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<br />Grading Key Notes OA Grading Legend Grading Notes cannnm G o ad ara a
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<br />A III FENCE E]ILSRNO 1. LOCARONS AND ELEVATIONS OF EX WG TpYXX2 Y AND Ur/UT/ES AS SHOXN ON MIS
<br />ROCK IWOXCHCONS�CRQV ENTRANCE PRWERTY LINE PLAN ARE APPROXIMAI£. CONTR.9cI SNAIL FIELD WNIFY SIZE CONDITIONS AND
<br />' - C INLET PRO]£CRW --980-- - INDEX CONJONR UWTY LOCARONS PRION TO EXCAVAIILXN/CONSTRLNRON. RTE ENGINEETL SNAIL W
<br />ry D DOW SPWT AND 1RENLYI MAX � 9LT2_� NOTIFIED N LVATELY IF ANY pSCRE IES ARE Fp`NND.
<br />£ DOW A'OUT /N]ERVAL CONTOUR
<br />2 CONTRACTORS SHALL RElER TO AR XCRMAL PLANS FW EXACT LOCAIINS AND
<br />WRB AND WT]FR O SIONS W IESTIORE, AWED PAYDAENT, EXIT FORGOES RAMP$ TRUOO DOCKS
<br />ALT FENCE PRECISE BURRING MwNSKNS EXACT pFKONG UWIY ENMANW LOCATIONS, AIN
<br />:. / ", __ __. ��---■ ST SEM£X EXACT LOCARLNS AND NUMBER W DOMN.SP M
<br />_. ..,. ♦ -_ F _ WA
<br />% _. _ �, _ , WAXW .Z ALL EXCAVATION SHALL BE N AC VAROIV A NIM WE L1 RWA F WST W ON- ASRD
<br />TER MAN SPEC/FICARBYS FOR IRE NCH EXCAVARON AND BA
<br />SANITARY 5'E1M:R PREPARED BY R� CITY FNCaNFO15 ASSOCIARON W � Cf R£STORAIRN/" AS
<br />ROC,Y4 - ROCK EMT 4. ALL MSIROED UNPAVED AREAS ARE TO RTCE W FWR INCHES W TWSpL AND SW ON
<br />ENM'WW ALT fENCE SPOT EL£VARW ONTNNED, SEE LANOSCAPE PLAN FLW P we AND RIRF ES/ABILSHMENT. IS
<br />O
<br />�__ \ O
<br />INLET PRO)ECRON S RIE CONJRACTAR MALL W RARWADES, FOR PRONDING AND MAINAL SrG WAFFIC
<br />,02250 - _ CONTRO DEWO (7 WLT9 AS WARNING ADN$ ONECTKNAL AONS FUGMT
<br />_ - '� u- _s - NO _ --- - .�•�--_' v. - - RETAINING WML AND UONTS TO WN AL W MOVETWENT W W IM KHDX NECESSARY. PLACEMENT
<br />M RIESE NIROLS MALL BE APPRONY BY RIE ENGINEER PRION TO PLACOANOT.
<br />• .� zz 60-- _ �--- _. \ TRAFFIC CONIRO Of WOES 3WALL CONFORM TO APPRWRIA]E MNDOi aTANDAROs
<br />102340
<br />�', _✓ v IOuao_ 10236 -. ��-_ -~' ��f� oo_- b\� \ .\ 1 6 ALL SLO MALL BE LX`ADED TO at CR FLAT]ER, UNLESS ORIERINSi MC/CAIED W
<br />THIS SHEEP.
<br />�• M '" oh %\ �� _
<br />]. CONMACTON SHALL A
<br />AND OT
<br />UNIFOF W " ON AS 1NIIWI OTITIS OF APING PROVIDE
<br />I � •, I � ,ONS zo� ,an.l i I N I � I � �O v0zaso - �\ �\ •I ARE
<br />SHOW UR BE71W i SLIM PO'NA AIA) EXIS]WG OUOESPpNTX!/EAE EZEVA1XdN5
<br />SPOT ELEVARWS AK)NN INDICATE FbW9/FD PAKM£NT £lEYA1lONS h WTIER FLOW [/NE
<br />ax4.z9 lora +ozsT 1o24.5a OutDz<_w fazx laum Irrzx LOT-` ` 4r \ . \ \ UNLESS OMERWSE NOTED. PWWOSED CONTOURS ARE TO FlNISHED SURFACE GRACE.
<br />a�9 SEE SOILS REPORT FOR PAYEIWENT MKYCNLS ANO HO.O OLI S
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<br />,ouzo I .� .. R i; _,D Io3Lao ` � -
<br />Ioz4 10. CONMACTON SHALL TILPOSE W ANY EXCESS SLM MIFV 1. MAT EXISTS AFTER THE
<br />;102x50 :. \ 1at6.s0 7 I6pga6" M1 r ,azo 4.: SIM GRADING AND UTILITY CONSMUCNN AS COWPLEI£D. RIE CpIMAC]ON SHALL
<br />&SPOSE W ALL EXCESS SOIL MATERIAL N A MANNER ACCEPTABLE M RIL- OIWIER AND
<br />151' o _ `p1fi l IOn.50 1gIm6W m T02 +u.\. RIE R£GULADNG AGENCIES
<br />I' 1az4.w -..., ,0zx IO2SW ',02].00 ^r'mze :ao ® o .102 \TOz3 I' t'� �a�mS.ao
<br />_ - Sl .a )i. CONMACRAR 9fAI1 FRONDED A SMUCILRAL RETAINING WALL WA(N CERTIFIED BY A
<br />✓ =16usO ID2S50 5 0 ♦ - ,02r - INCENSED PROFESSIDYAL ENGINEER.
<br />2z6IO26.So 7026- mu . 1
<br />oO
<br />}vim IZ ALL CGWSI LION SHALL CLWFO2V TO LOCAL, STAT£ AND FEDERAL RUL£5 NNCLUDING
<br />NABONAL POLUTANT OISCl/ARGE WINNAROf SYSIEM (NPDES) P T
<br />, a
<br />IAF ,am N
<br />13 PMOR W PLACEMENT W ANY STRUCTURE O't PAL£ALENI, A PROOF
<br />1036 sa I ROU, AT MMBY
<br />,6zx I 1 s I. U BE IAN p O F Rk SUBGRAD£. PROW ROlLNG ATOLL BE ACLCMPITAIEp BY
<br />o . .. MAKING MINIMUM W 2 CL]MFYEIE PASSES WIN FULLY-LOApED TANDEM -AXIS LNA1P
<br />' - 1026 50 ry to37ao ...... 1oz300 ON APPROVED CIION F EACH W 2 PERPEXSMG R LABORATORY
<br />N96LE U00'
<br />tOTSBO I � 1 `az6% l
<br />ANO UC4VW W THE INOFPFACXO AS
<br />LABWATEIN AREAS W
<br />FAILURE SHALL BE IXCAVAIID AND REGOVPACIED AS A'ECIFIED HEREIN.
<br />I. , 1036.Sa 1024 C i WALL - 14. EMBANKMENT MARTIAL PLACED BENE'AM MLD%NCS AND SHEET ON PARKING AREAS
<br />', - SHALL BE COWACIED N ACCORDANCE WW IHE SPEOFlED DIWSITY WITIOO AS
<br />.t6•'PROPOSED BUILDING ; ' ; i WTUNED IN MNWT 2L0.6.3F1 AND iii REpN/REMEN]S W WE c-LOTEpNICA1 ENCYNEER.
<br />i
<br />' Footprint= 39;t376.s.f. Is. EMBnNrcvENr IWA>ENa Nor Pucm N We eunDNc PAD, sus W PARKNc AREA
<br />FFESHALL BE COMPACTED N ACCORDANCE WW REWIREMENTS W THE ORONARY
<br />SMT= 127.0' % . } '^ COIMACRON MEDNOO AS WINED N MNOOT 21053F2.
<br />'BSMT=10160 i I e-imsw� "
<br />- 1 :: N Jon I 18 ALL SOLS AND MA)ERULS ]ESIING SHALL W COMPLETEO BY AN NDE'PENDENT
<br />102T10n 5q mz4 o0� d GEOTECHNICAL ENGNEETL EXCAVATION FOR THE PURPOSE W REMOWNG INSTABLE ON
<br />oryy m24 s0 _�. :'� i lwTtO 1 t- P INE Cp IRACIOR SHALL RESPLW FOR COQPOINARNG ALL REpRRED S S ILSM
<br />1a2i50 / L ANO INSP£C1/ONS WM THE WOTECWCAL ENONETW.
<br />1021,21I -
<br />lOT3.4a 102]00 / ,026 IOn 50 fi 1025N1
<br />Erosion Contml Notes
<br />302C2 1) u:.
<br />10u00 . -1026 _ 1y,j :- IOu- L SILT FEEICE NRL � WSTA[LED ARONND ASE W ALL FI AREAS AND LOCAIAWS WIERE
<br />. -- -- . tS .._: axj ` - •..I- . � r ,023,6 t. STOtM WART RUNOFF MAY LEAW BIT ATE, P TO ANY EXCA VAIKIY/CLWSIRUGRON
<br />ozfi.z/ '1026 fo26.o0 z -..Jou - _- - e -,0z0 o6 ACRNTIES
<br />- £ -- -- -T -- - 1 -_� 10ziw L ], Z ROC( CONSTRUCRON ENMANCE WLL BE NST.4L.ED AT ALL CONSMUCRLN EHMANCES
<br />,"-. y:• ID2s- -.— — z+�--- lozs]o tan i. I a __�� __
<br />1025— 3 SBTARAO
<br />ON ANO EAON CONTRW RIE CONTRACTOR SHALL ASSUME
<br />CC11IPlE1E
<br />- 102e.sa AC7 FOR ALL L WAALL %TATKW ANO EROSION W Rif PRO.£CT AREA
<br />---'-�'--1026-=�. Y t0aw 1mv TNT SILIA TW SHALL USE N0TLfR CLEANS NECESSARY TO CONTROL TH£ ER051W
<br />1025 ATN SLLTARON NO(NDING BUT NBT LBRT£D 10 CATOI BASH INSERTS ROCK _
<br />—
<br />�COIMENCE� GRADING AIS �TINUE � PILOCCTON � ACCEPTANCE
<br />1023 � '
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<br />BY moo-::>—. ,,y,;_�2 „a,;,�_ z ws W RIE NOGG RLE NN£R. RIE CONMACTORS RESPOISNNTY INCLUDES AIL
<br />rw- . nu.- wry »
<br />°O1 �- ^" _ .vi --.o• 1MPLEMENTARON AS REpILRED TO PREVENT ETNSIOW ANO R)f DEPOAIING W SILT. RTE
<br />11.21.
<br />ONNOT MAY ONECT R8 CONWACWS METHODS AS PEENED FIT TO PROTECT PHO'ERTY
<br />......mxP o AND AWPRO4EM M ANY Of II N W ALT ON MUD ON NEW OT IDOS1NG PAYTMENT
<br />- mz• 02" _. 'zi # -._ ON N EXISTING SICWM 5£NEJPS OR SWALES MALL BE R Wt) AFTER EAOI RAIN
<br />AF XO AREAS ATALL BE CLEANED TO RIE SARA'ACTKN OF OHNE?, ALL AT ME
<br />.. _..� - % STONE MUAI - ' � OF CCTW AFTER PIE /1MFCONIRAC71W ALL 8MPpRA LLWMOL SHALL BE REMOLD
<br />4. CONTRACTOR SHALL N57AIL TEMPORARY NL ET PROIECRW (NNCO OR EWVA[LNn
<br />- ----- ^a AROUND ALL CATCH BASIN WAX INLETS AFFECRD BY RpS CONSMUCRON.
<br />5 ALL DfSIt#?SEI) MEAS
<br />IXPOSED SOL AREAS E ALL NAL£ CUM Y GFADEO WKN ON PEII(7) DA COYER OVER
<br />NOT BONG ACRL£LY ONALMD WTEWJ SEVEN (7I DAYS
<br />6. FOR AREAS WIN SLO•E W SI OR O Xh!,, RESIMApXI WW SW ON N00O BBER
<br />a.ANrr£r is WEq�.
<br />7 PUB/NC SHEETS USED FOR HOOTING SHALL BE KEPT FREE W SOIL AND DEBRIS ST1TE£T
<br />SNEERING SHALL BE OIMPLETFO DAILY.
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<br />os. rLa Z1W Tyndale A. %ufI S.
<br />amx a..c6�_ MLwlaspoBa. MLd 6590539 48
<br />CRrono Senior
<br />Housing
<br />Prom. N1i�oea
<br />Grading, Drainage &
<br />Erosion Control Plan
<br />
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