLET STRUCTURES. TO A MAXIMUM OF 20 FT. 4) AT EACH END OF DRIVEWAYS. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. n u� 2. TRAVERSE EXPANSION MATERIAL TO BE PRE--MOLDED NON-EXTRUDED MATERIAL Lo d. MATERIAL. TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, � `n c WITH A MINUMUM THICKNESS Or 1/2 WITH A THICKNESS OF 1/2 INCH, F 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 4 CONTRACTION JOINTS: a cqa WITH 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 DAYIS. B. 114 DEPTH OF 7r1E JOINT SHALL BE AT LEAST 1 1/2 INCHES 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN, OF 2 FEET 5. BASE ROCK, 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO i Q AND MAX. OF 3 FEET FROM PROPERTY LINES. SUBGRADE OF STREET STRUCTURE: OR 4" IN DEPTH, WHICHEVER IS GREATER. k S a 00 6. Z 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: - 0 c� O A. 3" i.D. PLASTIC PIPE_ NTH COUPLING. m ;+ R. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB � ►� m ml SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 0 -� p C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. _ � p T ;, NO SCALE NO SCALE I sANp OEIMTI�NT \ EteOPIQ]IRIG oFPMiN47�1 AOUSTMI P. OUENAS -- LO Z STANDARD CURS M. No. Ilas ."K' 116w CURB & GUTTER DWG. No, rn W o Irmri IMI Oo m aL 125 DAN lionlia R 7K(,� PLN12004-00005 R12004-00005 ' 1 f ♦ y. ... - + "�.: a - .. .. r r, ww+«�.. +w.anmmna-, z ,.-n .,, .. +�tt , '1 5 P.. _Mln_. yy <, .; _... n+^sari.4r^w,w . . ��: elnuw�' „v AAIY9yAlIMl�11*9lR .,. ., --" ,.. r: �sXen.:WRMN,+,�tygl�ay Mawr•-r„•. ,., .. . "G'!kFZS�I$gt?b.,a'iF�,."i!"' � .,«�uar,.,:r ... . . .. . . .. '... .f,'�S.. ,. ... .�IRJ°�I�' ,.. ..>,.,.�.. ....... ...:..�,::►;MrmsaWlwWwrwr+aaMi ,.. .. COmm111111l1I..!311ii11111�{111111111 fl}111 11111111I tlill I11�11 11111 t!! ilt1 �0 i1y11�II11 I lill 1 1111 I 2IL !!iI3!!il I III',i 4ti, X11 11t i6t�tt $I III112l�0�ni to2I 1UII I li2i2i!.ii 23 24 25 26 27 28 29 ?^6 1i Is , 1 1 I o1 e dilliddlillill hill q a Hank "00 - oz lowk C - r, r.. o � - O PLAN C N _ PROPERTY UNE OR = U UTIUTY EASEMENT-\ \ (n MECHANICAL INSIDE DROP SERVICE LATERAL PIPE' SECURE 2X4 IN PLACE \ [I g (OPTIONAL) rlT SIZE AS SPECIFIED AGAINST PLUG W BACKFILL. E nNo I / PLUG END TO PREVENT PLUG BLOWOFF at 7 SANITARY MAIN ENraTN \_- wRnoHr _ OR LATERAL - - - AS FdAY-9REDKLAL ALL sEQW TO MH WAu- ' wA JOIE NOTES: 1 Y Q r�L rAHos ss I 1. FOR NEW CONSTRUCTION AL1. SIDE SEWER AND 51DESTORM PIPELINE Ca (MIN Z- wlncl 46 DEG Ir.HO CONNECTIONS TO AND 10 MAINS SHALL BE WITH FACTORY v AHD 1/T IKX TS FABRICATED 'TEE' FITTINGS UNLESS OTHERWISE APPROVED. r-2X4 4 SPACING '�uRUuT to 2. PIPE MA TRIAL SHALL BE ONE (iF' THE FOLLOWING CENTERUNE A. PVC ASTM-3034 F SIM ALL PIPE SHALI. BE COLOR CODED. d / O GREEN FOR SANITARY SIDE SEWERS WHITE FOR STORM SIDE PIPEUNES B. CONCRETE ASTM C-14, CL---2 , 1 C. DUCTILE IRON CLASS--SO T + N HEIGHT: TOTAL LENGTH OF 2X4 AT END OF LATERAL MIN11 (n LOT#: AS SHOWN ON APPROVED SET OF PLANS 36" ✓�✓Z�o � MARKINGS TO FACE STREET `/ 4 121, HEIGHT OF GROUND -- MAGNETIC x Li MIN 7x4 COLOR CURE SURFACE SURFACE TAPE N 36" LOT/! (GREEN-SANITARY) (WHITE-STORM) % NOTES NOTF'i: --ALL MAN 04ou 4a' 1D" SECwxs 91w -PIFw -wU E11-T1NGS TO 11 •� OOHFt1RM TO THE REQUO03ENTS OF V. SAME 517E AS INFLOW ASTM C-47l! AND APPL)CANU PIPE TO MANHOLE GROUND I PROVISIONS OF T•TD MA01014 OMAHA Na OTO. —INP[ FITTINGS FOR DROP 1ARKM lLY 10 DE r# -MAJo11uM FRET ►ALL FOR 00" D" LABEL MAGNETIC TM'E WITH BLACK 1£TTUCING --- _ _._. �.__ O PIPE lb 2' FOR SANITARY A4' FOR DUCTILE IRON ANS A21.00-1 STORM: FROM FLOW 111E Of P1Pt A►MFA 0101) OR SANITARY: 'CAUTION SEMER BURIED BELOW' IN"T M TOP OF SMI PW ASTM 5SD 034 R 35 STORM: "CAU'ION STORM ORAIN BURIED BELOW' -Rt= DROP PIPE TD EX7M A PLACE 15' APJ% TOP OF PIT'E AND AGAINST 20, -- Z MtNN1" OF I' YEv011D5.1Q1F T � < PIPE �-`" PLUG co ,e" ~` ` INSIDE DROP DETAIL • ti ° -"� Z -- O z DRAWING NO. 080 $ •p 2 CU —------ — Li eo o •O0•:W°�°30 4 MINIMUM SLOPE FOR 3/4,--0 PIPE ZONE U 0Q0 •184 -4'' 8" PIPE - 0.010 MA1'ERAL AS SPECIFIED O O 09 0 •% 4" PIPE - 0,020 N � SUPPORT TEE WITH 0) c <t BEDDING GRAVEL, y / MINIMUM 2'CI" WIDE ELEVATION < � ca 9 z Q SERVICE Q DRAWING NO. 170 O w m I— - 2'-5 1/4' ----I LLJ cr Ld OUTLET PIPE ! 1 n I USE ENLARGER TO II I I CONNECT TO STORM _l�� IJ ._ MAIN LARGER THAN 6'. V-5 1/4' 1 - -DETAIL PER MAW N0. 16O I O I STANDARD CAST IRON NON.-SHRINK GROUT \� VER DRA4E AND WING NO. 60 - - --- �J t9 -SIANDARO MANHOLE LYNal STANDARD CAST !RON (;RATE _'_ GRADE RING ELM (2- THICK - RATED 15,000 LBS.) j .1 • , - •� ��l;• - 4' MIN. OR L1N(N EXTRA HEAVY DUTY CAST IRON GRATE (2-3/4' THICK - RATED F"SH GRADE--/ •' '• WJ 50,000 LBS.) 00TH OR APPROVCD EQUAL �- HINGE - 12 GA. STAINLESS STEEL, \ / f- 2 1/2 OPEN WITH 1/2' KNUCKLE WAIERTIGNT PIPE PLUG Z [) / 10' LONG WITH '/4 PIN (FASTEN WITH STOPS I_ 0 1/2' WITH 6 O 1/4' :iTN. STI_ EIMTS) DEPTH TO MA.Tr_1H ✓ f� c: GRATF DFP1N GRATE FRAMk 3 1/2'-4 1 -2' ��•,• PROVIDE 3/4--0 FOR A 4"i T_ �_... —_� -T- - 2"IAL gfJlNAllf� — �-- �Y,' MMIINMIUM,OF 6' AROUND 0 N Z 0 t CL 0 CL •'�. 144- ANGLES CKNESS MIN. 3- CENT. j1 OUTLET JFV • T`3 l 18 -T(TYP.) - N-0' MIN. / " ;.� ___ •'• r _+ SEE DETAIL "A" 3 16' t#Jwl;S TV -a_- v 1/4' PLATE (1`!P.) -- -- ---- __ _ Fri. -•�r�� : ,tit^ - ••••• �� SIDES AND BOTTOM _ ��_� 10 GA. SWT. OU11 ET cv 1 --- `'�-• METAL (TYP.) 1 JDIAM. -f r r \ 11Tt--6. i k to to o ! 1/2' S ( YP. (gyp �- I.E. ON PLANS 3 16 Ilgd ENCAW ( �_ OF CATCH BASIN) DERAIL "A" 3/4'- BO E� 4 3 '-0 CL EANOUT FOR PLASTIC, PIPE / I v N U) �" 1ifk>�BAL L'lQI�4:. kI11MNOTE: CQN(LIEIE ENCASE ENTIRE NILE SECTION AND 45• BEND E (X>!1(XLETE PIPE �< 1. BASK !'J1A11E: t B :( 000$l,Y WELDED, AND BUTTON SHALL cr EE 9U1T WELDED (1R MEMBERS MAY BE OVERSIZED AND E1LLET MIC.,VTD, 00 Lj_ T 2. ALPHAI.T COAT OR GALVANIZE AIL SURFACF_P OF CATCH BA"N Ah') T O CLEAN OUT O 3. BREAK SHARP CORN.'RS 1FT'ER WELDINCS. ^ N 4. APPROVED DRAINAGE AREA (! ARE FEET) STANDARD CLEANOUT Chi J -- 6" OUTLET PIPE (10.000 S.F.) Q 8* OUTLET PIIPE 21,!100 S. 5- AN" SUBSTIYU11I N RE ST OF CATCH BASIN DRAWING NO. 150n z � U (p +J JACCOMPANIFD BY 4 PROFESSIONAL INIONEEP).CALCULATIONS (STAMPED BY AN OREGON REGISTERED LLJ0 PRI VA 1��_'►VChl CATCH BA51N Q (A NOT TO SCALE Z Iit11111T1 I<U /ISbJ v J 00 m Q_ I'I.M 2004-00005 14 of 2 5 . �,�,,��.. ,._. .,.__..._.._. ._. _._.. --....i,,,"�- .. - ... .. -......-_.._ _,...._ ..-._....-._..-__..�—.... -_ - .. ... _._..-.. _..-._ -. � ..N.-..+.uwrs.w-,.,.....w-...-+•.,,.. ... ..+r,e�rr•,mwva- .:.. :,x i-.n a.•ir.l,,:. •.yfwu.•R7-.,r.. -..,.. .... � �, � .. .. .. ,. . .� �-:`� i , ..; _:...MYiWrc. F+•laar-rDi.r. .,ry,=<.7 :.,F. .;.t.w., _,, ' p ,�,� .II illii I,; f.�� •,_ I� il,i, I.lii,�l..,i.i , .ail: i i! (11l ILII 1111 Ilfl II I!;iiiiii�illlllll 1 +IIS „ � I ii� '.i i �i ",v"iL'a+E4G�ucz�e¢is.w, vla,.;. ..._..:.' sa�w�,.:. . :-•..:. ;. LEGIBILITY STRIP � � � I � � � I �II I�I IIIIII� II I��II lt�iiil� III�IIiI it III I,III�- !IIIU1�lillllitl!III�IIIIIIIII IIII�IIII�IIII�IIII�IIII�Iifi�I111�1ii1�1111I111! 1Omm.1cm 1 2 36 10 I 112 13 14 15 1.1 18 19 2Cl 21 22 23 9 g5 98 91 28 29 30 al 1 i GWI HONI 941UL� N 1-14dild A i1J li� Lll14� 14��d l� I �_ 1 ! I Yoe 1 6 { ' 1. A".1 � A w• 1 r , NOTES: ----•--•--- �l - p ---� l� AU. PRECAST MANHOLE SECTIONS SHADO _ CONFORM TO THE REQUIREMENTS ONE TWO RECESSED SEVEN NO. 3 BARS - N OF ASTM C-478 AND APPLJCABL.E PROVISIONS OF STANDARD NO. 5 NO. 3 -AREA AT 5" U.C. = d - '� N DPAVNNG N0. 010. ---' BAR,, B U BARS 3/4' SQUARE ENCAPSULAIEU A A 6 JE31 o VARIES TU MATCHRUBBER GASKET' r- / J[] .'. CURB TYPE-\all14 PVC Ol1 O 4. 00 a a ct c PVC d .. 1 . p. ► . 1 1/2" NO. 5 BAR INTERCEPTOR � �`•.� � � • ' ► . . -- PIPE SLOPE SANDED PIPE I'--� --� - NORMAL SLOPE ` ; ' 1 r B Of PAVEMENT--\ o BELT.. FITTING �� SECTION B-••8 _-��-�--� -� - PIAN I : _ I 0 6 � �- A--Lam:,"' Gni t n OD FVC SANDED BELL PiN� ;�,) ��, • 4 c U S�CT10N JAA o 00 ,d'0 A U O 0 0 ° a° 0---i _ j ' -- a '•'� _ --- `' I h 0 0 o fJ ��' 4'It o o ° 0 0 0� ° 0 8 NO TES: -I I 'a / OPTION: CONST. JOINT- M 5' ° O o 0 0 00 0 1.1 f4' ALLEN HEAD BOLTS I - - - - •.4 -1/3 OF SURFACE AREA riC + U N O O O ° 0 0 KORNHAND 0 0 0 0 0 ° o , '�` 1 LONG RECESSED. '► b . ' . ,-?j �i a v) gg Q c� ' MIN. G� � 9'/ w STAINLESS INTERNAL ► / �� ° O a" 'j,"t4 cRl� 2 ALL PfR11ANANT QEANOl115 / . I � 4 " `� � �b NO. 3 BARS d - 1 1 2 0� d STEEL BAND 0 oo u 0 0 0 0009 0 0°0 00 (y UO TO HAVE BOLT DOWN COVER. YC !MATERIAL >IIALL BE GRAY cV w NON-SHRINKING GROUT CONSTRUCT CHANNEL CASEMtON, ASIY A 44 IU.ASS 30. b. FCR CONCRETE PIPE AND SHELF IN FIELL} INTERCEPT N SEE HOOK :d ' ' .• - PIPE _ BAR DETAIL------- 4 12' MINIMUM OF 3/4'-0' NO. 3 \ COMPACIII) BASE RC•C3( NAR • . '.Q �'Q ' FLEXIBLE _- - DETAIL I i. A S. `• : 1v11N. 1 1/2" CONNECTOR - N O bL KORNSEAL BOOT T /F ; 4 , CLEANOU FR��1D FR z C� DRAWING NO. 160 ! !. ♦ ' ` . ' .�: 'd Y d co Q FIRECA��T CONCRETE MANHOLE BASE , , .P DRAWING. NO. 020 •' • � � � 0O HOOK BAR Z U a N SECTION B -B O c� DETAIL o LOCATE FRAME AND COVER GUTTER TER & CURB INLET In OVER LEDGE OF AT LEAST Q 12" IN WIDTH \ CATCH BASIN (CG-2� Q o �� ? -.�\ DRAWING N0.226 O 7 Q F Q o m A r� .p'..; �. ... w STANDARD FRAME AND COVER OR t .., 111,� wti;R'1G¢iT FRAME AND lX1VER 5fE - ;• ,.,° I w 4 .d STI, ORAWC lin 110'-SA/51 OR 40. 120 ' _.___J Q MAXIMLIoW 27' FROM SET FRAMI: IN NON-SHRINK, i. TCW OF' FIRST STEP• GROUT 9 SEE STANDARD DRAWIN+�NO. 25 ' •~ TO TOP nF CASTING ;-: d , ►. ..a. d . . .o. . O FOR FRAME AND COVE �• ►.•••'.•L��'. •.V. . I.'.'' '• NOTES: - -- •:• GRADE RIN':,S (2",4",OR 8") 1.ALL PRECAST MANHOLE SECTIONS SHALL CONFORM TO THE - AAMUM 12' •y N ----- --- REQUIREMENTS OF ASTM C'-4715. SET IN NON--SHRINK GROUT t tECESSEO CURB INLC TS --� 2.ALL POURED IN PI_ACF CONCRETE SHALT. HAVE A 28 DAY I STRENGTHOF 3000 PSI. AND `2.UMF' OF 2' TO 4'. STANDARD ECCENTRIC J PI-AN VIEW CONCRETE TO BE REINFORCED F 3.ALL JOINTS SHALL HE SEA1,A) WITH PERFORMED GASKETS N 3' C'ONk. �_Y B INS ALLED IN / �" AC�,ORDANUE W1TN 1 SUOA AS KENT-SEAL NO. RAM NECK, OR AN APPROVED EQUAL CONFORMING TO FEDERAL SPEanCAT10N SS--S0021O. - CURB DRANRNG NO. 22� 4.AIJ- PIPE CONNECTIONS TO MANHOLE SHALL, BE WATER TI(IIT. _- - `- TOP OF \ 5.PIPE CONNECTIONS OF 24' RQ GREATER SHALL. REQUIRE A - PAVEMENT c MANHOLE AND CHANNEL DETAIL. -- s - • :~•.-_v•'' '• Q • - \ A; _J 6.PIPE (-("ECTIOS OF FOUR OR M(WE MAINLINES SHALL ,• _ - - s-t-- -�1-�--� _ ~ w REQUt111 A MANH(X.E CCN.14F:C11()N AND (;IIA"tifL UE TAIL. MANHOLE STEPS SEE - STD DRAWING NO. 100 -.1- - ` - , U. L ? PROME A MINIMUM Of e" OF INTACT (UNDISTURBLLI) i MANHOLE SECTION A 1 C In 7 MANHOLE. WALL BETWEEN PIPE: IRREAKO<J1S Ari MEASURED ` (VARIANLE 1'-•4') - WEEP 0 cr THE MANHOLE. Q ON THE INSIDE FACE OF ., .. .a ; .� HOLES - � � � �• -� VI 8.94FAKOUT OF 'WALL FRCS PIPE SHALL BE 2- MINIMUM AND U d 4" MAXlMIIM (�EAR OF PIPE WAIL ' • r /- . y 1 NAY w ! i MI TTD TO MAXIMUM INTERIOR DROP OF 2 t` gTHIS DETAIL. U •' FOR SANITARY CONNECTION AND 48" FOR -,TnRM CONNECTION. [> 10.WATERTIOHT /TAMPER PROOF MANHOLE FRAMI AND � 1 1 r` .'� � ' ! t)'FOR P0IAIED N PlJ10E 1 COVER SHALI BE USED IN AU.. EASE.TdENT AND C _ OFF STREET AREAS. �• a S' INTH FtlRECASTNfNT FABRICATED "TEF . '^ .' OR PRECAST �, v �.' - - --- A.• ' .1 1 Q 12' C-900 OUT 1 I i ' A V• co " 4 MINIMIAH Y LEDGE I.E. - 145.22 i 12 STORM DFWk w�• ► • . s i D • . O 12' MAKIMUM _ (ONE REQUIRED) . _ _20' - 27' Vul �-IE: 145.32 1"/'FT. SLOPE 1" MIN, FROM TOP of PPE -OUTI t --- - SECTION A -A SECTION B-B t� v FOR COh.CRETE PIPE-\ ► •► PIPE TO MANHOLE 8' � o SECTION 18• -- - eF 9 _ P a I IE: 144.55 NOTES: Q / FABRICATED "TEE"--•- 3l5` SUMP � O ro . 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 c N REMOVABLE -- - I - -� SOLID PLATE J 2. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO ROWUNE OF PIPE IS .• : _ GREATER THAN 48'. SEE SEE). DRAWING NO 100. SET FIRST STEP 1. "WN TIP OF GRATE. q 12' CIF 3/4'--.0 COMPACTED00 Q MIMMil11�,CONCRETE - , N 1 ". 3. INSTALL STRUCTURE ON MINIMUM OF © OF 3/4" 0' COMPACTED BASE MATERIAL t C� BASE MATERIAL `- �" T •.. , �. - O REMOVABLE WATERTIGHT CAP u, .•�-,�-�.-- 1 L'�'�`---°-d 4. REINFORCEMENT ''OR PRECAST CATCH BASIN SHALL BF REBAR MEETING ASTM • �' ' 8' MINIM �,rt A-•615 GRADE 60 OR WELDED WARE MEETING AS11M A-497.Y. Lu " « t 5. ALL POURED IN PLAT CONCRETE SHALL HAVE. A 28 DAY STRENGTH OF 3000 PSI o AND A SUMP OF 2' M 4'. j ro 6. CHANNEL REQUIRED IN FLOW THROUGH APPLJCAT.ONS, AS APROVCD. ALL OTHER Lj STAN.Q:9 D MANHOLE POLLUTION CONTROL APFUCATIONS REOURE ,S' SUMP ►-OW LOWEST PIPE INVERT. v 3 DRAWING N0. 010 ... (+7 Q= GUTTER & CURB (CG-2) �; w q MH DETAIL TMH#A2) INLET CATCH BASIN W a - ro A'�� D R A.WI N G NO. 2.2 5 Bonita Kcl 7K(�5 00 m � NTS 1'1,M 2004-00005 n 15 1)1.25 j 1�p -.-_.m.....-+...:._..- »._...... _._......._..-...._..__.+e....«._w_.•..«.....---..«_...-.... ..�-.......�.._...r.-__._.._...-. _._-....._.�_...-.�-.-... ....-._._-._... .. ., a,. ,-... ._«••ws.Yn/lt.A+w.,.-.-..._..-._..,.-._. .. _ .... .,-_..-.-..._...a«+.•-......-rs.nwwar.nMw.. - 1M'flR11R1��}�9�; :..•Y.gwl!.'�...,.. ...-..«_..._.....+++.Yst+. Kmm...--_--- ...... -._._-.__....-..r-:..-.__.-__-_.-_..__..-_..-.._..�..- _._..._.-_-__.`.._._.�_._....r..... _^+.T`•�.11lSF.':-_ -.-r....+.e---. --�^^..i:t.... .. .. . .,..... r I I, IIII;�II11 ILII illl!li!1 ;!!I III! till III III lllf fll ILII IIIIIIII ILII III illl f I! ILII I t1 I tlll ! I 1 Iy c: - LEGIBILITY STRIP "m I � I � I � � � ( I ( � ( I � II it I I � IL�Itil�ll Illl:ti,l liillll IIIIIIIII 111111111 III I t 1 I i II:I.!!ulillr ?ttil!!II�IIIi�III!!' I!!I II I � ltl!Ii I t OmO.I c„ 3 a g g 10 I 2 !.. i n Ile I7 Ile ;h 20 21 2? 2'a ?.a 25 26 27 2r3 29 30 1 E I I I 01 4 NON' �� ,�� ,iJ� 11.> �,1,� IlwtwiLuiwLa,Lw6lJ,l�iI � I Dir 1 � a - i ` t�r$t • • •• ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • G �^J i U N n v: vi X—i i' PRECAST GENERAL NOTES t' , _ C) STORMF ILTER` DATA 1.) S1ORMFTL.TER 81 STOFWWA,ER MANAUEMENI, POR/LAND, ORf.0ON (503-244-.3303). - ULM_ M1IILf1mwA ~r 2.) ALL STORMFILTERS REUUMRE REGULAR MAINTENANCE. RLP1 F TO OPERATION AND PEIX °+• __...__.___-._.___.. _. �=-- = S }� iQQ MAINTENANCE L•V,DEL►IES FOR Df TAILS. RETURN 1' NW Of PtiAK FLUYF • _ 9(10R OPENING OIIKCHON: (FACWG y -�'-CARTRDOtS IK�UlIIDOW047WLAM _ KE FIGURE ANDW) cl \ W z 3.) PRECAST UONCRETE VAUI I TO BE (XSISTRUCTFD IN ACCOROAH1ML: (X TH ASTM NIt� km ED EXAMPLE: '2 10 1' INA 1 IU 2.' 1.) INLLT AND OUTLET PIPING TO Bt %'ECIFIED BY UNGINEE.R ANS` Pk;NVIDED BY f)ONTRACTOR. �M/ 2�J fin YATILIMLRp -- -A_-- ------ifw% ----.--.-_- -. - _ �_.___------ -_---- ----- -- J.) ANTI--FLOATATION BALIAST TO OE SPE(3FII.D BY ENGINEER BALL*S1 TO BE SET ALLWG p"_T in#1_ 1N. C-�fW �' 1A000t - Yfb ENTIRE LENGTH Of BOTH SFDF_S Of VAULT. BALLAST MATERIALS TO BL' PROVIOW MILT Few - A4T1-FLOATATION ULLAtiT IIIIOIH IIOGI(T --`-- — -- O BY CONTRACTOR. 1421 C 00p a- ( N/A M NOT IRL'gUIIKA) - I Lv d.) PRECAST S't10RIAF1i.TER EOlhr'PED WITH KNOCKOUTS AT ALT. MILET/OUTLFI IODATIONS. NOTEY/iNr[CIAL IIOpURfNE.N,3: MI CORWO.S AVAILABLE WIZEN SK CIFlED. _. �---_ -_ . _._.___--.—�_.-.—.M_ -- -- ♦ N Ir \HE-CAST %* CONICAL ►RE-CAsT CONICAL_ 7.) OETAI; REFLECTS OEWN INTENT ONLY. ACTUAL VAULT ONAIDt"S AND CONF'N7URATION U -.�`-- .-� -- - --- 1 �' N HOU S (2) SAKIIAKY 14OLES 10) STOIM COVER ONLY COVEN ONLY MALL IN Si10MN a1 THE FROpUC/10N STROP DRAWING. _- \� LJ KNOCKOUT CL Lai r \` 0 0 0 MI AST (SEE NOTE 5) OR AL TFRNATETE) A _ INUT PIPE (SEE NOTE 0) M•64 a 1 0 0 . .ff IS _--_- 0 J PRECAST 4 O Q _ (..' (:ONCRETE4 4d- i / VAULT -' a -' '---- _ A ~�^-� e w POM PLAT BAIR _ o o M `' SECTION A—A cr. 10 INLET 0 U A i .\•----t3A� 1'-10 A r• r Z• x x I Z 1;4 i•- co ------' LAn a SANITARY STORM __ _.-_ OUTLET �GARTRIDOE ,, ,, ,• rIL. f j 3/r• x 7 1/2• n.nr OARS - Z 1t--3/4" _ OUTLET PIPE_ SAY 4 INLET PIPE I \ ® At + r/M' a• (ZNT►11 I O (SEE NOTE 4) - ? (SEE NOTE 4) � C7 r W ~ fy__ V l0 22 2XV V) 1 j" • _� � o `�J"�"•�' (nc»s•ABs Q. d RO1rNn Q L] .„ a F Q 6'x12' PRECAST STORMFILTER�— PLAN VIEW SCALE: N.T.S � 3-3'X3' DtAAAONO P,ATF Oil CO !)GOBS-• �A VJ --_.___— ___- +•11 TRAF'FTG BEARING LI(1 a/e• x 2• FLAT rYw,:AI non+ Prins I W ---------_ "" �_ FLAN Q1TFR DABS ANO - "ABs PACU rrn PAny WrONO SECTION B--8 __._. INNER OAR ,VLADDER IvoTT s Fl-c"w SPREADER 1. SUBURBAN I`TVE NOT FOR USE IN TRAFnC AREAS OF COI LECTOR ANO ARTERIAL STV+ f S (TYP) - 2. COVER AND FRAME SHALL BE GRAY CAST fRON ASTM /,-40 C'.ASS 30. • CARMI GE FRA CARTRIDGE �'�'�) FRAME. AND ORATE 10 9r: NEW STRUCTURAL ASTM A-36 FIAT OAR STEEL. ()Ii APF'RU�/Li EQUAL 3 COVFR AND FRAM11 TO K MACIANFI) TO A TRITE ®FARING AI.L AROUND. _ tD01TIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. 4. NOTCH LIU F(.R 41F TING NOOK. '3\ MIN —•� __— _ ,__ �- AND STANDARD �--------------�.------ •� _._ CATCH BASIN '� ' FRAME AND GRATE `L—G 2) CleanWWarter Services IMANHOLE ERAME AND COVER C3=wkr Services _ 1 I 1 �.. I)RAWING NO 110 -SA/%T REVISED 02-1', Oa••1•mitnomf if•1••r. M►•crfsft�e•I i♦ele•r l_ DRAWING NO. 25`_i -_—_ REviSFrJ 0? ';ti __. z C) . e • w dL 0 PIPE MrWIFOLD (TEP) s -•-- B*nF- WALL (TYF) V) ENERvv DI5SIPATO►4 - - _._ ___._-_._-- .---...__..-- NOTE: ALL MANHOLE FRAME AND COVERS SHALT_ BE STANDARD. SUBURBAN STYLE WALL. NOT BE ALLOWED. "' '"�"" Tm Ste `='�'°'�" 6'x 12' PRECAST STORMFILTER — SECTION A—A A—A O.tll FA�IFT Pro. a,aln\Inw, SCALE: N.T.S AM I>rellw� VA. ALIS ► F�!liN1Y F�lOaO ANALLY ••r1- w�s�MR Q�MA__ t „�„ ,,,,,,,„�,,,__.- ,,,•,L..e VX 17.' PRECAST' STORb1 FII TER P PLAN AND SERTI�N VIEW in --------• STANDARD DETAIL � STORM WA TER i00 - � � N A N A G F M E T I N yFu , p� wr Fom ---- i "J el00 �. T ~ o 0 ►� •q� � v a 'r W r z aJ m a. m ti1)IVIR KV /Mho Ih of�i514-(►(►1►(r5 .. �p'A+....,...�,.,.,. P°'«Y.,..r.. ..•.•,�•+..e.M,l.\,. .,,r..I,,,,,........-..,.._,...... a►w ......,,.._.._.-.. ...-.. ___.-.... _.. .,.. ., _ _... . _ , ., .._ ..,.*.._ ...., .-........, ..,....,,,,,„,."• ., .. ,.. . .:' ., r'I '�A11!IIYIH":1"'R"."1'.' r'"�A�M••..: ...�... �.. ..«x»,» pl,•w••.. ..fir+,-u,. .. .r...y:..._ -. ..:.;.:, .:,i,�•ti1he;ilMrr.'.:. thti;F..a:a4rN1NIi' Fi.Ybl� ilFik-,wA: .iNdpeNi'Ilkt �EI �bY.'i /IS\11�4YLI(;C� • `� {IIt�Irll III! NII fill Ill ILII 111{ IIIA III 1111 Ifit I:II {lii'!I, IU 11 L lfli 114 PINI III I{I:I I lu � �,' I S1fA7 > '1' ? win I I I I I ! I I I I I i ! I i I , I I r � '' •r I � � � I I I II I .IU Ail) I li ANI I I! .,11111! ,I,I INE 1411 tllifl�IIIINII 1111 III ;Illll,r Ili , `�IIII{�i! • n f., 25 �.7 2L� 29 IOU 30 r' 2 ?4 a I Iti ►aM 8a . 3 ` Lkw"4)hlTT41q}'tll'.. } II4N:: , .R`. s • •• •• ••• •• • • •• ••• ••• • • • • ••• • TRACTTRAGI BOUNDARY TRACT TRACT 0 , P BOUNDARY BOUNDARY BOUNDARY TRACT TRACT al C'4J 7C UE _ BOUNDARY BOUNDARY C.� - ---- •--- --- 33.5' TRACT MOTH -_._.-__- --_.___ ___ 31.5' TRACT WIDTH ---_-_-. - 7.0' PUE _. ____ _______� 4.5' C.5' 5.0' 7.0' PUE 1 26 0' TRACT 1IDTIH 7.0' o 5.0 SOW14.0' -�- cn; 0 PUE a - Q.5' -_ _ ___ 14.0' - -- 14.0' -----___ --____ _ 14.0' --_.� "' S.0` ------- -- ---- - _------ 1.0' 0,5'� 12.0' -�- 12.0' -- X• I .OX 2.5x :'.5 1�MAX. ... SX ,, M.1, --�1 MAX. r __-----'_ _- __ X --_ _ 2.5% ..r, ?.SX 2_0% I _5_-�� 1«-� 2.0%_ I 1.57. 2.5% 5 1 ►�Ai 51 MAX « 5: Mi A -- _5 IAt►X �,,,,,,�.�,... - MqX ='--- .----- -----. - X• ,5"1 MA � ARB AND GUTTER CURB ANO GUTTER G11.�.� 9dL2 X17 MOUN 1 AG!E CURB ._ �S: 1 MqX. _ STANDARD CIJRB / - - i i� T T" 3 ��"_A�PHA,�T INSTALLS IN LIFTS/ - ---- --- MOUNTABLE. CURB � • - CLAS .S 1 AAF'MAI T IN�TA -IN TFT I (1-11r S 'CoC ON 2 CLASS 8 ) L �'AG D (1 - 1/2 (.LASS (, ON 2 CLASS B ) r _1 A -i• .: . SUBGRADE SUBGRADE ( �CL S5 C 0 2 CL SS ) ACTED 4" - A r E C;a 1_E BA C I ccREGAf�ASE 8'��0 AGGREGATE TE BASE . 13/4-1 !'�-3AGURL AGG A,AT�BASE . _• SUBGRADE - CA T T,�41 L S SECTION 1 CA T TA 1 L (S) SECTION 5 BROOKLINE AND DUNE CRASS SC4 NTS STA: 12+11.32 TO 12_+83.14 TIONS N TS STA: 10+00 TO 11 +06.34 ��T C _ TRACT TRACTcc •�, ,� �` BOUNDARY BOUNDARY 7.0' PUE TRACT TRACT TRACT 31.5 TRACT WIDTH -.- -._------_- TRACT BOUNDARY BOUNDARY BOUNDARY BOUNDARY - 26.0' TRACT WIDTH - SD7 7.0' 5.0' � I 2.5' ---------�-------_ 51.5' TRACT WIDTH 7.0 PUE 7.0' PUE � PUE _ - -- 14.0' --- ----- ----- _-_ -- ------- __ 14.0' S:l ,1 ___ _ -- ----- 0.5I 3.0 Ct 0.5' ---) �' 5.0' 5.0 - __ ----- 12.0'------ 1.0_ � MqX •1 MAS•' •`�1 'SAX -- '--- SD WK �►'� - 12.0' -------- --- 2•--OR 2•��' �•5X �.�► � 14.0� 14.0 �-y - I 0 i MqX 5:1 MAX. 5.1 MAX• 5- 1 MAX i o pl , .till , i, a, 2.5z 2.OX f_. _�-�' 2.0% Q GSI$B ANDI j `� I r CURB AND GUTTER '` i�'��',�•-- _ '�"' co J 1 1/2 ►�&. \ LA�_ARD Q R I 5:7 MAX. `- 5•.1 I�AAXAX 2.5% 5,1 MAS a INSTALLED IN 2 i I 1 i I ^--''� Q (1-1/2CLASS l ON 2 CLASS B ) ,�� / _ �-�_ `Q_ a SUBGRADE I1 T_[PML"D IN 2 �F CURB AND GUTTER M NTA R '; 1. p, 1-1/2 CLASS C UN 2 CLASS e ) \ \---- �_ BLE l,U B 5: 1 MAX A GA ,t` ,• - A ,A A �Q1`IP IE12.. » A PHA T I T Ig T �`-MOUNTABLE CURB ( p 8___f_'1/2--O AGGREGATE StJBCRADE (1-112- CLASS•x� S FJ c X two ccee2AT� - \_r.QMEAMD_. UBR0 O CA TTAIL S SE C ION' CA TTa1L (N) SEC TION 1-1/2--0 AGGREGATE BASE �v V) . NIS�, �-- r` ri o STA: 11 -06.34 TO 11 +38.68 f IGKLEWEED SECTION 0 a TRACT NTS TRACT TRACT - PRIVATE IUTILIIC A YD NTS 0 TRACT BCAINDARY BOUNDARY EASEMENT ,.., a BOUNDARY BOUNDARY CENTER OF 7.0' PUE - 26.0' TRACT WIDTH -- R/W CIRCLE 31,5' TRACT WIDTH .----•-- ._ ----7.0' _____,�._______ 7.0' PUE � PUE Tt 1,0' 5.0' -_; ----..__-.,_-__ 34.0' R/W ------ - __ • - I 2.5 1.0' I SOW 5.0 10.0 a SOW ---- 14.0` __-.. - 12.0 e 2.U' SDWK .-.._-.`. __.-- 14.0 _.,_._. ,� .__-._____ I M X 20.0' , 2.0% I 1 MSX S:1 AIA I 5y� 5' AMAX. 2.5;�G 7..5X 72.07L 5'.1�� --- 5: 1 X 5: 1 -- _ M1 `'AMAX2.0 I VARIf_S !; .►1 i - �-ST�INDAF?D CURB i i l 7 1?,0J'NTABLE STANDARD CURE! - .� CURB AND GUTTER / --- - 5. MAX. T �- �'1 ,URE' M_-� L'rte' !1Ll�.T I I��L]_6• - / T r l rl . (1 1,12 r•1 ASS C ON 2 CLASS B ) 1f �5HHA�.T I STA ¢ IN- 2 LIFTS ; » -� _ » . _GS?�dEA�I�t1_ ! ' _1 A�Ph1AltT IN Th �E C' IN 7 FTS SUBGRADE (1-1/2 CLASS C ON 2 CLASS E1 ) SUBS;ME TABLE / (1 -1/2» CLASS C5" ON 2" CLASS H rl O z Z 3� k Ag_0 A AG A TY«A� � `GGREACC•f�t€GAiE F3AEiATE BASE lTP ��1w�Y �SKTION� CURB _SU.�4BG � , � Z .L}"-0 AR-4�ATE ©AS C11v f 1-1 2 0 ..GGREGATE BASE V REINFORCED #lQ MESH. SEE DETAIL �- < _ W DRAWING NO. 142 SHEET C204. CATTAIL �S W�' T ER PARSLEY SEC TION WE•A VER WA Y TRA r-F1 C CIRCLE SECTION a Ln SFC TlON �3 ---- ARSL NTS NTS STA: 11 +38.68 TO 12+14.32 NTS TRACT TRACT BOUNDARY TRACT TRACT BOUNDARY BOUNDARY . BOUNDARY 1.0 P'JE - ---__---.__-- 31.5' TRACT WIU1N -----_------- -- - -: I ---------- --PUBLIC WATER EASEMENT --- 7.0' U_- � t - 5.0' 7.0 --------------__-. 22.0' TRACT WID-�N 7.0' � � 5.0 0.5 --- - I SU1Mi( I PUE 1.0' 1.0' PUE I �o M 10.0' 1_AIA r I 2 SX 2.0% `� Ax, = 2-_._... �5X 7 -M 2' MAY.. � t v 5--___-�_ __- 5 1 AX `� 1 MAX. � .._ cq .f - r MOUNTABLE CURB - - L � 5. 1 _ - - �,� RB AND GUTTER --�1 MAX NGIE �j h i aC_,. al T qF�1 _---- / - - ALL SIDEWALKS ADJACENT TO AA(XINTAHI.E CURETS sHal1 ETF 0• ►Nif > ^ N MOUNTABLE CUF9 °' (1 CIAC;S C ON 2 CLAS, B �WE 3 1Z` " ASPHALT INSTALLEDIN S SUBGRADIF r -1 �1 CLASS C CM1 2 CLASS a ) SUBGRADE z i 4 ATE BASE . � 8 1--1/2--0 A(�R .C;ATF SASE V) 41 CATTAIL S_SECTION 4 ALLEY SEC T1 Qr�1 �' 140 :r q t NTS STA: '12+14.32 TO 12+83,i 4 NTS Bonita Rd 7965 h1..M21x►a-CN>t>t15 17 cif,25 W NO •I . .i..v. ,., - - .. r ••. »..r.-. « • r. •- ,.•r«+.,++,.•. •.y„y:..-r++rr.....«... rr.+.. - .Y -r'.•M• n' r 1M i-M f ^••s„rr .. ... . ... • -, - ,.,4.,.- ,.'.., .,s ....w.w.a.w•..Yu rc'^will -- ""w.^'Y, e.- '1 - �+ ..'sar MMCn+x+r.cNF4.^ ..«mn+n+.nr..w ,.••+.YMI•MIwsTa•nMM.Y ,:�64e n. i�.tl '�,-,�:,� /�'�:.hJw1 **06 Hy o '"'b!•'•�"- I..VIler•••r•r .!•.eVN rr .,.. yp•Y'r''•. r« , -: , ', - ..MleV:,A s4 ,, ,:.. .. ...-; ;.A•.q„•'.y„ , , ,nF JY{;$A7. ...., :. � ,:h•b..W.•Id,. 1. � , . f,U ! , .., • .: I . I,I, a nu, i ,.,I ,, , ,. �� I � � I f I i I it-i IiiP"*•Ijill M J I I �� f 1 t 12 13 14 i 1 I? !® In 21, ?i 22 23 24 25 2(=• 2 h WA 1 � apl•t 7".� 111ty '�,s IpgY fl ! I • I I 4 gig .. fill RR;R ,0111 00 goo loll 61-11,11,11,1111w 04010 . - ., • .r ,r. 'nP 4,yf IWil I)Pif �' HUilt)IIJG BUILDING HUIL1)ING , `� ' J j' `� j t Q r5 0 ' 100 YEAR ��,� - - �? .. » :. , _ . 6J 11 rn - FL000 90UNOAR - -- -- i 45>WmImLu_ M. �� f ( T. U -� -- �.7 Z-:- -~-• _-•._1--..-tip./+-_11... .-____ .s I I I •• • - �_-._ 7T6�' •.F 6.00' 0 _ 13 46 I ! 24 i I I I 33 '�I �n X'N 4 I •_ I 1 14 I I 32 I u Q . vIA \ \ w 2 Ilt 12 4U y 15 23 S I 34 eI d- I ci 22.0'18 I I 3 11 �!, ACCESS PUBLIC_ '„ L -- --. _ _ - 8 35 1 I Ii \ \ I � K I I 1 � ` � ! � N C BUFFEti J l� --_ _ __ I -- --�10 21 ---F28- -129 +� t� * 1. kr- � + c� u; 9 18 7 I 25 28 27 28 28 30 I --•- 17 I . , 1 � � 1 / �� o `�.J ( In` Fj 9 4 39 I! 20 I I c 18 J7 -� / ,� 't \ � Lam-• - ---- B I - - --- - - I Com... % ♦ Ci 9N(1 LANOQ1_ �+ �u 8 % ��119 I i I I I I 2 38 Sp�i I �,� - - \ 0 I 4 21 10 1 I -; 4 9 I 1 `�\'�/ \` 49 I 4 I 39(,41 T �.. Q * / 13 - T �1NLCJION M] W " " 11 t 00 . 5 a C \ J4' --'-"1`►"• _ )- -- _1 r�- �' 11+00 r- �• - ' ' (Z _I( r- -- '- }--- i3.� r 8.- _ ' - • f , r 8" D.I. WITH \ •- -- -I=- �[ --`l=- --LL$� __ ;_ 37 ? } 0 4 W r� u 14h ► I JOINT RESTRAINT 1.8 ,, , fir' .a ..�` S 8 $$ Its- 2' ^ ass O� SSMHr1-1.2 - 1 '� RA SSMH 1-4 - I 0 Z 1 I ti I oe 41i .. I a. 8 44ca '�, IIS , . t. •,t��'CC' '`�t"`ttt�� I 1� ��W:aa,�. ------ -- - --- --• --� I PU LIC WATER + t I •T� � W .... \ \ .,, I � � } ' ' -- -�- 45 EA EMENT I � --IVLL VkUIt Q -I I; I f Bl• 1 /RS PH�ISF II 50 43 42 41 40 0- GARAGE w'1 05 AI�IF 1 ---------- uc', er 7 \ \ \ GARNAGI. DUMrS TI R �. Z , �� I - -- - - -- I f3t7�V1 TA f'IRS PNA..f \ w i r,;,,�� (I�,h , •,,4,�. c I c, � � I --- i I I �'7RA�SF��RIAER v \ I F 48 I I 1 / F.LFC RI!&P Q z \ , I_ (100, 51 - I W ( DUPLEX -C!1 V HISF'R '.�"' (q7 w • wU FRAME -- i TT , 47 O a LLdE�Ii�Ll1 \ \ y 48 l4L.'e- 10 z Z ROY' � _ I I Y K"X4"MECHAN .AL FIRE I DRAT) , \ I f I I (> 1 " , a W---•j r Q �. 1 _ I s JOINT RE(3U(;t�7 A!�SLa.,fLY \ \ _ w..._.__ \` �,.. .,/�� IAQ 100 PROP )SLD , I • / in" ft!(.. RUO, 110 X1011 ..,.-. .._ -. A r..7.. -. .rri�ww- ! �� ,�� OA __ j fir. ( �'J PUBLIC _«-14.1 _-I (1. REiTRA;PJ \ \ \.�' _ .. • r yr _ _• a --- _ _ - % h � � .,... I J ■�.■M (moi] WA 1 L F I - ! L.L. JvI N T S \ Q� .~- 1..�� .• -ice-- _l l_ _ 12• .._. ..._ .� )2'SO-- 1 . EASEMENT WM --kik" -+ { _ L /�` \ _• ..-. 11"x!(1- ;A5---+• __..�i til �� .�_ � -) w SS 14+00 13+00 •t � , ,.---•- 16.0 O 8.0 t - - S�VY ANI. \ \ . t- ---,...__ --__... _.- ._ . _- -� .. •I- -�I 1 I- 1 �/ ..�,-*''e°� .L� ^ _l_ _ �� •. Ce _. .... ul 2-4 CURB .. � ----•• SS _ SR _. g -_._._._.__ 815 A, .a I � !� • ��. � � n 4 MECHANICAL JOINT \ \ - -�"1" IRRIGATION METER GA'E VALVE SW FANNO SEK CRI E" 1� n l -��-- .- .:'x05_--•-a.._ ,• vi Irl, .. ...... __.t...____...,_.-.....-. . ... �_.._-..- ..__._.._..-.��_-_.^_,.�_ ., .-�a.••� «�...i__._. _..'�-.-�r:a rc-cs._. .- _-�..��-� � .ys �`t t't I ( " -! I .C� IUN#2 "'� rnNrttk IV WAI1 N T5 130NI I A rIRS PHASE. 'I� 9 1 . I 0000 p � c ---- - DIS... - PRIVATE WATER NATES .PUBLIC WATER NOTE. I 8 6'X8 RFOUCER - i (,tDNIJEGT TO EXISTING• WATER LINE AT I I LEGEND SIA: 11+42.25, 19.65 RT BONITA RD. 6" GATE 0 INSTALL. 34.3 LF OF 4' DIP. 00 INS'IALL 95.9 LF OF 2" DIP, W/ 8- X 8" CUT IN TEE BY CITY APPP.OVED V'.:� ---S�TRADDLE & 11E -----�- PROPOSED RIGHT OF WAY ►- CONTRACTOR. CONTRACTOR TO POT HOLE � O Q BACK GATE VkLVI- O3 INSTALL (3' X 4" REDUCER AND 4" GATE VALVE 21 INSTALL 4" X 2' SADDLE W/ 13.5 IF 2" O EXISTING MAINS, VERIFY FEASABIUTY - PROPOSED LOT LINE STA: 13+80.19, 23.4` LT CATTAIL (S), STA: 10+76.13, 8.0 LT f.AITAIL_ O BENDS AS NEEDED, AND VERIFY -_ X ---- X I TREE PROTECTION FENCING z x 6" EY'';T -•-- p INSTALL 55.8 LF OF 4" DIP. © INSTALL 4' X 2' 5AL''iLE W/ 5.2 LF 2" O LOCATION A14D ELEVATION PRIOR TO r F• , � CONSTRUCTION AND NOTIFY ENGINEEF; 50- PROPOSED STORM LINE v ij WAIL STA: 10+34. 13, 23,8 LT EIROOKLINE. � 4" METER StTC`S TO BE PALO PRIOR INSTALL 4" 45' BEND W/JOINT RESTRAINT O " OF ANY DISCREPANCIES. ��,�SS PROPOSED SANITARY LINE ( Z �. <`✓ INSTALL 4 X 2 SADDLE N/ 15.5 LF 2 0 z Q c TO METER INSIALL.ATION. METER STA: 10, 83.20, 8.0 LT' CATTAIL (3) AND 4 X 2 REDUCER (N O ,) CONNECT TO F_XISTIN3 WA'TCR LINE AT SANT �ARY I•' OTE J ` STA: 12+ 39.14, 7.2' RT FANNO CREEK W%8" X e' -'Blow-'- - PROPOSED WATER LINE 0- U a INSTALLATION WILL. BE INVOICED 10 INSTALL 4" 22.5' BEND W[JOINT RESTRAINT O STA: 10+57.80, V.0 RT C TTAIL (N) , l!) CONSTRL.IC T S!,,mH/1--1 OVER E)ISTING 12" SANITARY LINE. DEVELOPER. GRAPNIr SALE STA: t0+39.FT9, 17.2' LT BROOKLINF <*.4 INSTALL 4' 43• MEND W/JOINT RESTRAINT A CO 432 TAPPING SLEEVE E3'I CITY APPROVED -__.___.-.--. PROPOSED SAWCUT LINE � CONTRACTOR. i;ON'fRAC•T(�I� T'0 VERIFY LOCATION PROPOSED EASEMENT CONNf'CT 8" SANITARY UNE WTH :NSIDE DROP CONN'':CT10N. - \/ INSTALL 4" 22.5' BEND W/JOINT RESTRAINT O STA: 10+48.8:,, 1.08' RT ALLEY AND ELEVATION PRIOR I(, CONSTRUCTION AND CONTRACTOR 'TO V!L.Ri;-Y L�OCAIION ANO ELEVA"IION PRIOR TO F STA: 10+30.04, 30.8' LT PRQOKLJNE ''5 INSTALL. 2' 90' BEND W/ 2.6 LF 2" O NOTIFY ENCANLER OF ANY Di SCREPANCIES. (1 PROPOSED SANITARY CLEANOUT CONSTRUCTION ANU''NOTIFY EN(NNEER IF ANY DISGRE.PANOLS. 8 INSTALL 4" X 2" '',ADDLE W/ 35.9 LF 2' O STA: 11+53.46, 8.0 RT CATTAIL (N) 38 STA: 13+78.70 13.4' LT CATTAIL (S) C� PROPOSED STORM CLEANOU 2 SEE SHEET C103 AND ARBORIST LETTER FROM WALT KNAPP REGARDING � IN FEF_ T ) � STA: 12+27.84, 8.0 LT CATTAIL (S) '8 LNrtAI.L 4 22.5' BEND W/JOINT RESTRAINT O INSTALL 4" WATER METER BY CITY OF TIGARD ®, PROPOSED CAT( HB!1SIN WORK ►N TREE PROTE'C•IION AREA. u ; < INSTALL 4' 22.5' BENG W/JOINT REFTRAIN O 0 STA: 10+37.10, 17.8' LT ALLEY UPON PAYMENT OF SDC'S. SEE DETAIL SHEET C303. �) PROPOSED STORM MANHOLE 1 in ch „n ft. STA: 10+36.04, '28.48 RT ALLEYoy REMOVE ANIS ABANDON EXISTING WAIE:R METER AND SANITARY 'LATERAL TABLE INSTALL. 4' 90' BEND W/JOINT RESTRAINT O (.�I � 1Q� INSTALL '128.5 LF OF �" DIP. STA: 10+42.19, 8.0 RT CATTAIL (N) SERVICE. WORM "fQ BF: PERFORMED BY TIGARU WATER �' PROPOSED SANITARY MANHOLE DEPARTMENT. CONTRACTOR TO INVOICE DEVELOPER. PROPOSED FIRE HYDRANT <89> INSTALL rIRE HYDRANT ASSEMPI_Y (TYP.), STA: 12+39.14 1, �n o NOTE: ALL SMItTAtI'( LA TCFAL_S 1T) 4° FVC AT 1!IM. SL 0.020 11 INSTALL 4' X 4" TEE W/ 45' BEND W/JOINT 2.8.4' RT FANNO CREEK W/ 19,2' OF 6' DIP. 38 INSTALL. 6 .'-2.5' BEND W/JOINT RESTRAINT O 61 PROPOSED WATr.R METER RESTRAINT S) O STA: 10+14.82, 8.0 RT S rA tt+4700 STA: 10.1.28.07 10.48 LT ALLEY PROPOSED BLOW-OFF IL d EAn {.QIP •`mIf�'iY_.5.IA1 m E-Aile 1 r-fn L01! `AMARLSTAIION �,1:�ENQ_�.._PCE (` 30 INSTALL FIRE- HYL►RANT AS_FMHL Y (TYT'.), " o, TA�YS1IL�.I�! DANE GRA,3S INSTALL 43,8 LF OF 8 DIP W/JnINI RESTRAINT. 30.3 LI Fi(1NITrti 'JV/ 4.0 OF 6 DIP. 39 • PROPOSED WATER VALVE 1+43.14, 16.0;'27. LIE 2 148.8 19 04 46.61, 20.34 RT. LWE- 3 145.9 37 0+60.81, 28.0 RT. LINE 4 158.9 5ti 'I� INSTALL 4" 45' 9ENU N JOIN f RESTRAINT A 31 REMOVE EXISTING BLOW-OFF AND CONNECT TO CXISTING -- --- PROPOSED CENTERLINE ' T 149..3 20 0e' 81, 25.82 RT. LINE 3 148.0 3G 0+4�61 1.81 RI. 1TNE 158.8 / ( ) . 40 !N5TAl!_ 95.3 l-F n' 8 DIP W/JOINT RESTRAINT, N , j ? 1420 61, 18.0 L,. LK 2 STA: 13+00.21, 7.8 LT CATTAIL S 6" WATER LINE AT STA: 11+31.44, Q.9 RT WEAVER. PROPOSED CURB LINE 21 0416.61 760 RT. LIVE 3 148.7 39 0+24,61, 7R.0 RT. LINE 4 157.5 13 INSTALL 4' X 2 SADDLE 1N 7..i LF 2 4 W/ 6' M_CHANICAL ,I.'I " " INSTALL 80.0 LF OF b" DIP W JOINT RESTFAINT. u, 3 1+(b.6t, 16,1 LT. lllO 2 150(1 , / 3 " r, rJT GATE VALVE AND 8 X 8 41 / PROPOSED SIDEWALK LINE ? N 4 0+86.131, 16.0 LT. IdJE R 151.1 22 14(A,.a1. 26.0 RT. i.{N(_ 3 146.5 40 6+31.17, 15.11 RT. UNI 1 134.0 STA: 13+105 36, R.0' LT CATTAIL (S). REDUCER. GONTRACTOR TO VERIFY LOCATION AND ` F ELEVATION PRIG TO CONSTRUCTION AND MOTIFY ' _ "1 g 5 0+6!1.81, 16.0 LT LINE 3 1..L.. 23 141A.81, �A.O RT. UNE 3 147.5 41 8+08J2, IC.94 051, 11NE 1 163.3 14 INSTALL 59.9 LF 0(= 4" DIP. •- EXISTING GAS LINE � I,� V. ENGINEER OF ANY DISCREPANCIES. Q INSTALL 8 90.0' BEND W/JOINT RESTRAINT O 3 p+50,61. 1�L0 l 261E ? 152 4 24 14.,?. 26.IJ RT. UNE 3 147.1 42 5+88.6A, 2.1.44 RT. LINE 1 181.8 STA: 11+60.85, 7.0 1 T ALLEY -� 17." - - EXISTING STORM LIN... til % " - S5 EXISTING SANITARY LINE 1 7 a}34,81, 18.0 LT. LIE 2 153.) 25 4+21.(G5, 31.5 LT. LTNE 1 149.7 43 5+73.H1, 22.73 RI. LINE 1 160.8 15 INSTALL .g TEE W/ 4 X 2 REDUCER W/JOINT 3 INSTALL 6" 45' BEND W/,K)INT RE!: O h �� o RESTRAINT O STA: 13+67.74, 8.0 LT : k 11+ 36,80, 10.0' RT WEAVER 43 EXISTING EXI�IING BI (�v1. CO AND CONNECT TO �1 26.0 RT. Lit 2 145.4 28 4+48.05, 31,5 LT. LIME 1 151.6 44 01-35.E1R. 28.0 LT. LINE 5 152.4 J -- t)"w----- F,�iST1NG WATER LINE � 7 14'3 17 4� t �fl, 31.Fi LT. L.fNE 1 151.0 45 O+a0.3y. 28.0 LT. LLNF ,i 152.4 1 •, (•) I - STA: 10+28.07 1O. .8 LT ALLEY LOCA'"ON Nf�lELEVATION PRIORCON TRUCTION I+r; r:XIS1ING OVERHEAD GAS LINE •-+ � -� rn 8 0+4x,81, CATTAIL ; " EXISTING 8" WATERLiraF, CONTRACTOR O Y 3 INSTALL 6 22.5' BEND W JOINT RESTRAINT O c% 9 O+t18.81. 7b.0 RT. UNE I ` t INSTV I_. 4 X 2 SADDIT W 31.0 _F 2 � AND NOTIFY ,INFER IF ANY DISCREPANCIES. - EXISTING TELEVISION CABLE LINE_ � a: � Qx rn ro 10 pFI�,R1. 213.0 PT. UNE 148.0 28 4+L3I'i05, 31.5 11 LW 1 150.5 46 0+67,1.". 28.0I-T. LINK: 5 152.5 & 4'' X 2 ' RFDIICER O STA 10+49.10 34 INSTALL FIRE HYDRANT ASSEMBLY TYP. r 1 ( ). 44 P90VIDE A D ANKET PUBLIC WATERLINE EASEMENT EXISTING TELEPHONE LINE 61) ' 8.0 RT DUNE GRASS STA: 11+76.12, 38.3' LT WEAVER W 13.9' OF 8" DIP. OVEI? F"RIVATF 1RACT• EXISTING POWER LINE 11 1+(TA.61. 28.0 RT. UNE 2 146.3 29 :*+()2.Ot5, 31.5 Li, l6lE 1 152.1 47 0+83.85, 29.0 L.T. LINE r? 1512.1 / u 12 1+•1IL61, 26.0 R1. LME 2 146.9 30 5+18.05, 31.5 I.T. L91E 1 I'VA3 48 1+03.49, 28.0 LT. L*IE_ `i 1:13.8 17 INSTALL 51.8 LF OF 2' WATER. 35 INSTALL. 34.'1 Lf OF 8" DIP. < I 4� • �' 45 CITY (K- TIGAKII TO ACQUIRE WATER EXISTING CATCH BASIN 3 �_ EASEMENT ON ADJACENT PROPERTY cl~ i 13 1+40.27. 26.0 RT, LIE 2 147.2 31 1+05.61, 14.0 !-T, L-IFIE 4 1827 49 0+32.91, 14.0 RT. UNF 5� 152.0 <a> iNSTALL 2" 90' BENE) W/ 41 LF 2" 'JIT/JOINT 48 INSTALL 1' PRIVATE IRRIGATION METL11. PRIOR TO CONSTRUCTION. � EXISTING STORM MANHOLE � 14 1+3&143. 16.0 LT, LJ>!JE 3 149.05 32 1+33.77, 14.0 L.T, UNE 4 1133,7 50 0+14.91. 14.0 ITT. UNE 5 152.0 RESTRAINT O STA:11+00.93, 3.0 RT � � Z '. DUNE GRASS 49 SIA: 13-057.74, 22.9' LT CATTAIL (5), 48 INSTALL. 45' VERTICAL_ BEND W/JOINT !O EXISTING SANITARY MANHOLE 15 1+26 61. 16.0 LT. IDIS J 149.7 33 1+41.92. 78.0 RT LK 4 164.0 51 0+64.91, 14.0 RT. L.1NE 5 152.0 Q1 Q 15 1+08.61. 18.0 LT. LIE 3 150.5 34 1+16.61, 713.0 RT. I� 4 162.5 5? 0+74.9'1, 14.0 RT. LME 5 157-0 <19 INSTALL 4" X 2" SADDLE W/ 27.9 LF 2" O INSTALL. 4" DOUBLE CHECK. RESTRAINT 7 STA: IC WA 87, ;.�' Ll'. AI_:_EY EXISTING FIRE HYDRANT STA: 11+29.55, ti.(1 LT CATTAIL S SEE DETAIL SHEET C303. STA: 3+18.74 PUBLIC WATER UNE. IsonlluKd .xlt' � � m a 11 O+,It3,61. 16.0 LT. 141E 3 180.5 35 Of 96.61, 28.0 RT. LK 4 160.2 53 0+95,;4, 14,0 RT. UNE 5 152.8 O INSTALL 45' VERTICAL BEND W/.IOINT PI,iV120U4-(NH)(►:; c 18 0+76,61, 16.0 LT. Ll1+lE 3 1'•0.5 36 0+76.61, 28.0 RT. LK 4 159.2 RESTRAINT O STA, 11+33.01, 7.0' LT. ALLEY STA: 3+13.88 PUBLIC WATER LINE. 1 R of 25 ji ``& LEt�191L"STRIP a F < !:. 14 E1 - 20 ?! 22 33 24 ?5 26 27 ?r 29 3G Mill �I�� 1 I t 1 az F, ti J ,, W)AI�w MI1Wd11kFiP lIM AM1w ► hMU „ >w I iY 0 nl i f., �I. • a . . . 3 - ►?I _ U . : . . . . . . . . . U in ZH 3 7 ¢ 71 "7 o 2 '. [3t>a J €.� z w t.l :., :. ac N a maw bit tz - 00 Q — 4z < f�N z _ < O < ZU q I.i.1 til $ 1- Z n_ Z A (� 4 5?V) 5 �Q sQ a�nr wz c'� � 01- 0 wr MOO ZU 1 1 G C9 z I, tx n: � AUE AT oo� < Q V a n d o __�r_ .._ _ _...--_ c�3 WEAVER WAY 8 V)w - N�d z V VV)i 0 a - -- - - - - - -. _ -- - ---- - -- - _ ---- 1 160 - 188 ' ` _ CU -QE- AC _ � ._ l _ PUB C WATER ASE.��ENT - --_._.-._ _ - IS __ _�- _ ___ __ 156 \� _ - _ ----- - - --- 164 - ...___ .__.... .-__._. .......... _..._ _._..__.. Y _ -------_ - .`.I SHIN -1 +' INSIDE DR i- �"_ ``�\ ►� _ 164 - - __ .-__ I 1 _ - ----► -- --- --- ----- 152 af - --- _ _---�._ ______. _PB SiR _ ___ F� 139,°1 1 g' /►BC/VE ) ""* ttn 160 - - .__.__ !_ �..- _ - __ ___ _. --_ 1ML-'VE -. 11K0_ G Q _ _..O C PIPE _ _. -- _ .___.._ __. If N e's): X4.41 ---i- 148 Uj 158 __ ,r- __..__ O PIPE- _ _ .__._ __.__.__.... _ _-.. --- ___.._...._- - __ IE �N 12'Sv� 130.36 __ -- _ _ - _ _ -rj_ -- ___ ___.__ __^ w IE _.(12`NE ;-AA _- - - - 144 \`r� `' x • PPROX• TW -152. 0 -I 152 ____-- __-._ . _ _. - _____- __--- -� _ _ _�._ _ _ _ 40 R CRO SING - - — r 1 148 _._.._ ._.__ ._ _. _._ . _ _ _ _PRO)r,. 8W X140. 0 _ ____., :�— ____ 'M 1 1-11,610'+0 _ -. . _ - - - �-_ C _ TAS 12-+03.410.5 (N) 5,,,3 38 co _..___. _._. ..._._ .. .. _. _ _ _._ .__. ._ -- _ _ -�3_.MIN. . __. ._. .___. . _ �.._....- _ .. __ _ - _ � _ -- STA° 11+2 , 9 0 LS C TTAII�N)-- .-..ry_ 1 . -. __ 1 I-OR DETAIL--------_._. ._ _ __._. ____._ _____.w- _.._.-L SHE 300 _ .- _ _"" -__ - - - - i -_ RIM: (8 ): 1.,5.00( RIM; 157.14 --- ------- 44 _ _ _ _ 6 _ IE !� 143.55 32 w _TTOWW . Nq_ _ - _ - I -COVER IE-!N (8'S� 19.33 8" 1 M ROSSINGS ____.__._, _____....._ .__..._ _. IE_QU]_(fi ): 139.13 .-._ IE 8' �: 14 .55 -_ 1 STIOR _. _...._..._. _ _ __ -- ____ - __ _ _-__' -__ __._ u ARY_CR4 SING _ 12"ST M CROS NG __.._._. _._.._ ._. �. _ -A"GA -VAL.Y� _ _ _ - + N) IC OU N): '141-11- 140I ' ! 138 _....... ..__.,.... _.._....__ _._.._._..._._' ___.__. ._. ....___.. ._____ .........-.. _._ _ ._....._ ---�- --- -- - - ._._ 6' _ _ __ - ._ _. -- Y _. _ ----- ._ _ _._.. .____.�- 14 - •' 1 SD 140?4 _EXISTING GROUND --___..._ ._.__ ._. ._._ _..___.._.. ....._.__.._ __.. __._ . »._ ___.._. -.. ..-; EXIS NG Cal GROUND. SKIN TO SK NICLEARAN = 3.3' .. __ _. _.___.._ FI ISN GRADE 1, 0_G IPE _ _ .. �. ___._.. ELEV TION AT (''_ -_ ___ _ _ ELEVAIIUN "T DATUrK ELEV LArux �rI P _ - Ujc� -120.0(7 � rY 130.00 a t» rr, u) N 1 .. I $ u) N o ,>r _.. G 00 I r.l Or to N(� u'1 p r- to m •" u7 1(� rG rp I J (� r i I r. r ui (. Or (n O to t,; t0 rri Ifs ui f r nj (fi M1 N tJ+ tp IrA r+� rn rn 1A rr' u� Ifs r!, U� .I :1 ;.I �1 M r ) r•, 1 ri r, Ir O(nq r; ln,� rf) th to rO , ^ O` 7 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 oC U 14.00 1+50 2+00 2+50 3.4-00 3+50 4+00 4+41.88 N o 0 PROPOSED GROUND O CA PIPE QATTAIL NORTy) 0) ci 4 E0,LI ' WATER LINE PROF LE sci,(E: 1•-30' HORIz. �.•� 0 SCA'-E: 1'-30' HORIZ. 1'-10' VERT. Q Q 1'-1O' VERT. z tD W t� M II w II � N tl � � r•� ^ V.�' � T + SSMN �1_-_3_ 4.�8'0 . A: 10+43.68, 9..- NT. CATTAIC�('S)SSM{' 1-'4 (48'4) G t~n 180 __........... -._.. .- ._ . .RIM: 165.41r - __.._... --- - -----�•__ .. -...__. __ _--- - - - -- -- -------- - IE IN 8"S : 1A4.80__� __..__ STA: 11+85.32 9 0 RT. CATT ------ STA .___ _ . --- _._.._. __..__ _._-S t3 --- - IE IN �8"E : 144,54N _._._..._. - --_ _- a._ --- - - t' z - -' TING GROlR1 AT CL '� ci 176 - _ F - -__..._._...I IN (8:S):-1 7:31 . ._. �, F _ z LAQ a3 _` _ I_ QUT b c 144.E 8W ____. -____._ =. 1_..---.___. _-__. { IN 115.51 1___ __ _ - -- _ _ 172 -.. .--__ _.___.__. ..___.._ _ ..._ 011 _(8.N):_ 145.3 •- - _ - M+- - - - -_- -- _ �_�o re - - ___._ __ __ _. _.._._.._ __.___._.._ --__ _._. _..__._ __ -_ it---IE-1N- S J55ir-- - - -- -- t: --�:_ o cQ g 188 --..- �_____. _.-_._. _____... - ._ _ ____ ______ -._._IE IN F . -155.19 _ -- -- ---- e°C U a (n 164 160 _._. ___ .____._ _.._,_ -.---__-- -- -•- .._.____ _.___.- . _..._-___ __.. _ ____-- _ _ _ _._�___ AH 1-6 -ST 13+41.59, T 152�-- _ _.._— __ _ ...� . ___ __ ___ - a•r• --- -- RIM: 1IN 4ZS g .182-4T---- IE-OUT 4T -- IE-OU 8" •--181.4' --- � ----- -- - ------ t) U f 144 -----•____.._ ....___......._._ °' Sw GRADE -- _------- _._ - - V fI�N ACL _.-.__. ....___ ._..._ EIE I M DATUM ATA7 VA TION AT _ .n X00 w rn w txl tt. rc'1 .y cV u) r.7 'z. (6 n r i rx� ry ry ci r , c n ui rr) if. u r ,rl r) �i> rn f rp r r r r r (f) fftfnr� ' 11+50 10+00 10+•50 11+00 ?i 50 124.00 12+50 13+00 13+50 14+00 rn N I CATTIILMUM). . 6 Q SCALE': 1'-30' NOR1z. v 1'-10' VERT. q ]'' ,Y I- U v I`.i_ V1 mm2 Ii(mttu Rd lKh) o PL-M2004-00005 9 19 of 25 k�l,i`461Mw�` il#s:tir� -nvvt:F. .+>1+Ar•+r-irt.. �- •� � (p II!I'GLi ILII III 1111 IIII Illi 11;1 Illi IIII IIII Hil 1111 Illi ril !lII�}nl nll � I i r I ,11., • - �- r7 C l I ( ( I I I ( (IIII Iiilllll ll,l}li ij11111i,1! IIIII�I I,l ru�I111�II11I1111111 IIIIII�IIIIIIIIIIIIII Ilil�llll iIIIIIIIi'llilltill 1ilillili '0'11111 I!IIIIIII Ilillllll illlllllll 7 LE01e11_11TY STRIP o 3 JIM IOmm.r tm a >� IIO I�I II2 13 114 18 Irk' Is 10 20 21 212 ��3 2� 2!S 2�! 2' ?p �9 30 Ot ' rrnN tna »""�;M� ,�l��Ili�� I��+s1,r,+M1?,��,��+�:bi�.{il+ •I.�Ii�J��' ' r I I I 11 I Oz - IL r Ir�d}Y;'R.tr s�r, , i .. ;.: .,. � .,... -.. .. .,. .. - 0:s w 41,4aI rvMY'rlV! v.W s4 Wl-/•_J i m _ � U m !wC r I Q o w c1 Vi u +ct ^ > n M 160 Z � d 156 io 152 \-HNISH GRP !+--AT CL _+ 3 EXISTING GROUND AT-CL - STA: 11+59.59 BROOKLINE cza = +� 146 L ^ MATCH EXISTING GRADE: EL.=152 ' r 1 1 FINISH GRADE Al__CL. 1 164 S 1 V' 144 SSMH 1-3 46.0) - - - STA: 10+ 4 41. _-- - SSMH 3--1 _ STA: 11+,1.12 5.0 L.T. WATER PARSLEY 25 9, 02 RT. BROOKLINE STA: 11+ 1.54, 5.0 LT. BR00KUNE r� 160 RIM: 153.Oa 140 RIM: 155.41 RIM: 153.59 -- IE IN 4'NE : 145.55 IE IN ars): 144.60 EXISTING GROUND - FINISH GRADE IE IN 4:NE : 145.52 N IE IN 4'S 145.55 IE IN �BoEj: 144.60 ELEVATION AT CL ELEVATION AT CL IE IN 4 S 145.52 IE OU 8 : 145.33 DATUM EL!!'06 IF. OUT B N): 144.4 v 156 �__� 138.00 0 -�.-_ �Jf _ `�- � + cn 152 EXISTIN (1UNa AT C x 148 L w _ - -_ L _1_ - - _ _ - -- __ 144 9+50 10+00 10+50 11+00 11+5u 140 SSMH 1-2 48.0 _ fl. Q KLINE STA: 9+91.00, 5.0 LT. WATER PARSLEY SCALE: 1'••30' HORQ. 136 RIM: 15!.14 1"-10' VERY. IE IN 8'S : 143.55 1�7 EXISTING MOUND IE IN 8'El: 143.55 - FINISH GRADE DATUM .6Lky ELEVATION AlCL IE OUT (8 N): 143.35 ELEVATION AT CL p 1 � _ _ ______ _____ a Z N uj M1 N W IA IA If1 r � I 0 cc ¢ N z U 10+00 10+50 11+00 11+50 8 � � I Z WATER PARSLEY SCALE: 1'-10' HORIZ. FlNI�'F GRAVE AT CL- E i ^ � `� I p O 1•..10' VERT. V) & I04 0 N C] Q fY 156 Q L] '�-----_ r-- --- U Z _ z 152 EXISTING GROUND AT CL Q 148 O 14400 cc 44cc 140 W EXISTING GROUND FINISH GRADE m DATUM ELEV ELEVATION AT CL ELEVATION AT Ct p 135.00 4 9+50 10+00 10+50 11+00 11+50pn � 8C14 + +. + ALLE N CASCALE: 1-30' HORIZ Fc.] ��t Q 1"w10' VERT. S-WF 1-4 5- 1 7 <LI0+96.18, 7.0 RT. PI D RIM: 156.59188 A: 10+09.00, 7 RT� C PIK 156.70 IE IN (4"S 149.76 � Z IE IN 8 S . 14 .31 - _� IE IN P'N : 149.76 - -� 0 164 IF IN �8 W 145 51 --� _` IE OU I (8 : 149.56 IE OUT 8 N 14&31 ..- 160 _- _ u .__.._ ... ._- SSMH 1-5 X48"�� 160 - �__---.__-___. _. STA: 9+97.82, 7.0 LT. DUNE GRASS 156 RIM: 163.18 w SSMH 4-1 IE IN (8'S�: 155.19 _ " STA: 11+24.31 7.0 LT, DUNE GRASS i 7g IE IN (8'E : 155.19 " __ RIM: 167.�� 152 S MISH GRAM AT CL +- fi EXISTING GROUND AT CL. 1- 14"SE'- EXISTING GROUND AT CL _- -_,_-----...______ _.._..- .--- �_ _. _. ... ._._ ._...__. .. IE OUT (B N): 154. 8 a> IF IN 160.42 _ .._ ___ _ �+„ - --- - IE IN 4"N . 160.42 Lj 148 EXISTING GROUNQ - - ---' 172 -- - IF bU j8� ' ELEVATION AT GL _ _._._v__ __-_....,M_ _. _ STS. 11+37.82 PICKLEWEED im)-2- DATUAf 6Ld'V MAEXISTING GRADE: EL=157. f]NlSH GFA f ►7 168 .�. --- --- Ll`•. STA: 11+54.43 DUN{ GRASS b+ : u� 164 -- _-__---_--._t -- _ ___-- _.-- _ MATCH EXISTING GRADE: El.. � to o 160 _- -- EI M o J � N 9+50 10+00 10+50 11+00 11+50 156 �- --- EXISTING GROUNDFINISH GRADF. z ►�� lA EIE ON AT CL ELEVATION AT CL FINISH GRADE -^ o �� 00 SCALE: ."-30' HORIZ. DATUM E4 _ ---- _ _ELEVATION AT CL l z . 0 150.00 r3Q 1"-10' VERT. ul ro m Q 4 9.4-50 10+00 10+50 11+00 11+50 ^ NOTE: H^aL NOT SHOWN. STORM PIPES DESIGNED WITHOUT SURCHARGE DURING 25 YEAR ►-� STORM EVENT. SEE STORM CONVEYANCE CALCULATIONS FOR FURTHER INFORMATION. 1ll GRAc Z SCALE: 1"-30' HORIZ. Q 1'-10' VERT. Ljonna KU Incl- 0 PL,M2004-00005 20 of 25 , .:f. :. .- . I II!111 iIIIIII � l!Illllllt 111! II ..'JrvM1'I.M91d+MJ-';.iNs,I.i-:n�dUYKY1l1<�ti'.uJNWAYl4lkypf �F•s_,y,,.:: .,..,.n/,yla'4:,�A,n .........., ;r�,.. ,. : .: r71 i I I � . l li illi III, 1111 {III ill! 111111!11 l!Il IIII IIlI IIII L'tllui!i!�il❑!i!!rilllll IIIb,+ ,'II : I " ,«w, ..I. ,:,�,, .,..w,. ....., . LEGIBILITY STRIP Igo �� I�.. 4 L� � - ,!nil+! � n mM.!cn 18 19 20 << 23 24 25 26 26 29 30 { 1 it Of HOW OU1 oa owl 0`00"'.4111 1 S# >r 1, \; ctj U N) O -' W U TiLlsimr OUTSIDE OF WITHIN OUTSIDE PAVEMENT WITHIN PAVEMENT 18' CAST IRON 910 BOXES - F'AvE:HENT PAVEMENT FINISHED GRADE RATING - 18' CF,ST IRON 910 BOX NRaVEX1EN IONIDE ESEEEDETAII WS -\ V \ 4 MAX. - aLn 1 � •U Q• `t it 10 i W-,C. 1B' CAST IA.ON 910 BOX- PROVIDE ��J PLUGGED TEE Pi UGCkD CROSS .- � 24' BY �` �1_/ TYP GATE VALVE HAND SS PLUG BEN'S PLUG OR CAP 4' THICK CONCRETE t - %iiT FINISHED GRAD (SEE DETAIL NO. 503)--� L r t �, 2 ADAPTER COPPER ` NAD (SEE NOTE 4)---�•- �-= - SWEAT TO FIP II - �, z HAND TAMP BACKFILL a .ht , j-2' COPPER TUBING - 9 ARGi;ND TOP SECTION _ / TYPICAL) q o ��"" ' MIN MAX, �� ) I •;i. > ;�4:�6 _ �+1 c, \� �� n �/ �� j ,�� -- Ir . .___------, / .,yam �r.tea• �►9R��i �� M k �I� U Ck � a • _ - - - 2' ELL COPPER LATERAL. PLUGGED CROSS TEE 4 u 6 ASTM 3U:f4 P��C-,. I -� -iAND TAMP BACKFIL � - •. SLIP AROUND TOP SECTION - i ;s x ' •' CONIC ETE THRUST BLOCK SCHEP_ULL o ADAPTER C;C�PPER BEARING AREA OF THRUST BLOCKS IN SQUARE FEET I OPEPA I ING NUT EXTENSION = r b ASTM 30:34 PIPE WEAT TO MI- ( ) / r (TLE DETAIL NO 505) �� BOTTOM SECTION TYPICAL STRADDLE BLOCK FITTING 9013END, TEE, OR 45' 22 1 2' 11 1/4. M BUTTERFLY VALVE � ti �' (SEE DETAIL NO. :J61) \ CONCRETE PIER BLOCK / cu ENDS AS SPECIFIED '" ,SIZE (INCHES) PLUGGED CROSS BEND BEND BEND oc Z � cv __-..-�- - -'----• NOTE, �--2' TAPPED cU .- TYTON JOINT PLUG OR 4 01.9 01.3 raj gym ,¢ yr - \ 1, THREADED BRASS PIPING M.J. CAP W�TH MEGALUG 6 U4.0 021 C1.3 RETAINER LAND i MAY BE USED IN PLACE OF 8 u7.t 0:3.9 02.0 Ot.3 `7 / COPPER TUBING x _ PERMANE NT 12 ,b.o 08.8 04.5 02.3 v' 18 28.4 15.5 09.0 04.0 �_-- 24 64.0 34.9 18.1 091 y- UNDISTURBED RETAINER CA ANDS STREET PLUG OR EARTH (2) REQUIRED [EDGE OF PAVEMENT ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.J. AND AN NOTES, AI_.l_OWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT, TO N11TES: GEAR OPERATOR MJ GATE:. VALVE COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING l! VALVE BOX NOT 1G REST AND VALVE BOX t - 1'-0' STESSES, USE THE FOLLOWING EQUATION - _ ON OPERATING ASSEMBLY. COMPLETE --- Cj > VALVE B(]x NOT TO rtEST -_ --_ RFARNW AKEAs - (TES( WtESRUrtE/,eo) x (,bDo/sorL BEARrNG sT*Ess) r (,AlIIE vALUE) ON OPERATING ASSEMBLY. - 2) OPERATING•, NUT EXTENSION 1'-0' MIN. 2) OPERATCJR EXTENSICIN -1 .._. ____ NOTES: Cj REQUIRED WHEN VALVE NUT _ 1 STRADDLE BLOCKS REQUIRED WHERE ONES MAY BE EXTENDED IN FUTURE z REQUIRED WHEN VALVE NUT IS DEEPER THAN 3 FEET L _ --- SEE DETAIL NO. 561 n IS DEEPER THAN 3 FEET cs '11 Or?_4' FROM FIN:SI�E:ll GRADE. ---- 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. coVa FROM FINISHED GRADE. W 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSOF`IES. 1.�. SEE DETAIL W5. 24 V-0' MIN. 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN :3� CENTER VALVE BOX ON 3) CENTER VALVE BOX ON ENCIRCLE-O ON THE PLANS e.g. 15 INDICATES 15 SQUARE: FEET BEARING Q a AXIS OF CJPF.:R, NUT, AXIS Or' OPER 'IUT, AREA REQUIRED 4) PROVIDE 24' SQUAkL BY 4' I HICk -- `--- -' 5, IF NOT SHOWN ON PLANS, HEUUNED BEARING AREAS AT FITTING SHALL BE AS 4) PROVIDE 24' SQUARE BY 4' THICK ?_� 10 10'-0' INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST U CONCRETE PAD AROUND VV VF I---- 24'----� MIN MIN PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN T'HE p z BOX OUTSIDE Of PAVED ARF"AS CONCRETE PAD AROUND VALVE BOX SPECIAL PROVISIONS. 0 AS SHOWN IN CONCRETE PAD" DETAIL. OUTSIDE OF PAVED AR AS AS I 24 CONCRETE NAD 6 HEARING AREAS AND SPECIAL. BLOCKING DE i Ail S SHOWN ON PLANS TAKE SHOWN IN CFINCRETE PAD DETAIL TEMPORARY PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON N 0 p CONCRETE PAD THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE .� FEET. ^ c UT d OUP 'AS NO ?Y:AL£ A!•PRb10 sr FO SCALE M+ia4ro IM NO SCALE. Appwam Orr. NO SCALE POOMM00 NPAMn"T - -AQUSTIN r- - - TYPICAL GATE D/OMQIIMO 00'MTYOIT �TM P. °UENAS AoumN F. DUENAS „ AousTrN '. DutNAs Q n -anw,e�, M. NO. - - -- TYPICAL BUTTERFLY STANDARD THRUST owc. NO CNOMIZ� OCPARTIILTIT r 1 1 �' Z_ +ma•a W� •M `oTn■..el ow0. No. -__.__--.-�._____- 2 STANDARD o�auawNo ocr�T,rcxT `i ,rfr.a nllLL cella !�4aa ea wlu avo. an oMm, DiMC. NU. aTr Mm, �� 1:11110101 67M W-VOIN "wN Ion VALVE 503 a ma 3111111100#71111JI�"'�«, 11YW0 am,.>ru 11111111)1111.HALL IL%V. arr�AIr 1Bwin • ' •" „"' -__. .�: _._--_--_ am v tBwo '"" , •M-.?w .�C14 MARCH ,on BLOWOFF ', r.ws IIARCN ,... VALVE �- cm ,�' 04�„ __-- 5 7 0 " '°'� _ on G___-- 5 6 0 MI001OX ww wm /AR M►-T/1 rirm"I'a mon CON Cr 7490 vow �.4r - BLOCK (�� 1 SIDEWALK ADJACENT TO CURB CITY WATER DEPT STANDARDS PLUMBING CODE 9 4 I --' ^ _1 w O " THRUST BLOCK CITY APPROVED ]C BRFAK FLANGE 1$ CAST IRON 910 BACKFLOW DEVIC FLAFNGERCOUPLING �w 3' MIN. RETAINER GLAN - -�. � FINISH GRADE- --113' CAST IRON 910 MIN - 6" MAX. SIDEWALK VALVE BOX TOP \ _ G.I VALVE BOX TOP r^ r - _ e + 12' MIN A • � - 1 1/2 4" DRAIN RU MEGA FLG life TAR PAF'1R (MOISTU OR EQUAL. Aye 6" DUCTILE IRON PIPE , 6 MI CONTRACTOR TO SEAL ALL RESTRAIN ALL .JOINTS W� / c 24' MIN ,. � ►- " " _ , OSHA APPROVED LADDER OPENINGS IN VAULT WITH » y W A FIELD LOK LIR EQUAL G04`', :EIS WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR ~ ' p � ' 2. 30, OPER. NUT �-I' SCH, 80 STEEL PIPE SHAFT - v 1j� I EXTENSION BY UTILITY i TO BACKFILL ING J �3 �� OR 1 SOLID STEEI.. ROD -x, - - f �-- -_-_ 7' _- t n M n 1v Z rJ �.. J FAULT - - „� 6" MEGALUG RETAINER PLAN z 0 '�--1/8 MINIMUM C, LTJ Q 6, MAX, 1/4' MAXIMUM GLAND (EBAA IRON) --� +� F.� C CLEARANCE: CONCRETE PIER 6" GATE VAI_VF ~ � tt __ BLOCK LM.J. x 6 FLG. TEE r' 3' MAN, 6' MAX, DRAIN 10 CURB [:1R. G vi � L-- - FLG. x M.J. " a w GROUND LINE � Q SIDEWALK WITH PLANTER -- 2.0 � - DAYLIGHT Q Q 1 � r " ROCK Li11ARD 1/'4' SIL. PLATE i _3 p ^ TO BE 5 3/4' DIAMETER STRIP AT CURB - C7 P W/HOLE IN CENTER FO .3 MIN CLEARANCE �- 4 4 ACCOMODATE MOVEMENT SID WALK 3' MIN, ON OPENED t/) OF SHAFT 6" MAX. BREAK FLANGE - ""- 0SILY VALVE - MEGA FLG OR EQUAL U ! - 2 1/2'x 2 1,12'x 3/8' LONG SUPPORT COLLAR WELDED TO SHAFT �-f--• RETAINER GLAND- INLINE CHECK VALVE � L STEEL FLAT B NOTE: ,a .. .. r Z r I C o �7 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" CONTRACTOR T❑ INSTALL, -RODENT cQi Q, z I--1 CONCRETE BALLAST 3 CU, YD, -- SCREEN ASTM 3034 PVC PIPE MVO 3 PORT - TWO 2. 1 2 PENTAGON OPERATION NUT. t)F•-EN LEFT WITH THE FOLLOWING: STAN ON' F- 3'x 3'x 3/8'x 2' LONG A. OIL. RESERVOIR MIN. ,JHERE FLOODING OR - -- On I:,; �.'. n Q STEEL SQUARE TUBE B. BRONZE ACTUATION NUT HIGH GR21INDWATER EXIST YPIPL STAN to �` �`� C. BRONZE SEAT RING (TYP.) DRAIN TO DAYLIGHT ❑R i ao --- - INSTALL SUMP PUMP r I I� Cl_ E.D. SAFETY SHIELD H E D CAP COUPLING [ CONTACT CITY FOR J ELEVATION PUMP SPECIFICATIONS F. THREADED NOZZLES WITH "0" RINGS '* 1•_0• =- (d G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED DOUBLE CHECK VALVE:_ASSEMBLY 12" MIN 'z rid _ ►,-� _- \�) BY DISTRICT FIRE MARSHALL. uT[LtTY vAULT BILCO DOOR 24'' MAX z � Q F ! s" NOTE, 4. HYDRANT 'FO BE INSTALLED TRUE AND PLUMB. SIZE- OR WEGUAL OR WFO � FLOOR TO BOTTOM (n J 00 n 5. NO OBSTRUCTIONS WITHIN 3 0 RADIUS OF HYDRANT. 3 66D-IdA �-SAL OR DEVICE J �i f t _ '° 3•�e. 1) EXTEND 2' NUT TO WITHIN 19' OF- FINISH GRADE: 6. IF SUB•ICCT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. ; 577-vA _ J SAS (r !� e�-�'' _ WHF"N VALVE NUT IS DEEPER THAN 3 FEET FROM 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED 6 676-VA J-SAL c� N F•- 2--�" FINTSHE C GRADE BY ENGINEER. 8_ 697-WA JD•-3AL 8. THRUST BLOCKS %iA T IC L LA_ JD SAL ��•+ m C LL NOT BE PLACED AT HYDRANT LOCATIONS. �.! � _I O L� - - - - -- --- ----- 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) ■CITY ENGINEER APPROVED EQUAL b ON THE 4 1/2' PORT. J` A®UfTMI F. IIUEIAAs rt M NO SCALE j� �� NO SCALE S worm f19 L F' On ofr�rrn,orT aT,w.� _'_ ; & 4 DMO. No.. O W41 1M10 WARn947 AouaITM P. DUENAs OPERATING NUT /� Fl�al�. io oEPrv►T+1E11T �'-okour�" D:a NAs NO SCALE AOUI nN P. DUDIAS No SCALE C�l as WOOL ILIKI METER ••*•°� Ow!). r+-. I� ,71�Ra 1411111111% WILL V0. FIRE HYDRANT da�r1eNo oEr►ILvD. T ---- � - DwO No. i ,a,s fa„Ki nMe an slwm DM10. N0. ° .aMA .,>rlr, •alae as lT.u.n1o. DOUBLE CHECK � Z *M __ 523 '-' " "„�, MARCH ,... EXTENSION c I .R,`' n o�� ASSEMBLY ----- """' °'�'°""�" w►R�+ ,.oe VALVE ASSEM6LY 032 �' -� rA,e >r~�fn _ Mac es an - - 1 i; ,YR °"..'�'""' _ - A �>< 5 0 5 an.■.� OATt 5 4 2 am w .AY ... , Mwawl�eAw - m lion) a Rd 1'I.M2004-00005 -��---- -- 21 of 2-5 '''FITc i S IhVI•:`Nii. ,["Y•.!.1N1N'11.9!"NWTM.NWV'Rs.,�A1'll.... nTwM Sn t. ....."_ar+.• . we.._•Iwn.•�•.. ... - .._.-..+...n -. � _....._.r........ .,.0 f, ..I NR n• •^�Aun,..�,•l111[•1tlYtlrqum."r,fYKq�Mia�ti' .s4+�_ w A y� . II111 lIIII!III I!IIIt!II 111111 11 IIIIIIIII IIIIIIIII Ill!III11!IIIIIIIIIIIIiI iIl i�ililf 11 i1 , ,,w., 111 I I �' I.�a :11 nII 1� I , T, LEGIBILITY STRIP �C, T 3 4 II(y i 12 13 i s � � I C] 20 2'1 22 2:3 2a 125 28 2'7 2C 29 3o 1, ZI1IJ f ATILT bltOn .• '^Mygh�ll/��'�IIO�WM�}��, ... Ie�F��.4M1'1•.!��I�RSW9.M.Yi.F�A� ' .IR�+11+nY1�N•��.ITT^^I.II"•i�•tlt�•�'��Rh11�+.M1^T'^"'^.k^.lR!�IRTR:".!. I.. .... ' W°•'R' .. b� • i.'�:J 1 Y I kf «1 A+ y i yy ,�. .. - a. v }�d 0 OPTIONAL HOOD - ---- - 22.00' - -__ w - O FOR 'B' SFRIES ----- --18,00'--- ' ' U T- z TRENCH WIDTH \ MIN i \A 3000 PSI ...-M M N' _ \ 10.00• - ' JCOMPRESSIVE ;TRENGT , ,! •� � -�"- - -� CONC. THRUST BLEiCK AGAINST UNDISTURBED EARTH-BEARING AREA -=-- `•-- U ~ --L-•-- _� �_-- . ----1 � Ti.�o• ON BOTH SIDES OF PIPk �00•`_ B.oD•-..-_ --� ;I• u• �- __..___-_-- .----- _-- -�•- __` ._ (Cl PF TE DiMENT1UNS - TIE RODS WHEN I - ARL -1.!dMUMS - SECTYLON / REQUIRED, AS PER -8.00 c, REV[ 7lJ DRAWING NO. S MANUFACTURERS I`- - FOR ::FEARING DATA) RECOMMENDATIONS 1�" ��_Df317f?_1iL1Y1 � MIN -22.00' y PLUG, CAP OR ` --18.00•.-- --_`_) �i 3 N -- --- FITTINGS ASREQUIRED "� -- - ,A ---•�1-- WATER 81rMIIA CO�IL NQ ,o.00• 300' 1 AN ESTIMATEU 17% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIG TO BEGINNING 16. UPON SATISFACIORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTION`; TO EXISTING CONS(RUCTION ON WATER LINES, AND TO RECEIVE A CITY OF 71GARD PUBLIC WORKS (TPW) MAINS SHALL t. CLEANED AND FLUSHED NATFI POTABLE WATER PRIOR TO DISINFECTION rLUSHING STAMPED APPKOVAL ON CONSTRUCTION PLANS. VELf1CIT1ES SHAD_ HI AT LEAST 2.5 FEET PER SECOND DISINFECTION SHALL BE IN ACL(MuANCF. � Q' W.TH AWWA STANVARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE I LSLI' 0 RETAINER GLAN DITCH LINE 2' THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED FLANS ON THE CONTINUOUS FEEI� METHOD OF DISINFECTION SHAD. BE USED. DISINFECTING MIXTURE SHALL BE A ------- CONSTRUCTION SITE AT ALL TIMES CHLORINE--WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL. OF 40-SOPPM. THE DISINFECTION I • •------- - --. - MIXTURE WALL OF PREPARED BY INJECTING A CALCIUM SODIUM HYPOCHI ORITE AND WATER SOLUTION 12.00 ` 10,00 , 1.�0` If-`- I Z I 2�.0• 1 a�-D_ -_ 10.00'- MIN, MIN. MAX, 3. CURBS w1UST HE IN PLACE PRIOR TO INSTAILING WATER MAINS. INTO THE PIPELINE AT A MEASURED RATE WHIG FRESH (POTABLE) WATER IS ALLOWED TO FLOW � � •� THROUGH THE PIPELINE SO THAT THE CHLORINE---WA TIR SOLJ110N IS OF THE SPECIFIED STRENGTH '� lo'�BLII'_. ;kIIYl ,rJ 4 NOTIFY TPW, WATER DIVISION, 40 HOURS PRIOR 'TO COMMENCING CONSTRUCTION TO SET UP A TREATED WATER SHALL BE RETAINED IN THF PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-- iDOTH H-9 L H-IG SIZEL TO FIT AROUND 12' CONCRETE PIPE INLET) PLAN PRE-CONSTRUC1iON MEETING. TELEPHONE 630-4171 EXT. 584 (RICH SATTT ER). FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 ii0viR PERIOD, THE P'IP'ELINE IS TO HAVE A CHLORINE LEVEL OF A LEAST 10 PPM. AFTER CH!ORINATION, D. - RETAINER GLAND(S) 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARD" FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUCHCNJT THE PIPELINE IS EQUAL QUANTITY BASED ON PIPE SIZE CHEMICALLY AND BACTERIOLOGICALLY TO THE F'ERMANENT SOURCE OF SUPPLY. 6 ALL WORK MAIL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. STRADDLE BLOCKS TO BE USED AT, 17, DISPOSE: OF THE DISINFECTION AATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION THE 'B-8' BOWL WILL SERVICE UP THROUGH Q C) 7 ALL. PIPE ANTI FITTINGS SHALL BE DUCTII.E IRON, GEMENT--LINED, Or NEW MANUFACTURE AND WATER TO FLOW INTO A WATERWAY' WITHOUT ADEQUATE DILUTION OF OTHER SATISFACTORY FULL 10' INLETS, THE: 'B-10' BOWL- WILL -- MADE IN THE USA. PIPE WILL BE TYT'.MI JOINT DUCTILE IRON, CLASS 52. METHOD OF REDUCING CHLORINE RESIDUALS TO i. SAFE LEVEL. AS MANDATED BY DI:Q. AFTER U i. END OF LINE BLOW OFFS DISPOSAL ANU FLUSHING OF THE DISINFECTION Sf".UTION, THERE NAIL HE ANOTHER 24 HOUR SERVICE: UP THROUGH FULL 12' INLET. CAN RELINER I DURAN INC. W 2. BLIND TEES S. 36' OF 3/4• MINUS GRAVEL CO'd11? FOR ALL W/-.FR MAINS IN STREET AND RIGHTS--OF--WAY RETENTION PERIOD PRIOR TO THE TAKING OF WATER SAMPIF_S FOR BACTERICA.OGICAL TESTING. BE USED FOR 15' AND 16' INLET MODERATE R I� cx O a. BLIND CROSSES BACTERIUIOGICAL TESTS VII BE TAKEN BY TPW FLOWS. ALL SIZES ARE FOR RETROFIT OR 53 MT ARCHER ROAD, LYME, CT. 06371 C� a. VF(2TIL'AL BENDS 0. ALL VALVE OPEPATTNG NUTS: SHAH HE WITHIN 3t '- FINISHED GRADE, OTHEP`WSE VALVE (6001508-61)01 FAX. (960)434-3195 ® I N 0 OPERATING NUT EXTENSIOFNS WILL HE REQUIRED. 18. CONTRACTOR TO INSTAII ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED DY KUPFERIE NEW CONSTRUCTION. FABRICATED IN HARING 0 FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALT- Ht 2'-0• BURY, NTH A 3/4" GRADE FIBERGLASS AND F"INISHE"D IN ARI-GIRT DCSCRVTION OAT[ :cALc Q 10. POURED CONCRETE THRUST BLOCKS OF AT HAST 6 SQUARt FFf 1 OF BEARING SURFACE ARE F1PT INLET, ANC A 3/4. 1)NTHREADEU HOSE NOZZLE. ALL STATIONS SHALL BE ENCLOSED IN A WHITE GEL COAAS, PAT, r 6074130 8/09/0 NONE ~ a � •"" ,VPOWAD - REQUIRED AT EACH TEE. CROSS, AND BEND LOCATION. LOCKABLE, NON--REMOVF-ABLE ALUMINUM-•('AST HOUSING. WHEN OPENED, THE STATION SHALL. B-© 6 B-10 _ a 0 Z NO SCALE RECAARE NO KEY FOR OPERATION, AND THE WATER FI(RYE' IN AN ALL-•BRASS WATERWAY All ADDITIONAL PATENTS DRAWING NUMM Q F Q t9triM F. DUEK&I 11. FIRE HYDRANT ASSEMBLY COASISTS OF AN MJx6• FLG PE.NDIN(, BDB Q TEE, 8' FI.GxAAJ GATE VALVE, 6 M,1cMJ WORKING PARTS WILL ALSO BE MADE OF BRASS AND BF. REMOVABLE. FROM ABOVE Gp'rIIND WITH DROP BCIWLS Z EAUNURM MrARM]/Y �_ - ;,,; - STRADDLE BLOCK pty(; No, HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-•442, 6• MJ 5-1/4' NO DIGGING A COPPER VENT TUBE (STANDARD) WILL ENABLE THE STATION TO BE P ,MPED _-_ _-__. __- Ii'•111MMA,111. MAL"O• D '.IVO. 3--PORT (2-2-1/2' N5T HOSE CONNECTION, 1-4-1/2• NSI' PUMPER), 1-•1/2� FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA GROW' I. THF. ffmw A L'°1 a s�71 ItANCN 1fM0 .J C PENTAGON OPERATING NUT, OPEN LEFT, COLOR: YELLOW. APPROVED EQUAL: MUELLER EXTERIOR PIPING WALT. BE BRASS. AND A 1/4- BALL VALVE SHALL BE PROVIDED IN FACE OF --_. _ ---_ - -_- _. +� � 0 airy HNor C:Mom _._._�__._ V i CENTURION A-423, WATEROUS PACER 6790, CLOW MEDALLION, AND STORTZ. ADAPTOR, THE 1/4' PET COCK ON THE VENT PIPE. '~DANIr � 12. EACH FIRE HYDRANT SHALL BE INSTALLED UI ON A PRE-FORMED CONCRETE BLOCK NIH 1-I/2 _ - CUBIC )ARDS OF C,rtL.ISHED 1-1/2'-3 4' DRAIN ROCK. TARPA,PEP. MALL BE LAID ON TOP OF 1�. J 1 WATER L,EIERS WILL BE INSTALLED BY TPW UI-'ON INDIVIDIJAi. REQUESTS AND �, THE DRAIN ROC" TO SFF1ARAIE THE ROCK FROM EARTH COVER. PAYMENT BY OTHERS (OWNERS). AU- WATER METERS CONNECTED TO AN IRRIGATION SYSTr.M SAwt Y 1.1. All SAINITARY 14 voER I IN[ S WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PRE'.IFN110N DEVICE (MINIMUM �• FINISHED GRADE Y �- OF A DOUBLE CHECK VALVE ASSEMBLY INSTALLED ON '„;C -ROPERTY SIDE OF THE METER. 4;. Ld '�-"-- MAIN SHALL BE tNCA51 D IN A REINFORCED CONCRETE JACKET 6' THICK FOR A DISTANCE OF � {� SURFACING 10 FEET ON IV)TH SIDES OF THE CROSSING. WHERE CRCSSINGS ARE NFCF_,SARY, THEY MUST THE BACKFLOW PREVENTION OLVICL SHALL BE INSIALIED AND TESTLD 8Y GWNLR, WITH Q \ MATCH EXISTING MATTRIAl BE MAIJE AT APPROXIMATELY 90 OEGREkS MATH AT LEAST 16' OF SEPARA710N. RESULTS FORWARDED TO THE WATER DIVISION. BEFORE WATER SERVICE GAN BEGIN. TOPS011. - - -- - -_..._-___-_.__----__.-_._- --___..-__ - OR AS 14. ALL MAINS WITH A STATIC PRESSURE IJP TO 100 PSI SHALL BE TESTED Al 150 PSI FOR ONE 20. U70 N COMPLETION OF INSTALLA`ION Of THE WATER SYSTEM, FHF_ CONTRACTOR OR OWNER SHALL •. r31Rft�Tl� RASE MATFAAL WAN HATH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE (TREATER ADVISE TPW OF THE TOTAL CONSTRUCTION COST TO WHICH WALL BE ADDED 1OX FOR TPW -� THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR ONF (1) INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC., AND 2X FOR ENGINEERING ' HOUR WITH A MAXIMUM LOSS OF 5 PSI. REVIEW, INCLUDING 'AS-BUILT" DRAWINGS, UPDATING MA:',FR MAP, INTERSECTION MAPS. ETC. THE 12X COST SHALL BE REMITTED PRIOR TO INSTALLATION. 15. CONTRACTOR SHALL T-PATCH OR REPAIR ANY EXISTING A.C. PAVING OR PRIVATE DRIVES DISTIJRBFD DUE TO PROPOSED WATER LINE CONST^'JCTWN. REPAIRS SHALL BE MADE TO THE 21. 'RW7M IF VALVW IN 7XMff1 WA7M NOME MEA 0 SAP'AC'.ION OF THE INSPECTOR. L ..�.� •r . RE INER INSIDE DR3P BOWL ! , SECURED WITH STAINLLSS �� Q A t STEEL FASTENERS Lal , } I wl EXTERNAL PIPE COU'DLER Q RUBBER BOOT ui I z RELINER» STAINLESS STEEL \ --- ° �� v n1 STRA. S SECURED d. TQ STRUCTURE--_ n +� WITH STAINLESS STEEL ['- Mill r A TENERS, AT 4' IN1 ERVALS (MIN. OF r) �rZti �S n --- n �• 4 2 M 6. MIN e• CIF+ --- - - ti e' MW gUXW4G rias ..'�_- __ _ PVC DROP F'IPE- U) OUTwc OF Pt''f W ` LO C3 I y $' n OPTIONAL RELINER PLASTIC •� N N� COMPOSITE MANHOLE INVERT _ t r•3 REPLACEMENTS CAST INTO BASE LL i, !Ttr_1rI H FMWAIM ', '� '. •. E (/T C ' VA1NUZATION, AS RMMED tDID Ln NOTE: :: . 4 ,. .. .•. N ' 1. SURFACING OF PAVED AREAS SHALL CCI PI Y WITH STREET CU i STANDARD DRAWING - ' • mct c Q 2- JOINTS TO BE TACK AND SANDED. RELINER DROP END _._------ CONCRETE C NCRETE BACKFILL (OPTICNAL► 1 J O RELINER I W)RAN INC. q �. N �• SAWCUT SHALT_ HE TACK COATED WITH BITUMINUS ASPHALT EMULSION. -� ci 53 MT ARCHER ROA!1 1 YA•17. CT 06.371 3 U O w� (800)508-6001 FAX (860)4.74-3195 ' � •.�M+ae„Ro.�" NO xALF Drop ;)awl LI,S, Pat. # 6074130 vcsclnprrai+ d►rE uKE Z s+alEIL1w8 WAIRTdW -- i141s -•- TRENCH � � RELINER U.S, "at, # 5553973 INSIDE DROP 09/01/99 NUNS v-_ "t O Isla m W"NJw Addl tlonnl Fatents PendlnQ MANHOLE: DETAIL D"wm N��IIIIK alD�u,n>rn `+l � � Q = arm bARCM! 1:te BACKFILL '� �� (NEW MANHOLE: AP-NEW aTll�1MM0 N+�OY�L R>I,a "" Holum ml 1h I� I'I,MZ(104-0(1005 22 of 25 •..„w.»�..,..c...,. ..,¢,,..,...su,.•H,,... :.,� .,•,; i RYYWLY4 :WM�+kttr - 'sqplYVIta:9.x idNFrc6z16;aPddd:Ra�.. ... .M•- r LEGIBILITY STRIP cm�IHiIII 1111ll�tilf�litl�llllillillllLl+ILII+I if111111�L11 hill 111iill�llllfil I11 1llt,lill�llllllllill Ilr lllIIIII�I I I !�! 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I I I i I I - --0\ A T -� I ----- - - ?-+.�- I I _ .._ ..-.. _. vI I I I I \0 5 37 7 20 T..—�., I , I II p i 15 i�i 1 \ PRIVATE I I , 04\ -- -- i - \ �' I II _�.__ I 1� JNAME—51(iN— I I I I �• _ _ _ _ \\ .- l—. - _ 39 - II - - 4 res __ 7 _ - I I m ; 2LjTAII PRI 12+00 NO 10 00 1 « 8 11.00 N AME SI k _Ir 1 _ - --t-I - -- 11+00---i _.. _ � -♦__ I \ \ \ REMOV 05 -r- �` -j - 1 CATTA. ( HH - / CATTAL (90UTH) (kEMUV'ABtf) � "�IRJ r f C \ 3 NAMES SIGN - �- - (""'-'� cv / pAW co � 1 -^ UI.M 1SD- \ \ "ASPH PAHKIN(. , 40 I I I 1 I I �! �... I I 44 t' - U Z BON/TA FIRS PHASE "ll' I I _ ._.45 ' 50 I IV 43 42 41 40 I i ! ,,� la! &W/rA nRS PHASE �'l' \ ,.,. --�- - -- __ I I I 04 V) 51 0 \ BON/TA FIRS PHASE "ll' i 1 i _ 52 - - I I • r� � I 4 I 48 53 4 1 I AKIN ` SIGN . .. .. � - 'J I D+00 If ._ —sort - ---— _ j5+00 44+00 13+'0� ism SW FANNO O%TK DRI VF BONI TA FIRS PHASE S b U C z W J LEGEND• w z C vi •------------- - PROPOSED RIGHT OF WAY n c) n ., --- -- -- PROPOSED LOT ;.INE EXISTING STREET LIGHT _ ADDRESS SIGN NOTES SIGN AND STRIPE LEGEND PROPOSED EASEMENT *INSAu ADDRESS SIGNS PER CITY OF TIGARD REQUIREMENTS. -- PROPOSED CENTERLINE PUBLIC 30' BRONZE DIRECT BURIED 2 �� -- - - -- -- L_I STREET ADRESS SIGN FO LOTS 1--13. - - PROPOSED CURB LINE FIBERGLASS POLE WITH BRONZE 6' -1 MAST ARM, 100 WATT FLAT I_ENSE \ • 0 STREET ADRESS SIMV FOR LOTS 14-24. � - - - - - - ---------- PROPOSED SIDEWALK LINE SHOEBOX STYLE LUMINAIRE, MOUNTED \, - YiEI_D n PROPOSED SIGN ! OCATTON 25' ABOVE. ROADWAY SURFACE. v L7 STREET ADRESS SI(Y'1 FOR LOTS 25-43. ( � PROPOSED STREET SIGN t_OCAIION ` PRIVATE: 30' BRONZE DIRECT BURIED EXISTING GAS LINE FIBERGLASS POLE WITY, BRONZE 8 GRAPHIC 5-CALF [] STREET ADRESS SIGN FOR LOTS 44-53. ONLY A-" EXISTING WATER LINE STYLE1L0U0MNAIPE�LMUU�IED i6�ABOVf « n I__ �- EXISTING OVERHEAD PC'IVER LINE NOAOWAY SURFACr. IS 00 ` R1-2 TYPE "RR" _ EXISTING TELEVISION CABLE LINE (PRIVATE LIGHTS 10 BF PGF RATE 15.) I „ R3-5 TCS ( !N FEET 1 Cy, 315 TRI • 1-REVD. 0 1�REQ'Ds 03(TRAFFIC CIRCLE SIGN) EXISTING TELEPHONE LINE 1 in = .3U /f. _ EXISTING POWER LINE --. ___ -- --- — — - EXISTING FIRE HYDRANT N u� 12« ' k x 00 WMIN. IO'UAX. 12' t O x 0 ro CROSSWALK - SPACE TWO 12" WHITE LINES •T a� 2 AS SHOWN ON PI ANS. CROSSWALK. SHALL a BE THERMOPLASTIC PAVEMENT MARKING I MATERIAL. � � L c� llnnita Rd 7865 PLM2004-00005 23 of 25 k+r ,,::"P'9F ..,.,;.,n rC4s.esn,h. a`c..rtkr+r,^..0•`ie!t•.w.,MFWA.'I ';�FItNpN9cw, .. �« — '"',7E" ",iT 1 /',_, "'`""n'x' - ;i ....c.7x'1oa•b'aot^.3,�Irr�0.E'd•'77GEfPd. .k4 - LEG 1311.ITY STRIP ((,illi III I leu iIIIIIIIi i �I111}II VIII' jII Ill;m IIIuIIIIiIIII: C c a 5 6 P a I i 2 13 1 4 g 17 to 19 20 21 22 23 24 25 26 27 26 29 -U r r LI I 1 Or108 ` • <��, ,�� `, �.�.,��1� .�.l�i��h ski (�,�A �,�,�,�,�� r I • it .� blJ L. 1. ��•� I OZ f Y • t 1 •:fir�,. t iYT u.7�, 'd . wr . . — I U, ------------- I 3-CLE 6' FENCE 85-FC 6' FENCE 3-CLE 2-ARB 2 TPF 2-ARS 1-CAE 2-CAE 13-ICB 1-CAE 1-fPF 3-RJM -' [6' FENCE 1•CJ I a 1 12-NDC 11-IC9 � 3-BJ 1-1;AE- 2-CAE 3-RJM -' 14 ND(_ 1 �F , 5-NDN 1-DOA 6' FENCE 6-Ru 4-RJM 3-RU 4 HMj� ; �� 1-CAE 3��t��MB1 7-ND 3-RJ 1 4-RU 3-TPF- 1 7-SAW \ 3 T 10-ICB _.._......_ - b NUN 5-NDN 3-BMW 1 1 2-RU 14,4 1 1 C 14-NDC \ \ 2-AC - _ 7FORO 5-CSI 3-PAH -3 N►� 4-PSNH 2-AEG- • 1-QUA 13-FC f �--6-8MW --3-8MW �Y 14-VMB �14-FC ;,l T, . 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LS �.. _ 1-HM END _t 3-Fc - - — 1-AC a 6 cc A� _ 6 SL -- S-SAJ eS 6-BMW 3-PAM _ - H 2-AEG 3-PHS 2-PM `� ;'E -RL�A 6-VMS 3-HF - - 1-PM 10-6MW �5 � ARB - 3 � 108-FC f'►� 3-mi 8•FC NDN - � 2-SJ � 8•EFH � 79 �_ 1-TPF- �p 5 ICH 2-HF 3-BMW 3_PM 10 I I I I 1 9-ICB 1-CCF 3-PM ,., __ .... --- - •-- - - )-SAW 9 2-AEG ,:• --11-NaN _ 5-RU � , �--12-IcB I I I I I - - . b-NSU...____ - - _,....,. - 1-SJ 1 - - 1-AEC •— -�. 6 3-HF 1 �. 7-VMH 4-SHH I 2-RU 3 RUn -RDA , 30 14-FC 5-SHH 38 RJM (� NDN 2-CAE--- 4h V 3-END ;- 1-,\EG 5-BSG 2-HF .1 RJM - �� I "SHH 6-NON �. 8-NDN _ r 7-VM8 11-END - - \. 6-NDN 4_F 1-AEG , /. t 1-" --3- SHH _ __ 2-00A -3 EVD -FC 2-CAE 14 10-END 8 {.�� , 1-TPF 7 SLS- -SJ )a LAWN I AWN - 3-AFG- _ _11-NDN Q J - 6-F'C 8•ARE3 `- 8-NDN 2AEG 5-RJM O 3-SHH �'"�.., 0 11-SAW--, 13-ICB • �� f 1— �- 2-RDA 39 2-rC - 3-PAH w•_ r� ��. 7-BMw 0-Hso `y 4 2-AEC �.. 2-AFG - 6-MSG 4-PAH 2-ENO - I. c, • ? At (" 8 IC 12-PAH- 8-NON 1-CCF 3'SAJ 2-PAH Imly ` z 6-NOC7 i.;N ANNIJAL12-ICH 2-NON 2-SAJ 1-SJ .33-FC -/ , 3- 4' SLAC 1NNYL COATF..O _, \ ` 4 ICI CATTAIL (NORTH) 6-EFH 5-ARB CATTAIL C�, JV ! �D ARB 24 -FC -2b LFH 6-RDA m CI4AINL.IN FENCE (NORTH 20-NDN 6-MSG 6-ARB AND WEST SIDES OF 4-PAH 2-VMB U N ITS 1-�h Y L �-•-� _ - S 17-VMB 3-SHH 1-PM ; >g r � �•r>,� w � .— .,.�.r.�s w.r. —. +.r, w �� . "�.... .— .. J— 4 - - _ .__, +.r 1 NO P r-. It 1 9-f.DN 9-NDN L 28-TOE1-TPF-� 11-ICB I 5-RDA �: • _ J, fi e 6' FENCE ?-CAE 8-HSO - 5-PAN •� •, ir4-RDA ..� 3-BMW 3-RJM - g Still 49 10 ICL'4-NDC ,► 1-HM PI ANT UST: z-CAE- ._.�,.. ?. -PAH 3-HF 44 ,.Ac SYM L.1TIN NAME/ Comrtim Nome SIZE SPACING 7-END - - 1-ROA 4-VMB 6-BMW- -- ' " n -� 2 PMI 1 HM WtOUNOCOvEf7 Ar PERENNIALS - •-_- 1-TPF - I _ - —' - 1-CCF - - - 3-E , ) _ 30-FC 9-SHH 1 M EFI FI w t M 251 EFH EUTr.YMus F'OftruNEl ,)AD "HARLEVIIIN" I Q f_�GNI / A FIBS PHA 5E 11 „) 45 �. 35�A°I 40 E-� �� of 3' o c. �_ ` Harlequin Wintercreeper Fuonymus .3•PM 2-TPF 9-ICB-• E..r a 430 FC FRAGARIA CHILOENSIS I gal 3' o C. 200 NON NANDINA DOMESTICA "NANA PURPUREA" 1 Sol 2' o C -Q O I - 4-RJM - - -I -- 1-EFT 7-SAW- 2-ICB I 41 3-CAE Wild Strawberry Dwarf Purple Nondina "" -'---- -' ,'' '•r� ' 43 HF HOSTA 'FRANCEF" I got 2' o C. 94 ROA RHODODENDRON "(LORA AMATEIS" 12 15" '-' o c. 7-SAW r J � 3 SH 'L - - ( ICB " '► , Frgnces Hotta Goro Amato's Rhododendron ,' ,' -- - 74 EFH I I lrf6 l I 17' .e C,' FENCE - 4-FFH I r` 6-END- 82 HSA HE►1pROCALUS 'STELLA D'ORO" 1 gel IQ" ac 41 RJM RHODO "JEAN MARIE DE MONTAGUE" 18-21" 5' c C. 1-CAE - - r� l 1-PM 5-END 5-ICL 2-AEG Stela O'Ora Do d l�'y Joan Marie De Mcx,laque Rhododendron _ 2 PAH 12 MSG MISCANTHUS SINENSI', "GRACILUMUS" 1 gal 3' a 32 RIJ RHOOOhENDRON "UNIQU!'" 18-21" 5' r),C. •- — - ,3_HFH 2 CK 2-AEG I 7_I )H- Maiden f.ulalio Gross Unique Rhododendron - — — — 4_END 1-TPF- A , 83 PAW PENNI!S,ETL►M ALOPECIJRGIDES "HAMGLN" 1 got 2' o c. 92 SAW SPIRAEA X 13UM 'ANTI1 NdY WATERER" 1 got 3' a.a. 0- b-PAH Homeln Dwarf Fountain Gross Anthony Waterer Spireo T- CAE 5` 47 W ' 6r FF1J(A 55 PM POLYSTICHIJM MIJNITUM 1 Sol 30" o c 84 SHH SARCOCOCCA HOOKFRANA HUMILIS 2 gal 2' a.C. I L � 9000- 4-RDA � Sword Fern Himalayan Sweet How 3-PAH F`11', -�3yFM 34 SAJ SFOOM "AUrOMN X)Y" 1 gill 7' o c 28 TOF THUJA OCCIDENTALIS "SMARAJ)" 4 3' e.g. 9-END - -- -- - 3_:,dst� - 1-AC ;;p p LAVPV 5-SAW0) Autumn ,soy Serlum Emerald Green Arborvitae 3-RJM — b �/' d 2i SLS STACHYS LANTANA "SILVER CARPET" t gal. 18" oc. 11 vC VIBURNUM L1AV1Un 2 53 1-HF 4� - C Iy' 6•END m ► gal 3' a C -ARES 15-H50- Lu Lomb's Ea David Viburnum 125 VMS VINCA MINOR 'HOWL FS" 1 got 3' o e 6-RCA 6-BMW �jDlij'; TREES 6 SHH 4-PAH- �► VM6 15-HSO ► ^ 1 •�tc' .' Blue Dwarf Periwinkle 8-SAW'T_ z_r;J A 8-RDA 6-NDC 10 AC ACER CIRCINATUM S 7• As shown I 7-ICB 3-AEG I - r--7-PAH - 5HRUSS Vine Mople (Min 4 Stem) 3 1'PF-- 3-AEG 7-SAW 45 Af..(, ASF I iA c'.RANU "f_OWARO GOIJCNE R" S gel 4' n C 3', ARB AGER R�,ISRUM "BOWHALL" 2" col As Shawn 1-AC—\[, Edwd Coucher Abelia Bowholl Red Mhple ci 0 92 HMW Ruy"S MICROPHYLLA -WINTER GEM" 2 gal 3' a.C. 3 8,1 BETULA JAOUEMONTII 2" col As shown ~ 24-NUN r winier Gem Littleleel Bellwood Jocquemonll Birch , ANNUAL 7 BSG BIJXUS SEu:aEPIARENS -GRAHAM BLANDY" 2 got 2' o.c. E. CCF CERCIS CANADENSIS "FOREST PANSY" 2" cal As shown rc� ��i �..� Ix — -- "- -' -" (,!oharri Rlondy Dwarf Bow-mood Forest Pansy Canadian Redbud ...- 3d CAE CN?NU5 AI-8A "ARGENTFO-MARGINA?A" 5 gal 5' p c 5 CJ CERCIUIPHYLLUM JAPONICUM 2" col As shown Flegant,ssima Doqwood Katsuro Tree "•- 4 -RJM 22 CSI CORNUS SFRICt.A `ISANn" 3 got. 4' a c 2 CK CORNUS KOUSA 2" cal As shown Isonti Redosie► Dogwood Chinese Koosa Dogwo:,d 6' FENCE 9 DOA. DAPHNE :W)ORA "AUREO-MARCINA.A' 2 gal 4' oc 9 CLE CUPRFSSOCYPARIS LEY "EMERALD ISLE" 6- As shown 6' FENCE 22-EFH Aureo m,rginuta winter Daphne Emerald Isle LeylGnd Cypress I .� 7-PPP -J ......... N, 1-CaE - 21-EFH 19 EF 1 (.UONYMUS FORT "IW)Ry JADE" 2 gal, 3' o C 6 CN COR JS NUTTALLII 2" r.at As shown I 2-ARB 21-EFHf,_-_ - Itory Jade Euonymus Pacific Dogwood 9 ICB-' '// w 120 END ESCALLONIA "NEW1$ORT DWARF- 2 gal 3' o c 7 FOR FRAXINUS OXYCARPA "RAYWCOD" 2" cal As shown Raywood ash O �LNewport Dworf Fscallonio 9 HM HYDRANGEA MACROPHYLLA "NIKKO RLLIF" 3 gc.I 4' a c 7 FPP FRAXINUS PENN "PATMORE' 2" c.a, As shown 0 Nikko Blue Biyleof Hydrangea Patmore Ash SA �ANVO / REEK DRIVE UJ 14F ICS ILEX CORNUYA "BERRIES JU8ILLF" 5 gel 4' r•.; 11 PCC PYRUS CALLERYANA "CHANTICLEER' 2" Col As shown _ - _� 1 '� Rerrie! JNATA Chinese Hall Chanticleer lowering Pear --� ( 14 ^ 36 ICH ILEX CRENAU HEI'.ERI" 2 got 30" o.t '0 Pt!S NRUMUS . HILLIERI "SPIRE_'• 2" col As shown -- - Hellei's Japanese Holly Spire Cherry Z - r) Sb NDC NANOINA DOMESTICA "COMPACTA" 2 3' o c 10 Si STYRAX JAFONICUS 2" cal As shown Compact Nor +dino Japanese Snowbell --��__ 0 23 TPF THU.11 PLICATA "FASTIGIATA" -7' As shown LAPVD��AP�" PLAN �` 6 — `� �QIF Hogo Cedar SCALE 1 " 20,—0" 0 J Contractor is to verify oil plant quantities Adjust plontingg in the field as necessary 3 Project is to be Irrigated with an outc matic, underground irrigation system n.,Tr 10 4 All plants are to be fully foliaged, .well branched and true to form 5r At l /1/P� PROs NO 5 Aad 3/4" minus grovel under the deck !.,verhongs at units 1-7, 19, 20, 29-39, and 49-53 NOTED 200315 ORAM4 CHECKED JMT JLO IINFE T NO Bonita Rd 780 I_ PI.M2O04_00F►(►5 24 tit 25 �. ti awlrna�. r, _„. .... - ,....-. _-_.,....<._-.-.-- .._.____.._.--".......... .. _. _ ..-..._._._ __._. ....-... f-rr ._. ........_.:..... .., ._-. ._..-_.._.-.....-...-•w..... -. .. .. �rilrll,I, ,1�Wik. `,� !' »:' �;, ':..[.,.. LEGIBILITY STRIP C lII1 IIII�IJ 11l��IIII�,III� III�IIII�IIII{IIII�itI1�IlII�IIII�III1�IHt�IIIt�Illl II�I�IIIi IIII�I I��III) 111/1111 � ��!111 IIII�IIU I111j1i1 fil�llu Illl�llll 111/1111 llft�llll Itiljltlllli I�Illt Ilil�ll 1111111 1fd11 Jill�1i _. - a © �� IO 11 12 1�3 I I�� I�'P (�15 1410 2�1 2�2 2�� 4 ? 1a 2 _5 26 c7 28 2 30 A 4' H3NI a 1Ot r4' 1 l I' t I +�b► ki�Nbki 1.11, c, l.1J Oz p II 1 II .wr i `,r[ 411 - yY ,