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COVER SHEET 0100
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GENERAL NOTES C101
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11oN EXISTING COND17IONS do DEMO PAWN C102 } ' V
817E PLAN C200 —o•
NG & EROSION CON IROL PLAN 0300
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EROSION CONTROL NOTES dt DETAILS 0301
OOMPOSITE U11UTY PLAN 0400 I ;
SITE DETAILS C500
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MY A)LDN% LLC 7010 SW HERMOSO WAY DATUM: CITY OF 710AR0 __.��•._ FIM LINE
KEVIN W. LUIBY, MANAGING MEMBER r"RD, OR -- -- -- -- - DITCH CENTERLIIE FNS HYDRANT
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7350 SW HUNZIKER STREE I SUITE 206 BENCHMARK: FOUND BRASS DISK IN Cults AT -t 00• Oa�ITOUR - 6' INTERVAL 11GA0t0, OR 07223 'INE SOUTHEAST CORNER OF SW 72N0Q W1TER VALVE HOUBZ STRUC111RE
c, _._ _._. CONTOUR _ 1' INTERVAL ® WATER mETER
PFIONE: (003) d�D-334Z � CITE AVENUE AND
ENDO �THE CU l�RE1�UlAlN. � �,-�--.- s�� .
FAX: xr003) 620-
CONTAC'�: KEVIN W. LUBY CUM _.�• ....._-_.-_ GAS LINE O SANITARY !E1'R MANHOLE
TOTAL SITE: 7,161 SF (0.96 ACRES) BENCHMARK NO. 252 - ry ry �...
UN9EROROUIdD CABLE ® SANITARY StIR MIIIBIOLE
WWI
ELEVATION m =84POMBR � CATCHBASIN FOUIND ALUM" OAP AS NOM
&- =UcAM's
AC 7,161 SF NOTE: THE TIGARD VERTICAL. NETWORK IS SANITARY SEWER 0 FOM IRON PIP[ AS NOTED �
w[aTLAKE CONSL LTANT'S, INC. BASED
CAL�DA�TE N 11A, 1aGEODETIC KOM TED
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PApFIC
CORPORATE CENTER
10115 S.W. K"A PARKWAY, �Aa COMPATIBLE WITH( - '� TH WASHINGTON COUNTY, SPIE iEl�PF10tlE
SUITE 150 10AND, OREGON 07224 OREGON STATE HIGHWAY OEPARTM6NT AND WATER
PHON0 (503) 684-0052 THE U& ARMY CORPS OF ENOMIEtRRS.
&MEWL OREGON LAW IEOUIRES YOU TO MLLOWM RULES FAX (503) 624-0157
ADOPTED BY THE OREGON UTRJTY NOTIFICATION CENTER. THOSE RULES CONTACT: LEX LEIGHTON, AICD TOTAL SITE: 14,676 SF (0.34 AGES)
ARE SET FORM IN OAR 952-OM-COO THROUGH OAR 053-001-0000.
YOU MAY OBTAIN COPES 9F TIES[ RULES BY CAUJNO THE CENTER. 3,671 Sr
• ,2 �� --- --------- RO'W/MROPlIR1Y UNE 0 SANITARY Sf�RR MAiiN�IOLE �
(NOTE. THE TELEPHONE NUMIM FOR THE OREOC4 UTIUTY NOTIFICATION
CENTER It (543) 232-1087). � 0 8W/DW/CONC• PAD: 2,613 OF M.U.E. - MIXED uSE EMPLAYMENT ---------- �C UnUTY EASEMENTO SM� MSE aT1KET UGHT
——— — CENTER UNE
UMLITY STAMEML THE UNDEROROUNO uT1UTIEa SHOWN ARE 111CMAKE CONSULTANTS, INC. 11,007 IF CURB CATCH BASIN CONSTRUCTKIN ENI RANOI
PAaPER n MD MARKINGS AND RECORD DRAWINGS PROVIDED BY THE 19115 c CORPORATE CENTER � p WAM GATE VALVE
1011• S.W. SEOuOIA PARKWAY � AL jTFSE CONTOUR UNE - 5' MITORVAL
REIPECTiVE UTIJTY AOENCIM LOCATION OF NON OWWABLE AND/OR SUITE 15o TIGARD, OREGON i72Z4
UNDERmmm U11um ARE SHOWN FOR MIFORMIATION ONLY AND ARE PI`RM (5" 604-OW SbEWALX
TOTAL SITE: 13,7x" OF (0.32 ACRE'S) "—""_"I�- SANITARY KN� 1 INTt'RVAL a,,,0 �E WATER METER 9" (711') ,,;
NOT OUARANTIEED 10 BE OOMPU�TE OR ACCURATE. FAxs _s 6Z4-0167 FIRE HYDRANT Z
CONTAO. PAT TORTORA, PE =MIAJQTA1j 5,665 OF STORM aENRIt MMM SANITARY SEINER MANHOLE
UTILITY 11ERIFICA71d11: CONTRACTOR SHALL POTHOLE TO VERIFY Or WNAM UK ■ RIP RM !1M MM STORM MANHOLE SHEET
LAC.ATION OF ALL UNOL.l:amm UTIUT1Ea PRIOR TO COMMENCING IDOST. CONC. PAD: 540 Or 9 0 0 SEDIMENT FENOE
OONSTRUCTION AND SHALL PROVIDE wzunA= OOIIBOI�lAN'!!, OIC. WEW SIDEWALK: ON SF INLET PK:+'1ECTKIN
LET
72-HOURS NOTICE OF ANY POTENTIAL CONFUCTIL NEW CURB, PARKMIO: 39173 SF 11REE PROTECTION FD�ICE MEET TREE CATCFULDH
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I. ALL WORK SMALL BE IN ACCORDANCE WITH THE APPUCARLE REGULJITKINS{ SPECJFK:ATIO 4 OODES, AND REOUMlEIMON78 1. TINS GRABBING POUT NI NOT TO BE CONl1AVAD AS FINAL APPRMAL, OF SITE GRA EN
DASAWMT OR STRUCT MAL FILL WORKS 1. ALL WNORK M CLAM IN *HESE CONSTRUCTKIII DOOUMENTS WALL OONFORM TO WI 2003
OF CITY OF TIGAN ARD. CLEWATER SERVICES R&O 07-20, THE OREGON ! ATE PU*AI NG SPECIALTY CCDL �.ND 2007 IT MEIKLY PRO AM FOR INITIATKIW OF WAWA AND IS SUBJECT TO CHMME 100040 CIAPWNAL CSF 'NINE RNT,NIt UNIFORM PLUMBING 000E AS ANDA MD BY THE :TATE OF OREM.
OREGON iTRLICTURAL SPECIALTY COOS. OON5111UOTION-4EVELA1PM9NT PLAN SET.
L ALL KW11111 PIP[ NHlN.L t 'OIII1 r0 ASTM 03034, O1R35,, �
L THE CONTRACTOR !HALL POWOIMd ALL WORK NECESSARY TO COIMPLEIL THIS PROJECT NN ACCORDANCE WITH THE L SPIEADI O OF MUD OR DOOMS UPON A-NY PiKO BROAD, 18 PROHISIND. THE CITU MAY 91110!]& STOPPiW of WaMc TO EFFECT
PLAN! NCLA NO WC H INCIDENTAL! AS MAY BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND CORRECTIVE AC110N, AT ANY TIMI. 3. ALL SEMRR 711 ARE TO K W43 UNLESS orrdpWMK NOTED.
OTHERS AS NECESSARY TO PROVIDE A COMPUTED PROJECT. CONTROL.CROSION L SAMILL MUS'! K COM�PACIED TO A DENSITY W BION PER AASHTO T-99 IN PAVO CO
3. t1OPP1 VYMK OF ilM 70 UMT DUST
� ANY � M I AT ALL TM�IES. r�1E OIYY MAY q�►,i AL FILL MEAS. I�NIM COMPACRON IN VNPAVW OR NOMI-$7RUC7JRAL FILL AREAS
is sm
L THE CONTRACTOR SHALL HAVE APPROPRIATE PEJlMITS BEFORE NKiflK ON WENS PROJECT.
4► 7K O NINAC70R SMALL KW AN APPROVED SET OF PLAN! WITH ALL APPROVED KVIOIONS ON THE PROJECT SITE AT 4. DMBWNKMDNTS OR rAJ.S FOR ROADWIMAY OCINSTRuermN OR FILLS 70 K oYJNSft1C' `JJ :Ni RIANJU LOT! SHALL K L NOTIFY CITY W 710AIW1 MICR 4I4ft PRIOR TO POWoRIfSNG ANY WOW
ALL TAME M. ANY CHANGE! SHALL BE DESIGNED BY THE ENGINEER& AND SUIMMTTED TO AO!l M FOR APPROVAL OONST11UCTLD FROM OWAVA79D Mll4'011ALIS MMPTABI.E TO " SOILS E*11NLR AND BULL Fit WOUIMT TO GRADE IN LIFTS � f
NOT TO EXCEED r LOW MKAIWL EACH LIFT SHALL KE COMPACTED TO 90 O OF WAIAUIUM I)ENIATY AA OITAWAD sy S. Kl IMT:WAZAM
NOLL BE wo m IN AOp�ANa WITH m 2003 I NFM
THE
L CONTRACTOR SMAU PROTECT AND MAINTAIN ALL 00STIN�NG U71LJM ON THIS 97L ANY DAMAGE TO EXISTING AASTIHO T-150 OQMMPACTION TGT AILD ON WgTHII 3' OF SLI80RADE. PLLMM N MY MME STAT! W 011112 N. o
UTILITIES,, WIHETMHER SHOWIN OR HOT ON THIS DRAWMMO, SHALL BE REPAIRED / REPLACED AT THE CONTRACTOR'S
OPO4L EXISYMNA SURFACE FEATURES AND FENCING SHALT. KE REPLACED IN KIND, UNLESS OTHERWISE NOTED ON THE L STRUCTURAL FILLS SMALL OOMPI.0 WNTH APPENDIX J Of THE a007 OREGON IPECIN rt =L OONSI UCTi3ON ON on'f NG SLOPE! 7. ALL MMHM LIK QL4MNOLIT L10% FRAME AIB GRAMS TO BE FLNJ'SM VAIN FINISH GRADE.
PLAN!. GKATR THAN P'I SHN.L K ACH09D BY WOW) IN70 THE OMl6''WO LAW A INVAM OF TW FO,T• IF TME BENCH EXPOSE&
SAND SOIL AN UND011DRAF/A MUST' K PROVIM. 741 UNIMKDRAIN Or REQUIRED ''0MKi /IE1 K siONSTRUCMIJ) 'BY LAYING ~A)V&
L THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK. INCLUDING P0'MC'1JNG. ENTER FABNK'., t0U1V�.l.!►i/Y TOEIOOOIi OW 125M NuONO THE 19pTM1 OF 7w �VAItiINCH. MAMLAOII,O A SIX INCH LATER
OF yf - 3/4 DRAJ% ROAK AND DALLY 00VVWJ THE DRAIN PC= WIN TIN.' I NVOVIN F1L11Z1R FAYM SUCCESSIVE SIDK 5
�It�IOM
7. THE 0087ENCE AND APPA7E KNOW
L04ATKIN OF N UTILITIES OR lTRWTURES SHOWN ON 'MESE MM:l M WITH VtIRnrA,. FkL 19-11M Two TO FIV► FIMT AMD KF_ COMWACMD 'M LJ►h1RRI hOT Thi KNOW NNGMES.
DRAWINGS WERE DEIEF NNED BY A SEARCIM OF AVAILABLE PUMLNC k OiDS. THE LOCAZIONS AND DEPTH! OF THESEEACH I-NNCH LAYER ,HALL R 1CMF
O ''AL`ND TO A MNNIMLMM OF 40 PERCENT AASH V) T-180 DENSITY, 1W FILL rim SHALL NOT �
UTILITIES ARE FROM THESE RMOM AND ARE SHOWN FOR THE CONVENIENCE OF THE COHYRACTOIR. NO t Cfrrrt
1:11 AT 0,0t. NU ROCK 04 8111 IR MATZMAL SING A 1244CH DNAMETOR SHALT. BE ALLOWKD IN 'ME
REIPOWSMIUTY 13 ASSUMED BY IEP MER THE OW IR OR THE ENOINEER FOR ACCURACY OR COMPLETENESS.
L THE tKOTEOHFNCAL DNGIEER /Tit 971WCTLX& FRU. SMALL K NOTIF0 24 MWS Mi ADVAN14 WY VIE CONTRACT,*% OF STAJR7114W
L CONTRACTOR TO NOTIFY CITY. COUNTY. AND ALL UTILITY COMPANIES A MINIMUM OF 40 HOUR! (2 BUSINESS DAYS) KoiOHWORIK TO 0E710I" THE N90 FOR AN UNIMRI RAIN LAAM AVO TO V0Wf OUTING CAINDITIOIMh
PRIOR TO START OF CONSTRUCT" BY CAWNG 'ONE CAW AT 248-9699 OR 1-000-332-2344 AND ALL OTHER
APPUCAKE AGENCIES. AND SHALL COMPLY WITH ALL OTHER REQUIREMIEN73 OF OAR 962-001-0910 THROUGH OAR 7. THE CITY !HALL KE PROVIDED WITH A COPY OF TIMI; GEUT9OMNICAL NIWIfrM" F�NT.PCRT/RL'COIMMENOATION C WAM
962-001-0090.
L or SPPOW OR GROUND WATER ARE LOYJOUNTEMD LIURINO WA87RUCT'rON. THE (ANTRAC•MIR SMALL 04017rY MARK OS AND OVAL
L AFTER LOCATES ARE REQUESTED AND UTILITY COMPANIES HAVE PROVIDED LOCATES, CONTRACTOR SHALL POTHOU TO ENOI IM OF THE CONDIIIOMS FOUND MID COORDMNAN HIS ACTIVIVAS IN A MANNER THAT WILL A JXl 74 DWMW TIME TO
THE DEPTH OF THE PROPOOf.D UTILITY TO VERIFY LOCATION OF ALL UNDMOROUND U7KJT1ES PRIOR TO COMMENCING REVIEW THE SITUA91ON AND PWME A PIAN TO PROPERLY GMITIOATC THE WATER ENOOUNTOIED,
CONSTRUCTION AND PROVIDE WESTL AKE CONSULTANTS INC. AND THE APPROPRIATE INSPECTOR, 72 HOURS NOTICE OF W
ANY POTENTIAL CCNFUCTS. 4. THE CONTRACTOR SHALL HAVE THE SOIL! DWINEER TAX[ COMPACTION TESL A WhOMJM OF TMMLI =U WILL K PWJM FOR
ICL CONTRACTOR SHALL BE FOR M RELOCATION OF BURIED AND OVERHEAD UTILITIES. EACH a FEET OF FILL
0. 'A
to EXCAVATOR MUST COMPLY WITH ORS 757.841 THRO.MIMN 757.871 (UTWUTf FIRM-NO'AFICATION.
11. THE CONTRACTOR !HALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGIINNG CONSTMUMw710N.
11. PROJDCT GRADING LIM 72 SHALT. BE ALL PROPERTY LJIfEr AND 10P. M1FAOHT-or-WAY, UNLESS OTHR'RWWj
1L ALL W-PINO LITE CONDITKIIN3 AND ELEVATIONS SHOWN ON THIS PLAN ARE FROM AS-BUILT DRAWINGS AND A SURVEY 5110MNN ON THE GRADMJO PLJW. THE WINDM1W OF MEANING LIMITS *UdJ, ELLE OLEMLY FLAGGED Of THE
COIMPUTED BY WESTLAKE CONSULTANTS PIC. THE CONTRACTOR SHALL VISIT THE 517E AND VERIFY ALL EXISTING FIELD PRIOR 70 CONSMRUCTION. NO DISTLr704W. K MOND THE FLAWA1% #xEAN 0 LIMITS SHALL BE
CON'.JITIONS AND ELEVA7I0114 TO HIS OR HER SATISFACIM. PERMITTED. FLAGGING SHALL BE MAIONTAMM BY TYLE CONTRACTOR FOR 7m DURATY.W,, OF Ct'lINSTAR VnON.
11 ANY A.b1ERATION OR VARIANCE FROOM THESE PLANS, EXCEPT MINOR FIELD ADAISTMTS NEEDED TWD MEET DOSIINO1L OEOROIINyCAI Eilt��IIKIl1t SHALL SE CONT/ACTED AT IMM[ OF 0011'IT1lUCTION FOR IKOOMmNpAil01�IL 0
FV-J CONDITIONS, SHALL FIRS' BE APPROVED BY THE APPLICABLE AGENCY 1lF�1lEKMITA71VE AND THE ENGINEER.
14 ANY OONSTRUC1KkN OKSF.�tVAT10N 0Y THE CITY OR THE F.NOI1EE1t, SHALL NOT, B ANY WAY, RELIEVE THE CONTRACTOR 13. 87RAIOHT GRADE! SHALL BE RUN KETWI .' ALL FINISH GRADE EI.EVAW4YAS AND/OR FINISH CMTOUR LM
FROM ANY OMLIOATM M PERFORIN THIS WONX IN STRICT COMPLIANCE WITH THE APPUCABLE CODE! AND AGENCY Gam• UNLESS OTHERWISE NOTED. 0
14. ALL PItOPOW LFLEVA1010 94MSHALL ISE CONMOERED r0 BE %MNISIM SURFACE ELEVATIONS, Mq,JNONNO 0Z
1L APPROVED EROLMGH CONTROL MEASURES SHALL BE TAKEN. THE CONTRACTOR SHALL. PROVIDE ALL MATERIAL. REPLACEMENT OF STRIPPINGS, UItf= OTHITRWISE NOTED. Z
EQUIPMENT, AND PERSONNEL NECE3lARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. AWY DAMAGE CAUSED 18. ALL MEA! OF AALY TO BE SIRIPPEO OF AU TC3f�SOIL AND ORGANIC MATERIAt.lI, AND
MY EROSION SMALL BE OORAECTE'D BY THE COMPACTOR. REPLACED IJIM COMPLETION CIF S'TRL'K3TUNtAL OftADMNG AS D'ARECTILD. 4
18. DEMOiI110N WOWSHALL INCLUDE REAMO'VAL OF All STUMP! AND VEGETATION DEBRIS. CONFORMANCE WITH ALL
REGULATIONS AM PEIRMMTTN!@ REGUME.MENTS FOR SUCH WORK SHALL BE THE RESPONNWTY OF THE CONTRACTOR. 1L THE REMOVAL ARID DISPOSAL OF UNSUITABLE IMATUAAL SHALL KE DONE. IN CONSULTA'AON WITH 3K Q
OEOTICH LAICAL DIONNEER. ,
17. ALL, OPEN CUTTING OF EXI5700 STREETS SHALL BE PA7U4ED WITH A.C.. COLD (TEMPORARY) OR HOT MIX, AT THE
CI OF EACH WORK DAY. 7VE34CMMESi !HALL NOT BE LEFT 'OPEN OVERNIGHT. 17. ALL CUT OR FILL SLOPE! SHALL BE CONSTRUCTO AT NO S 1EEP/JR THIA TWO (2) HORIZONTAL M ONE
1L ALL TRAFFIC CO1N7M SHALL BE PERF-1 - IN ACCORDANCE WITH THE LATEST' EDITION OF THE MANUAL, OF UNIFCMlMM (1) VERTICAL, UNLESS AUTMIORIZED BY THE SONG 090M. L�
MRAFl�IC CONTROL DEVICES (MIUTCD) AS MODIFEO BY THE OREGON SUPPL.EIAENTS. 1L CONTRACTOR TO HAV[ SUFFIMT NUMBER OF COMPACTION TEST'S PERFORMED TO MEET TNI: CITY OF 710A1RD
RECK-N r MLNTS AT THE E POM 70ST& SMALL KE PRFWCRIMED BY A QUAI.IFI-D TESTING AGENCY AND f.[
1L PROVIDE 10-GAR TRACER WIRE FOR ALL NONMETALLIC UHDORaROU%9 STtiRM DRAINS, WATERLINES, AND SANITARY W RITIM REMLYS SMALL KE PROVIDED TO BOTH THE DWINEE/ AND THE CITY OF 71CARD SHOULD COMPACTION
K EI REpUMREMEINTS NOT BE MET, CONTRACTOR SHALL RE-COMPACT THE FILL AND PAY ALL ADDITIONAL TESTING 008!i
29 ALL PIPE BEDDING SMALL CIE 3/4" - Cr CR!lSMIED ROCK FROM A MINIMUM 4' BELOW THE BOTTOM OF THE PIPE TO 14• THE CONTRACTOR SHALL BE FOR ADJJSTING ALL CATCJMM BASINS, C,a.F,AN0UT3, VAULTS, ETiC. THAT
TINE SPRING LUNE FOR PIPE SMALLER THAN 1.r DIAMETER, AND I' MINIMUM FOR 10' DIAMETER OR LARGER. TRENCH ARE AFFECTED BY OMMOC71ON AND/OR FILL TO FWAN GRADE. STORM DRAFA INLET STRUC"AJRES
SACOILL SMALL BE AS NOTED IN THE TRENM DACKFILI. DETAIL. STRUCTURES SHALL KE ADJUSTED 90 WATER FLOWS MATO THE STRUCTURE VNI CUT PONDWJ WATER.
Ii. A POE-OORf97R11C71001 MEETING OS REQUIRED LITH ALL INSPECTORS . -W TO STARTING ANY WORK. 20. ALL DIRT WON.! FROM 3IREEI PUNIC UTILITY. Ft'iMATION, AND DRIVEWAY CONSTRUCTION SHALL
K OIS�OBtD W. HANDLED, OR STORED OUTSIDE THE DRIP LIN[! OF IK REMAINING TREES. }.
2L CONTRACTOR Z' LOCATE All D0STMIG PROPOM MONUMENTS "MDR TO CONSTRUCTION. ANY MONUMENTS DIlT1,IR@ED >
DURING CONSTRUCTION OF rfO PROJECT MALL BE (REPLACED DY A REGIITEIRED LAND SURVEYOR AT THE ALL WET wEATI4ER CONSTRUCTION MEASLOU SHALL BE IMPLEMENIM AS DIRECT9D BY THE OEOTECM LAICAL
CONTRACTOn E d4Dd . ENGINER IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDL V
23r ATTENTIO 6 OREGON LAw REcum YOU TO FOLIAW RINE , ADOP1m MY THE OREGON uTIUTY NOTIFICATION CENTER. S• ASPHALT CONCRETE PAVEMENT MIX SHALL BE DESIGNED FROM A MIX FORMULA APPIROVED BY THE CITY FOR
'TFIOME RULES ARE SET FORTH IN OAR EU-001-MO 1F OUGH OAR 062-001-0010. YOU MAY OBTAIN COPIES OF MATERIAL USED. CONTRACTOR SMALL PROVIDE ENaINW AND CITY WITH CDRTIFICATE OF COMPLIANCE
TFIESE RULE! By CALLING THE CENTER. (NOTE: IME TELEPMNONE N MMSR'R FOR THE QMW N U11LIT Y NOTIFICATION FROM ASPHALT PAVEMENT UNLESS OTMERWIK INDICATED.
CENTER O (803) 232-19e7.) 23„ THE ASPHALT CONCRETE PAVEMISNT MMX SHALL KE COMPACTED POR THE CITY OF TIGARD PUBLIC WORKS M
IREO-I. T'&. CONTRACTOR SHALL SUBMIT TEST RESULTS TO THE ENGINEER AND CITY.
C-MC-PAC'TM T®xp
PILL,i. LOT 11�19C.
HEST M KIMOO IROQUIRED TO DETtRMIK MAXIMUM OONNM T-180 1. ELECT144AL, IELEPMONE. OAS, AND T.V. SFIRVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH W. APPROPRIATE UTILITY
FNtM"CY OF DDiSITY TE=1IN0 IN LOM t LI''MWZ 3 TEST FOR EACH 2 FEET OF FILL COMPANY.
2. Im - As"�eNr. L UTILITY MR W01 AMIE TO K DUGt UTILITY CONDUIT IS TO BE RAM UTILITY TREMM AMIE TO BE 9AWILIm VAULTS ARE
MMAM PERIZN I COMPACTION IKOUMKDt SOI BELOW Y OF SUBORADL 45R W rM 3' OF S IMGRAK TO BE INSTALLED AND MWORMOR PADS ARE TO BE POURED BY Wk CONTRACTOR PER ELEt/TRICAI. iFA9 k GAS AM T.V.
IRT IK1M'DO ISD TO DENIN K MAW N MIS!" T-90 OR T-190 SRVICE PLANS AND STANDARD SPECIFICATIONS.
FRRLmNO'Y W OR NSITY WESTING cr OrNANKMENT: r LIFTS 3 TESIIZ FOR LOCH a' OT prAMMIMESNT
,3. a= rAm I'WI - anaw .
IMMNIMLdY� MN001T OOIMPACTION IKOUM� 49IR
PRC�IT COMPACTION IKI JNM TO WHAT DEPTH SELAw SUvoADLs 1 FOOT gT � � �.
TGT A>KTH00 11111011KD TO DETOMMIK MAIaMLMM OQNMTIR AA1HT0 T-9111OW vm
FRDOUDICY OF DENSITY WESTING 0F' SUBORADL AS HMO
L BSD SEC1�1 -
1�EQ41W um
1. ALL WORT( INCLUDED IN THESE CONSTRUCTION DOCUMENTS SHALL CONFORM TWO THE 2003 UNIFORM PLUMBING CODE AS AMENDED
MNIMLMM PRCENT COMPACTION 11E0talm 48R BY THE SITAME OF ORIEM.
BEST MIErd= NNW TO DETIIMMIK MAISIMLMM MOTYt =0 TM 109 OR T-91
FIK+OtIONOY OF O1DiOTY NSTW Or AOOKGAN SASEs AS 101=90 I. ALL SDRAIN MINECTICNS ARE 70 K TEES UNLESS OTHRW K NOW. I
L am MG - Amm"T rte. L ALL RAIN DRAINS OR FOOTING DRAINS SHALL K PIPED OR CONNECTED TO A DRAINAGE SYSTEM. DRAINAGE KLMOUTS SHALL K
M1IcIMUMPOICE'NT COMPACTION RRUMRt . OU PACED IN CURBING FOR TOOK LATS ONLY INDICATED ON THE PLANS, KOCKOUTS ME TO BE LOCATED 5 FEET FROM PROPERTY �
1ST MK1MIOD REQUIRED To o wum MAXI w oENlMT1rh Dow TM 308 LINES.
FISiL ME OF DENSITY lE POT 01 A m air
BASLs 8 WEST! MNNIMLMM AVRAGj OENSTY 4. ALL STORM KIVU PIK SHALL K INSTALUD WITH WANRTKLFIT' JOINTS IN EASEMENT MEAS.
FULL TIME INSPECTION OR SPOT OIMEcwNO O► oOMPACTIONt SPOT
1. L &TORI SK1101 IPE. UNLESS OTIHRWIK NOTED ON PLANS, SHALL K PVC PER ASTM 0-3034 (SDR 35).
MINIMUM POMM COMPACTION REQUMILD FOR PSE ZONE. SODS L IIACKFILL MUST BE OOMP ACTED M A DENSITY OF SIN PER AASHTO T-44 IN PAVED AIR SMCMURAL FILL AREAL MINIMUM
1190M POW OOMPACIIOH RKQJWM ABOVE PIPE ZOW ON OOINPACTION IN UNPAV0 OR NON-STRUCTURAL FILL AREAS IS on
1ST IMEMHOD RWUI ED To OETLIum MAXIM m oENSIMIR T-M
oNFORIT Ammo NT FOR PM NO 7. STORM DRAIN LINES SHALL K WHITE IN COLOR AND TESTED AOOORIDW To THE REOUNIEMmNTS OF TIME CLEAN WATER KRm=
0 0110PUK Af t 80R TKSMO SHALL BE PERFORM M AFTER OONSTRUOTION 18 OOIMPLE%D MNOLi.oma BACKFILLING AND ODIMPAC110N OF BASE ROOK.
THE DVU MM MT AS DEBCRI C IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL - OREM QHAPN R K 1190UMM.
ALL SM>DIlIM KHMER LINES WILL BE THOROUGHLY CLEANED PAM To DOING ANY TESINNO OR VIM TAPING.
IRI RITNIB INLIaiAR OALIK, TOO AVIIBS 9 E 0 SIZE, 11K �B AT MONX ANBL'M 10 L THE END! OF STORIM DRAMA IMMIX A70MW OR PIPE STUBS SHALL BE MARKED WITH A CIE P W I .? MARKER EXMLNOING
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DM THE ORAMAIW SYSTEM OR VIOLATE APPLIMU NATER "AMDAIM TO AVOID UK CF J011NTS. OM JOINTS AM 1NMMARY FILTER CLOTH SHALL K SPLICED TCWrrM
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PIE �AMMiNO OPORAiIaN SHALL NOT !LEIS! SEDIMENT LADEN wA1ER INTO TEE S1rs1Or1. LEAST DULY DULLING PROLONGED RAINFALL ANY REQS IWlAMS MALL K MiAOE
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PEIESTiM TILE FLAGWI MALL K MOITAINED BY TME CONTRACTOR FOR TME ouRArm CF M R swowft 75 TENSE SiNENo1Ms 'o bf IN1OMroaMZ '' VVI '�'IN11>w U
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12. THE CONiRACTOiR SHALL PROIM SITE WATERING AS NiK'IMARY TO ItEDUCE ISMO EROSION OF SOH. FiMIES. ovarLow► '
2%Sw4 RIUNO! HOOKS
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PLANT LIST:
0 ,S, Y�M. _ LATIN NAMEZ Common Name SIZE SPACING
OROUNDCOVER & PERENNIALS
204 RCE RUBUS CALCYNOIDES "EMERALD CARPET" 1 pal. 3' a.c.
Emerald Carpet Bramble
27 ROP ROSMARINUS OFF'ICINALIS "PROSTRATUS gal. 2' a.c.
Prostrate Rosemary
C.�
SHRUBS BVI VVA
7 EJG EUONYMUS JAPONICA "ORANDIFOLIUS" d gal. 3' a.c. II
Japanese Euonymu• II
46 EJS EUONYMUS JAPONICA "SILVER PRINCESS 2 gal. 3' a.c. II
Silver Prince@• Japanese Euonymu• II
27 NDF NANDINA DOMESTICA "FIREPOWER" 1 gal. 32 o.c.
Firepower Nandlna
1 PJM PIERIS JAPONICA "MOUNTAIN FIRE" 1e" ht. 4' a.c. O 40 -RCE -
Mountain Fire Pleri: 4 N D F
• VD VIBURNUM DAVIDII 2 gal. 3' o.c. 4 —E J S
Duvid Viburnum \\ �,�'% ' ' !/' �'�',';;��,
' � ITREES � ` '.',' IV .. � .. ' .0 � �'� '
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3 CKT CORNUS KOUSA "TRICOLOR" 6-7' ht. As shownNow�1 �' • �� • • ,
Trloolor Flowering Dogwood , , , , ,OF
b ZSV ZELKOVA SERRATA 'VILLAGE GREEN' 3" cal. As shown 0; ''' ' • vo ' /'
VNlage Green Zelkova ', •, •
4 • • •
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LAWN - '
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