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1110"_L__- I ft a00 Road Warehouse jG'1tyofSaratoca 1Sar(, toga CounLy i\jewYor%kState
11611
NOTES:
I.,
ALL WORK SHALL. BE U'JONEIN STRICT COMPLIAN(.1: WITH ALL
S. ALL NON -SURFACED, AREAS !:)HALL RECEIVE
APPLICABLE NATIONAL, S, ["AIE, AND LOCAL COI ES; S'IFANI)ARD
FERTIL17-ER, TOPSOIL, SEED, AND STRAW MULCH, EXCEPT
ORDINANCES; RIJI 17S AND P,EGULATIONS .
AS OTHRWIS*E: NOTED.
EXISTING UTILITIES ANEI STRUCTURES SHOWN HEPI-1hl iOE"RE
9. THE CDNITIP-l'OF! SHALL:
OBTAINED FROM 'HE AVAILABLE RECORD DRAW7N(j'1_-. 'THE
LOCATION OF AL. L IJNDERGROUND UTI1 1TIE$ ARE
9.1. VERY y Al 1IN THE F)EI D PRIOR TO
APPROXIMATE; THE I'R AC71JA1._ LOCATION SHALL. BE V[ RIFIED
OF WORK AND NO71A 'Y TH E
BY THE CONTRACTOR THE CONTRACTOR SHALL CO1',JTAC7 DIG
, '�1
ARC: ITE.:CIVENGINEER OF ANY Dl° I' REPAI'4IES.
SAFELY NEW YORK (LIFF'l)) AND ALL MUNICIPAL Al EIT:.'IES
9.2. EXAMINE: 1Hf. SITE. AND INCLUDE: IN 1),[]"R WORK THE
HAVING JURISDIC'110N, EVENTY-TWO (72) HOURS, TO
E F F E (7 OF ALL EXISTING CONDI1 14;1 '.'.44 'THEIR WORK.
ANY EXCAVATING OR CONSTRUCTION. (1-801.)-.91:;:5 ')R
9.33_ PROVIDE AND INSTALL ALL MATERIALS, AND PERFORM
All, 11 . N ACCORDANCE WITH RECOGNIZED (3001)
ST,4,r,V.'AF1,L: FIRACFI('_ES.
3
-I CONSTRUCTION OF AL.L. FROPOSED UTILITIES SHAI L BEGIN AT
9.4. HOI T'HE OWNER HARMLESS AGAINST ANY AND ALL
THEIR POINT OF CONNE(7110N 1-0 THE EXISTING UTILITY OR
C[1.111S AR'IsI)NG FROM WORK DONE'. BY THE CONTRACTOR
AT THE LOWEST PiDIN'l IN 'THE 'SYSTEM, RIMS, GRATES,
OrI TTIE SITEI
INVERTS, CLEAR P44CES, ANE) LOCATION AT CR(ISSINGs, !."AiALL
BE VERIFIED PF]ON-1, TO THE BEGINNING OF (iNSIRLJCI"(].ON,
10. ALL BACK`1L_ U',11 ' 1) IN TRENCHES WITHIN RQA[AJAY, ACCESS
THE ENGINEER MUS"I" BE NOTIFIED AT LEAS"I' 'r . WENTY - FOUR
DRIVE, AND FI/1VU(ING AREAS SHALL BE I ACED IN MAXIMUM
(24) HOURS IN AfYw�AIIJCE (,F ANY INSTALLATICATO BE ABLE
SIX 0,"I INCH LIFTS AND COMPACJEID B't MEANS OF A
TO PROVIDE OBSIERVATICIT'i AS REQUIRED. THE C,0N"TR,kC.'TOR
MECHAI`4Lck. C..0111PACTOR BETWEEN LI;:T!.`;, LINJIS$ OTHERWISE
SHALL KEEP A COMFLE, TE AND DETAILED RECORD DF ALL.
NOTED,
UNDERGROUND U71IL'TIE: S. INSTALLED AND ENCOLJK1TFRI::.L'J SO
THE ENGINEER If ABLE TO USE THE REC(111:-1(FOR THE
1.1. WHEN BAu, 1: )1., L I NG AROUND PPOPI')SED OR EXISTING
PREPARATION OF' FECORD DRAWINGS AS REQIJ.1,rRED B'�' 1-HE
STRUCTI.' VCERIAL SHALL BE PL,ACED IN IVIAXIMUM SIX
S
jRF, N
LOCAL MUNICIPAi. I TY.
(6) INC.H S AND COMPACTED BY MEANS OF P, MECHANICAL
COMPACICID, . BETwEE:N LIFTS.
4.
WHEN CROSSING EX157 I NG UTILITIES W,'.""fH PF',0POSED
UTILITIES,, CON771,10'.1"OR '_1HALL COORDINATE SLICH CPOSTIIJGS
12, CONTR,,4C1CIR SHAI L. ADJUST RIM/TOF' CIF FRAME ELEVATIONS
WITH THE RESPE��C_FTVE NIUNICIPAL AGENCIES AND U11LITY
r �
TO PROPO;E ' 7) FINISHED GRADES FOR ALL LITI-ILITTES LOCATED
COMPANIES H AV:1 N t: JuI1ISDICTION OVER T1 1 F E 'X,]: S 111 N G
WITHINI LIMITS OF PROPOSED WORK.
LIT I LITI ES.
13. NO SUMP PUMP, CELLAR, OR FOOTING DRAINS, SHALL BE
5
ALL PROPOSED LITILIT11["':: AND APPURTENANES SItAi L BE
CONN E(:�'1LED, TLIVIPOPARI LY' OR PIEFLPVIIIEEN I LY, TO ANY
CONSTRUCTED I N COMPLIANCE WITH TH E LOCAL
SANIT,6PY SEWER.
MUINICIPALITY'S CODE,!°) AhD REGULATIONS GOVERNIINC'l THE
INSTALLATION OF 1.11,50.1 UTI'LITIES.
14. S EWE R,/WATEP, i�.PCSSINGS: UNLESS OTHERWISE. NOTED ON THE
PLANS, SHALL BE LAID AT LEAST "FEA FEET (10-
E5.
THE ENGINEER RESE.RVES THE RIGHT TO EXAMINE„ ANY WORK
HORIZON1,CV1.1.2f FROM ANY EXISTING OP, PROPOSED WATER
DONE ON THIS PROJE"Cl" AT ANY TIME TO [)ETERMINE THE
MAIN, VER-1-11CAL SEPARATION SHALi- BE P,IIAINTAINED TO
CONFORMANCE WITH THE REQUIREMENTS OF 1-HE CCON'IRACT
PROVII*)E A MINIMUM OF EIGHTEEN IloCHE'$ (18") BETWEEN
DOCUMENTS, AS INI-ENDED AND INTERPRE,`�EDI BY THE
THE SF,0EF1. AND WATER MAIN CROSSINGS.
ENGINEER.
15. CONTRACTOR 'HALL PROTECT ALL WATERS FROM
7.
MISCELLANEOUS ld(JIK NOT SPECIFICALLY SlI (,I.JN ON THE
S I LTA:T':][ 0 114 DI.IRING CONSTRUCTIC114 WITH APPROPRIATE
CONTRACT DRAWINGS AS PATCHING,. i: I X..'KING,
MEASURES 1N(:I.JJDING, BUT NOT I IMITED "TO, APPLYING
MEASURES
TRIMMING, ETC, , SHAI L. BE PERFORMED AS TO
TOPSOTI, SEED, AND STRAW MULCH "1'0 DIS'TURBED AREA AND
MAKE THE WORK CIONIPLEI"F AND FUNCTIONAL.
INSTA_.INIG SIL.""I"" FENCING AROUND WORK.
. ....... .......
ABBREVIATIO-W.)
CENTERLINE.
K.O.
X11j0,.T
0
DIAMETL1-,
L F
1: N , FAR ELF`
A C. I.
AMERICAN .' 11Kj:RE I E: 0IST I 'E
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AMERICAN `�DC r.7Y OF 71: 1
M.
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AND MATFIRII',,,LS
MAT.
Mt1 I I I Ik
A,W.W.A.
AMERICAN m "P . - P 14)P"IF
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ASSOCIA _ ION
WE).
'E DI LIM
A O,B,E,
AS ORDERED 1:,- P,
TIN
w11y.IP^IUM
B. C.
BOTTOM OF 1,,J.'T?
Ny oFC.
NEd YORK STATE DEPARTMENT OF
B,M,
BENCHMARK
ENVROINIMENTA_ CONSERVATION
BLDG.
BLJLDING
NOM,
NUCII I' Pt.
N.]
NlDi -M 1.1,F-RAC
C.I.
CAST IRON
N I
jl 10 - _'4_E
C.E
CATCH BASIN
NO.
NiUNBER
c. M P,
ED 11Y -A
CORRUGATE i'l PF.
C. 0.
CLEAN - ()U'T
VP
PAVEMENT
CONC.
CONCRETE
PEb,
PEDESTREAN
PER"",
P F I I L. 4, 1_:ION
DIS.
DARK
P.At' C.
"`.l CHLORIDE
1� L.
DASHED WHITE LINE
P.S.1
1-131LIND, P[P SQUAREINCH
1_
DOUBLE YELLOW 1. 'INIF
D I A
DIAMETER
DWG.
DRAWING
R. C. F.
RF. I NIFORCED CONCRETE PIPE
EA,
EACH
R.D,
Fflro_:
E.I C
rNGINEER iN LFiAP1i31F
REF,
:1+.R 10 RLFLHENCF
ELFC,
ELECTREC Al..
ELEV.
ELEVAI ON
SX4
AN
SITAR( SEWER
F 1:,
EXISTING
ST.
S FOR1111 SEWER
S. w � L .
VJH1TE LINE
F.F.E.
FINISHED FLOOR rXE,!Al 1
S.Y:I...
SIA i NE
FT.
FEET (OR FOOT
S, 1) . k .
ILAr 1, r1rNSION RAI 7 0
STA.
A ION
GALV
GALVANIZED
!,'). I T.
. QUAKE FLET
(..P.D.
GALLONS PP '111Y
SwQP
SyORIFIWATER POLLUTION
,.F.F
GARAGE FINI, H FLJ()R
PI...AN
H,( .
HANDICAPPrI)
T. C.
:11, ()I RB
HDV E
HIGH DENSIFY POLYETHYLENE
I , W
11OP OF WAILL
HOR.
HORIZONTAL.
Tyt.
1 '(PIC:AL
HT.
HEIGHT
V.] . F.
VERDFI' IN FIELO
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INCLUDE(D, INC)
,�F.
INFILTRATION
W . W. F .
V1 D 4_'RE FABRIC
IX,
INSIDE DIAME-TER
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W1 TH
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JUNCTION SOX
WITHOUT
Im
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r H.�%-,r r
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L E::.: Ci
EN Q
Ex.. IIlAjor/Inclex Contour"
Ex. I'linor/Interval ContOL11"
"Ir. Major/Index Contour
10 0
Mr!'POI iTnterval Contour
99 ..............
Treeline
�anitary SeWel"
. . .......... SS ......
Storm Sewe
SID . .... . . . ...... . ....
Stcirm Catch Basin/Ma!-Oiob.--?
13 @
Water Main
w . ...... . .
Hyd ra n ¢:
-6
Water Valve
A
GasG
. ......... . ..... . . .... . ........
PropertyLino.,�
. .... . ..... . . . . . . . .......... . .... I . ..... . ...... . ........
Setback
Ditch/Swat
.. . ............
Road/Drive Centerline
. . . . . . . . ......... . ..... . ..... . ....... . ....... . . .
Fence, Chainlink
. ....... . .... A
SiltFence
......... .... ...... SF . ..... ... . ..... . ........ .......... .
Sigp
Utility Polt>
C1w
Lightin('
055
+
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Test PSI:0
Inlet Protection
13
Rip-Rar)
717 I
Landscapirg
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Approved under the authority
of a r so4on adopted
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Planning Boa f mtop Springs.
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Verity Engineering,
P.O. Box 474
'Troy, New York 1. �1_2. 1. 13 1.
15,18389.7200 1 verityeng.corn
SI 0 14, E
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IN N T I R P IR 1 5 0 1 C
881 Murra, y Road
Middle Grove, ',JY 1.2S50
518.584.61 7el
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— �F o LICENSED
EP�GINEFR, '10 ALTE- THIS DOCUREN7 ]:IT ANY 111AY. ALTERED. THE
ALTER_F,, ENGINEER SHALL AFFII TO THE DOCUMENT THEIR SEA r,,rF NOTATION
"ALTERE1. 01,11 FOULOOED BY THEIR
SICNA-URE' TW DATE Or ACH AL.rt�ATION, AND
A SF .Cj . TC DESCRIPTION OF THE ALTERATION.
f )PYFIGHI KM VERITY ENGINEERING, D,P.,11. RIGHI
.PE.SIGNED BY: . .... . ...... . . .. . ....... . . _FAS
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DIEl) OF IN 1 H THE
I DEMOLITION SHALL BE REMOVEJ REQI�IREMENTS OF AGENCIES, I IN IJ CITY OF SARAT i
A[ L. OCA NEW
YORK STATE DEPART!"'FIN"'I' ()F ENVIRONMENTAL AND ALL OTHER 01
Approved under the authority
ALL DEMOLITION S1 ILL BE DISPOSED OF AT APPROVED AND PERT1:7
FOR THEIR RESPECTrVE of aleso0on adopted
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ol Oy the
(d 0)
-HE CONTRACTOR IS; FOR OBTAINING AND COMP(YING WITH ALL V
-b —a �Sp rd, g S.
-ABLE) N'T I NS =7
(WATER, SANITAPT GAS, ELECTRIC, IELEPHONE e City of
4 r NISTING UTILITY ning Boa of
BE TERM I AT THE SERVICE MAI I' I J C. ORDAN C E WITH 1"), COMPANY Ran
INf
At PIPING, WIRING, SHALL BE hf?Vn
V13 f THESE DRAWINGS,,. REQUIREMENTS. ON 017f INDICATED r'ONTRACTOR PT ALL woi:, i.rr I La TY
TH: F I BLE TO CONTACT COCIRDI NATE dat ligned)
C.DMPANIES .
4
F F F 1-10N
THE CONTRACTOR I TO MINIMITE 7'�-,E DUST AND — - - - ------ -
EM I L OPERATIONS
GENERATED DURING 7 THE CONTR,' '�.:R CEASE
IF HAZARDOUS WASE 'f. ENCCtINTERED DURING DiErl!0I ITI WORK, I -fE DESIGN
IMFIEDIATELY, THE:: APPROPRIATE �!o.31ENCIES, AND ONTAC' 1'� <
CTI ONAL REQUIREIIIENTS',. HAZARDOUS
. ............ COMPLY WITH lt]fL�..L. . .......... -7- . ....... l-_.NGINEER. THE CON"I'r
......... .
MUST BE A PERMITTED HA WASTE CONTRACTOR F1 I T- ED
WAS T[
.... ......... . .....
IZA [1, RDOUS WASTE c E
SHALL BUT IS N07 MITEF REMOVAL OF: TR""
DEMOLITION
E N TF SCHEDULED TO REMA14�. iAOL
N00
SURFACE PAVEMENTS ,Nl) OTHER STRUCTURES, NC .')L813A51 HALL.
...................... . ...
Nl)'r BE REMOVED UN�i S�..; PECIFICALLY CALLED FOR THE!' E DRAWINGS.
i: ERTY LINE
OH EL
TH SURFACE FROM DEMOLITION WORK SHAL.L. BE" =.A
A L DEPRESSIONS ][I'll :,ROUND 7-
. ............. ............... . . ............ . . .... . . ------
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-_KFILLED WITH FILL IN WITH NE14 YORK STATE OF . ..... r ------- . ..... .
B AC 10
TRANSPORTATION SPECIF:11:�_,( C 0%
SECTION 203. BE COMPACTED '7) A mINIrtim GRAPK. . A L. E
N S AND PLACED I. F7 S MAXIMUM. TANDARD PROCTOR D� IN 12"U
FENCE
1C,. TREE: PRESERVATION ANID PRTYI`E�CTION: A MINIMIJI'll TFIRET". FOOT (3' HIGH
WILL BE ERECTED ARC)UND Al L LARGE TREES AJ 1"HE DP'4'L� LINE TO PREVE11F D)kRAGE. DURING
1 4
-1"ER1ALS MAY BE LISED FOR THIS PURPOSE. THE. LARGE I'REES TO
SILT FENCE` '44
l,,'ON$TRUCTION. I
BE PROTECTED WILL. FIE FIELID IDENTIFIED. V IN FEET
_E Z 1 inch 50 f t�.
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1* NO VEGETATIVE DEBFf1S S ....... . ...... . .
-1 BE BURIED ON SII . .....
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P.O. Box 474
Troy, NewYork 121F3.1.
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FNGMEEH, TO A,TER THI5 ,O�UMEN_ Ji A', 1W Ir
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(:�)PVRIGNT VERITY ENGINEERING, 0 PX i. P
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CoMr,jy li�Ljj.� L WORK MOST CONFORM TO md-L. FEDERAL, ';TA-(E AND CITY CODE. S[�'FC:It ILA IONS, ORDINANCES, I t , ." i i C d, " - ... � 1 -7 2
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i Rl� APPLICANT SHALL __ I �! li P1,111,1CABLE FEDERAt , STATE: AND _i'i�Ai. LAWS. kuLES AND 1. AL i �. W z 11 � ___ , ------ " ', ' ,. ,i
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Cd - STATE ENV-d"N'll"EAIAL. QUALII'f REVIEW ACI RULES AND REGOLATIONSr .1 �__ � ") (.�, i : i i �i 1111 � I I i� 1� '! , � !!� / �� � .... .1 I - - e (
RE, 0LILA I IONS, INCLUDING bJ L NOI I I . I
r_4 LIMITED TO THE i � (_ � � ... � �, I (date 11
1� -SEQR), FRESHWATER WETLANDS PEW,iFT RFCULATIONS, THE CITY GRADING LAWS AND THE ('11Y i i . I i � I " �, .... . .. l I ped)
.
2 I THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIOI4AL GEODETIC . I I i 01 - _: 1 4� , �j, �L : �
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CD F4.110I)PLAIN MANA(,EMENT I-PNT - � I ;; il I i" :, " I
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VERTTCAL DATUM 1929. 1 i I - , � :::: - I
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N 1 TH� APFLICANT SHALL BEAI� 111 SCL�, RESPONSIBILITY FOR ENSURING IHA� ALI.- IMPROVEMENTS ARE ; . i OF ! ) t I ,,, � OtP, 7 _____4__ -.1-1-1- I , , , _ __ _ Il- , , \, I 1�,��,,��,j i .... I I L : I L . I
p -1 It ,; P�t I- REFUSE . DEBRIS ANL `�j -:(_� LI Aj'�I[ -ijS ITEMS 10 BE REMO%'LL) '11101. L BE LEGALLY DISPOSED , , � , ", i - I '� 1, " � �/`, , I .,� I
(z) Cull TETED IN ACCORDANCE lfl: APPROVED PLANS, SPFCIFICAI 41ONS AND STANDARDS. I, I 1, .. :::. . � I �j
r*Ij OIL SITE BY THE CONTRAC,TOR TO A LOCATION A ... I �.) 1,� ,� I , � � 1 15, SDI , L i I
PPROVED BY THE CITY F146THEIR. 0 I , ", ___ ,;: `�;L_ , _ -_ .. � I—., 11 � , , -.--. ,;,� ''I I , I
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14f":]L��%�"JjiFL� f014 V'LLPING EXISITNG PUBLIC 1114:,HDAYS AND ADJACENT "' - 1� - _ 14' , '�i ,il I i I �'P�'� ! 1. ... 1 -4, 15 1 ", I, , , � ,�
(N I TFIf API'LICANT '-,HALL BE : I '. 1, I ) P , � " �,
rN � (AIMU DOE TO CONSTRUCTTON 11. I HE CONTRACTOR MUST S[ 1:1 Gl' A PRF ( ONSI RUCTION MEETING WT f H THE C I tY FNGINFIER PRIOR TO Q i� I , " i 1- �, � 0 1 , , 11'_"� ... 1. I .;:'1.111 1: �, - I � �1
LANLIS FREE OF DEBRIS, soa. Arm OTHER MATTER WHICH MAY A LATE " !, 1-I I ,\ I ,I,, l i 11 I", " 41 . , ���� �� �.., ... 11, � � ... — I � -��,:`
.1., l T'1)t11j`LL ARE - __ - I'll, _171!1 --;* , --I _'��'-�� _*L ..;� . . . ... . ..... d_ ,,.-- , in-_ -,.'I,-- ,".- , __::::�`77=11 "I'll 71, - -,::"��,, '721--, ,-,-,. - , � ... . 111. . )1: , ,
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NNY NS1'RUC1 IyN �N!�.41ECTIONI� BY [HE DESI(l]I l"Rj� � V.:' �'. REQUIRED. Fill:: "01. � �_ . .. ... ....... . ..... . ....... _... +7= �_ � _ � , . - .1 . �,, � "." _, , -,
RF[ATEP 10 THE SITE. �'OST CONSTRUCT I(P-I INSPFCFLOI�� I', 1HE RESPONSIB � ' 1Y L)F THE .. -1......, _", - . ...... . L .......--- -, . .... � . . ..... . ..... . ....... . ....... . . . . __ N,.,,,7A�,.,".71"i�7'.�7t,�7,�.,7��7-r , - _ T::z -, , ,� 4- - �� - 4- , - , 77-11 4-, 11 ,
(.0 APPLICANT/ DEVELOPER, , !:�:,,,:; ...... ,:i� ,,� - f., "I
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__ . �I. -ASTING PERMIT FROM THE BkJr.LI31N(.'1 "I'V)PLAJOR IF ANY �=.., ... ����.-ITIA-1.�.,��.1.7.1.,-.A�,�.....--.7- ,�__7 ,� f _�,:, I 1 � I
SF Liki.. NOTE:S: 5. THE CONTRACTOR MUST OBTAIN A BL ... 1.11-- ... .... � . . ....... . ..... - .1. � ... . ..... ...... ...... __ . I __ '-"��',�,-".�".�"''�,�.",������:,��-�,,��[----,---". _,��:!` `::zl�( � . "I 11- - . I L...__. --- . .11.11_� `F::;,,,',_'_ __F ... � 111. I."... � � L
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3-1 1 , TOFIC6RAPHY SHOWN WAS COMFIF.I.F111 FA."I0111 TFIF NEW YORK STATE GIS CL_EARTNGHl1)II1:.;E AND IS ON THE i�T71il.,.�.7F-���"�,;:,�Fl;;,,,.7N*I; : , h/6 , I I � I I".....
NAVIJ86 DATUML 61, IHE CONTRACTOR MUST OBI'AIN A STREET CIPEN114G PERMIT ISiTIP-i BY THE OLL,ARTMENT OF PUBLIC .,.:..L�� I I 1.
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k�, , I ,", 1: T FU Ll ROAD OR ALLEY. " , - " .... r! L E'( -,"' E't"I 1�'.)
LLJ -T) NORKS FOR IN! 1111.1 STRFE� I),� RIGHT -OF WAY IF _11.-I-Lm ,.----",�,�",-L-L",,��,�..�:���..,.. I -1- � .. I ... .... ...',"...� r I . 1--.. - I I - 1-1-I.-II...- 11 I _11_r � .-
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., BOLINDARY AND UTILITY INFORMA SHOWN WAS COMPILED FROM . --l'""" - ct 1��Nl ___,�< I . � 11 - ... � ... � _ ('H �, _ - - 1:)FI, -L 7
p,tij�l[.Lj) � � I L " -0 -VENT TRACKING OR , _____,13y_ , I,,�,, � ._'. , .1 . LiH i'l, -..-- - I __ -1 * ;_'10; � '�` - - I 11 . __ __ I I � . � CH EL - -.1111--.. ,t.)F,�E.RTY LINE
F-A 0A1`FD 2,11 IUNIE, 2016 PRE BY GILBERT VANGU11_D�R LLATID ,ii,�,,Lru��, PLI.-C ul CLIFTON PARK, 7. Al L P011ITS OF CONSTRUr, [! Crl TN6,RF.`.,.�" OF, EGRESS SHALL BE 'I,',, KNIAINFI) I , PRI I - OH ft --A, -- , 1 4' 1 10�1� 1; .1111 -.1- I., , - 1 1. � I --'- - I , I .' "'
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(;RELFN.DWG" TRANSMJ.FIFD 'VIA 1"MATLI. ON 08 AUGUST, I - � �__ - � - -1 Ok, E, � -, - �"` I
HEN 'tQRK AND A DIGITAL FI 1. E T I, I -1 ED " TL ",-.-_�� _ I I I 1.1--l— s � - , I _ ' 1 ..".4. �";'�� . -- Ext"m 61 2wo - - -.3 - . I - .... I'll I .7 . . -_ 11 . I ... - 111. �j , L -- - - - - - I .' - " '
FLOWING OF SEDIMENT OR' DEDRI!, (*ll(l A PUBLIC ROAD. ____ . ..... �j ,. , _ , ,"'' I I ,, .... . S ; I � ... . . .... .. .--- . - � ...- ..., .. -
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8 1, CERTIFICATE OF OCCUPANCY e,ANNO7 FiE. ISSUES UNTIL A[T_ ,tlr� �'JO[(K IS COMPLETED IN / - .... � I-- , 1 ,,, I � I ... I -
`�� THE OFF5E.TS OR DIMENSION';, SHOWN ICR, f(.It, (ONSTRUCTION REFERENCE. ONLY AND ARE NOT ) I ,�, \ i I � "I------ , 'I (" , /11" "1_1 - - ------- ... L, I _, \F ... : .
.iI, AND AN AS-BUILY DRAIIIINC HAS W:Itl PREPARED IN � 1� " �� -j-,;.�� - -7-- -
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. ACCORDANCE WITEi THE APFRO'w'ED PLAN' / 11,: , r 1.1_1___._-_j_, " GRAPHIC' SCAI --- E
r14 THE [RITCTION OF FLNE.ES, 21k ... ,_ l.1A__'.1_,XkA1_.V_V,,_" I 4��,14;ti' _', � .1: .1
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FI ENT THE Ilk,() ,R,I-'( LINES OR TO GUIDE PXCORDANCF WITH THE RFCI�IRFFIENTIS OF ILIE IT :, 1 1 i �,\ i " ,,,rl.p���, L t ,�'%""�% "�"".,'�".,"".�."',"'�-"�"," "; -"'."�,�"' L "', � 'L, I �� :k
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TRUCTURES, OR ANY OTHER 11"111 IVEMENT' - ..%,,-.�-. I __., �,_�//� �� ... � ..... , ... -.1. - I I ,,, "..
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7t TO THE 5 BJE T PARCEL� "JILIE111, aki'i?i,,_ 0VV4�, �, ;,,; ,3 i , � ,-�z;;�.��,,,.,,-,�.,��;�.,�:�;.2 �.,z,t:�-',i��:,_ , � � mmmu_
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(-.) 4, UNI)EKGROuND UTILITIES SHIDWN ARE SUBL)ECT TO FIELD VERII I, A I ION BY E � 0, C'EIVERA, m I IL i ( I , I i
TO l ('1111ri I I 1,11TI, Ilil REPRFSENT ALL. UTILITIES \ Ill I � ,�,_.
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�N l� � ATILVE BUFFER AREAS �111.i RE MAIN'T.fiLTNED AS APPROVED AND WILL. NOT Fq` CLEARED OR I- --l"........__........ ... � . ....... � ........ . ......... .............. .. . . . _____1 i , , � ". ._.. , 11 I � �
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SEDIMENT CON I ROL. PLAI' NOTES: GENERAL SEQUENCE
TOTAL, CIISTURBAN E ±20L9 ACRES
1 ALI... PRi'POSED EROSION COIl SHAILL. BE INSTALLED PRI(L.A TC) BEIGINNING OF CONSTRUCTION, FINAL LOCATION AND CONSTRU CTI�J(fpj SHALI. BE REVIEWED
BY A, QU41-IFIED PROFESSIONAL. PRf..!, ILSIRUC 'ION
AND il OTHER LEGAL CONTRACTS/ PERMITS REQUIRIE'D FOR CONSTRUCTION.
2 FE110),IF EROSION CONTROLS ONL'f UNDER THE AUTHORIZATION 01F A, QUALIPIED PROFESSIONAL. 1, (f6"TAIN PLAN APPROVAL, GRADING PERFE'UT, 'I't"' E
TE MEASURES INCLUD!VI(I BUT NOT LIMITED TO, 2. FLAG IHE WORK LIMITS AND MARK TREES AREAS FOR PROTECTION fkS REQUIRE[),
3 MUST PROTECT AL.l. !.,iURF,410E WATERS FROM SILTA*TION DIJ14ING CONSTRUCTION WITH 1'lF1PTk0PR1AL
vl,
�.,l N" 57RAW BALES AND 9,1IJ FENICING AROUND WORK.
3. HOILD PRE -CONSTRUCTION CONFERENCE h �"T ONE WEEK PRIOR TO STARTING CONSTRUCTION. CONTR�L',LTOR SHALL NOTIFY THE CITY OF SORAT"(D".'; FUET.DING +
I THIS PI.,l ARE 'THE MINIMUM REQUIRED. MEASURES MAY BE REl BASED ON FIELD DE�::ARIIIENT, DESIGN ENGINEER, INISPE i ENGINEER, AND THE SWPPP 11C)NITORTNG PROFESSIONAL
E F, Lot r 7 1
I C$13111 AN) SEDIMENT CONTFLi. IIIII.-ISURE - :5 SHOWN ON
(ONDIT�ONS, DURING CONSTRIOC 1 TON il 0111ECTED BY A QUALIFIED PFOFESS TONAL.
4. lN_-.,TALL 'TEMPORARY GRAVEL CONSTR ENTRANCE/ EXIT, INLET PR(.)TF.,c,rTciN, AND CONCRETE WASf!(�IJT.
Is.
.5, EFOSIION AND SEDIMENT CONTPOL r-i SHALL COMPLY WITH TFIE NEW YORK STATE STANDARDS APIC', 151F.1:1FICATIONS FOR EROSICAI AND SEDIMENT CONTROL,
Is,
PF:(.)cr:Ft) WITH GRADING PERMIT
I.Al EDITION. 5. �:IAKE OIJ17" CLEARING LIMITS. WHEN 1, ('F DISTURBANCE EXCEED F TV E i5LCRES, OBTAIN APPROVAL FR'N ('17Y Of' SARATOGA BUILDINIG i: r�ii,RIIIENT TO
THE CONTRACTOR 1�,Htl.LL REPAIR 'HE
6. ER.3'SION AND SEDIMENT COIliTROL DEVICES SHALL RE INSPECTED PERICIDICALLY AND AFTER EACH RAINFALL EVENT.
i r
ER3SION AND SEDIMENT CONTROL. DEVICES AS NECESSARY AND A!!; 1.�FREKJED BY A, QUALIFIED PROFESSIONAL 6. STAKE: 01.11 'THE STORMWATER MANA(il:�.N11IIIT AREA, 'THIS AREA IS TO BE F1.1,01EC-TED FROM HEAVY CONSTRUCTICII EOUIPHENT. THIS AREA SHALI.' A SO NOT BE:
.1. -1- THE STORM SYSTEMS UNTI1 I'HE CCIMPLETION OF THE OF 74� CONzTFri�JIOW,
CONIll I , 1 , ", V
7 A L L T EMPORARY EXPOSED FA(ES OF EAR'nn CUTS AND FILLS SH"liLl- BE VEGETATED OR PROTECTED I -ROM ER(Ki;ION IMMEDIATELY UPON COMIF'LETION OF EARLTHWORK TEST PI-1 LUG INFIL-TRATION TEST LZI G
AREA TO BE "EST' LC`
OR IF W�)RK IN THESE AREAS is TO BE SUSPENDED FOR FOORIFEEN 04) DAYS PROVISION'. SHALL BIE MADE IN ORDER TO 111111\1IMIZE THE CONSTRUC 1 '0111 -TEST PIT LCI(i INFILTRATION I J6 ORM�:L;1! f..jY!:
. .......... . ...... PERF AAF�OfIi VERA, P.E, PERFORMED BY: 4AP,0N ltl P.E.
DI!-3T1.IRBPD AND TO PREVENT 111F. CONC ENTPAT- ION OF STORM WA�"[:R RUNOFF AND EROSION OF DIS_RJRBED EAR11-1 SLOPE,-;. PERFORIIIED 3'v 4ARON VERA, P.E. PERFORMED BY: A,APCRJ VE-RA, P.E.
OUGH GRADING SHA D9 2 DATE: 09/20/20�.'02�2 D AT E : 0,4. /2 1 "2 E.1]"? 3 1) A 7 E : 04til
7, COMMr3ft: Ed�'L.EARIING TREES SHALL BE FFL-ED ABOVE GRADE, STUMPS, ARE. TO kPTIAIN. GRUBBING, SIU11P REPIKI'vAL, TREE DISPOSAL AND R LL DATE:
UPON COMPLETION 0 GRADIN(5 I E TABILIZED BY THE FOLA. �T '3
F f P RATIONS THE DISTURBED AREA$ SHALL BE S OWING ME HODS, DEPEND:TN,: 'THE CLASSIFICATION ADAMS ROAD IN Ah i�,RDERL.Y MANNER. A FIVE..ACRr,: HAImt WILL BE REQUIRE[), STABILIZE AREAS AS SOON AS FRACTIC
OF THE AREA AS EITHER TO RF�iill E ti) )RTH FROM AIL. LP#6 (3� '11T#6 >24"/HR.
:1 : PERMANENT OR TEMPORARY SEEI)0G: TP#1 3i IT#1 24"ll
011 1:2il
8, r rL I P., Aim 0 s-rOCKPILE TOPSOIL, REMLOVE IlCIC)SE SOILS THAT ARE NO'T SUITOIELF FOR THE PROPOSED 1IMPROVEMEN75. STOCKPILE WITHIN fliPPRO'Li-O AREA WITH 0 16 " TOPSO I L 1)' PSOI L
ADEQUATE PROTECTION. PROCEED W11H RKJA31-11 GRADE 'TO CREATE LEVEL AREill FOR FUTURE VEHICLE PARKING, LAYDOWN AREA AND BUILDINQ SLAB, 16' 12" 4-81' FINE BROWN SAND, LITTLE, S11-1 1T#7
SEED B I ED PREPARATION 48' FINE BROWN SAND, L]ETTLE. !T#2 24"til - >24"/HR.
TFT,�,"FAS ARE DEEMED AS REi)TfRI:Nl5 ]FORSOIL. THEN APPLY TOPSOIL TO A UNIFORM MINIMUM DEF"m OF F)UR INCHES (41� TOPSCII.. SHALL BE FRIABLE AND -Ill ' AND 48" 96 CiPAY FINE SAND
LCAMY , FREE OF DEBRIS, Ok��JECTIONAFI E_ WEFEDS, AND STONES, AND CONTAIN NO TOXIC MATERIAILS, IF IS DEEMED UNNECE'SSARY THEN PREPARE SEED 48" 9161� FI E: .3
NUE 'Il ROUGH GRADING AND TM�CIRTIIIIG,IEXPORTING OF FILL A,.5 PEOILIRF-D CONSTRUCT SEDIME:�,I'F 47 LOCATION OF FOREF RtA-rF.- SWALES NO SIGN ("OFF S . [.I,. G. W IT#8 >24"jil
BEC� Eo SCARIFYING COMPACI[:.D AFEA��; ANV RFMO'illING DEBRIS, ROCKS, AND STUMPS. SEEDBED SH,"Ll L REC:EIVE THE FOLLOWING SOIL Al"JEINDFIEN'T:L 'TO FORE84l't NO SIGN OF S)AiiG W IT#3. 24"/HR.
Il TO A Ph OF 6.0 10. 'TRE1`V:4 FOP UTILITIES TP#2 IT#4 24"/HR. IP#7 IT#9 >24",il
8 .:2 FERI LIZE WITH 600 LBS (Y" S 10 10 OR EQUIVALENT PER AZRE (14 LBS./1000 SQ. FT� THE SOIL AMENDMENTS SHALL BE WORKED TI'dTO "IHE SEED BED :I,, fOPSOIL 0" 10 PS ( 11. L
WITH A DISC, SPRINGTCOTH HARROW, OR OTHER SUITABLE EQUIPMENT 11. PREPARE 13UILDING PADS AND POUR FOUNDAI-1.01I 141, 30' FINE BROWN SAND, �_1171�, SILT 1145. 12"ll 12" 43" FINE' BROWN SAND, LITILE-1 5111.1 jT#12 >24"/HR_
1. 30" 96 GRAYFINE SAND 48" !":)6 1 G'RAY FINE SAND
SEEDINGS 12� INSTALL. INFILTRATION BASINS. SJ1 W.
ZINUAL RYFG`RASS SEED SHALL BE APPLIEr) AT A RATE OF 0.9 LBS PER 1003 SQUARE FEET. USt, WINT'ER, R"il IF SEEDING DURING (f(GF,ER/NQVEMBER. NO SIGIIJ .,-) F H � G . W. *DESIGN RATE US:E[D: 5"/FIR� NO SIGN 01
*DESIGN RATE USEEI�: 5VHR
13. TNSTAL.1 CATCH BASINS, ROADWAY 51JBRA'�IE AND CURBING.
SEED I NGS
L
'�,TEIJING sHALL CONSIST OF 11 8 PER 1000 SQUARE FEET OF SEE r.) 1::()j,jLfj INING AT LEAST 509-6 FAST sp,pauTlNG PERENNIAL RYE Gll.';�;i',,:�S AND IQ% PINK CLOVER 14 Y,1TINIJE GRADING TO FINE GRADIN , S:JPE`!S STABILIZE I EDIATI-I Y 0.1 1�" TO P SO I L 0 " - 12 "' TOPSOT.
OF,' ALFALFA, THE SEED MIX BE SPREAD BY UTILIZING A CY'(J_1i*iL SEEDER, DRILL, OR C1JLT:[PACK SEEDER. SEED DEPTH `;HAi.A., BE FROM 1/4 TO 1/2
12
28 "
FI N E BROWN S AN D
L17 T L I" S I L. T
12 4118
FINE BROWN SAND,
LITTI E S I L.T
INCH DEEP. SEED MAY ALSO APPLIFE) BY APPROPRIATE HlL1..,R(fSEED1Il METHODS. ALL SEEDED AREAS 43HALL BE MULCHED WITFIl ".,TRAW MULCH APPLIED AT
15, rtiISTALA. PAVEMENTS,
28
916`
GRAY -INE SAND
48" �CiEl"
G'RAY FINE SAND
RATE OF 2 TON/ACRE (90 LrI,, PEFf IC)00 SOUkkE FEET) AND ANC.'HORED yjITH "TERRA TACK, OR
NO SI(AI
OF: 5.
H . G, W.
NO SIGN OF S
H (i W.
FOCK
74171151i ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 Ifil BELOW FINISHED GRADE; BA:101I.I.. OVERTHE ROCK SHALL CQNSIST OF 8 INCHES OF
16. Oil CIONSTRUCTION IS COMPLETE�D, (�OPI'1"RAICITOR TO PERMANENTLY 15"'FAE111-17T 4LL EXPOSED AREA, IPj(AAx1::jTI'JCl AREASTHAT HAVE BECOME BARE bUETO TRAFFIC.
TP#4
TP#9 (3:�'8.
cl
CiRm,IOLAR FILL AND 4 INCHES OF T(IPSON...
0"
IZI
I'OP S 0 1 L
i
T ri F, 0 1 L
17. ENSURE PoSITIVE DRAINAGE FLOW il FROM BUILDINGS AND ADJACENT PRoPER,rr.Es 50 THAT FLOWS HAVE A, POsITIVE DIRECTION TOWARDS, sIORmWATER
14"
2A
PINE BROWN SAND,
LIT"T'LE 5111"
12" 48
FINE BROWN SAND,
LITTLE SI LIF
9.
If: STABILIZATION BY SEEDINC3 CANNOT OCCUR DURING THE RE COMIN.IENDED SEEDING PERIODS, D)PSOIL., FILL, AND EXCAVATED FIAI'ER.I,AL.S AREAS SHALL BE
COLLF:tTION DEVICES.
24'
- 96
GRAY FINE SAND
48" 1(1,181"
(.,RAY FINE SAND
"IEMPORARILY STABILIZED W7 FH ANICHORED MULCH UNTIL SUCH TIME AS EFFECTIVE SEEDING CAN 01
NO S I
EdI OF S.H.G.W.
NO SIGN OF S.H.A3.1iff.
18. REMOVE ANY ACCUMULATED SEDIMENT AND ENSU�E' ALL STORMWATER MANAGEl"ItENT PRACTICES ARE FUNCT1OI'4N(.$ CORRECT',.', AND DISC HARIl NG, ('1EAN RUNOFF.
10.
SIOCKPILE MATERIALS SHAL� NOT BF LCICATED WITHIN TWENTY FIVE FEFIF (.25' 1 OF ANY DITC�, C18, OTHER SURFACE WATER E1,01:1).
TP#5
6
12±L0.l 7.)
19. FTRFORN FINAL CLEANUP OF DEBRIS, AND PFPAIR ANY AREAS THAT WERE 0FFCTED FROM CONSTRUCTION.
(t3:3�i
II.
IF CO�,JSTRUCTION IS SUSPENDED, OR SECTIONS COMPLETED, ARIEAS SHALL BE SEEDED AND/OR Nltil.�AfED TrirlIF.,I)TATELY.
0
14
TOPSOI L.
oil 1-
IF 0 I."S 0 1 L
20. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN "THE PROJECT IS SUFFICIE I STABTILIZED AND REQUIRES THE' APPR011 OF THE
1411
30:'
FINE BROWN SAND,
I.TTILF l3ILT
12" 'l 8 "
FINE BROWN SAND,
LIT"rl E S I LT
1COTil WITH THE APPLICAB[.E: STIPULKTIONS SET FORTH IN THE STORM Ill . TER POl_LIJTION PRE',,:F�IJTICIN PLAN (SWPPP) PREPARED FOR THIS PROJEC-T.
CITY of: SARATOGA SPRINGS BUILDI.NC� :)FPAR 7Y FICE MAY WISH TO INSPECT S -11IIIATER BASIN.
TMENT AND THE SWPPP INSPECTOR. THE CI ENGINEER ll F
30"
96 1
(3RAY FINE SAND
48" 9 6 "
CiRAY FINE SAND
NO SIGIIJ OF S.H.G.W ll�f Q.''Aj.".
f
INSTALL
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CONSTRUC71ON ENTRANCE
.........
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I. AR E � AS INDIC.ATED AS LAWN SHALL. EIE, SEEDED WITH LOFTSt''_-,I mir-i.-E-.x GENERAL MIX. OR APPRJ:)%�ED, MIX. AT A RATE OF 5 )
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j ,� I : I " I , , -TRAW OR HY1)f:iOSEE._-[.EI').,
,)0i' -�;:. SFARTER FERTILI]!`.EP� � -I 10 5) AT 40 LBS AND PILLCHEI) WI1H S I
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..IF: A l-.j]111i:.REPAN,-Y EXISTS 9F-ii TlIE' PLAN AND PLANT LIST, 71,,E PLAN SHALL GOVER'N.
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_TE:�,IPc)RgRY IRRIGATION SHALL, BE.: PRI:)VIDECI
NATIVE $'TF'E�Tl S[_0PE MIX WITH W.1"TH ANNUAL RYEi
_._ . . ...... . ..... _�__ . ..... 1 "
NISSM *I1JAT11jf.', E',JEEP SLOPE MIX WITIE1 AINNUAI RYEGRASS
.
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ERNEST ':J'E'DS - IT
PRODU�.J*: ERD.-:�IQNS CONTROL & RE-'iiIC)N
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SEEDIIIJG RATE; GO LE,S PER ACRE CIFI, 1.5 1.11 PE.R 1,000 SF�
ITTPS:,o1' MIW. ERNS7 FSEED. COM/PRODU�_ I' NAT'�IJE '11 EEP -SLOPE -MIX- VJ -ANI'4LIAL. - RYEGRASS,e
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RETEN'FICIN BASIN FLOOR MIX,
.....� ... ".... I I
PBFM *RF-77ENTION BASIN FLOOR MIX
"
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ERNEST `;EEDS; - I-EM# ERNMX-126
PRODU,, Ii RE �� EN'I IN BASIN FLOOR Ml,K, - I MAINTENANCE
,
SEEDING RikTE.': 210-40 LBS PER ACIRE OR 0.F,-:L,O LB PER 1,0oO SF.
.
https://wvmi er-ris', seed. com/produc t,`retr..�n t i.on - basin- floor-mt�: -"Lc,,, ma::Entenance/
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LANIP:)LAIPI.L, INJOTES:
,
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1. Al.-L PLANTS "170 MEET MINIMUM .�IAINDARDS, uf THE AMERICAN ,!!�,���l'i�)2',�IA:T'l,'-':!,." OF NURSERYMAN.
2� CC)NTRA�I.r 1 ()f-� SHALL GUARANTEE Al ... L. PI,.ANrE-D MATERIALS A MIN1J,'JLJM I t -NE' (1) YEAR. IF DIJP,,TlklG T111S,
.
TIME ANY PLANIFINGS ARE NO L0114i VINEILF, THEY SHALL BE R.E.FILALED IN -KIND AT NO EtxTIENSE
Tci, Tl�-IE: (:16i
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3. CGNTRA:�:;R)R SHALL MAINTAIN ALL WORK UNTIL FINAL ACCEPTkNi I 1"H� PROJECT, INCLUDING WATj::RTI1JG,
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STJI ,AN[) FENCE PROTECTIONI.
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4. IF PROPii -ILANT LOCATIONS, �CINI�FLIC.l I ii,ii -iii UTILITIES, L'Ii �i OR CROWD EXIST'.114IS PLANT
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M,4�_ERI,!V.... !,40TIFY THE OWNER '() CON:SULA ON THE ADJUSTMENI- OF ANY -PLANT LOCATIONS.
5� PLANTS 5H,ALL BE DELI\iERED 0�,fl...Y V,i THE CONTRACTOR'S SC:f-IF-[AJ1 ... E f`1.,.LOWS FOR THEIR INSTALLATION IN
A FIE,4�501`4,i 'i1ME.
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6. Al ... L PL4NT':) SHALL BE WATERED ITVIIEDITLATELY UPON DELIVERY ,14,11.), EVERY THREE (3) DAYS THE."REAF-FER
U11,17IL Pi...,i
.
,
7. AN`( 1.:iUBST:j'T'U7T.i CHANGES, `.'�P. ALTERATIONS SHALL BE A,PPPO'i,`E:D BY THE: OWNER PRIOR 'r"O I) F L. I VE R'y .
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8. F i NISM " D � " RADES IN LANDSCAPED ISLANDS SHALL BE ONE IN,�J� J�') LOWER THAT 'THE TOP ff A3'Jii
CLIFIBS, [,)R� WALKWAYS.
:
9. ALJ ... DI"5Tl.JRLBED AREAS SHALL BE F1,ETURNFED TO LAWN UNLESS OTHERWISE NOTED.
�
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10. FlIKE. GRAIN` LAWN AREAS TO PR0%,,I1,)1E A, `:.;I,IRF:ACF FREE OF IRRIE( 'LILARITIES AND DEPRESSIONS,
11. THE AD0i1fVE OF TACKIFIER INILL. BE: ADFIED TO ALL MIXES I'M' ITErEP SI_OPES.
.
. .. . .... . ...... . ....... _ ........... � ------ - - . . ...... � ... . ...... . ..... . ....... . ....... . . ___ _.......- .... . ......................... . . - . . ......... . .... ___............-
H2�LE�jf��..-"REE' PLANTING
DISTRJ".C]"� IND-IG (INDUSTRIAL, GEN1:,F`11'kL)
ONSTTE TREE'i
.
REQUIRED: 21 PIER, ACRE OF SITE
.
. � . ? 1 ,12 TOTAL, ACRES = 44 I-REES REQUIRED
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4,,� �010� MAXIMUM NUMBER Of: ONE SPECIES = 13 - N:', "!�'[H,E 'I'l-IAN 13 TREES OF ONE '::IPEI .,.:)
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PROVIDED 49 TREES PROVIDED
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111NIMU11 NILIMBEF", 0� SPECIES: 10
SPECIES PIIIOVIDEEO� 3.0
L......... . . . ..... . .. � .... . ....... . . ,_____ ...... ... . ..... ... I ........... --
.--.7REES ARE PER THE 2022 SARAr'oq.,,A SPRINGS URBAN FORESTRY ?qA,NAI51:mENT, PLAN . ........ . . ...... . ..... . ....... . ..... _J
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Plannin,
Approved under the authority
of a r solu on adop ed
2-3 2-; by the
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a Board of the Qity ol ratoga Springs.
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881 Murray Road
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518.584,6174
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IT IS A VIOLATION OF NEW YORK 51ATE EDUCATION LAW ARTICLE 145 FOR ANY
PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT IN ANY WAY. IF ALTERED, THE
ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND
A SPECIFIC DESCRIPTION OF THE ALTERATION.
COPYRIGHT , 2023 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
DESIGNED BY:
EAS
DRAWN BY:
EAS
CHECKED BY:
AJV
APPROVED BY:
AJV
SCALE:
AS NOTED
DATE:
08/12/2022.
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: , , ' :, : E.. . - PROVIDE
III F \ E �.. E V A I I D N .,t, I \�, THE CITY OF "ARA"TOGA SPRINGS CONCRE'.1' .. TYP. UNIFORIIII
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A6,,e " " I ., , . .. �,'�" C:1DRNER RADIUS 881 Murrav Road
U-POST, PAINTED WITH ('�RLEEN -_ -,.., � I I 1, I -1) AAE"A OR CAST :IN PLACE '
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NOTES: - " ,/ , \ , , I
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N _," 1. . \ �,�,,,,,.,. MI7
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I 10� 1"L 7. FOR ADDITIONAL. INFORMATION REFERENCE' 'THE 5" BITUMINOIJI.,; JOINT � _�. " ", � , UNDISTURBED EA4TH 0
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CITY OF &AP,11�d()f I _ER, SEE I , O'I.1 E:
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TYPICAA FOR. PARKING SPACE TYPIC'AL. f,cgi, ACCESS AISLE I I 111 , :
._ SPECIFIC,AT.11IDN": CiN SHEET C-501. 13 FOR ADDITIONAL INFORMATION RE.FERENCE NYSDOT 608-1. - < Uj �
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P ,:1 �,,,�' , - 7-1 I � � -1, � I - TO EXPOSE ROOT i,A- I .-I
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i� PAVEMENT )P FINDER GRAVEL E. 1. A It il,, � ,�. I- ,
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t I �� 11410E IN FIRST 24 HOURS I q 0
j,,,,�,� TYPE C:I.'.'jQRSE I OURSE COURSE L P IV E L. i 1, �t! �,,_,: - - . I I I [�," I I '01 - I I � � � III 3" S�HRFIEJ'11ED HARDWOOD
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HEAVILY , , , � 1, _2X R.00T 11flJ..1_--- IN IA " I : "',
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1 �w * I F001 I 1,,�,' I , i , ic�l �, IF,; i: I OR W, IN C:UT AND REMOVE BURLAP, REWIRE NOTES:
TRAVELED/ � 11 4" 12 " I . [r r:, BACK FFI,C01I [4001' CROWN ,,,, � � -
" , '�11* 11�,"�,;, vv-<��j-,-VFR � � � , -OP 1/' OF ROOTBALL,
,:: 11 ',I) 'i'A , A. ,� �:� =
TRUCK MIL ON j I N I � :
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" I - �' ' ' TOPSOIL INSTALJ..E-'I' TO A MINIMUM DEPTH .
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T - , - - , I 7'11�11 'VE' ETIC MATERIALS
. ' I L( LAI-2-1 L�15:___A__ ..... .. __._ .... 111.j .. ................... L ......... .............. L_. .... . ..... 1--i , I 21) " � - I F��, 11110N',I�,,j� �f 1, �':I ,',Irj il�;K. NOTES: I'll, �� I " �'111'�, RE*�Ifi') .: 41 ... L SYNTHE . 1. j
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NO'! E'.-, . . RFf � ,I J�ENCE '��;,L k )Pp� L J'9,:�� 3", V� _�;I �,� P� OF 6" ACROSS PLANTING AREA. in
. * SEE NOTE 2 -I,ic Nc I R3, L I � c),RN"N' , )`1' !,:To . 171 ,�k(YJNID 00��J, �,, � �,,� - � BREAX JIFI S'LlElc I IRADE -
" 1-1 I ,
I , ! ��:,! _3T" "IF"Ifl-D q0F V "11-4 i 2 -FOR IS RE'SPONSIBLE FOR REM()'I'1!1,IG 'A EL. AND MULCH FROM ,AIROUNC T"i-JE TREE TRUNK, MAJ,',`,1,,1_ B,ACKFILL WITH PLANTING SOIL
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� - - 11 11--.1. : 1�11011 I � . CONTRAC . .) ) .1I,
. . , I Sl , '�j ,'r,,jj;j'j!I,� _)J� 1. STAKES SHALL BE: REMOVIED AT THE END ('.)F: THE FIRST GROWING SEA!' -"ON AFTER PLANTING.
_
I . M N1 �'i j f
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I , PAVEMENT SECTIONS SPECIFIE1.) ARE TYPICAL, FOR STREEI , DRIVEWAY AND PARKIN.: ;_,,],� (::ON1.*)TRUCTION WHERE rl.i,,ArF1t,,. '�., � I , ,, I SURE TO EXPO,'E THE ROOT CROWN. 1111:11 XTURE IN 9" LAYERS. WATER .
' _: - 4 � ,? I ",", I '. I I 1, �, i .I . INSTALL ALL PLU(:S WITH THE ROOTS
1 5, I,; � I 0� V101,1K,'�,la,'i %,`ri,�!�':L'_AR �, j�j �, ' " ,
,I�OLU GS ARE 1NOT EXCESSIVE. BASED 011'4 AN71CIPATED VOLUMES ALN�' .G,,,I)�-.I, 'THE: CITY ENGINEE-P MAY I ; - .r 4 ", I I ":I I " [ I I l'N 1 , 1 3. HAND PRL114E POOTS THAT ARE VISIBLY 1-1l`�,Cl ... T,N�G OR STRANGLING THE:. Ri,.)oTBAl ... L. NOTE: E'lU:1-1 LAYER UNTIL SETTLED, 1XD LI ... AROUND ROOTS AND "I ... I ....... . ... ......... - I ......... I.I..___i
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PEQUIRE STRUCTURAI ... FAVLME:P,ll S lC:REflNSE1:, TO CARRY DESIGN L.CIAPIN"I 11 I � i TI 11, '' NCINQ `�K�dl t,K)l 81!` �,101/0 ,;k PLANTING PIT SHALL. BE: -TWICE THE GENTLY COMPRESS THE SOILS BY HAND
- � i 4. DO NOT DAMAGE MAIN ROOTS OR DESTRO'� i:�!(.K)r BAL.L. WHEN INSTALLI�'416 FREE SI-AK.E. 11,10"I" TAMP
t I 1 ; -1,1- I 11, APPd0'0:T1 bl' -
I.." .. I _F BETWEEN, 4. � " III', I (AH I,M:,.,:! , i " : DIAMETER OF THEi R,OCITBALL OR SHALL
, ' � 'Ll C� -ER INSTALLATION.
,� � BINDER TO BE PLACE'r.) :IN 2 - 2" LIFTS W/ TACK C.:0A ', I t
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. V 14 ,__�j,',1.,.,,1(L_'j, � � k��)�, 7. REMOVE IREE RINGS AND STAKES TWO YEA�:IIS AFFER INSTALLATION. [EXTEND A MINIMUM OF 6" BEY014D THE
,,, 1HE CITY ENGINEER MA'Y REQUIRE COMPACTION TE�.31"INCT A,ND/0R CORE SAMPLES FC) VERIFY PAVEMENT THICKNEssf.�s,, .
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� ,i:�,Vfl � �I. THOROUGHLY WATER 'THE SOIL. BEFORE AND
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ALL.. TESTING SHALL BE AS ORDERED BY THE CITY E,NGINEEF'� AND SHALL BE PAID FOR BY 'THE CONTRACTOR. ,:�; ', ,- I,- - -1- � I .
��, , " "I __!,�4 I ILT,k` I 1 8, ALL TREES MUST' BE FAG'3ED AND APPROVEq) BY C. ONSULTANT WITHIN 14 DAY.l." AFTER TENDER CLoSIIIJ(.."� ROOTBALL, Wf-fIC+lEVEP' IS LARGER TER PLUG INSTALLATION.
I I '1'_;!,,z�q_,.1.., -T'�L!_=11, I - I '� . AF
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4� NOTIFY THE CITY EPOLINEER 48 HOURS MINIMUM PF�IICIR "10 CX)PIPIENC ING PAVING C)PER�-1,TIo1w<. �, - , -J 1 1 � -
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, I j CIATE P01 T, TYR. 111'1�DO NOT"FILACE IN _'ONTACT WITH TREE "FRUNK POST , 3AAj" " � � IN , �l N"i)
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NO-1 F ` AND CONCRETE .#W. "' - - 1--�_—CONCRETE CURB S, ASPHALT PAVEMENT w �7, ,,77r,
I 11-11 ....... , 11 11 ,� I ... 11 - , .. I. I I I f[i � 0 N, 09430 �I` / �
�31()EWALK DETAIL !�.-_-"' -, SEE SITE PI ... AN:', FOR ADDITIONAL INFO I I II, �, "" "I,
1-...-. 1� 1,13 I. ...... ... _11 � !, -1 4e
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, r�i! , I , , ,� � I _ 11 � YORK STATE tDLJ'-A';; �: LAW 41R'11011: 1�, FOR ANY
ENE) VI EW 1� I w , , - I I .."111 I I I - I P, VIOLATEON OF Wr
11___1:,,,1,,, ", '0 111�' .. �� , ;--L.EVATION :�"": ' �,IGIJNLEI� VIAE" 'It ACTING UNDER TW OIRE:TJON o � t ICENSED
I; , 1, 1,X I , , . I ... -1 � I ......... .. - — . _... NAL. ENGINEER, T, ILTER THP, DOCUMENT 4 ANY WAY ,' AIL15qED, THE
11 I 1� ! I X 4 - I �_� - � BACKFILL WITI-1 NATIVE BACKFILL IN �9"
- 14 1 � I �T�Al� � I T �, I 0,�.IIFRING ENGI�giER SHALL AFFIX TO -HE )0�1.111111- - THE I SSI , TIHF NOTATIOL
1 2" - _F: . �1' � ! "� I'll , � LIFTS, IWATER EACH LAYER UNTIL SE-171-ELl, .. AE�IED RY" FOLLOWED BY THEIR SIGNATURE, THE )AM V9 2 !I ,�, fERATION AND
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i TI 1� .. �� " 111 - S �-,;:f _1 COP�'k:IGHI , ?1� 17 RINGIDIF"UNI., J.P I:. ALL R1 I ' tFSF.R%ED
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1. FURNISH BIKE RACK AS 1914,NUFACTURED BY DERG,, TRANSITION I'_A, " ..._1.B'R,ACT BAND WITH _,_____ . .................. ........... .... __,_____1 NOTES I r � � . �,
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MINNEAPOLIS, MN,,,, '1100P PLACK" ** �.", ... . .......................... .. `�, ' �. FIRST GROWING SEASON AFIFR PLANTING. Ull L EIE,��.'�1!311ED BY: EAS
.: RAIL END ;:AP low, - I , _. 1. STAKES SHALL BE HEMCIIJED A7F 'THE END OF T14F _ � . , . ......... . ....... .. - ....... ............. ,
- .. . ... . 1. ' : : TRUNK MAKING . ...... 6I .. ..... - -
I,.:. - I ..... ... . � ... I. 1. - , P( 3j"
. : O'. V - ....1...1.::..,.. � - - - - � ....... ------ . ..... . - ...... I 2. CONTRACTOR IS RES )NSIBI ... E FOR. REMOVING SOI! ... AND MULCH FROM AROUND THE TREE
3411, GATE POST ------,,,.,, "I'll, I ,,,," ......-I--.- ...... . .. . ... :::::_'.., � I ------ - ". ... . .... . ...... __._ . . . . . . . . . . . . . . . . . . I "ROWN. 1
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/_1_2\H(,.,)ic)j,,,� f3cfle Rack Typ. Ixe
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I �_, , ,,, "I �� :3 � HAND PRUNE ROOT' THA"T ARE VISIBLY CIRCLINC� CIR STP,ANGLING THE ROOTBAI ... L
-.... - CORNEII/ 11111�.. _.___11_1 >< 11", , A,,
N.TA,3. . �� '! L',,ATE FRAME X, � �x el. DO NOT DAMAGE M,'l1N ROCIT'S OR DESTROY ROOT BALL WHEN INSTALLING TREE S"TAKE ,I .
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\c_ - s 01 / ,�.-()151_ I-.. , ......... . . . ..... " 180o INDILISTIR,IAL. TRUS"i P"ID 101/ ......... . . 6 � WATER THOROUGHL,"i' AFTER IN�.TALLATION. I � . ____ ..... . .... . ....... . ....... . .. .
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,�� , Ac'K ,,, " 1V TU ,1,1E1I�IC1<l_i- '7. REMOVE TREE RINGS AND ST4ES TWO YEARS AFT"ER, IN�,`:TAI.L.ATION.
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LY �,, '; , 1. i" ,,,, 11x I I:,-" l"u4j. ) 8� ALL TREES MUST BE TA413GE-C) AD BY (:'..I::�!',I!-.il.jL.."I"Al���*'I' WITHIN i4 DAYS iliFIE-IR lt�t,IDER, (.LOSING. � -CiFill"I ') NYSDOT STANDARD _._..... . ...... . ..... . ... __.....
i ,� 1: >(� >� 11�1 ','� I .. , 1. :1. � GIJIDE RAIL SHALL CONF FI.
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1,31,11". j FI-11 ,,x 'x I I 11 y ,X�/ �:')IIEET`, 606-07 AND 606-09 ' CAI ... E
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I TOP OF ST'Af",E
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In � I _ I" I �� � I .11, 'TRAP1.1, CUT AND RE AROUNE IIHE ROOT BALL IN 6" LIFI'S 'TO ____j - =
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,� I I , :-,,� I , 11 �1� � - I I .� 1. 11, .121, , BURLAP AND WI ) BRACE 111:-EE. I.)O NOT OVER COMPACT,, fiPIEN SECTION -I' __j (.-)
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,�,`,�, !,t� � ,,, � � ALL. S'YNTHET C: MATERIALS, IF \ "" POUR I,ItA ER kll�ROUND ROOT BALL TO SEF -E
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ry') MIRAFI 141'1111I OR � I, 8" - 4 � 5OC1 PS I CONCRETE POST GATE S011 ... 70 EXI.FlOS \ ,,, /I ,,, I, (iij Ji cle rail L, 8 �
IN APPROVED EOUIVAL.F.NT \ 1 4" 1-i-34YIEF', OF IIIILILCH. m.: ... . ...... ) .... _.__ ......... :__:-___ ........... I .... . ..... . ...... 1- ..... . . -
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N UNDISTURBED EARTH .......... I � 6"x6" W2,9xW-2. 9 ,4` HIF X 8" WIDE BERM- 1 I/ NO MORE *THEN I` ON TOP OF ROOT FALL , ,, N.T,S,,
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WELDED WIRE MESH ,'I. ., -
rN ,NBOVE ROOT BALL IN, I / , I ; : � ( .... . . �".",O"'
(N NOTES: \� - 11 MODIFIED SOIL ) :: ,
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-,, 140TES: � — �I CITY OF SAR,l4lR,)I]A 5PRING1 CONCREII: , S :1 ... FICATIONS
..; ( .
Lo A,- 11 e DEPTH VARIES _...... I.."'.'.
COURSE TYPE 4 , ", _� I 11
C�) 1. POSTS AND RAIL.'S SHALL BE SCHEDUI-E 40 STEEL. PIPE 3 FOU114DATIONS SHALL BE CON(PF1_E: WITH A P111NIMUM 28-DA:li' A V I �11_" �':�� -1-1- . . ..... . .... 11. 1-- __ - _ . ..... . ... . .............. ....... .. . .. __
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1. FINISH CONCFZETf" E-111]HES) WITH 1/4" RADILIS ET.X.3ING -rool.., CONFORMING Ito, 1%STM F-1083 AND TI--1E POLL ... OIdING SIZES� COMPRESSIVE STRENGTH OF --,O��.)O P!SI. FOUNDATIONS . 1. a _', . THE FOLLOW.I.NG CON1CRETE: SPECIFICATIONS SHPA-L. APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF" 5AF'1,,A"IF0(.%A �.PRINGS RIGHT Of-" ('Y) 0", r,�
- I HE 'PROVED NYSDOT SOURCI�
.
'"",HAl ... L FIE 'f-HE FOLLOWING SIZES: I'll ,,�'� ,�� �` ;V lt,�� " - J, WAY AND/OR WITHIN T11E. APPROVAL AUTHORI"I"Y TF - PLANNING BOARD. Al ... L. MATERIALS MUST BE FR')M AN AJ- E. 04 it
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F'li"JISH CONCRETE PERPENE)ICI)LIIA To I,'� , : ; J,, 1 - � TITIES MAY' VARY DUE VARIATIONS IN MATE+11ALS. PLANT BATCH 1`11,:J<E'"T�: '.'(,IAL,L BE PROVIDED UP�N RED)UEST BYTHE CITY �
2. MAGNESIUM FL(DA'i �, , ::�! ,-,,'�� LU
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3: F1O5_f,,9,4Il_ TYPE O.D� �,,F,,�_,,,�� I . ,,, -1 � I QUAN L C"I rx'.�, �,:� -
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"I A F 'Alf'PROVED EQUAL -I MIXES AR,E BEIN6 PROPOSED, . I
- TRAvE:A_ *,To PRODUCE UNIFC)RM SUP1,1"'cFE� G A TE 4" 'TYPE D I J1.]i- DEPTH , , PRIOR AFTROVAL SHALL BE: OBTAINED FROM I HE: C TY ENGINEER.
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. DIRECTION C)F �,Z�' I i L� 1- ��� it 0
;1: 11 - I I � �,;, �: ,I ' - I-Lf - PROVIDED WITH 711E TEST RESULTS FROM AT LEAST 71-IRl"E (-- ) PPEVIOUS JOBS It) 01 ,,�
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m C:0RNER/END 3" ("ATE/COPNER �-I � - I i� SUBMITTALS FRCRAI APPROVED EQUAL" MIXE:,l IS kl.. L. BE I .. 3 - .
I 6 11 48" 1 � : ,-I
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3� FOR ADDITION.AL INFORMATION REFERENCE "THE ("�.'111' OF: . , 1, � tir i �
L? gIq r L.1 N E 2" LINE � I ".,. 36" � � I 2X . I � ... �, ... .-T...- ..... . _... ,
�.d _1`JP,/BO7TOM RAIL I 3 : � : ", " , ., 1, �_ - -
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I FNC:E: S:,HAi___ BE INSTALLED 1:114 AC:CCIRDANCE WITH ASTM 306R-88. WH*F".`.J,J1 AIR TEMPERATURES ARE 90 1) ' � _-NHEIT AND A - -OCONTROL ...... .. . .. - __ — I - � - ....... ...... . ---
SARATOGA SPRINGS CONCRETE SPECIFICATIONIS, ) SHEET C-501. �� i I �; 1,4 __ �. WHEN AIR TEPTPEPA'IURES ARE 50 DEGREES FAFIRENIHEIT AND BELOW, A N011I.-CHILCIRINE ACCELERATOR I.; i"u ILIIFu:11:) PER A.C.I. SECTI`,__)IIq
1�" ",.,l I' I , ...". ......... _ ROOT BALL . : ,-�
I � 1:v, 4� F FGR,EES FAHRE BC11JE, AN '.INCREASE IN RETARDER .11 REQ JIREF) . I . aJ < LU
"t GATE. FRAME, (,I-4' LEAF) I ar-
7N Heavy-Du-11"y Cioncrete Slab - 8 F ;5'67 AND GATES SHALL BE 1111S�FFALLED 114 ACCORDANCE ',K)TES: PER. A.i`_I. 305R-99. I
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� � ,. � N.T.S. W.1 TH AS"PA F-900. I., -STAKE!') SHALL BE P,011IOVE.0 AT THE ENDOF THE. FIRS1 (3ROWING SEASON AFTFR PiL." I ING. -
� �
.i j MAKING SURE" TCII -3 : .: "I le .1 -II
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c� - �y . " I 2,, CONTRACTOR IS R�SPONSIBL - E , CONCRETE SHALL. HAVE. A MINIMUM COMPRESSIVE �.`�TRIENGTH OF 4000 P.S. 1 AT 28 1141, S AND SHALL CONFI)RIII 'T'Cz I'l-li:__ NYSDOT 2002 -
.
N . �2 . FENCE FABRIC SHALL BE 9 GAUGE W'1'11. S:1,7E, 2" MESH, I . ,, EXPOSE THE ROOT C-ROW114 _E FOR REMOVING S01:1.. AND MULCH FROM AROUND THE TRF 1 FI�UNK, . `01IS -T ED IN SECTION 5C111-:2 FOF1, CLASS "A" MIX H) EQUAL',
I -
1� BLACK VIN'Y'L. Ck,11-LN LINK CONFORMING 1_0 AS"I"M A-392, 5, L'I"'INCRE'FE PAD SHALL BE 6" : I"LITCli", 4,(.N)0 PSI CONCRETE I I � SPECIFICATI�_ AS LIS - (OR APPROIA.- Q I
Ul) WITH ,;,?,I5X2.6 WWF ON 12" SHEIB.ASE, NYSDOT TYPE 2� 'I. HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR .:_1'RAN6LING 'THE ROOTBAL.L
J__ KNUCKL.F.D XT 'THE TOP AND TWISTEI) ArIk) B,AFu..m,-'D AT THE
LU . .) S � NOTE: A SUPERPLASTIC"'IZER MAY BE USED 'T() INCREASE SLUMP AND WORK,413IL'TTY vil FHOUT INCREASIN41�1 'THE: HAl"'ER-CEMENT RATIO. UP 11
� . . I .
BOTTO-1, WITH GREEN VINYL PRIVAC I' 5'L.A,T`.1'. 4. DO NOT DAMAGE MAIN P,CCITS OR DESTROY ROOT BAI ... L i4l-IEN :INSTALLING TREE 5'1� AKE I - I '..7 O I ... AN. "AL SLUMP ��*FIICPL I':) "THE ADDITION OF A �
U-1 TO 20 PERCENT OF 'THE: CEMENT CONTENT PIA)" BF 'SLIB.'ST TUTED WITH PO',,`2' IHE INITI .) � DETAILS ( '11 )
= �," . WATER THOROUGHLY ALf`T'[_j:%' INSTALLATION.
Ln .1 : I SUPERPLASTICII.�..'ER IS APPROXIMATELY 2 IN(:J4E!]; ]FC! :? INCHES.
. 7. REMOVE TREE RINI,`�5 AND S1."ALKES TWO YEARS AFIFER 11161FAL.I.-PITION.
1-1 -,
n 3 '"' - , � ..... \1 1)uri'ipster Enc1..oJJ.jsi..iirc-.--! S. ALL TREES MUST BEE TAGGED AND APPROVED BY I.':.0NSL.II_1A1`,lT WITHIN 14 DAYS AFTER. "I"ENDER CLOSING.
< .... :.:��:: .... �.... .H1 �
,�. ...... : . ..... :: ......... - .......- . ... - .... � ............. __ - 4. ALL SIDEWAI ... KS CONS-TRUCTED FROM NOVEMBER 1. T -�CUGH APRIL 30 SHALI ... BF'. TREATED WITH A PENETRIVI'111IG TYF)E PROTECTIVE ........ 111"... ..."...I�'I.- ....... . _...wi___
�-,, I. 50 III, N,T,S. SEALER PER N'Y'SDIDT ITEM 71.7-03 TO PRTE(�7 ,THE." �::FIESH SURFACE AGAIN'S 'IF SPALLING CAUSED BY SALT INIF11 ... TR,ATION.
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lzt I �_ .. ,..'1..,..,...,: ..... /
-- - " ' ,'
rq � ,It- 1, .. � .. I k \ Tree Plai"Ot.itlf,:j 59,-, To 50% ` . -OR CLASS i CONCRETE MI)(TURE (01P, APPROVED EQUAL), a
1�1 0 .......... . .. .5. ALL SLIP- FORM CC)N,::P�ETE CURBING SHALL CONFORM TO -THE REQUIREMENT!: � �. F �
r1j �-;_- - �501 / 7--- N.T.S,
1714 � .. . ........... . / - -:10M -THERE TO SHALL BE"." 1111,11': .. "I � I C - 50 11
�� 6. ANY CLARIFICA'T'IONS REVISIONS, OR MO(`,IF1ECAF` I S -I IF'-' SUBJECT TO APPROVAL. OF 1"FIE. C'TY ENGINEER.
CL 411W,�Ijlffl I I �niiii�iiiimmmii*Wwmiwmmmmiiw�uiuiikuuilNlmmmwxm - ____ - - �uimmmim*Agm : mmommm IN NMI ..--- - - I � I --------- , --..---.- aliwomoot 1� I . . . . . . . . . . . . . . . . . . I -..---- 1! Immmi I 111111H i .----.-... 7 of 9 1 1 0
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1. C011IF1,4CTE.�D PIPE ZONE BACKFILI ... AND BE DDI NG TO BE
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"ER SPECIFIC�ATIO ,
GRANULAR BEDDING - ,NS ('IF! A. 0. B. E
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2. TRIENIC41 BA4."�,'IFILL TO BE SELEC_ FIl ... L IN t..AWN OR
-VIDE :2 SUE,�-IA,S-E FOR
N0IIJ-`.31LIFkFACE.D AREAS, NYSDOT I
PAVIEPI AND HARDSCAPE AREAS.
..
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3� AL L E )(CAlR)!!,TION AND TRENCHING �.-YHALL COMPLY WITH
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OS,HA REQU.IREMENTS AND ALL 31-'A�TE' AND LOCAL SAFETY
R(_.: Ci ILI I ... A T I� o III -S I
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01 T`, r,- i(:aI Utility Tt ellf,:h Detail
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CATCH RA'..'].N FFIAME AND SIDE OF III I'll"
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GRATE As I'll ALI 1-1 F A CITU RED BY P T cI ..... � \
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F 7 11 ISH I ' :'[) CiRADE, GRADE PER TO P OF RIP -RA I ...,
� ELEVATION OF PIPF-
NEENAH FOUNC)P,Y' COMPANY, S.�'�-�l'E",,�'C'�:',?�,1*)�l�lq("3 PLAN DIRECTING \
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ilCiE* FO CATCH BASIN CENTERLINE ON SIDF
DR,411'I
RAJ .... I`E:P,N NO. R-356.1
:
SLOPES OF CHANNEIL.
CiR,OLIT FRAME .___ ...-. '� __
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NOTE: C(')N1,',RE:'TE. GRADE RINGS 11 �� .... ,,, � 1, 1177 I, -,::,"" l.","m
,,, � 1,
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I OFI, APPROVED EQUIVALENT 1, 1. \ I I 71,11, l"'I", ,,, le",
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INSTALL III , q -I
aI ........ . . .... ) . ..... L i� ............ ..
PROT E CTI ON `.`,Il1IUL_TANE:OUS. I I A - . ....) �
WITH IN`:;rALL.A'TI()N OF 1, �, I r I L IFE P FABRIC, MI
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CATCH 8,"�",' IN F:'RECAST CONCRETE DRAINAbE 14
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. .... ... . ...... . ..... . ....... . ....... --..-.---- / ........... 1.
.,,TRU(.:rURE. AS MANUFACTURFED .
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APPROVED IAIIP,�,iULAR, BACKFIL' 4 1
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MATERIAL. �10MPACTED TO 5% (Il ...... _,�) � I
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STANDAR�L FFkOCTOR DENSITY :
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1. STONE SIZE - USE. 1,4 INCH STONE OR RECLAIMEr OFI, REC ,ONCRETE El�'��UIVA_F..N f . ,#, ,I� "I .1
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2� LENGTH - NOT LESS THAIN 50 FEEET (EXCEPT hl A S-111I RESIDENCE LOT WHFR['_' A 30 "`_ - ... . I C UTC� F F r R All Z"""', " 2 .................. .. -,-- I� of
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FOOT MINIMUM LENGTH 0KILILD APPLY) . -- B DES161"I BOTTOM 1 � 1. < E_
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FABRIC `� :CTION A A ENCH 2 ,,, I ""'
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I. WIDTH - 12 F001 MINIMIJI'll BUT NOT LESS THAN 7HF F`-I,JLL WIDTH .AT POINTIS W'HERE 4�
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S OCCA.IRS, 24 FOOT IF SINGLE ENIRII TO SITE. C-1 .11,
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5� GEOTEXTILE - WILL. BE PLJN.ii�A-D OVER THE ENTIF,.E AREA PRIOR 'TO PLACING OF S'TONE.
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6 "UPFACE WATER , ALL SI.IRFACE: 14ATER FLOlIll' OP DIVERTED TOWARD CENSIFRIA,: �LION CONSTRUCTICN SFECIFICATIONS
ENTRANCES SHALL 8� PIF11ED BENEATH THE EIII ,'E P IF: PIPING IS Ii0P,,l 'ICAL A
MOUNTABLE BERM WITH 5:1 SLOPE'S WILL BE PERM[I'TE-1)�
1. STONF IntIL.L. � BE PLACED ON A FILTE R FABRIC: FOLINCIATION TO THE I ... I N �-. -1.'3 , GRADES AND
I LOCATIONS, SHOWN IN THE PLAN,
7� MAINTENANCE - THE E1147PANCE SHALE BE MAIN'T'Airl IN A CONDITION NiiI(Ii-i WILL
PREVENT TRACKING OP P�l ... OWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -W,A:Y. ALL. TIll'All-
� :
SEDIMENT SPILLED ��'ROPPED, WASHED, OR TRACIll 1101,110 PUBLIC RIGHTS -Of 14I 111.11:)T BE 2. SET SPACIFIl' OF _HECK DAMS TO ASSUME:, THE ELEVATIONS OF THI ':FI,EI;1 OF THE
- -
.
REMOVED IMMEDIA1 ELY. DOWN", �RJEHAVI I)AM IS AT THE SAME 1:1 LE'VAI ION OF: 'THE TOE OF TH!" UP!STREAM DAM,
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I � T -1 ST(.AI,IE" AND .3. EXTEND ""I'HE STONE A MINIMUM OF 1.5 FEF�r BEYOND ,THE DITCH BAIll TO PREVENT CUTTING
B� WHEN WASHING IS REEQLITF'�E'D, IT SHALL. BE DONE CIIIII AIIII I'REA STABILIZED WITI
" AROUND THE DAM.
C ID Ah ,tll) SEDIMENT TRAPPINC. DEVICE.
4 PRCTFCT THE (:HANNEL DOWNSTREAM OF THIE LOWEST CHECK DAM FFt(')M SCOLIP AND EROSION 'yl
i4, PERIODIC INSPECTION ANE) NEEDED MAINTEMil �::�iAl_.L BE PROVIDED AFTER FACH
RAINFALL EVENT. STONE �YIR L:114ER AS APPROPRIATE
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5. P4SUR�E` '"I"HILAT c.:HANNEL APPURTENANCES SUC:H ,I) CULVERT ENTRANCES BELOW CHECK DAMS ARE In �
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.
SUBJE(PT' 1C, EPMACE: OR BLOCKAGE FRI'M [IL_�i�
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�OIL R—E'L�To���',,I.".I.�.o��,.L.i�,EQL)I ZEMENTI;.,
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SOIL PESTOqATION
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jEj?Q REIIIENTS
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COMMENTS/EXAMPLE
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___.._..______ - ---------
__:::=-
.
NO SOIL DisTuRISAN(.1
RESTORATION IIII PERIll
PRESERVATION OF NATURAL. I
. � . . . .. � ................ .. -,----
. . ........ � . . ..... __ ... ___ ........ _._____
MINIMAL SOIL DIS-RlRR010E
__ . ... . ..... � . .... ............ __.__.____.._
RESTORATION Ill REQI..Ir.RED
____
......... ...... .....
CLEARING AND GRUBEIII'l
......... P ................ .. .. __ -
___--p . ..... - ...... � ........... � .......... .
. .......... . . ...__.. .... . .. _._ ......
HSG A & S, il c,,r,x INCHES
- . . . .................
AREA`� EIHERE t(.;P'�OIL IS
(15'') OF TOPEDI
PROTECT A��E.4 FR01,11 AJYLY
STRIPPED ONL)( - NO CHANGE IN
ONGOING 0ONSFRU( '11(44
GRADE
HSG C & D: �'iLF.�RAT'E' ANID APPLY
ACTIVITIES
.
SIX INCHES (6") OF TOPSOIL.
......... .. — -
___ .... . ...... . ........ ................ . ____
,_, ....... .... � .... . ....... . . P ......... .. . . . .
. .......... . ... ....- .. . ..... � ... �
HSG A & B: AE�`,AiE�l �mlm APPLY
SIX INCHES (I"', � OF TOPSOIL
AREAS OF CUT OR FILL
HSG C & D: *IPO, r-EjL.E_ SOIL
RESTORATION"
—
. . ........ . .. P .. . ................ ........ .. . . . . . .
HEAVY TRAFFIC AREAS ON SITE
. .......... ...... . . .- ...... pp.........-- -
_...... . .... � .. ......... P....--_
KEEP CON'S FRLA-TiON EQUIPMENT
'HESE'.
(ESPECIALLY IDFI A 2'ONE 5-25
FROM CROSSING T )�REAS.
'
APPLY FULL. S011
T Y INSTALLED
� �-) IA
FEET AROUND BL-11, LNtl BUT
RESTORATION*`1 �11E CI�JIIPACTION
,
PRACTICE FROM All ONGOING
'
NOT WITHIN A 5 FOCIT
.
AND COMPOST ENHANII.EMENT)
CONSTRUC7101,1 ACTD,l
PERIMETER AR()LIND FOLINE,4TION
c
(A-1 PHASE
WALLS)
E AREA
. . ................. . ....................... . . . . . -
_____ .. .... ........ P, ........... .. -.----
__... .............. . - ... ...... .. I-— ...... . . .
RESrORATION 11,107 EIf:'Q:.I.1RED,
.
�
AREAS WHERE RUNOFF REDUCTION
BUT MAY BE x%F`Fu1F:11, TO
OR INFILTRATION PF410 D,' ES
ENHANCE THE. P',EDUCTION
SPECIFIED FCIR APPROPRIATE
-
_.... ..... . ...... . ......................... . __ -
____ . . ...... . .... � ................... .. -.----
".. ..... ... � . . ..... . .......... � ........... __
SOIL RESTOF1,47"ION"I 1:5
REQUIRED ON REDEVELOPMENT
-RE
PROJECTS IN AkEAS HFIE
RlEEDEVELOPMENT PF1*:1FH'1l':",,
G Tl,�IPrPV:I:j:)IYjS "
EXISTIN . AREA
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WILL BE C'�IIAI TV)
I
___...... .. . ...... . ......................... .. _.___
PERVIOUS AREA
�
- I ... � .. ... ....... ........... � ............ .. -.----
�
1--_... - .. . ...... .................... _....._.______j
4 AERATION INCLUDES 'THE USE OF MACHINEI.� �.":;IJCH AS TR,�%�_'TOR-DRAWN IMPLEKEWIS WITH COULTERS
I
MAKING ,� ....... NARROW SIL ... IT IN THE SOIL, A PCIL.1 ... ERL WITH IIANY SPIKES MAKING INDENIATION IN THE
SOIL, OR PPCINC�S WHICH FUNCTION LIKE A 111111111 SUI, �11QILER.
:1
-- SOIL. REST )F ,T�L(.j�j PER "DEEP RIPPING AND, ')� I,� .TIFIACTION, DEC 2008. "
, 2.1�_L
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STIOCI,PILE HEI , (.-iHT I ... _11.� �
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.11�_ ... ...... __.,.�,,.... 12264 , - ,
SLOPE""'�` � � I,. *0'
.,-�,,` , SLOPE"N""RIIIIII,IIIIIIIIIII
"I ","',
", ..... ............... _. '-'-;IL.T FENCE . . .......
.
I .
�
1. � AREA CHOSEN F(DR STOCKPILING OPERATIONS �.`IFIALA.. BE 4. SEE ADD II'P�IUNI L [.*.�.JAIL.S FOR INSTAL. E.,401:11ID', oF SILT
DRY AND STABLE. FENCE.
I
2. MAXIMUM SLOPE (.:I[-- $TOC.KP]'LE: SHALL BE 1� 2 5. TEMFI ' 'i' PE"RIPI DIKES MAY BE �:,J.-_,'�,�UtFIIED TO
DIRECT ,�.i..IEAIII F,IIIIII FROM STOCKPILE ARE)V�,", ,REFER
-
� : I �
.3. SILT FENCE SHAI ... �_ EE III ... ACED 10-FEET DOWNIIA-I)PE (:IF: TO EROSION AND SEE)IMENT CONTROL PI .... AN .
"
F( F, T L. 1: III C
EACH PILE, UPON COIIIIPI ... EDION OF SOIL STOC I .11
L .1
TOPSOIL SHALL BE STA13I L.1 ZED WITH SEED AN[ 1) MUL.('11H
:
IF NOT TO BE ['II S_FPWF"LBE1I/LITI LI ZED WITHIN J�JL DAYS�
/I Soil St.c)ckj�,Xite Stabilizat.1"..011,11
�_._ -
- 't_ .... .. ......... � ....... . __
, mrl- rz. T. S.
1 � 2 �
MAX,
- i ; . ...... ...
-
, .
r1j F, � ... I
� 2: _5`111" �
- / I
" 0,`,.
i N:,,"
I ,
1,�� "' .....
.
RIP-RkI
..... . .. . ...... . ..... . ...... . ........ _ . ......... . ....... . . . . ................ -.--- . . . . ...... _._ .... . ... _....'.
END SECTI'OPIIS
- ... .. 1._.__.. - - - . . ...... _,_ ........
.. ....... _..._...11 I . .
FROM STRUC �
.... I........__
L)t A .
(IN.)
-
INV
( FT.)
- � ... I ......
QpL' " Al,
( C i $ )
050
( IN � )
L�j
(FT,)
W
(FT.)
T
(IN. I
. . �
....- . . ...... _... .........__
.
.,,�
CB- ...
IF
8
__
326.90
__ ... . ...... . .....
_l? , 94,
.................. .. _
mi I,I .
-
MIN.
..
MIN.
.... . ...... ..... . ......
I'll I N ,
... � .... . ...... . ............
C B - el
........... .. ...
24
324�70
..... . .. _......_
1 "I;'., 7 *7
�111.1.11....__
MI N �
MIN.
.. ,
MIN.
.... 1 .... . . ... . ........
Ill I N ,
.... ...
SLOT DFIIP iiT ..... . ......
. ..... . .
--I=
I ....... . .. . �.(
_:�
� .......... .. . . . __
325.81
J�
......... �;--:�
2,
... ..:.., . ....... . .....
... ,�;.i.i,.it
I .... . .... 1,
... ....... ...
-
IN.
i _E=
��
MIN, '
.. .1",
...._ _
MINI.
I ... ....-
1 .... .......................... .. -.--- . ...... ....... . . ................. __...._.___
RI P RAP DIMIENSICIW"�*,
. ...... 1_1 ... -.1 ...
D El (,I
(Ill )
C MAX
ON. )
. .......... . ...... . .... . .... __.__
...
. ..
FILL EQUIVA-Ehh,
----- - - —
'THICKNESS, T
(IN.)
. . ........... -1.
e.l.
.1
6
. ..... . .. ....... . .... . .. ___
- 2)
FINE (621D.I.K.
__ ------- - -
12
� . ...... . .... .... 11 . ... 11,
f .;
9
__ ...... . ...... . ......... .....
�'�,
LIGHT (6"20. O'�11 I
........ .. _____
14
.1.1-1--.1.- ............
(:,I
...... .. -,---
14
. .......... . . � .... . . ..............
LIGHT (6"11210.,1.3)
....... . . -.----
20
.1 .... . ......... ....
12
�
18
. ..... ......... � . . ..... . ..... ____..__,__
MEDIUM (62G�0,4)
27
... . .. �� ...........
:1. 5
.. � ------- __
22
--.......-......-........,...-.........-.----
�.
MEDIUM (�.l
32
1 .... . .... . ... .... . ... I
I 18
:27
. ......... . ...... ...... _.......
-1
HEAVY (6:20,05�
....... .. _____
32
....... I ...
2 I
......... __
32
__ ... � ... . ... � . . ..... . ....... . .
HEAVY (6"I".10 05�
- ......... ___ -
38
.. . ..... _1_...._....._
24
. . ...... . ................
36
. � ......... -
_..... . ..... . ..... . ....... . .
....1.11 . .... __ . .......
........... ---
43
....-I
INIOTEC�
.
.1. MINIMUM APROIIJ I --- ENC.'I�H (L�) IS 6 FEET, TFIF: �LIINIMLIVI APRON WIDTH (W1 l�: I
FEET .
. :
. .
2. APRON WIDTH AT PIPE SHALL BE THREE (3) TIMEIS Fi-IE: PIPE DIAMETER.
, I .
:3 . iAl ... I ... BE INSTALLED WITH THE MINIMUM DIMENSIONS PR,O�JTDED
.. CULVERT INLETS SF .
UNLESS OTHERWI��E NOTED.
4� MINIMUM RIIII BLANI.,:�E-r -THICKNESS (T) SHALL ... BE 12" UNLESS OTHERWISE
NOTED.
CATCH BASIN
GRATE
REINFORCE[
CORNERS
cc
AREA
LIFT
STRAPS
-
OVERFLOW PORI�:�
I
SILT SACK BY DANEIY
PRODUCTS, INC, OR
APPROVED EQUI),(Al
DUMPING
STRAPS
CATCH BASIN
I., . ...... _...
.
, A � ` W4 t Inlet F."i ... f.,)tection
Riprap Outlet Protf.-�ction '' - - \ � ...... I - ' n - ser .... ... . ....... . ..... .. ..... ............. ___ ....
-
__._.__._ ....... ;T -
.T.S. C: - 1. ) 0 � N.T.S
(-�,� ...... . . � ... . ...... �
(C __Ll� ll .. . ...... __Y?
*SEE PLANS FOR CO:ll T'(F[-*-
30" SQ. COVER, NEENAH R-1557
24l' RND. COVER, NEENAH R.11.878-AGL
OR APPROVED EQUIVAI
/,
_\
J..
....
� 11.1=1111
"a T,
1�1 � �,
4"I Ill ,
I
'11AIII MAX'' ___
-,---
�
'
24'' �T11-l"...-
f",
Of.,, .
C'il'
72
C ..... ... ....... I
31,
30
"
� ___ ',�"
PRECAST C 0lI,K:A'ETE,
_
_1
MANHOLE SI-AS 1-C)P
12" O.0
(H-20 L CAI) I N G ,'I
. ....... I
_'...'11
_.-I"......- . . .................. . ..
STEEL REINF. (GRII 6ED) ....... . I 'I-, -1
F,"Y': 1:
L. I:. Ill E
COPOLYMER POLYPkir.) I
- 1
-i I: R
) - ..
... I* IAME -
MANHOLE STEPS,, PI,A .
-- PER, PI ... 41�1`4
�
INDUSTRIES OR AP'PRO'll
1
E Q ILI I'll 1. I` N 7-
FLOW,_ � PIPE
��....... -.--
COMPACTED SUBB,4,S .... . ....... .
NYSDOT TYPE 4, T"YP ............... . V
E,
=
a)
MORTAR INSIDE ,411) OUT
�r
i
. ......... _... ... ........... SHIM COURSES
-
AS, REOUIRED TO
F�,,Fulll(� FRAME TO
__.I
I-:I:N1:�:,HED GRADE
;
. . ......... . ....... ........... PRECA' T REINFORCED
.--.I CONCRETE MANHOLE
.. .
SECTIONS BY FORT
... ..
.1
—
APPR()VED EQUIVALENT
M' L-LER CO. ,
',',,, ...... BIJTYL ROP L E OR APFI
.11 ECA.UVALENT, TYR.
-_ _L Z � ... . .... . .... 1-1 ... OK STM BOOT CONNtlJOR
" 9.
,_.�
il
OR APPROVED EQUIVALEAf
... ... . ..... -.1 ... . .... I ...... I
)-
-
I PIPE 'I F:LOW
IF ......... .
')' -UMP
1.2 �
.
- 1 IN � �` ,41,�. J, ,� ��,�,,<'�,,
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ll.
.... -
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....- TYP�
NOTES�
1, APPROVED FLAT TOP!.-,
-
MA'Y BE UTILIZED FOR 'ZHAd.1 ... OW STRUCTURES.
-
THE TOP SHil ... BE:
,J ",THE OPENING
DIESIGNED FOR H20 LOACIEN,
' �:
SHALL BE PI .... ACED OVER THE STRUCTURE �`,.�Ii`S.
:
2. EXCAVATION 13HAL.L.
FIF: KEPT DRY' AND DEVIIA,TERLEE) AF ALL TIMES.
�
-31 ENTIRE STF1,l,!C.,TI_IPF
. I
" "IHALL BE BACKF .LLEI' WITI.-I GRAVEL THOROUGHLY
,
COMPACTED IN 12"
MAXIMUM LIFTS WHEN IN";TAILILED IN EXISTING OR
�IIGHT'-.(F-WAY.
PROPOSED TOWN F , )
/_78 -'\ M a n h c� I e ( '" I to rm )
."
� - - ..... ----
�c__ioy .. .... .........
I'll 1 . S,
: -
BURY END�.l 011 TOPSOIL, �IEED AND Ill AS REQUIRED 'Il: I 00IIII
, - .1 Z,
� /
BLANKET, TYP. AS PERCI ELIEVATI[ONS ACHIEVED.
,/
� "I"
'I NI S TA L I P
r...... .. " ' - . ir3�L.,AI\IkE:T ON ALL
- l EQUIRING
, / OPES 1 ON 3 OR STEEPI (Q. NOT' RE
5 L.
RIP.-IRPIP. USE EROSION BLANKETS 'T'(�:E SC
�
1, '15CIBI'll P STAPLE PATTERN "'A" , AS MANUFACTURED
I i � I
Lf'", I I F,-`lY N(')z��TH AMERICAN GREEN OFF APPROVED EQUAL.
.-
I I '
I
.� '
i �
6-
, 1'�'. .�_.:�:�
H ,
I_-1-1-1-1 ,
11-1.11 I' :1 �.�., , ,
, I I ,
" ,
- � � I -
I � -,
I �
� L
I I
'. � 1111
i1_11-11_j ii I- ......... j I �
I � I - I
I I . �� :. I 1 I ---- ::7-:1 -
i 1 !,�_ .... ��_:
�
,::�:�:�:�::.�:� I !I � �'��,.'.:,. P, � I
� I __
�!
� 11 S-1
. -
I � �,L__ ii ,
.11-11. - I �
I � 1' :�j
!� �
� � I
- E ---------,---' -.. � L I
GRADE Sl....11 -"--_ _ �._
NOTE`I!�
. ... �j(
� �� I
_ , , .
L
�
1P ANCHOR 5;.,ANKETS AT TOP OF I 1'., `!] ....
�.:�::_:::: I- ,
I I � I ,
SILOPE." IN 6" DEEP x 6" WIDE i ii -
.�
L
� I ... i I i-111 .i I -
'FREIVCH E�ACKFILL AND COMPAC.'"T _ :,--
-1 i 1::__�'�': .... I I I 111 I
,
- __ ... 1 I __
F
.1, ,
1`1,'�EN(.'�i AF"TER STAPLING. ,-77T!
f:7 i 1,_�_..'_ .... 1 1 1 7-- I �
- -
, �
2. EDGEI-1 CIF 1:1RALLEL BLANKETS ( I , I, -
�
'��"� , � � " L
: - ,_�. .��::�'_ I
FOILF f BE. :,TAPLED W 1 ;
�_,�11 I I ,, I I - .'_ I � I E_ 1
-
I-- -
CjVLRI ... AF'� I __: I I, 2__ "i I - 1_1 I r'- . .... ..
i , 1 1 — , ____
.. -;�., ... �:, - ...
3� 111ID-SLOPE: BLANKETS SHALL
-
�
HkkVE A MINIMUM OVERLAP OF 4".
r ....... _"..",
011, I.:� 'I S'lope Stabfti.zat.,:11.011
� ....
II .. -) 0 l __._.__ .... . ........................ . I—-
� .... :: . ...... ,::�)Il ..... � ....... N .T .S,
I ..
. ..... : . ....... 7
BURY PER
MANUFACTURERL ",
INSTRUCTION' ,� P
INTEGRAL WALL
)
' ",
.1" COMPACTED SUBBASE,
11 .
N'YsDOT TYPE 4
ll')' MAX. ( TO C.
1--..", - . ... ....... � ....... � ........... .. -.-----
/'
� c
.
FlEE4,5PECTIVE VIEW
�,�' MIN, FENCE PCIS.T
WOVEN Id'I � `II- ��ENCIFE I:MIN. 14 1/2 z .. ... . .......
GAUGE I,, M,`,�� 1 6" . MESH SC) '` ... �,.�
WITH F
A
TEF'
,"LCYTH
DRAINAGE A .... . ..... . ...... I . ... ..... . ...... -EARTHEN BERM, SAND
10"
G
SWAILES, STORM * — * ...l......- 40 . ......... .... a- * ----n 1.
DRAIN INLETS, )"THEFF, STRUCTURAL
� I l'... -E
WETLANDS, 100' MIN. TYR ::x ., ..... . 4 % D�, . APPLIPENAll
SIREAMS AND 'All ........ .. -........... a -.Jul I -
0
OTHER SURFACE I
0
WATERS ,,, ....... . ...... . 1: 0*� RE.TE WASHOUT AREA
1 ,- .... ILI, PI ...... -
0
MINIMUM 8'x8'x2'
� L_xWXD )
..,
;I,- 0
14
Z:
0 m - ,ol
I ,0� ..... . .... FENC F
C,
m
I
I *
I "
K"""",
I 0
� �; ... .
,
57��,;� . ...... . ... .
1 06c 1
l "I'll,
, ; ��o
.,
0 1 , 1!51'
"
SIGN IDENTIFYING ....... *-,, i 0 _ ", : �qr .0 . I
,� .... " .
CL ,,, �; "' ,
SITE AS A (,::ON RETE ". I K"
'11
S
?� 10' WIDE" CRUSHED 'STONE
- ___
. L� Ill _� - )M PAVED ROAD TO
�
� 'I ..
!,� I � ,,-,
." 11 11�� ENTRANCE FF0.
PAVED ROAr.4AY . ....... . ��,� ;', - ", 1, ) T PIREHA
: "`�� - " I WASH( 1.) .
WASHicur AREA
11-1 �I_�,
11-1 I '._-�,
'_� r, "', ,,,
. ........ -1- � .J.- I
"I .... . ..... I-- EN C, E
, I . - I
I . U ROADWAY ,,
PAVE'
'A' .......... .T \
.
RZ ("ONC.R,E"FE I4A$IIOLJT AREA \
MINIMUM 8'x8'x2' DEEP
/-* ..... \
,
-,
__ * --1
,_ I
0
I— -
— T!1�
-
1
-
0
_
I "' " Ir
,
I
I
" .
"
*1
11
` .
,I
-
_1I �
.- ,
�,.;"l
,
.
.
, " "..R.-IRRIR ... R_."4l I I
� , -
,� � F,�; r�� I
�� �_�
k� J"', 7 1�. _1 �rj
74;�
f
I 2 "' N 0,, :1. C: R EJ Is H ED S T 0 N E
:
FROM PAVED ROAD TO
LINER
�
WASH(DUT AFIE-A
�'
.
10MILS MINIMUM
I
S I.. � ) 1:1 E 10 FAll ' L 1'7-Y
PLASTIC LINFER
ANICHORED
BEYOND TOP ("), F
:
PI T Wi I H
.
.
SECI ... F0 N AL - A
S AN ()
,
____
BAGS ST(All OP
OTHER
Z!
F-I
2:
c
-
Uri
I
I �.-Ri ............ .. -.-----FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) . ......... . ...... . ..... . ....... . .... ,_
- I ,
,
I ... . ... I ,-- - - -, - - ------- ------- __ - __ - --- _ -_ ____ ___ ............ r
-
..
r�) �-,�
� "F.-.
rA=n$19:8
Al
�.
Il
Is
I'll
\
I'l WATER LINE
RY SEWER (GRAVITY OR
.
AIN OR STORM SEWER)
SEE NOTES . ......... . ...... . .... . ....... . .... -
NOTES :
. -
(REFERENCE RE.C'0111111IL-NDED STANDARDS FOR WA'EV WORKS, 1997 EDITIONI "TEN STATES STANDARDS" I
- - .
-
L" ... 1
..
: , �
.
1. WHEN IN.' -.;"['A[ ... L.E.-D PARALLEL, ALL WATER AND S)6fll I-INES SHALL HAVE A rliINirl SEPARATION OF D)' , E.DiGE: FO EDGE. IF mip,ii.rl
'. .
- 'I'll SEPARATE TRENCH OR ON Alll IJND STURBED EARTH SHELF: T(D ONE SIDE OF SEWERL, W,111
-ANNO7 BE M A I N T WATER MAIN SHAI ... I ... BE I, I )
C I A 1. 14T 2'", I
BOTTOM OF WATER MAIN 18" MINIMUM ABO,l *TOP OIF: SEWER PIPE. WHEN CROSSING, MAINS SHALL BE �l'.P�l!�'.'.'Flt�Ll..[..[::[�'I TO INSURE 18" M111I
. .
... . ...... . .... _
� Ti 0 T �, - TSIDE. WHERE WArE"R FiAIN . -R, ADEQ
-.:FIAR,A .1\1 BETWEEN _*-�" D E: TiD OU - I.'3 UNDERNEATH SE�IE- IUATE: STRUCTURAL S1UPf1OF`,,'T'
VERTICAL SF PIPES, CIJ 1.1 . 1.
-
': THE ABOVE MINIMUIII THE.
SHALL BE PPC)VIDED FOR THE 'SEWER TO PREVENT DAI`,IAGE TO WATER MAIN. Wl--IEzH IT IS IMPOSSIBLE TO, [IRCI'll .
S I .� . .) . )I ) .. I � ..� . . "!X1 PRI()PI
'EWER SHAL.z EE: [ESICNED AND CONSTRUCTE[ EQUAL. 10 WATER PIPE, AND I;I.-IALL BE PRESSURE TESTED, TO AlIl"ORE WATER TIGHTNES
) 1.
TO BACKE"11-1L.JIN(':
t S E� [.'.,I E1 r at i o n s : P 1,'.3 r a I.A. li,%.-�'I a n d C r o s s ra (W-7)
. I I
i g
.I-.--- _ ... � ... . ...... . ..................... ... .. -.----
V 1�rl
�-,� - N � T.s.
�)7
N I) I` E:
I --
A t ... �.. C-ONCRETE WASHOUT �:AC ILI TI ES SHALL
L� :
EFE CONSTRUCTED IN AC�'�J-P0,4I TO THE
I
.
) .� .� F4IA�:)AFU:I.1.:1 AND
�,,.( IF NEW YORK STATE `
S FIECI FICAT IONS FOR EROSION ,11140, - SEDIMENT
(",01NI-ROL. MANUAL, SECTION 2, FlAlSE 2.24:
:
.
sTAIll IC.:AT'I1()N F�:)R, CONCRETE
'1FRLJC.K WASHOUT
. :
.
MAINTENANCE:
.,lf.:D
:1 � AL.I., CONCRETE WASHOU"I" FACILI-TIES SHAI-L BE INSPE. � DA11.Y. DAMAGED OR
LEAKING FACILITIES SHIAI ... L ATED AND REF I 'AIRED CRL REPLACED
3E
r DEACTIV
:
IMMEDIATELY. EXCESS F',AINkfll THAIT HAS ACCUMULATED OVER HARDENED CONCRETE'
.
C ;I
SHOULD BE PUMPED TO ,I!, SUBI LI ZED AREA, SUCH AS A GRIII FILTER STRIP.
�
- � --, OF THE STORAGE
:12,� ACCUMULATED HARDENED MATErIIAL SHALL BE REMOVED, WHEN '7151
:
CAPACITY OF THE STRUCIURE. IS FILLED. ANY EXCE",S IfIPISH WATER SHALL BE
: �
-0 A CONTAINI VIESSEL AND PROPERLY DISP�hiEl) OF OFF SITE.
PUMPED INI I .)
: .
�. Tr
3. DISPOSE OF THE HARDENED III -EPTAL OFF -SITE IN A, CADIll ,:I ION/DEMO LITI ON
'-ANDEPILL. ON -SITE DISPC)SAI... MAY BE ALLOWED IF "THIS HAS BEEN APPROVED AND
. - I
� - ).:
-E:'PTED AS PART OF "THE PROJECTS SWPPP. IN THAIT CASE, THE: MATERIAL SHOU ... E
4I C : .. . I � .,)
" ,
'l- RECYC -'D AS SPECIFIE:1), OF`,� BURIED AND COVEREE.) on"'r" A MINIMUM OF TWO (� ... 1)
E I.. .LE I.. .1
: -7' OF: CLEAN COMPACTED I I!%IRTH FILL THAT IS PERMPINENTLY' STABILIZED TO
F I: E .- �.
-
Pl",'�E'VENT EROSION.
-
�I_ HE PLASTIC LINER SH,,5,LJ._ BE REPLACED WITH EACH C'A...EANING OF THE WASHOUT
FACILITY.
1 - �
5. INSPECT THE PROJECT SITE FREIQUENTIL'Y TO ENSURE '111III NO CONCRETE DISCHARrjl::'i
ED
ARE TAKING PLACE IN K"IlION-DE:SIGNATE, AREAS.
,
,
I I c) rl c r, e I
),:
.. . .... (", , te Wa5h,�',I Li t
STRUCTURAI ... APPLIRENANCE
: __.. �
, - ____..____._ ... . .... � ........... ___
N.T.S.
C�( .
�'
..... . ...... ::::...:: ......... .. :�
�
�/
_1 :) -
C -
P
(. ....... Y
,
"r--WOVEIN V,l FE . NCE
/ (MIN., 14 '/,'�' GAUGE
''
/ W/ [I (;' ME:SH SPACING)
All
I
" %
'
F.PEI
IIG
H PENCE
36
III
ll. . � - 4
, CONSTRUCTION 1; P E C I F I C AT I 0 IN,:,;
POS'11,.") I)PT'll MIN, 16" - -
INI() GF,"OUND. ---. 1.
.: '� I -
1,. WOVE'N �IiIRE FENCE TO BE FASTEI'l SECURELY TO FENC, POS"T�: �111_,� WIRE
: I
.
HEIGHI OF FIL."TER, TIES F';IFk STAPLES. POSTS SHALI ... 131E. ,;,r---E:I- EITHER 'IT" I)R "Ll" 1 1PE OR
HARDWOOD.
= 16" MIN,
� : :
2. F_T`Ef� CLOTH TO BE TO BE FASTENED I ECURELY TO WOVEN Wil FENCE
- . I; ... I
1. M I N WEIH T"IES SPACED EVERY �241' AT TOP AND MID SECTION. FE,NCE.' SHALL
'.
20
MIN.
FLCIt,�,
-
--------.Z=:.::::-.:---�::""::- , UN'li'.t!--.,"r'll.�Fi,I:IE:�l':' GROUND
" - .... I ... ..... - �_l
... . .... . P .... I- 17_4�
COMPACTED SOIL
, .......
EMBED FILTER CLOTH ,.-..p .. . ...... 16"MIN,
,I!E MIIII OF 6" IN GROUND, Iiij
.... I. I 1q.. �, � -- I
$E(I 1. 01N VIEW
'...N. :__1_.._ ..... ....
J"
BE WOVEN WIRE, 12 1/2 C,ll 6�' MAXIMUM MESH OPENING,
. : :,
3. WHEIJ TW() SECT LI ONS OF FILTER CL0FH ADJOIN EACH OTI-IFER THE:."if SHALL BE
.1
OVER, - I ... APPED BY SIX INCHEt) AND F-C)LDED. FILTER CLOTH SHALL. BE
EITHER FILTER X, MIRAFI i0OX,, STABILINKA T14ON, CJ�� APPROVED
E C) 1.11PAIA.i., EIIJ T .
4. PREi:ABRICATED UNITS SHALL BE GEOFA8, ENVIROFENCE, OR *-'1P`4oVED
EQUIVALE11T.
-
5, MAINTENANCE SHALL BE PERF?�)RIIIE'DI A,.') NEEDED AND MATEIRTA1 REMOVED
WI-JE-Ell "BULGES" DEVELOP !11,1 T'HE siL.-T FENCE:.
--I'll !.-'.,;jL1A- Fence
/_1__0
_. -
I/ ... N . . . T .. .1 - � .- . ..
"
n___ .. . ...... . ..... . ... �,EX(.:AVATE IF: NECESSAFI'y'
,
FOP', STORAGE
!UZING I "', 011W
. IPT"1 11
-
1,51 `N-�: * RI".ER �MBEDDED 1- INTO COINCIRETE
P,
"
.IP":,4 ;,% �.. :) .
, , , �,
lll� ...... � ,�,., ., OR
ST#1 ST*2 :,P, / : I
Al, w 1,, � lviE:.r,l PI.JI:rE WELDED ALL ARO�JNDP
1-11 . ,".", 11R,
�1-1
1 �_
BARREL DIAMETEF� lII1,I' �� 12 12
- I I . . . ........ I_ 4. 0 M I N
RISER DEAME' I IF! 1 : 12 12 �,
I-,--,'
I , ... - .... . PIPERF:ORATED RISER
DESIGN VOLUME'.: (CF): 1 , ,5oo 1,500 11 - .---
. OR FLATTER l'-6"MI �
I
0 �
. i .�..Ip .... . ....... .-P..- ....... ill
DRAINAGE AREA, (AC): 0.8 0.8 ALI ... SLOPES 2:1 1 . Il /1110
Ill ,
I . " --A
RI P i' ... k A' P 5 0 ... TO �-- HARDI CLI)TH
PROTEC TI ON . 0 1 III � a ... WITH F �_ ILTER FABRIC
.1 I", I-
- SECURELY FAST I--- N Ef.)
"" , .� I
III � I''. .- —l`"`l""`l,
A
. A -I .Ol .1
l-'." . .... . � . 11 I 4 RIIIIIIIIji
1.i I' .� .Y " - � .,
!) � I ,,P", ,
- PROVIDE -J I
. ACCEIII , `:`
I ........ . -IGHT �_ W .�
� III
TION 1,11."
1".........'-.1 JOINT CONNEC '\ ..... . ..... 14 z= DI�VETER
1.0, :�'
CIF FtISER (>24")
EM BAN El N F .�' (TION THRU'RISER
- ...- ........... —
. 2L.:
�
. ..
CONSTRUC711`3N SFI�r ... 1:...".F:ICATIONS
�
-OP 2 /'- OF THE RI'. E!, ' FIALL BE PERFORATED WI 1 H CINE:
: :
1, AREA LINDER EMBANKMENT SHALL BE Y11:�,�IkFil GRUBBED AND 1(,). Mi.i. I 3 � � 1.3 : . 1:
_`
" " �
STRIPPED OF AN'Y' VEGET �TION Al '',� : MAT. -THE POOL AREA � 1) INCH DIAMETER HOLES OF� SILITS SPACED SIX (H�,) INCHES
I I
.
SHALL BE ci-r.-ARED. VER'IFIC-ALLY AND HOPI Z ,',�NTP,LLY A1`,ID PLACED IN THE ��,ONCAVE.
PORTION OF PIPE. NO HOLES III BE: ALLOWED WITHIN I
2. THE FI L ll. 111AT"ERIAL T:OR THE EM BAN 1<1�,I 5+04" ... LL BE FREE OF (6) 1.111CHES OF THE HORIZONTAL. BARREL.
-
ROOTS :lFi, OlHI-P. ll VEGETATION ,AS IiIEL.L. AS OVER -SIZED
.- -
, 4:
CIR 41 "[L ,
STONE�:�; F",011 , OP61ANIC MATERIAL, .11 HEROBJECTIONABLE .-,',, .', "T'HE RISER SHALL BE WR,ll WITH 1/4 TO 1/2 INCH
�
-
MATERI AL � "'THE EMBANKMENT SHALL E-A CQr,1fI,ll BY ,,CkF`l.DWARE CLOTH WIRE "THIEN WRAPPED WITH FILTER CLADI'l-i
- - ' '
-
TRAVER!-.'I,TIIl wi"TH EQUIPMENT WHILE .'IT is BE:�ING "HAVING AN EQUIVALENT' SIEVE.' SIZE OF 40-80) . THE FILTER
':
E F SHALL EXTEND SEX, (6) INICHES) ABOVE THE HIGHEST
CONSTR,Uli� T E). C'ILCYTH _'
: -LOWEST HOLE., WHERE
ND SIX �6) INCHES BI IA)VII 'HE
' " . . -
":) E
, 1 1 � �..CITH � 0:�11:1� T�,GETHER, THEY ` HAL I ... BI:
I-'I::)F,E A
I - ..NDS OF 'THE FILTER C - S .::
""
- � ': � I -
OF Cl:1,IT'�1BUTORY DRAINAf]E OVERL-LAPPED, FOLDED A10 `-,,,Pl.� _01 PREVENT BYRfIll S,�
. , � I
3. VOLUMF OF S' � I MEN7 STORAGE SHALL BE 1,8il CUBIC FEET
PER ACF1,E 11 - b � _'
' '
NIF S -IALL.. BE: REMOVED AND TRAF RESTC)RED TO ITS �� ' SHALL. 13E USED TO 110�11 'THE
�4 � SEDIME S[ . 1.2. STRAPS OR CONNECTING E4,11,11IS
I
. 'IONS WHEN THE SEDiPW HAS ACCUMULATED - I (..'T E' -H AND WIRE FA1BFkI1F: IN P LAC E
S . ll . THEY SIHALL. I'if.
ORIGINAL. D 1114 E Ill f - R CE-01 - .
" I I )
TO 1/� THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT Ell ... ACED AT THE TOP ANIJ BOTT(11F1 OF: THE CLOTH.
.
�
SHALLBE DEF'O�:'�ITED IN A SUITABLE: AREA AND IN SUCH A
.
- 1. ��,',. FI�...[_ MATERIAL AROUND, 'FHE� PIPE -
MANNER THAI IT WILL NOT ERODE. '_-oPILLWAY SHALL BE HAND
4
COMPACTE-D IN FOUR (411 INCH LAYERS. A MINIMUM If'. I 'FIAM
I . -2) - J OF HAND COMPAC"FEI) BAC'KFILL SHALL BE F l!l
5. THE ST"PLP:17TURE SHALL BE INSPECTEI) AFTEFk EACH RAIN AND 1
�,, FEE
:
REPAIR`. VADE' AS NEEDED. OVER THE PIPE SPILLWAt' BEFOF�1: CROSSING IT WITH
CC)ItSFRUCTION EQUIPMENI'.
6. CONSTQ�JCTION CIPERATIONS SHALL BE.' (:APP,'LE.CI OUT IN SUCH A
.
- E P 7 1 11 TIH� RISER ' RED WITH EITHER A CONCFI�IEIE EASE:
MANNEP THAI -� DSION AND WATER P()l ... LLITION ARE MINIMIZED. : IHALL BE ANCHC) �. .:
CIP ' , "FEEL. PLATE BASE "]"(".I PREVENT FLOTATION. FOR C ' IDNC�T`I.ETE
.
. -_ I r
7� THE ST'kUC,T0RE �HALL BE REMOVED AND AR�A STABILIZED WHEN �� 11", SHAL.L. BE - INCHES WITH 'THE
'ED THE DEPTH TWELVE t12)
: �
THE DRAIIII APLA HAS BEEN PROPERL.1' SI-ABTLIZED. F, �SER EMBEDDED NINE (9') INCHES, A 1/4 INCH MIN:F!AILAAI
' ' ..
11-11i�`YJNESS STEEL PLATE SHALE. BE ATTACHED TO THE RISER, BY)(
: '
.� C, �� A, �.,.rq'FINUOUS WELD AROUND "THE BOTTOM -TO FORM A
8. ALL I"LL.L. SILOPE:15 SHALL BE 2:1 OR FIE ... AT ... fl:.�R� 'ILIT' SLOPE's 1:1
:
OR FLATTER. WAILRI"IGHT CONNECTION AND 'THEIIII PLACE TWO (2) f-EH-1. OF
.
!:,,TC)NE_, GRAVEL, OR TAIII EARTH ON THE PLATE.
, .
9. ALL PIPE- CONNE.C.-FIONS SHALL BE Wl!!lTER_l'1C1H'1
I .... - ... ,�
" l - 1_.
/ "'. ,\_Sediment I I, 3p - Pipe Outle"t.p
�, ........... ...... Y___ ___ ...... � . ....... . . ......... --,..-
V. ..'I cr;? 7 ,:� 11
- N � 'I �:
.
�, ... . ....... . ...... ?
EARTH EMBANKMENT- '-'!--- ....
,4, `4
OUTPLE'T PROTECTION . .... . P ----
.�c
lj� ..)
1111LILLER SOPER
N
I 1`4 I U RI 0
I
A ,I ,, -1, W IT 11 4 " __,",�,I,,,�
SARATC,fl`�k STD "
; R, . � ) .' �� ,, . ;NNECTION
syll I - � 4
(SEE II 2) !
�
M
I
BREAK FILAI,l LOWEST ---------- _._R.
PARI P BO�,.T . �' 'TO BE
� 1
A MIN 1-�.,/2" ABOVE Il ... �
,
F,G. A114D A F,IIAX� 8" 11, i
ABOVE F � G.
4'.,1EA"1,,41,N [ -'.
5SHALL HAVE A
,
l`!! NIMI,01 CLEARANCE OF
�.
�,
0' FROM BOLLARDS,
Ill LITIL' TY POLES AND
I
- .1
-R OBSTRUCTIONS.
O'T H E .
I
�
PC)L`(ED-I`�'�_ENE OR
BUIL:�,11,053 PAPER
.P.
,7"5!��;Z
- 'I �,;4F�,�'! ;,"-',
11.�RU,lHEA) STONE- " ,�,'�'�,
I ! ,',�
SIZ E 1. AN E I A j L "! I
" "
...' ,
f,R,
._�_
DRAIN -- 1 � ,
:
I
.
CONCRF IUST
"
.7f E I HE
BLOCK. 3,000 P.S.I
V 11,
- — J!� - - — - - - - - -
, , ''I 1,
I
D IF R.G. � . " �` '.:,Sl� �
(NCIT REQ �,. . 3 , , N
,
, I _,�*r,-_71Il
OR TIE: ROD�':i ARE USED)
_..._._________,__1..11 . ...... . .... 4'..6" MIN
.
'
-.61' PREFERRED
...... ---
I' 6-1 MIN, .
-2 I -6" Ill
� 5' O" MAX, E_'
-
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.,
1�-' W
-_ P I.d
L�., <
Z_� U-
.. I -A
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2- f:
CURb�
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PR()FFEF1,E][') 6'.-,',
0 �
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CLOSE AS P"
..
... F L U S H 4 I I- H
PAI OR
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1" F�� VEAL IN
,
'OLIF ,!"REEAS
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VAILVE BOX -,""'
'
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CD, -
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V11 yl
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S'T'D -MLI E 1. L E R
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(ONE EACA I � ' ' OP,
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RETAINER 13 L,il [:I A.,O.B.E.
(SEE DET,4,11 W -.4)
..,...,I : ')1)
........ I . ....... .. P - --------- -
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,'�i_ � BED � I N G ,
,:
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BACKFILA., TYPICAL To
TRENCI-I DETALL RE:(' 'D�
� �)
-l"'REE.H.'
Approved u or the authority
of a esol tion adopted
. 11 A-11I by the
(date
Planning Boar t e . ty ratoga Springs.
-7 9 /11 - , Ilan I
I
_? 111-7
r
PAIN
. ... ....
S I 21'
Ill
I I
SCH' ;� �: �
__ ., .
_()R OF:
0 F B()NNET AND
. -
.:
(. (3NIIJF_;_ ,"OR COVERS
C��`[ ,�R ()F
1i P k R 1: �, Ei I -
4"
... . ...... . .... � . ...
�:
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- .
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'Y'E I ... E-ClAt
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-
B L IJ I,.
,I
YEI ... LCK
BI'
GREEN, FOREST
Y E L. L 0�,,
,
101,
BROWN
'y F, L L..OW
12"
3RAY, BATTLESHIP
C
,1' F: I., 1.. OW
14"
C RAY LIGHT
i
V E L. LOW
16"
() R AN 1:3 E
.
1' E: I ... LOW'
20"
BL.Af."K
Y E I ... I ... Ok
24"
1
l(E-I-LOW
YIFLLO�,
MAIN
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(..:C&;:PE THRUST
, I -
BLOCK, ,, , 000 0. S. I.
'
(TYP. I
NOTE,.
. - -
.
1� Ill 51-iAILL BE CLASS 52 DIP )'ND l,'ALAI 'TO INSURE THAT Wil FI ... OW IS NOT INTERROP- I . PD . TO MORE 'THAN TWO HYDRANT`: ;',I' ANY GIVEN TIME.
..
� : : )
.
2. i-`i'V'DIPfi,r`I'TS SHALL BE MUELLER SI, F,ER CEIIITURION A-423. THEY SHALL MEHET THE STANDARDS OF THE I'll "SARATOGA HY[Ril0il" HAVING 5-1/4 INCF-I
i
'114I Ill, 2 . I :
� '.',l, ,Two -1/2 INCH HOSE NO"e,.Z[..ES WITH NATIONAL STANDARD 'THREADS AND ONE 4 INCH S"TORTZ OUICK-RELEASE COINNE'll ALL HYDRAN�:.,',3 SHALL
VALVE C)PE ... �. . � I
.: .: . I El 'IS SHALL MEET ALL AIII
HAVE �'!I',X INLH MECHANICAL JOINT IIII CONNECTIONS, A 7 /B 1Nj:+I SCUARE SHAPED OPERATING NYI HYDRAN
� ` S S
SPECTFICAFI�)NS FOR 150 PSI WORI,l PRE. SURE AND 300 Psi "TES1 PRESSURE.
I " - -
VALVES SHALL BE MUELLEP� .
3. ,"li. L r,IIE(�14ANICAL JOINT, RESILIEN"T WE,1DGE GATE. VALVES AS FIER Alil R,EQUIREMENTS FOR A 4.2,50 PSI 'WORKING PRESSURE,
I
NON..RISI:Nf.-'.i S'TEM, WITH A 2" SQL1,l OPER10"ING NUT - OPEN .!,'.."L�!jj" `S;ARATOGA STANDARD" W.IrH A (':AST ARROW TO INDICATE i-,II'i--lEcTiON OF OPENING ,
. ._L .
.
:
4. PROVIDE [..(.')(.KING VALVE DROP I ... I[)S ON VALVE BOXES SERVIN(; PIRIVAI-E: DOMESTIC, FIRE/ SPP,�INKLEFI AND OTHER PRIVA'TE FEEF."IS,
_7 .
'�a .
/ 14 \ H y c1l r . n t Fristallati0i"i (W-1)
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Verity Engineering, ["), P. ('.
P.O. Box ll
Troy, New York 1.21J31
- � 8 .3 . .t
51i ..' 89.7200 1 verityr.:.ng c,:c.)m
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Middle Gril �JY 1281:10
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�T E� A 00I.hrION OF rIEW YORK STATE ��Dlj( I )IN LAW WF (1r. �� I I � ANY
PER50N, UNLES5 TH�` ARE ACTING UNDER Ff b_[RE'l ()�; ,� _T�SN��Fll
PROF865104111, CIOGINEill Ff� 4,TER TkI, Do CUM �I N [D A NY WAY. Ir 11 1ERLO, !HIE
A
I.TFIl 1,1,�_11IIIFI'� �,HAIL AFFIX TO W DO(UHFNT IIIE:IR SEAL., II-E NOTATION
.1 PLY RE I- ,: � :'I'LL(WED BY THEIP SI�NATURE, rHi� co- - 3UCH A1.11ERATrON, AND
'
� '� 1,� I (1, I, ,(RIFTION OF THE AL'GRAIION
PfRIGHT 0 NIA3 VERITY ENGINEERING, O,P - ALI �L:Hl , , ,-II',ED
I
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, . -
Dl:::�:!)''U'MED BY: E: A! 3
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DF'MN BY: __ ..... . ___ ...................... .. FA$
.(.AjECKj::':D BY: AjV
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AFIFIRCM-D BY: AJV
_ . .... . ...... . ...................... __
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(0 Ill- 5 01% 2
..... . . . . . . . . . . . . . . . . . 8 of 9 1
1
11 I
'Top OF SPIT LWAlf . ..... . ... .
(I B#3) ELEV: 12!3 ,!3() \
TL C,lj P C. SOIL, SEED ---.,,,,,
7
& MULCH 3 77'%
,
�
I
RIP - RAP, N Y SOOT . ...... .......
LIGHT STONE F]"I ... L,
12" MIN. DEPTH
TOPSOIL, SEED d1.1 MULCH
OIATER QUALITY NOTE."', I RIF`-RAP, NYSDOT _\
.., � LIGHT" STONE FILL
RE FFIR TO THE STORP16VER P(LLITTION FILTER, FABRIC MIRAFI ",
14IDN OR, APPROVED 3
I * EVENTION PLAN AND ST(DRUI ��, ]� ......•;
OBSEPVA MCIN I"IIANAGEMENT REPORT FOlf,", 11;IA*T'EFI QUALITY F..('.)UI- VALENT E.
.......... .0. ,
I _".00'r
� � , �
WELL, ,('� A LCU LAT I 0 N S . -
-3.28, 25 -327.75 --325.25 1 � I �0"'.."'!
.
�; . ,� I -
,? .) 2 5 (BERM) V, 1, � , I ,. I " �"v
��77Ti;, ,!EILTRATI % ,,,- 9M A,
Ir ,�,, , ,5 1, �,.M
100 - YR I . -- TERMINATE F1,1*1I
...... " F I I RRv REQ'D: 8, 730, AT BOTTO111 OF 8,4,!S.1N
I 1p....125 .. YR.4, I ....... I . . ..... I . ..... � . .... --- __._......._... . ......................... .. ____ -_ 11 FkRv PROVIDED: 8, 731E.",
= I I I '� 11 71 11) - I , Ta.__ - ... ... _ 'r�,Y� Y. A i'll I"
77 1 - YR � I ; ?:!.;Ts�#, 11, �
1 ,77 _1*1:m"_ 111111121W.....- _ , I
- � io, �� , I ,� i,
.
2 3 '111,,�ilvili,
I, ,
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- V!` �� 71 - I 1 F * ALL WQv PROVIDED qi' R1.11`10FP:
I �s� 1 77, � , Ir � - ,� . �,.;,X 7 '7t 1 ;j"'I:
777- : � , •I - - - � � 7`i7 I 7 7 I 1�1',"� 7777�777777 � �,� "' I REDUCTION TECHNIQUF`.-:S
E - � ' ' 7_71 -
... 2 �F.1 i . �� )',L� 1 ...j. (.�, � j. � 3 A, � � � I N I I � I'i DRFITZ�;�:,� i
... I � .. .. ... —
WIDTH VARIES i . . STORM ELEVATION VOL, `cc)
....- ......... _.. - ..... 111-.91 �3 - . ...1.
__j_ , .... . 2... ' —6, 2-------6 5 - -YR 325�56 3 17 -7.5 REFr.EF`,,ENCE 6 � :". . . ... ......... _—L- 7. 5 1 1. �:; 7
GRP01111]i PLAN 10 -YR 326.4.1. 13, 5 4 1.
�25 -YR 326.9, 20,444
. . 100 -YR 327. 83 :35, 121-1
INFILTRA ... FDA BASIN #2
.
WATER QUALITY NOTES:
REFER TC THE STORMINIAIeft POLLUTION
RE VENTION PLAN ANC) STt)P'Plh,[VTEIR
MANAGEMENT REPORT I NAIER QUALITY
OBSEFIVATII.....
� DN ( ALCULAT IONS.
I .. I � �
.-1 .. ... .... - 1P III L.. I ___ __ I :
A N r i L I MIA I I U PJ BAS I IN 4T I
I REQ'D: 11,81I
�
I PROVIDED: 11,867
1.: 1) * 1� i ALL WQv PROVIDE.� BY' RUI
FkEDUCTION TECHNIQUE.'.!S
c,
S.TORM .ELEVATION VQL.i.._ . ... 1, CIF )
1. -YR 325.56 I, 809
10 -YR 326. 3E5 18,665
25 - YR 326. 87 :EI"7, 94.3
N.
O -I YR 3 2 7 . 8 (i) ,48, 09D
. . .
INFILTRATIJ)N BASIN #1
. I
�
NOTES:
. ,
1 . AT NO TIME DURING CONSTRUCTION SHALL 'THE INF:l:i..*rRATION BASIN OR FOREBAY SERVE AS A SEDIMENTATION BASIN. DRAINAGE ' , H A 1- I ... NOT
-
,
BE DIRECTEI) TOWARD THE PRACTICE UNTIL... ALI CONSTRUCTION HAS CEASE.[.) 0AD A UNIFORM PERENNIAL-. 'I,' EG ETATI VE CV , DE11,11.1'FY .':F
30"- OVER THE ENT SURFACE HAS, BEEN ESTABLISHED.
- I _`N,N, " I '"I'll"Llt ration Eltasin I.B1-IB2
..
-7.rd N.T.S.
(j::
(c`.`11*.', ..... ,
4" PEA GR. A'vE.L OR
....,..�
RIVE�,i, SI'TONE
N
\
BASIN/POND 1301 .... 1`01"I I .... . I ... 11,�,,
.... .............. 6" PVC THREADED CAP,
" FLUSH WITH GROUND
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\
""1 SURFACE
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MATERIAL ,,,��,,,'.
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,
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.. . ....... ...................... . .. . . . - -
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1 �,_.--. . . .... .
.
1110RMWATER MANAGEMP I PRAC11I
INFILTRATION -,''MEIN
0. 08L
FT`�J!, 10',
ALUMINIUM SIC,il,i
S13DES NYR
PANEL, BAKED
. .......... _ ...
ENAMEL FINISH
MUST BE MAINTAIII IN
ACCORDANCE WITH 0,SPI PLAN
NO NOT REMOVE r)R ALTIER, I
... _. — I -1.1 . ... . ....... ...................... .-j
I
�IlOTE-5 �
......
I.. COORDINATE WITH DESIGN
GALZANIZED
..... .......................... . I-,---- . ENGINE' -ER TO OBTAIN 1`5�'O)IECT'
STEEL POST',
IDENTIFICATION NUMBS
2" U-CHANNEL
WITH I;" HOLES
1 2, IN i ... IEU OF A SEPARATE POST
AT 1" 0 , 1.; .
AND BASE SIGNAGE MA'Y BE
i � MOUII�ITF:b TO NEARBY FEII
i)
---V L , _ r�)P. I...I(]HT POLES USING
.... . 9,1 AINLlIESS STEEL BAND (A-041I
I ___ A._......_.....
I
SLOPE TOP OF
CONCRETE BASE
I 1-1 00� ........ FINISHED GRADE:
11,..n.. — ..- ... ..� ......... .� . ...... — —
� ,
I .
- CONCRETE:
..* ... .......................... ... 2,500 PSI CONCRETE
a
"
,
W —r- .. . .... . ...... . ....... ...... ANTI.-CORROST
_. CORROSIVE ('.:CAl`,IG3
-
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NOTES:
:I. FOREI34,'Y TO RECEIVE 12 ' CLAY LINEP , (01-NIPIUM 50% PASSING
" I � �
TOP OF B,'-V:1IhI THE #2�'_'10 STE'VE AND A MAXIMUM PERIPfEABIL.ITY OF 1 .X 10-5
- I � . , . -RIAI -JIGINEER.
(IB#3)EI ... EV: 3 26. 1�_)G CMIS&'.) MATE - TO BE APPROVED BY THI ' � ' E
I
" ,2, AT NO TIME DURING CONSTRUCTION SII THE INFILTRATION BAS:P,,I
7 -; ' F.)I NOT BILE
1, SERVE A,'. A ..'� El' MENTATION BASAL:. DRAII,,IAGE SHALL
I
: .
DIRECTE ' I'.) TOWARD THE PRACTICE UNTIL. ,tkl ... L CONSTRUCTION H44.�)
rC:ACC:rj AW� A 1111,17C:f)DM drr_C:'rA'rTk1C: rllC0 WT-1-IJ A MCFACT-rV nC OCI��
= . I I 5
PROFILE:4r, : �
.
OVER THE ENT"11I PERVIOUS SURFACE HAS BEEN ESTABLISHED.
: I
3. ALL FI1 ... I ... 111ATE"P, AL SHALL BE INSPE,(71I B),' THE ENGINEER PRIOR
�
e .•..... . .... II OF BASIN TO PLACEMI I'.
, I' B#3;ELE-V:326.00
/ ,A' I -
:�'4.1
.".....'I.....,.. '3
%_ I I.
SECTION '0 "i .. . ....... 'TOP OF SPILLWAY
('111#3)ELEV:325.50
SPIL.I.-WAY
WATER QUALITY NOTE
REFER TO THE ST0F`I`NP,,,?911 ' -R POLLUTION
PREVENTION F11 ... AN AII STORMWATER
MANAGEMENT REPC:RF fl()P, WATER QUALITY
CALCULATIONS �
INFILTRATION B�!+§.�.I.N.
,
RR � REQ 'D: ,�. .� " "I e; F.3
RR,, PROVIDED, :2 , ',l e 4, 3
*** ALL WQ°w F'RKI'VI.DED BY RUNOFF
REDUCTION ]"ECHNI(.'IU):1,
STORM Ei ... EV,A,i, I (� . �ri VOL., (CF)
..:._
i-YR �- �2 1_
5.1 7 842
10-YR 3 � 2 1 5 . (.3'.') 3,668
� / ....... . �RIP-RAP WEIR---,,, 25-YR ?1:2 1.5 . 19 6 5,859
7_7 ELEV: 325.50 11 100-YR ]A 2 (5 . 4 7 11,040
33U.-1 1 [7�._ ITY , , 2 li, I 11 - "I ...... N 11 11- .1- I ''I "]:, , , , - ------------ = ...... �' �_,()
I , �/ I , I I 11 i I YF1 I il,, .00-Y 11 e, 1111-11111 I
I-
, j - y R ,, I �_ 25- .., R 1111_��,
, I
1112-1 11 11 1111
� . I -i -.. I.-'G..., . ANNII I 11 1111-111 1:
325 ,� � I ;*0m-#...b&, - H 11 11 1 1,
1"',
11 17 : -1. 1-11 11 - ..I-- -
__j 1� �,� ,*05 � I j , � -,.,, 11-111-1-11
� -
...... _1 �
'�'� I., _"i""T 71 -1111, il .. . ..... I I ,
,:,-.
"' I � EI :W] [.� �Wr I (1.P' " 1 I 11 _11111
,.� .... 51,,� 11 I 111- 111-
7<,o - I �: - '111 I � -1 1111 - I 111. :� ... 7:, I __ _._____" ,)
7 1 .
, ".. . - -
, I i
12" 11_i..�VY LINER,- �� ..... 1:1 �r i R1,1 ICE ,I E 11,1 F 1. I,) 1 (,� L,�,6 V i 1 NFR .... I ... 1. 1�` ERMAN L: 11 I
.: .: !
"..',EE NOTE #1 F) (,:� 0 1� � ,� ." PO(Dl ...
- .. .. - S E E NOTE #1
.....
/11111. ci � ...,NN Infiltration Ba!i;in IB-3 ......... :..� ......... �--_ .... ... . .... I .. .......... � ............... .. -.-
,
1N,9..,_-,5c13/ N.T.S,
....../
-
13 *_ h , Z I: PIPE B -W
� Pr,6 k()JECITION INTO
1�1�_ loll-i cr,(P)"N'.."
1,00� � � ��� _ 11 .... . .. ���, \
COVERED/ F,1E4111DRATED VENT OUTLET-\ . IF A, BUILDING TRAP 1��] REQUIRED 01 01 O'.. " i . -S�,N (1) I %%11hN N
, 7 00 � I ,", ...... FRESH All INII-11I 13" MIN. ) A ? A I I � A
"" �2 =1
, 3. -1 ,
4' CLEANOUT PLUG- ..... I .I A I � I _ A
.. .... 11 I
....... .. ... I ........ .. - -1
- " : ...... I
/ 1) .. ___7 ........... -.....
,.. II I ........... )_1 -_ �L
L .... � ... . ..... � . ..... . ....... . ....... . . ___ _...� ........ . :,,�,. . . .... � . ..... . .......... I.." ... I, 1.1.1.111, _.."'., .1 ....... .. . � E!_
1. 14. 7-7.1-1-1 :::�::::j ... �::,, , -7 �q,
,
I
1 4 (MIN:) 11 I/ " N, " 10 /
e � )
_[_* . ...... . ......................... .. — I ,,,'/ 11 I " " . \" , 13 'IN .... . ... -Al .... I .... 0011/ ,
�
3" (MIN.-) I "I 1, d ,,,,,,,� ...... .1
. . FINAL E;RoADE . . t" � I/ -_ (MA X, � ) ��:":�3� "", ,�
, "T"I", -11, % .. - 1 , "MA41,1100 .V/,, it _1 , ,'::><:,. ""',
I
��, �1.11 (PLUS II C KWA II R VALVE) ,.� , 11. 1--.1.1- ,,�'- I-IJK11 SMOOTH CURAfE
,>/j_01\^ N I _.`
1-71�
IF N, INSIDE CLEANOUT: ,,, /✓!
11 ... �:��, , ",/1, I
11--l., /
,,:, 1 4' WITH RISER TO GRADE "" / 1� 4" CLEANCIJI" PILLIG (S) A I B .4
I I 1>�: ...... :��-�
- , �� ..... I
I " / ""
CONNECTI CIN ----- I , �Ili I
rc')P OF SPILLWAY
i 1 P-,#4,) r: LEV:3,14. 50 . 2 \
TOPSOIL EED .......... . 1,
' & MULCH "*
777717�7 �
RIP RAP, NYSDOT -----""'
I-IGHT STONE FILL,
- ,
12'' MIN, DEPTH
�
�
TCIPS01L., 5.5EED & MULCH -
,
RIP -RAP, N"(SDOT . ....... . . \
LIGHT STONIE' FILL y
.
., ,_ ......
FiL.-TER FABRIC MIR ` "1 .
�14ON OR APPRO'Ld�F�
)LIEF) 3
EQUIVAII ... l'.-'. N � I � 11f
I I "I I
",
,
1-
,�:,
'' . ,�:,
00 ,�:, , . ,�:, ,
,W-W', , 74�_7:, , "
�,7,7711%oe`477 " 17: .., ; ,
,�N 6, " 144� ...... - rEF011NATE RIP -RAP
AT 11101 .... II OF BASIN
NOTES
.. .;::x..
I, . FOFU::BAY TO RECEIVE 1.,';i" CLA'Y LINER, MINIMUM 5(1 PAIII �1'1 - .016 ) TWE
" , .;
.... . .... I T(DIR OF BASIN #2E.90 SIEVE AND A MAXI . MUM PEFRMEABILITY OF 1 X )�:,I-J 4.,,1VS,I:Cl
...... _... " ,
5. ----_ _ERIAI_ TO BE APPROVED BY THE ENGINEER.
'. (j. II ELEV: 325. 00 MA"! -
3 .E
I I ,
� 1, Z , Al NO TIME DURING C0114STRUC:TION SHALL THE INF'[LAR,ATIQII EASIN
" ": � � 1 7 Irl i 1,
�
,
r , , � r:
� N, "1, , SERVE AS A SEDIMENTATION BASIN I DRAINAGE SHALL BE.: DIRECTED
" .11TIMT " t
, � ;, . � .. 1�,� � , I JQW,4�JU) 711E PRACTICE UNTIL.. ALL CONSTRUCTION HA,'i:, - .) , , I . 5 1:1HASET AND A
,
...... , ", " . I
= 1-1 N I I I VEGETATIVE CO)I1ER, lell'TH A DENSITY OF 80OVER 'I'HE ENTIRE
PROF'rt ... E 0 pf:R'I,'IOUS SURFACE HAS F�EE:N ES -II [SHED.
. _ ,
4, Al ... I ... FILL. MATERIAL SH+L. E'.E INSPECTED BY THE ENGINEER F"FliIOR -TO
BASIIU PLACEMENT.
F — '��#�) ' 4__. (I B#5) E LE'V:3:25, Df)
D
�
1 �
Oc, I 1
4-, " �'�
OT�� �1!!�77, . �'� .... i.,%.�
�.�,,Or �, :
, i�,,
,�., " i, �r,t
, I I I
I I
I ,
,
,
::
L.3 III C "I"I EON
7 7T7.""',
10P OF S PI L LWAY
EIB#4)El ... E V 32 4. 5 0
(::: E)'T I I %A I AV
AT'ER OUALI Y NOTES
REFER TO 'THE- STORMWATER P0LLUT"I1('.)NI
PR,EVE " _hl]"ION PLAN AND STORPITP '14AE,
MANA(A.1,,iriNir REPORT FOR WNTER QII .
- .
1-AL (1.1 L" I I ON S .
INFILTRATION BASIN
�
RRv RE. � Q'ID: 8, 699
Rr"', F,F�,OVIJ)P.D: 8,699
k`* ALL WQV 13ROVIDED BY RUNOFF
REDUCTION TECHNIQUES
STORM ELEVATION VOL . ...... (C.F I
....."... -I----- . . ....... _".
� � 11 f'R 324 38 5 _)09 - . ,,, I
SHEET C-121 10 Y'R 324.82 1 , . , 3 8.1.
R.I.P.RIAP WEIR RIP RAP r:*,PILLWAY 25 Yk 3215.08 1 B, G I!i
1 : r " ")
-5� .. . .... �..--] '. , .:� . . .... 1DO .-Y'R, 325.67 32_`P�)S
E I ... EV:: 1, 2 5. 5 0 E I I. PV: 3:25,50 , � . F1 ;�:; -; .....
E " -70 i -7j 7 " � , - I ) . �, f -
'L310 I ..... 7 ..... . ..... I ............ 1- I'll I I -.1 -11 1-11-11- 11 , ", " , I 11- ___l .... !'�7_E i— ... !T-J
, � 330
� """ 11
._� I 215-YR--�`-'--1`OO-YR
I
I : I -Yk, 1.0-YR � 11 -
- � � � I _ oe I
: �,iqm;I R , , ; .. . .... I i� _. "' - --- . - -
325 � Im �Wi�k;�P- --mli
I - 1-- ... a*w--= 11airip'"RiWarimi'd... - -WAROMMY"149C , � 325
e,, �N 11-1 , _1 11 I I I �i 1-11 I I I I
, , - , - 11 11 I I � k$',2�'. , , , 10,01."_ --
_ .�±,,� i r -
- - ., ___", 1'7��'_ "Ill.- I I ......... .. . . . --- 'I', I I � I . i2(9
- I �,-. I I
11 � __� N-,--.-, , qm� � "I' ... �-��F�-T�7T _T , ' ,7_"'7:_, " ,
__ *10"111"11 - ''�_',V�."�' " �""_,: f - TTON BASIN �, �' I., I
320 � � I . ..... �7�1 ...... 11 ...... !"T .... � ,.--- �
" CL Y LIN - 1 �� .. ........ pl-'RMANENT
12 " CLAY LLNF�!R . .... -) \-- PERMANE� T 1:2 " C L AY LINER . ........ 7 )
SEE NO-E41! POOL p1')'IJL
03 it'ifiltration Basin 113-4.,
..... . ... . ...... . ....................... ..
N , T, S,
� .
. NOTES: 6, APPROXIMATE VOLUMEOF CONCRETE THRUST BLOCK c
1. CONCRETE SHALL. BE: 4000 PSI. SEE DETAIL. �,':Icll 7 FOR OTHER V± = II (W I. " . D ) - I.D.
' . _... ... .... � .... .
CONCRETE ';PE(:�11:::I�:'�,�i�r']".Of,IS. 81
WHET'J::�
,2, FOR REQLIIII FiEf',RING AREA AND DIMENSIONS L AND. D, SEE V = VOLUME IN CIJBIX YARDS
SCHEDULE BELOW. V,Al ... LlEC�.'; OF LAND D OTHER T�+Ar,l T[-l(".)sE SHOWN IN '
THE TABLE III I USII PROVIDED THEY YIELD Pi BEARING AREA - = LENGTH OF: BL()C I - FE .
'
� .. vl� �C=u ellir. DI fle"Ll T FA rc=
PIPE --WASH 2"± PER FOO-F EQUAL TO OR� I .... 4F-,,G�,::R THAN THAT, = .. I
W = WIDTH 01" BI ... O(EK, j1IN1 FEET
. � � - .
� 'I^- - I CHANNEL IDEP1+1 3, CONCRETE NOT' 1`0 OVERLAP ANY JOINT REQ11JIF(EID , I.D. = INSIDE DIAV�.TEIR OF PIPE IN FEET
� I - � � : � ) : .
, 11 . ::"::_.,��.,:_ 0.8 PIPE: I.r.) 4 CONCRETE TO BE:. PIL-11,CED SO AS NOT TO IN"I"EFUI WITH REMOVING 7. R.E('.UIRED BEARING �u.ir,As, i�,FE BASED ON ALLOWABI ... E SOIL. BEARING
I !__ 1-1-__ __ A . I " - "
"' " , "
. : ,
. ... ... + � . .... INVERT DR INSTALLIN(; ANY OF -FHE JOINTING HARFAIARE. "I
INVERT OF 2000 PS.I. IdITH A SAFETY FACTOR OF 1.7 PRESSURE
._.- .... 11 . ......... �:�::.:��.�:_:]-- -1 5. BEARING AREAS FOR', OF
BLOCKS FOR WATEP, MAINS LARGER DIF FLUID FLOW IS BASED OIN ,41, �.'.11EK)' .
y !
I... ..... -.1111.1 ..... I .... � ....... .--- I THAN 12" DIk. TO BE. APPROVED BY CITY f-h]GINII f3. IN MUCK, PEAT OR RECEl',lTl.Y PLACED FILL ALL THIRLIS'T 1,-IAI__ BE:
L rnkiroc,rr opirLAWAI I
I/ le : . _
'.. _"11 .
SEWER 0 . z -3 1_� ONE-WAY INVERT MULTIPL.11I 14�V�EIII SAWED HALF PIP,---.. - - - RESISTED BY PILES OR TIE RODS' TO SOLID FOUNDA17I0r,I'S,, OR BY
TO PUBII . .--- I= . __.- .. _ - N : : . I � .. .1. .
I
i ... � [P C 11 L...L.-..f . ..... . ...... ___._.-f1_ Z ... I . ...... BUILDING LDING II N - ,
(i INI� I H/F 0 0— _._....... _.. , 11� ..-....-.. 1111-111.1 . ...... ... ----- - tj-- ... .. ..............I4 . . ....... . . __Aj___0 .10
.11 , ,,
(MIN. SILCTE., 11 I
I .."',
: � , / ,_1
(SEE DETAIL '..I" Ilk - ]� ) '? , �, ,,,
101" �", / / ,
: �, ' F R[H0.11".1"RED: ` . ........ IF REQUIRED:
-, I ---- �) REQUIRED
"I"', ", "
"I "I 11 / APF,"W,)VIFE), BACKWATER VALVE DOUBLE HAND HOLE E',1JII ... II 'TRAF'
'OMBINATION " 4NI) 1,/8 BENn.___"��,,- ,/ .� HANOUT -PAP
. - , �,,, �" I WIT'H C1 ... E OF, RUNNING
/""" �'. , 'I '10
I I I of 11
11" �5'
, ,',�, / I
, " 11// 1---�,',)I,!Nr.,�A,'i[I'(,:)I'J WALL
APPROVED °:,LEIE',,'.�' '_HROUGH__/ !fie I / / /
'" , ? / ,� 1, - ...... _....__._....._1... "! ........ .....
�
I 101,,� WALL LU ,31'�, "I I I �, , � , j �, ' ' I , I
. - . � �l -1-1-11'1__
I, , . 1,
�_� 11 1�---��,
� ., , , '::! 7!5� 171�711`,
" , � , ,:7777 �7
_j _ - �) . . . .... . . .... 11-0 11 ,
'. " it. I
, � , ,
�. �
,I-.---- , /
�
�
,
�D . , FOOTINIS
�,
cr_ � � I 17--
11
, , \/
T
I - __DII,,Ij].; Sj�,jjJI:� 11,PI) 4m 10 -c i�UTLD`NG DRAIN (TYP.)
I ...
NOTES:
I .. "S -FER TO THE NYS PLUMBIN(.r CODE FOR ADDITIONAL Ir4r(:,)II,M).),'r.I'.C)r�l.
THE CIli' . SAF!ATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAr - R E I .:
01 ...... . ....... llm� FkiiLding Dra,-JI L.�,�.iyout (SA-7)
''
�: ...... .. � ..... _...\....:. ... . :__. ..
1. 1� _; � N.T.S.
� " , , , �11.
r I II S 1.1 E, D - ....... - ) SOLIO (:(]NER TO BE LABELEU�
:- '5EINER" FOR SANITARY SEViEl:�� A�,�L
(3 R A 1. � I ". "STORM" DIR "DRATN" FOR `.rcIf',-v
1EWER DR. ROOF LEADERS
I 11
:
Pq . .... � ... .
C I ... EANOUT ADAPTER , .1 AhID PLUG
�
,
�[...'��......�.-(."L..F.:AtkN(.11.1-T FRAME, MODEL
I�
l ....... I #11,8111 AS MANUFACTURED II
P___ ('11ENERA1. FOUNDRIES, INC.
`i'o NORT
TERMITE r.kj..Q(.J:'S
FOR !: 111"T")IR I 10 ....... 145` BE11,JD, TYP.
,,K,
1.1-1 11 $11,
.......... .
loo " � �
.... 11�.. ..-.-. .)
-
PVC )SIZE
45 i ._,ENO OR, W`i(E
PER PLAN)
.. ..
/' , . ) . � . � ...... . wN - - Cl(,-� a ril o IiI 't
I N !Sewer .1�
.......... �....._._______.. . ....... .................. � ............ ---
, - 15 0 I r° N . T. S.
':. -
. ........ ..Y
I REMOVAL OR SUCH UNS7ABLE INIAIIER��AL AND REPLACEMEIV WITH
PLAN BAI ... LAST OF: SUFFICIENT --,TA61L.IT'* TO RESIST S E i T I1'.) N 13 B THRUST'S, Att.. AS
: . FkE('ENGINEER,.RED BY THE ENGINEER,.
-
. ..]n.. . . ........ ........ -
� -r-_
. -
•-ALIGN 0.8 DEPTH", Fi3RI'I SM()OTH -
11)" PER FOOT CII.Iii,,IEi\ .... IC
. .�
.
__,., 'SIZE PIPES 1�1_1 .3 �. : 11I BLOCKS
'r� 0 ....... . . REQUIRED BEARING AREAS & D111E.NSIONS FOR CONCRETE. If
11 .1 :1 _:� ..... .. .... .. .......... .. '', ---
T (MIN - ) PITCH - - � 111 V I � �T' I N
I [: r` ACROSS MH oo"", " 1 . .. I
.. — ....... -1-1 ', ..... ... L.L10 (111�N) TO 2 -6 (F, � X,)
'. � . ...... "oo,
1� � ... � �1,
- ......... 4 Ll;:; I � .. - .... �
,i
— - . �t ,011 "',;eta .
, .41 , , , , ,
: I - : . �� 7 ,� ..1 .:1
I
...... . .. ,::14 ... .,NVII OUT
..� '.
' ;' 7777= .0;
pe� 17-- - --.-..----.
. ..... :.T 7"" .;4 1� ...... ,
....... � ...... - ---- - - _____ ...... . ...... ] I ......... .... _.....____ .
. s"rANDARD INVEl'O" smoc im FILL :1
INVERT FIL-1
- ------ - - _ —...,: ....... __......
DU'.1 ` � .1 " ON A - A
D .,
'NNNI D -ichwall. And Ohanl'lel, For Sanitary PIC-Inhole (SA-4) 09 1 - (..�! T ��, I ,
7�1'1 .... .. I ... . ... .... —11,11,111-11,111-11,Ill"",-"",.......-.-----.,--,.. - ____
C - 50 �- / %" r T' �'.)'
1:
2 ' 'r,`� "' . 11 i ---- - - . . .......... . . - CAST IRON MANHOLE FRAME 040� COVER - CAMBELL #101.+-, OR
, I -OR SURACE CHECKEREEI ANE LABELED "CITY OF
FINT'-SHED GRADE ...... IN, CLEAR �IPIENINGI "� E1,X)AL., I �]
__ "R" WITH LIFTING NOTCHES
- __ ....- AR,f SE4,A_ �. _� . ..... ..�..... ....... . ........ . __ - 24;'I SARATOGA SPRI
Ir : __1_ T AND VENT HOLES AS REQU'IRED (FRAME TO BE SET PARALLEL
I ,�, j"
I I. i ,
11 .1 4 " �, 0 CRIOSS AND LONG ITUDI: N AL. SLOPE' OF PAVEMENT AND FLUSH
�L I " BELOW )
�,j -
_
4"` TO 1 /4 .
11.1 I ,,� I , ,
* . - ,
4S, RE(")'D '10 ADJUST CONE 11 I... , - � , . ,� 'i
TO FINISHED GRADE� EXTENSI(".1114 , � 3 �, � , ��. ....'.... �p� 11 11 I - ... - ...... . . -.-
I I, I " 71
, " , " " ,
� .1 I , � :, , ,,i�,,,�,,,,',, , TE'-' GRAE)E RINGS 6" (MIN)
UST._. .... _ !..T ....... , I- , , �, , , " il"""", j,
. F'RE(::AS'T UNITS TO 20" (MAX.)
i 1�� , L"0,1%:`,,,,,
" "y1X,,,,,i,,, " K', S1`11M C.OURSES
,
_<,,,;,, ,, ` , �, '. ,- "', ,�,
ls�� 4, � , '
�
" "
,
F, �"
X'
ECCENTR (.', _"� N, � �"5(,��
il &
CONE z I �:��'k' I
(? I . , �.
�, , �
SECTIONI , - .1111.1111, . ... ....... ............ . �
I i , , , � PRECAST CONCRETE SE(:TTONS � 4,000
r11 5 �,.� I
1, ==il ,� I : 1. P.S.I. AT 28 DAYS AIR- ENTRAINED
�
" d, 1� � � -, � "
REINF(IRCE'F� rLASTIC NON SLIP , �, �! �, � I i�;, °,
k " � ,,%�`, ,
. I I ��; ,
STEPS fll, 10Y'J)OT 725-02',01 , , � �:
.1 .... . ...... �,A6,/ �� " - - �� =:==a -"'j �1 I , ........ . FOP, SANITARY MANH('LE., JOINTS BUTYL SEALED -
1 1 1 , ,
" I , , .�' I , ) ,�,i,,,:,,� INDUSTRY STD. DID, A.0 B �, E.
, v , I � ,
.n 12" I:' � (" , c ,�414 I , I ) .� � I^
A ::';� V "', , � , : �11:,11�,'
"', � '1� , ,,`
- A1 ,,, I
U�J 3�`, i I
��
ff. :�� . ., �',' 11
*,' ,:=9 ,
RISER �� � ., - -
,", .., — . .1, ............ -
SECTION � :�,�N �B 5 .. .......... .1. FOR SANITARY MANH(DIL-E, BC)(YT 'TYPE
j ,�!, '11, q ... ..... ,.". ':�
/
,�� v", 1.� I — 4 ' C1 " I.D. MIN-- FLEXIBLE MEMBRANE , .:
� ,,-,^\, Z, " I . ...... 1111-1 . SII FOR PIPE TO
� ,�,�v , , . - ...... .. .
. ......... ____ .... ... 101�31111 ,�
-,4, V,f' , � �1 . MEET ASTM SPEC, N(.).1L',-92]3
IN� . r pm ft�7 1
" X I'- , �,, . . . ....... 4111
,
.,,,s,�f,�', 1� I
�,< / , , " � .. ... ._ . (SHOP DRAWINGS Rl D �
"4�,, � I
" 11.1.
- ,> 0 1 11 11 4� . .......... . . I-- .. . ...... .... ...... . (' IRCUMFERENTIAL REINFOR(:EMENT
"I 1i I I " N .. I� I I :I
;!,,�,�Q', �,
. ,� , � 11 ,
�,� ,,�-,�,?/ � ,.� -,
CK 'i -,4/ "•
(0 - , � �, � 0.12 SQ. I N - PEEL L I 1,� . FT , MIN.
, . � .
C) � � IN I,, �, I c:i �'i ___ : I , �,, I , ,�, NN W , � �� _ _ ...... . 4000 PSI CONCREII. BENCHWALL FOR SANITARY
11 �, I , , " - ", - I
,
I , � ,, ;.:,., - � .11 I
I" I I III I � I I I :" :::::,-, ":11 , ,
I > - - - I t
� "". �-, I . I , I M !"I P44LNHCL..E A, O. B. E.
-% t 1� " 4 11
- ,
. TAIL SA-
, �,` - ; ,�`, , , 44.." (SEE DE
,
I �,� - "
1, " . ,
BOTT01111 .... . I ...... - ., ,',*,� 11, .f,-r. , �: ",
� I i ..�.....� ... �_ ..:�)�
SECTIf111I ...... - 1 I, " 7— I-, ��,_.,,.... - � 'a "� ...... SIZE AND LOCATIC!� OF P-.PES AS SPECIFIED
�,, :� " "t.- .- 7,,, � � � , '' -,.. �� . . i
-
,'', � � ", % ,, I. 1�,' j� �v , I I'-'. ',,� -
�o V ,�� . , I , � " ,� , ., ..�
I �A � I , I , " , , I
I , � , - , ,
"', � ,,,�,� Fj'- :
•, m�,, I" L` , 1, � -1. i - � , � . 12" CRUSHED :i 0 N E #1 OR #2
... I 7 I., %�_ �- , , i,,i� I..,.,
MmV1.111 , , 11 � 1�
." '771 1:1, - .1, - 11 ��% 71 , _,. - N o :
- I - �
,�""f� .! I � , �1 - _0 I., MINAL SIZE OR J1,41I A.0,18.1E .
� ,� � . . . . . . . S, , 0A
f . , - 1� I . I
,
-
, �, _.� � -1 I ;� IN , I �& y � V .Lr .� � � I �,_ I I ,,',,,.�,.
"I - I I UNDISTURBED SUBCiRADIE 01H ADDITIONAL
I i, � i�'4 ,' , " I �,, . ,. � 4 1 I,- 11 -
I , :� — I , :
I "
.
, *,/, I,, I I ,,':, I 1, 1; I 11 �11, � -1 1.-"� , A�� FOUNDATION STONE: A... (). B E.
.1 � "" - " , .
A
17 t".. ,
,
NOTES�
1. SHOP DRAWIII REQUIRED TO BE REVIEWED II TH E: �:'ITY ENGINEER.
�
� , 2. ALL MANHOLE'.) TI.) BE PLACED IN ANY TRAFFIC AII SHALL. MEET AASH70' HS20-441 WHEEL LOADING RE,OUIRII
VgB''NE
Pf,",cast Concrete Manhole - 5 Dep And Over (SA-i',��)' 1101, N., T.`.:i
.......... . .....
__ .
.....-.1 . ...... ___ ....
___
.... . ..... . ..... ................. ---.---
(1/4' 13END
� .)
......... . ...... . ......................... .. _... —
4,5' ( I 1/E� BEND
I ) -
_____7 ........... 7 ....... --,----
22-1,,/2' (1,/ 16)
BEND
� I r,
AREA I I 1: ,, �Njsl(:)�j .)
, I ............... . .. . . . ____
.
FT. I, X i ...
..'...... ... . _
1.2 . x I , - �i
_ , - .............. . ....... . .. _ _- - -
2.2 1.5 ml. 1.5
_', 7*�;.;) ..... ...... -
.
"l-1/4" (1/.i 2, ,
SEND ..
AREA DIMENSIONS
SQ. . . ....... 1� ....... -1- --- 1.
FT. D x L
. ....... . .......................... .
0.6 0. 5 X. 1, 5
__ __ ... . ...... . ....................... .
1.1 1.0 X 1.5
.. .... .... ....
PIPE
SIZE'
INCI ... I V..,- cz-
...)
....... . �
AREA
�.-: � Q.
.,�
J..-T ,
- .
DIMENSIONS
... . ....... ....... � .... . __...___._____
AREA
I S Q.
FT.
............
01MENSIO, NS
__ ----- - - -
D x L
_....._ ...
I
AREA I
S Q ..
FT.
..... . ....... . ....... . . _.____
DIM[ENSIONS
.......................... .. -.-----SQ.
D x I.......
....
D x L
....
6
__ ........ __ .
L.......-
12
__
1. 5 x 2.5
....... . 1-1.
11-1.!"5
......... __ —
2.0 x 2.5
__ .. . .....
2.4,
. .... � . ....... . � ... � .... _.._._____
1.5 x 2. 0
. ..
a
. . . ......... . ....... ...
...... . .. ___._
5J
.
....
2.0 x 3.0
...
... . ....... ..... I . ....... .
)..!11. (')
. ..... ..
I ........ .. . —
2.0 x 4.0
__ .... . . � ...
�
4. .15
..... . ....... . .. � ........ __,_____.__
2,C) x 2.5
1 11")
_......._'.. . . ..
............ ... .
8,8
. .... ____
.
2.5 x 3.5
... ....... ...... �
1'2, 5
............. .
131. 0 x 4. 5
i-.
. . ......... . .....
6.8
................. ........ .. . . . ___ -
2 , C) x 3. 0
—
3.4
_.....- .. . .... . ....... . ....... . . -..-.----
1, 5 X 2, 5
__
1.7
__ ... . ..... __ ................ _'.
1.0 x 2,0
1,12 _
___ ... . ......
117
I . . ....... . ....... . .. __
...
1 5 x 3.5 . . ....
____
... ............. .
1
.8'. 0
[_� ... . ... _____1_
. ...... . __
4.0 x 4.5
....... 1__._
...... I.— ....
9 7
. .... I . ....... . ....... . I—— ___
,x
, 4.0
2.... � .. . 5, ...... _.__ _______.__
5.0
.. . . . . .................... � ......... __
2 � 0 x, 2, 5
.... ___ ................ ..... . ---
__
.2.5
L �_
__.___ ... . ...... :------
x 2. �
L1. -5 j
. .. . .................. . .... . I
,,r ..... . .. � ... IN ThrUst Bloc,* Notes (W-6)-
o .1,1 \
..... ....... .- —...--.. . ..... � . ..... . � ...... . ....... . . _.. __ ....
'�.. .. 5(13 N.7 -' -
N.... ....... .
THURST BLOCK- 9 . ..... FABRIC
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SECTION A, .A
WATER MAIN
(OR SEWER
FORCE MAIN;
cQI`,jc.f;kF-TE
,
T . HRUEST
BLOCK
PLAN (_1111 . )
, �<D
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,
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105
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1. S11- EETAIL W-4 FOR JOINT PF'SITIAIN7 E.;:IFICATIONS
2. :_FE IDE:TAIL. W-6 FOR THURST 9LOC,K 11PEC1F1 CATIONS AND SI,`1�1N(;.
. .
, Typical Tht-ust Blocks (W-5)
� .... . .. �:.:..: ... � . ....... �.___._______________ . ........ . ....... .... .... ....... . ....... . . __ , �
1, - �
V__ I. I I 1:,� .5
ye
Approved under the authority
of a I i adopted
. ;7so u7on 2 -�:3 ,,
tby the
(d.)
. � I I
Planning Boa rapt He C. ratoga Springs.
_T_rVWTff'r ar.
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Verity EngineeriiI D J:�,,.
(�". . ..
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P.O. Box 474
Troy, New York I 2181
Ir.)].8.389.7200 I vei01-yer,ic . 1. c,c) rn
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ALTI-Ii1r, , ENOINEER SHALL. AFFIX TO THE DOCUMEN _HE:[R ilinL
NOTATION
1,L1EFJ-,: QC FOLLOWIM BY THEIR SIGNATURE. THE [1111i OF Ill 1
i IiIA, ANC
A CJ iSTAIPION TION
COPYRIGHT 20.19 VERITY ENGINEEPM D F C, Al H_f I D
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D[I.AWN BY: . ......... . ...... . .... . ... .... __EA5
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