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Grading & Drainage Plan.SP-2 n • o� •v N • lb g �9�®osrsoee•isa�®�s�wsw�aw���®r®® •ram®��•���•�i���. �� arwa®ss LENGm VARIES SEE PLAN HAY BALE .�®.�...•� ...�.,�.— �...�,�.._..,..�®.►,.®sue D \DAM typ ,� ; dl± �v� Kolb MQ SWALE 1 ❑ ® ❑ ❑ / e ,ill- I ® w I 314 } \i ILI PLAN 2 STORY Erosion\' TOW 315.8 } Erosion and Sediment Control Notes ®�e� OFFICE BULLING BOW 310.8 lo.000 sF j } 1. DURING EARTHWORK PHA5E5. SEDIMENT TRAPS CHAP BALE DAMS) + SAVE TREivGH i gvyAl g (2) 2"°x2"x3' STAKES SEDIMENT CONTOL FENCING SHALL BE INSTALLED IN 3 I F 31 .1 OVERLAP ENDS. EAGt BALE DRAINAGE SWALES AND BALED HAY STRAW 1 WATER SERVICE FF 31G.3 \ SEGMENTAL Q / AT THE TOE Of GRADED SLOPES AS INDICATED ON THE PLAN. — — — e RETAINING WALL / 2. AFTER EVERY STORM THE SEDIMENT TRAPS OFLK•e33N,b FIt15HED GRADE ru T c� \ i 5HALL BE INSPECTED FOR FAILURES OR DISPLACEMENT. AND ANY FAILURES y F 3 SEDIMENT / �`r CONTROL FENCE E� }t os F 316 �'�� , SHALL BE CORRECTED WITHIN 24 HOURS. . ! E Y GONG. WALK ; w \ 1 3 ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED NTR C } WITHIN 48 HOURS OF SPREADING TOPSOIL TO PREVENT EROSION. - - I - �� 4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YO _ u T ,,w. NE5 NT CONTROL S PUBLISHED_ A U LISHED BY FOR URBAN EROSION AND SEDIMENT RK GUIDELINES � Q a r THE EMPIRE STATE CHAPTER OF !�. I GONG. WALK C } a } *sec ' THE $OIL AND WATER CONSERVATION SOCIETY. ? r FF 316.3 s+ t` GTION- 1315.�5 1 5. NO GRASSED SLOPE SHALL EXCEED 3 feet HORIZONTAL TO 1 ` tr } } 1 foot VERTICAL. +:Tc 3�& ;. _._ _._ •; � I a HAY B&E FILTER DAM } WETLAND............... �1.a,.'�x..:•�✓�.a.. .o sf is .j f,.•_ _ ' x� y ? NOT TO SCALE i 10 si 7 a ' � t i ,t I f... . f� 3 • TC 31�0.2 + I T£+ 3i4 7 1 QG 3267 FG 31G:Q.: JNT CURB :.�.G::,3.15 q 314,Z... Z1415.. 1 t'Ir l 1 �G 315.5 . B 6G i w ' QI :.::..... ... .. w '.'.:.'.'.':::::. t A51iHAL'T O NORTM ....... ...... .. Site Notes .......... A a l . :CURB':::::•:::::::::':'.• e ::::..:"�ti� :.::::.::.:'::: :::.. : .. . ._._... .. TOW 314.3 '� 5GA1.. Zo ::: 1. EVIDENCE OF EXISTING UTILITIES 15 INDICATED FOR THE ...:.':.. .....I. . 1 .....':::: :::.: :.:...... : LE RE5PON51BILIYT ::: ► CONVENIENCE o ... .. ..... . . I .:: ..: . :. ; B ` OF THE CONTRACTOR TO COORDINATETHE NFIELD LOCATION OF BC.,31425 .... .. a ,ti 1' cs ::.:.:.:.... : .:. ..::::::::. :.'. : .._..: :... ...... i .:. ... _ ALL UTILITIES WITH THE UTLITY OWNERS. j ...__._...._.. ::':::::.:,. ..BCC.3Y4.Gra... 323 ::(: ::::::::::.'L •.i::::r:i r:r:::..a....1. :$...:I; i :..:.-m- . ..:..- ... . •::..•::.•: ::::........ . ..: I i .+ l 2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR 1 O PROTECT •_•t:.•.•.•:.:::•.:. ..::::...... ::.:•.•.......::r..k.. a ,r ALL EXISTING UTILITIES FROM DAMAGE DURING . .:....... ::.:'::::'''::: :::: :::: ::.':'::.:::::.. ... ..: ''::� ` tlr, EXCAVATION, GRADING ....:: : . :: .:•:•:•:•.......... ::.:'•.::.••.'::.':::....... .. .. .. . ...... :. I I E . ... a o i AND CONSTRUCTION. • ----... ........... AVFII TRATPR M d? \ � .. .. . . / :::.::::::: :.::.:.:..::: :......:. ::::::::....: ::..... . BED: ..': . . . I.''...:: 9 t r \ 3. THE CONTRACTOR SMALL DISPOSE OF ALL .;<:.......... .... . . ::': :'::: I'::'L: �;::'.' % MATERIAL OFF OF THE PROJECT SITE IN A LEGAL AN FG: 31"5.35: ;''':::::::TG 3f4 EXCESS MANNER. i qq alr, \ 3G" FENCE POST. 10' oc MAX o +:E3G'324:8,�:::: {I :.I':'.i... ':.:•::: / E DRIVEN 16'" MTV INTO GROUND 1 ; ac. 3isc�•..'.: ? \ 1 5:.'.'. % 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES - Tt sld Tc.3 �z OF ALL NEW WORK IN THE FIELD PRIOR TO 5TARTING WORK. O SIGN a \ O :3137 :. . I.:.I f I a ® 314 ::, % �, 1 ANY DISGREPANGIES OR QUESTIONS SHOULD BE IMMEDIATELY F+� �- -SILT STOP FABRIC :: _ '_; BROUGHT TO FLOW EMBED G" MIN IN BROUND ::':::TG:.3:i4;7:: HE ATTENTION OF THE ENGINEER FOR RE50LUTION I , 3 :':':::: 31a,2::. �t CATC,11 BA51ri .. . . % BEFORE PROCEEDING Wil'tt THE WORK. CV i ::::::::::: ................. GURU::. RIM:.333.T 'Trr 3I3.a .... ................... . UNDI5TURBED GROUND -- - -- Z - ; . � . 1 4 k-I/ , END CURB : CURB: : iNV 310 43 2 _! A....:::. r, :.. .. �. 5' TAPER " ::::.::::.:::.:. :::: h <, \ a V s . .. . A� e r.................... .. ...........::.... ... \ �Ir IMF T AF I :.: {I. R OR ! RIP AP / SLOPE O to ........ ........ . .r V r„rf.. .. : :::::::: ....is i:':: :::::.... :.;v.:. . ASPHALT LET INV 310.15 O O .......... . OUT A5rfl. T :..::....:::.::..::. ::.::. .:::�..........,. ... Q :.... :::::::::::::::: :.::...... r..... I ............................... ........ ,...... . .. .. ........ .... 1 NOTICE ......... ............................. ........ ........ . . . . ...... ........................... ..... ......... ........ .'' ✓ ` i _ l r, IMENT GONTRE�L �ENGE , 5ED y::: ..... .:::::::..:.'.::..::.'::.. :.:...:.::.::::::............. { 1 .... ... .............. ..................... ....._......... ... . ..... .. .. ................ ............ .. ........................................ i • ' .r ..: �• CL 611, GALL BEFORE YOU DIG UFPO NOT TO SCALE ::: :: : :;: :...........::::::: .: r ' It, UNDERGROUND FACILITIES w ::... .....::. :.:.... .:::.:. .:,:: :.. ........: ': 5':TAPE ;:':::::::::::: ::::::::::: :::......•::•:•: - ! N 1.::.::..::: .. .. ......... ... ...... .............. :.. ...:.', ORGANIZATION PROTECTIVE } � .... ... .... .............. . d •:. ........... + . .; . ,. ... ::�. � i TC 313.9 � PR EGTIVE oRGA� �' 313.4 1-80o-9G2-79G2 L L '' 7C 315.55 Br, - BG 315.05 48 HOURS NOTICE REQUIRED • , O iQ w A. 0 N L N REPLACE SOIL UNDER INFLTRATOR5 1 TG 31s.6 �•� AND OUT TO THE EDGE OF AGOE E F� N _ ac 31s.i ".':.. .':':', .= WETLANDS WITH MED�JM SAND TO A. \ atic, DEPTH OF 2 FEET BELOW THE BOTTOM OF STONE FILL UNDER INFILTRATORS \ 314 �� WE-I�I..AND TYPICAL FOR BOTH BEDS F� p kn \ W r _ 0 3 312 O (30 V BUILDING t� CIA / \ i FINISHED GRADE � goy 611, o WOOD OR ALUMINUM EDGING / - - _ i� 00C 0 o \ \ pO CbO o 0 0 000 / \ 30 0 o 4#2 BROKEN STONE S I! y \"\\ = \\ ��i 00 l`"i� N N ILI °o FILTER FABRIC ` Q { a v :3 a� ° ot'�n tin q '0q 5U5GRADE al b 1Zt, / \ �•� t p. .a a) NOT TO SCALE o a 1 \ a W a c \ > > > ".4 0, (D , Revisions i _ \\.� 1 NOV. 25, 2002 Respond L7 ',rl%-ALDIN& D to C.T. Male Comments L/'^' A �y lu 2 Nov. 28, 2002 Respond 1%^I NA&r= [�LAN -- ; to Planning Bd Comments LLL ) DATE: OCT•15, 2002 SHEET 2 OF 4 r;