HomeMy WebLinkAbout20220492 61 Van Dorn & 46 Seward Subdivision Plans VAN D4RN & SEWARD STEET SUBDIVISI4N
CITY OF SARATOGA SPRINGS * SARATOGA COUNTY '� NEW YORK
.N A .ON�R�.TION NO C -
1.ENGMEERINC DRAWINGS 8�SE0 ON A BOUNDIRT AND iOPOGMPMIC SURVf!PHEPAREO BY iHOMP50H-RFUING UND SURJEYORS.P.C.
ENRfLED YA4P OF UNDS OF TOP DOC EMERPRISES LLC SfNATE Of�8 SEWARD 5T.h 61 VAN DOqN Si.LIT'0�WtATOGA SPRINGS,
SNATOGA COUNIY,NY.'
Y.ALL EPOSION CONTROI 4FASURES SHAII BE MST/�LLED ANO MVMAINEO IN�LCORDANGE WRN THE NEW YDRK STATE STeWDARDS AN�
SPECIflGTI0N5 FON URBW EROSION AND SEDIMENT COMROL
7.AlL DSTURBED�RFAS TO RECENE TOPSOIL,SEED,fERTIIRER ANQ MULCN TO ESTABLI5H A PEk1NNENT STAND OF CFA55.
4.SIZE AND LOUTION OF�NDE0.GROUND VTILIIIES AfiE SU&IECT TO VERIFlCATION Bf THE COMRACTOR BE�ORE CONSTRULTION BEGINS.
5.PRIOR TO START OF CON5fRUCTION,THE GON7MCTOF SNALL NOTIfY DIG WE N.V.(1-800-967-7967)FOR VERIf1UTON Of THE
LOCATON Of UNDERGRWND UiR.R1E5 AT LEAST 72 NOURS PRIOR TO 7ME SfMT OF IXUVA770N.
6.ALL KNOWN Ui1LRIES 77NT IX15T ON OH ADJACEM TO THE PROJECT SfIE N1VE BEEN SHOWN ON THE PIANS.
7.THE[OHfAACTOR SHALL TiV(E ALL NECESS�RY PREGIJf10N5 TO PROTECT AN�PRESEPVE IXISTMC U(ILIilES.
Sheet List Tob/e
B.ALL UTRRIES Ml1AGED OR DISNNBED BY THE WORK OF TNLS COMRACT SHALL BE REPWCED IN KIND B`/THE CONiPACTOR. .. � .. SHEET NUMBER SHEET OES/riKAI/ON SHEET DESCR/PIION
SITE LOCATION i �,-� [OVERSHEET
9.CONiRACTOR SH4LL OBUIN THE REQUIRED PERAIRS FOH WORK WRHIN PU6I1C RlCfirS-OF-WAY AS REQUIRED BY THE NUNI[IPAIItt AND 2 S7 IXISTING CDNDIilONS SURVEY
ALL PEAYRS REIXIIRED fOR UfIIM WOfiK ON-SRE fROM THE CITY.
3 52 SUBOMSION PUN
10.CON7RAC70R SH4lL OBTNN ALL PERNRS REQUIRED FOR WORN ON-SI7E PRIOR TD COMMENCEAIENf OF CONSTRIILTION. 4 ED-t IXISTING CON�RIONS 8 UEYO PIAN �
5 lMG-1 UYOIR.VATERlLLS&GRADMG PLAN
it.THERE S/NLL BE NO CWWGES ON THESE PUNS IN ADVANCE Of,OR DUPING CONS7Ii11CT10N WRHOUf PRIOR r1PPR0YK OF iHE DESIGN 6 ESC-1 EFOSION&SEDI4EHI COMROL PUN ���
ENGMEER,THE OWNER AND THE MUNICIPALfIV. 7 DT-t ERDSION h SEDIMEM LOMROL DEfN15
12.ALL CONSTRUCTION SH/�LL CON�ORN TO GENERALLY ACCEPTED CONSTRUCTION$TANDApDS OR AS ORDERED B't ENGINEER. 8 DT-2 SANRr1RY SEWEP&WATER SYSTEM DEfIJlS oo€N�V�
13.THE CON(RACTOR SINLL COMPLY WrtH LONSTRUCiION INSPECPON REOUIREMEMS OF ALL AGENCIES,ANO PWISE WORK ACLORDINGLV. e
9 DT-3 MISCELlANE0U5 SffE DEfA1L5 -5�
1/.THE COMpACTOR SILLLL VERIiY Al1 DI4ENSIONS AND REP�RT M1Y DISCREPANGES TO THE ENGINEER PRIOR TD THE STM7 OF N�E'u�Ss�
CONSTRU[TION. �34�5 B�
75.FlELD ADJlISTMENf MUS(BE RlYIEWED BY A REPRESEMATNE OF UNSMG ENGINEEPMG PRIOR TO MSTAWTION.
16.PROTECT NEWIY GRADED WORK MEIS FROY TMFiIC AN�EROSION,AN�NEEP THEN FREE FROM TRASH AN��EBRIS UMIL PHYSIGL
COMPLEf10N Of WOAK.
17.CONiRACTORS OPERATION$ON SI7E WHICH 5lMlL INC�UDE BUf NOT 8E UNRED TO DUSf CONIROL,AUTERI�L HAULING,FlRE PROTECTION,
EROSION CONTROI,EfC.SNALL 8E GONDUCTED IN ACCOFdWCE WRH CIIY OF SARATOG SPRINGS REQf11RENENfS.
19.LOGTE IXIS7ING UNDERCROIIND UTIl1IlE5 IN MEAS Oi WORK;IF UfIL171E5 ME TO REAVJN IN PUCE,PROYDE RDEOU�TE IAEWS OF
SUPPORT AND PROTECTION DUFING FARTHWORN OPERATIONS.
19.1HE COMRACTOR SIULL COOROIIUTE WJMENNlCE M1D PROTECTION OF TRAFFIC WfM TME CIiY 0�SARATOG SPNINGS PND SWATOU SITE STATISTICS: Z
LOIIHfI DEPMTNEM Oi PU64L WORKS.ALL IWMENANCE AND PROTECTION 0(7PAFfIC SNALL BE IN ACCORDINCE WRH LOLAL,.5fAlE O
.... ;, ,f.�.:
. ,,.�� .,, ,
AND FEDEML REGUlATI0N5.ALL NECESSARY SIGIUGE SHALL 6E IN ACCOR0.WCE WfIH THE NEW YORK STATE DEPR2TMENT OF
TRANSPoRTATION'S IMNUAI QF UNIFOFN TRAFFIC CONfROL DEVICES. � TA%PARCEL ID PARCEL t-I85.34-1-7 �
��{ PARCEL 2-165.31-7-9 �
10.TME COMRACTOR SHW.9E RESPONSIBLE FOR ANY.TEMPORANY WORN FASELIEHfS THAT 44Y BE REQUIRE�FOR E%GVATION AND
ASSOCI�TED DISTUP&NCE OUISIDE OF THE RIGM-O�-WAY ON AOJ�CEIR PRNATE UNDS. GARCEL�REA PARGEI I-O.I82 AG =
PARGEL 2-O.SSi AC
21.ALL WATERIMIN AND WATER SEfFACE�UTERNLS 5lULL CONFORM TO iHE CIIY OF SAR/�TOW SPRINGS SfANWRDS ANO MPLICABLE AXYIA TOTAI AREA-0.813 AC �
STANDAHDS. F
i�� 20NMG-UR-7 URBM!RESIDENTIAI �
22.WATERWJNS,WATEP SEtiVICES AND APPURTENANCES SWLLL BE DISINFE[TED IN ACCOR0.WCE WffH ANWA STANDARDS fOR DISMfECTING 111NIMUN MEA REOUIftEMENTS NININUM LOT Slff-17,500 Si
WATERAWNS.C-651-14,WRH iHE IXCEPTION Of SECTION 5.1,TABLEf MEiNOD.flNAI.KUSHING OF THE HFAYiIY CHLORINATED W�TER NINI4UM AVfRAGE M1DTH-100 fT Z
� CENERATED iROM 7NE WRERAWN DISMfECTION PROCESS SWLL1 9E NEIfIRA�IZED AND DISPOSED OF IN ACCORDANCE WfM ANM'A N�XIIAVN BUItDWG COVERAGE-20� O
STMlMRDS�OR DISMFECTING WATERAWNS,C-651-1�. �ROHT YARD SETBAp(-J4 R NIN �
A�E YARD SEI9ALN-12 iT MIN(30 R TO7At) U
13.WATEkAWNS SHALL BE PRESSURE AND LEA1fAGE TESTED IN ACCORDANCE WRN SECTION 1 Of'THE AWNA C-600 lATEST EDffION. �'"":" �' ."' , . �,; REAR YARD SETB�LK-JO FT NW
FINST FLOIX7 AREA-B00 5�41N(2 STORY) �
21.THE COMRACTOR SMALL BE RESPONSIBLE FOR AND COORDINATE ANY REOUTAED BFACINC OR RELOUTION Of ANY UTIUIY PoLE OR MA%BIDG NEIdIT-60 fT
STRUCTURE WRM iHE APPROPRIATE UtRM COMPANY. GRCENSPACE-SOS MW. O
25.ALL fILL TO ACHIEVE THE PROPoSED ELEVATONS SHALL BE COMPACTED TO 95X STANQND PROCTOR.THE COMRACTOR SHLLL BE SITE LOCA rION MAP PROPOSED SVBd�5510N IAYWT (I)SWGIE fAMILY RESIOENTN,10T5
RESGONSIBIE fON TNE COST AND COOPDINATION OF THE TESTING AND DOCUNEMATION Of THE FlLL IMTERLLL AND THE COMPACTION OF � O s�^
THE i7LL N�TERLLL. VTIlJTES WAIER-qtt OF S/�RAiOCA$PRINCS S
26.THE COMRICTOR SHALL TAKE NECES:r�M PREGUfI0N5 TO PROTECT THE SURFACE OF ALL b(ISTINC R0.4DWAY5.THE COMPACTOR 5lWl gg
SENER-CITY OF SARATOGA SPPINGS 3
BE RESPONSIBIE FOR ALL SURPACE RESTOMTION AND REPAIR RESUITING fROM THE COMMLTORS ACTNrt1E5.TREE TRIMMINC SWLLL BE O 500/000 2000 f000 �s Z G
PERFOPMED BY THE COMMCTOfi AS NECESSARY WIfHIN iHE RIGHT-OF-WAY ON t7�IL1iY FASEIAEMS.AlL DISTURBED UilUf1E5,DRNEWAY �
CULVERTS,tAWNS.AWLBO%E5,FENCES.SICNS.DRNEWAYS,DRCHES EfC.SHML BE RESTOPEO TO THEIR ORIGINAL OR BERER CONDRION, '�
UNES,GRADES AND POSRIONS. � �
27.ALl DI5fURflVlCE U4ff5 AND SEfBACKS SH�W.6E STAKED OR fLIGGED IN TME flELD PRIOR TO BECINNMC GRADMC AND CIFARING APPLICANT&PROPER'iY OWNER: Q�
�T���� TOP DOG ENTERPRISES LLC Z�
26.THE CIIY OF S/�RATOG SP0.1NG5 SINLL 9E RESPONSIBI.E FOR TME OWNERSHIP AND NAIMEIUNCE OF THE SVJRMY SEWER UNES. 1571 CENTR4L AVE C -
P9.THE CIIY OF SARATOGA SPRINGS SHALL BE RFSPONSIBIE FOR 1HE OWNERSHIP AND M/JMENANCE OF TNE WATE0.LINES.
COLONIE,NY 12205 SOIL APPRAISIL-DEEP MOIE TESTS-iERFORME�J/4/30]t �
WfINCSSEU 8'!1N61NC ENGMEERING J
JO.WATER SERVICE$AND 5EWER IATERALS SHALL BE SEPARATED BY 10 FEET MINIMUII NORROMALLY AND 18�NININUN VERTIGLLY. PLANNING BOARD#ZOZ�OSBB 7E5�PR/1 ' TEST PR i2 .a �
31.PRIOR TO CONSTRUCTION:THE LOCATION OF ALL E%ISPNG UfRltt PoLES.WERHEAD VTILRIES ANO UNDERGROUND U711JTIE5 ON iME SRE ��_� ���� �4� ����
t1'-b'�W BRO�M S�W 6 Sli 6'-N' �MH�MMN�S�ISND k SlT
. SMALL BE�EfERMMED BY THE COMFACTOR.ANY DISGREPANCIES SHALL BE BROUCM TO THE IMIAEDUTE ATfENf10N OF THE DESIGN ENGMEER. u cE xaKs�coBeu'. t coBB�6 O.
THE COORDIIUTON AND COST FON THE REIOCATION OR MODIi1GT10N Oi ANY U7ILRIES SIMLL 8E THE RESPONSIBIUIY Oi THE LONfRACTOR APPlOVCd under a1lthOfiYY Of a�GSOIU�IOfI OdOP1Cd b' e��R� 8[Dxmt
AND 7HE EOSTS FOR MIS Ufllfi'!WORK SMALL BE.PROVIOED TO THE OWNER AND DESIGN ENWNEER FOR REVIEW. bY 1hC PIOMIfII]BOOId 01 th8 CitY Of WtrtwG o Ja' uomMG e a'
JZ.NO BtASTINC SHLLL BE PER4RTED A5.PMT OF THE DEVELOPMEM ASSOCIATED WRH TNE APPROVED PUNS. �D4�B� ������ ���
Sarafog❑Springs.
qTY OF SARATOGA SPRINGS PUN NOTES: Chairperson Dote Signed
iJ ALl WORK NUST CONiORM TO ALL fEDERAL,STATE PND CT'CODES,SPECIFICATIONS,OR�INANCES,RULES AND REGULATIONS. �
2J THE ElEVATON BlSE FOR LONfOURS ANO BENCMMARKS AAE TO BE BASED ON TME NATIONLL CEOOETIC VEtffICAL Q�TIIM,1929. ....., piyp�5�i«5pa� ...��«-.+. 0
cmaiv vurws �Z n
SJ�lL RENSE,DEBRIS AND MISCELIANCOUS IlENS TO BE REMOVED SHALL BE LEG4LLV DISPOSED OF OfF SITE BY THE CONTRAC70R TO A --' � a �+-�4w-..�o-iw.-�o�. ��' � '�"� -• �-�m
LOGTIDN�PPROVEO BY T1E CRY ETlGWEER. ,j�' ` � A.�MA` �-r�,//.J�;` ¢�Nv
....�.,.._.._. ..._, . ....,..�..,.�...,.,-w•,..e..,.�.. � ...._ � .. � . ... _. �W r°�
�J'IHE LONiRACTOR NUST SEf UP�PRE-CONSfRUGT10N IAEEfINC WRH TMC Citt ENGINEER PRIOP TO MN CONSTRUCTION.CONSTRUCTION � �� -^�^+�^�.^• .,.,.,e„o„„„e., o„ , �Gm
WSPEC710N5 BY A DESIGNATED REPRESENTATNE OF THE MPLGNT ME REQUIRED.THE COST OF 1HE CONSTRULTION INSPECTIONS 5 7HE ...M'N.'�'�F �� � � In W aZm
�� RESPONSIBILRY Of THE APPIJGWf/DEVELOPEit. •�rii��n.or�.���. V�
SJ CAMACf THE BUIL➢ING INSPECTOH FOR A BUSTING PEkMR,IF 9VSTING IS REOVIREO. MM�.r�ir zia'� �N,�•���•���y ' Z w�m
6J 7NE CAMMCfOA YUST OBTNN A STqER OPENINC PERNR fROY 7HE DEPMTMENT OF PUBUC WONKS fOR ANY WORK WRfdN 7HE S7AEET v+��.��dw.�+`..m�i's.u."`i�'.ee�i..`N"�.,re�'wa��"`"�" ��•~��w�u����'µpw��y,�`W' �""n"m"" �-e�n
OR RIGHf Of WAY OF ANY CffY SfREEf,.ROM OR ALLFY. N�����e��� H„ a.aa+wmmo.,.... .,.e. �-^^w+��^�d..'�.o.�.•�o `Z a
, 7.)ALL PoINTS 0�CONSTRIlCTION INGRESS OR EGRE55 SHI�LL BE MAINT/JNCD TO PREVEM TRACKING OR F�OWINC OF SEDIMENT OR UEBRIS 'u°'"""""'«�^`roxi � � � w.s.w...ea..•,.....s...� "'`"`""'"`°"'`�"`'' � N
ONTO A PUBLIC RIGHT OF W�Y. .. .tl.. .+,..,�.w.++n....�s.a+.wn..�.w. �,�.v....e..�..ru..,�i�... ....�.wa...w...wa..w W
BJ NO CENTIFIGTE OF OCCUPANCY Wlll BE ISSUED UIfI1L ALl SITE WOPK FNS BCEN COMPLEfED IN ACCOROANCC WRH TNE APPROVEO PUNS; " """' lu�..w. µ��pry Y� ������y�P~wA�.%
AND PH'AS-BUI�T'OMWING WS 6EEN PREPPRED IN ACCORDANCE WITN 7HE REOUIREIlENfS Of THE Cfil'ENGINEER. � ar r �.�.+nn� �^*+^^m^e a1^°`� b'^�:�� �^�crytl "''^""'"^`^°°'0P"ini6^'^""'�^""" �
9J THE MPUCANT ANST VERIFY TW1T THE GROPOSEU PRWECT CAN ACCOAIOWTE THE NkNING AIWEMENiS OF ANY FlRE TRULK T41T THE - - "': �`h� �^u,a *�^^�-� . "
fIRE DEPPRT4EM DESICNATES. ' t
^'""^ Y- .�.n..'n�..».i.�^.��
rrr .. ... "^"
- � iw......raw.. f«ns..o..a..s...+...rw.� .�..s.N.�.......w..+�w �..��..ryu
rw..• •_ n.- ...... .aam�,M�. w.,w..�r ',.. o.
wH o-+umae.wanuv..wu�se. .ae..n.m...,�m.o�
U.+e.Mwmascn.�ue+.-r..+....1<....�arv..�w.n1 � .rwMw�me..eum ��o-rrvur�r+.�.
...
�ew�ay.n.�ub...u+�.<.oway.mawu�u.a.vw.»v..P..wn. � .4wnm`v..........�.�.�4n•�� .ww...ar..,.r...�aa
.ua.�.w«.a.r..�wu��.lew.nw-ennrc.rw+tiwi.n......�e :r: .w..�oa..+n�..�n.� .v...W��w«•ay.�a�..
m.ont..r.rmn�e.y�.as�ws�wv.n>en�*r�.nr»++.+ '.�.�� ....._.
�.r. ww �- ..nrvn.a.m�.un. w++
"`""."m-.�-W«u,'��� COVER SHEET
�:'.�:. _�,.�.�.��...w,�..�..m...�....n,., .,,.�k_,�..�_,..�. ....
��„e w..���.,;�.�,.,�.:
.......,..i.�.y.v�w...o,�,.. PRQI.N0:97B.00 COV-�
SCALE:AS SHOWN
DATE:11/9/2020 SHEEf 1 OF9
��\ ..C(EMfN � �J �2
T �� `�
....... ��/� ��
� 1' •...,'i:.. '. � V/� 0�
�� . : �... ......._.... M U
SVfry�F ....._.._ .. � �
., � 0� �•� �O
; ` ��..., . ..... . .__... O `p �L �O
�; y�� o a o
... .� � ��;��,
� o �p.�.�,�a
, � a C C�;, :
: . e'wc e,wc o- �w y��n4
,.� ._..._ S4N.uH 1T �U
� �: ......... ........ ., ��NfSlnifi9.0 �V• �O
. � � :, � 91VSOIIiH.369A �Q L O
765.34 ..•••• � INV.FiSf=76B.9 xUNOEACR fiS � �(7
. __.... I WF1ffR .
7 � '.: �� •.• � n�� Po aJ6B.39 +�a �O
-, ..
� � Sewa�d St Cente�lnc. (�++"°T oPa) ,(� ��,
� ' : �'. nen�nEs n�x w000s 6 P280 �
8k11 1 X� �O U
��. �. S rsEraxwc w.�u / rt cc aosi/ � �J..�~ �f
. ' .. ... � s/s n�c�s ��
� ����� �� _'����4-�� ����.�� `��� o
5
� `��75•� 1 , _ 2J6.1�' ����^ �����-�_ ���� Y lo n n
[�9�c 7--- ]6591
� 'w' JI I C o. ��. oll t) ` +m61�� - n1 _ _ / /
m � �s � .,o , --- e u �5s'� ,P� � � �
n�.n � xsas "
,� .,� . � o�,_e—o—= _� . �1 I c 6 / � �� 3�I I �i
i
•.___.._.. w �'-•. wI i �� ���o I�wuse I I�ort. � �awN f�aic ucrtxs�c��`�_� � I i I
, ' ,.,• FRPIAEI // �U
' ° , ,9 �s Il /�� 2-m. I �-�^'• f_ '-___-- � 4 S�.—�/�_�` '� �0.
, ,:.. .' �' ���`.. �I =i� I �'' _ _ '�\m�o --i� �, ����. ..�.�� / TM#165.34-i-9 ��i�) �� I sw.w�. �vi �
I `
..... �,..-..: Sli9� � 1 SIY. .�.365.5] a' LL
�� 3�i�_ m.�i�� �\�� �noRe�inovEv I�Q` l� �6P9 .J r 0.5�ae. ��I i�rv������i.e ��w
\ 9 s ,,.� sarM_x
, __, �. --��/
�:. �, :. ' �°�'M � / �{ ° a�r�nuiNs�inti'. �, ::.I \23 // o� �>
. . �, '�,. 78u �''� '!`���J � I � _�,,,.w o� N -a
�. _... , �. vo ' __ _
/ I
. ..._.. .. , �,
_.:�. : „_... ,< iCPOFwII i� $ / / __-� JrvA� .�p.,._..—.._. _.._.._..L. .7
_...
�
�;a�o � I�� � �-- LLD_ �.W � � � � �,
x � u
o • �
Location Map �-an.,5� � � li�:ry / � � / o 0 0 0��\ --- ���_ �� � u� � Q �
S)0.0! y � G 4���� 61.]� /,;'�I 'I �zz
� �
\�i�z� / i // '�� . s2w000x , ,.� /�� �I �'
, � / +nos! /�I� Ofa(k 51EP5: .I I /..�'/.. / .
e`III So� 1 t SfY,wOOD . ��.I /' sM� / 1�JI H
I '' `U I ; � i� i iFRAfAEPFJA0VE0 6EC.4EIER / AEMOVF➢ / 'J^�. �]61.9e !.W
�/ ��I I �\ �\ ��+n�.0 � (�����i � '�' � / �`� �• �
/ I �� \ , ' �\ D e' ____ J � 6.9'�1I II� �I
�c•zrzsw z<I.os im w �rva,l �r--= xs.,n /
sw.ux nyim� �.o�a=s-Ls=�__'°_'�°_°____'�-- o.s' _ y�� ./ �000s�_+_ �a�4�,S'
/ j S767J'25 E I?0.7.z'M �I9.9 D£ED �
PoN.]75.65 Jts.be 26'(� 1'W. �,/
IM'.WEST=J69.9 +)9 ..`.�! ;2�}-DECK/ '� // 9' � � �I
Ut✓.NOFIFh369.8 1im /
1 � �I
5��•�� 11 I �� � � / '/ �I l� I.
� CGNC.WN1( / i
� /
� I / $/� /� / //r /y/ � �
y,�„ ' TR7%�7/ / r��':.I.; I OFf1FW
(7�� 1 8 \ o/ � GPA�y�'���/ 4�V.N/p y'O
� Angelo �—�.q I � � I� � �g�` a'. �`°px
Belic-Kalaudis �Yo 61 Van Dom St. L�___ �� �n �
lnst J/2of2031o07 � � - � ��M+.6� x�+� `�L --��
TM/�165.34-1-� ��.� �,� °
� � I��' I 11,439 s.f.or 0.263 ac. '� � I 2s+eex���d"
O '�2 WOODS � ' � / 1fiTP1�`W�'� I � [ 5
i' � AND
3 �I^ i � 1 / l��w� , �
� � � � �,,�
9 I
� ',,,� ' � 4
� t'w.o I� //4.� �'' V-����" ''a&rout /il �'�y
°�w\ � / „�-�""—i / � �
� / �WOODS/. 3/B�-I ��� �95
i$„ � /� 1
. n f ���., ��jsr.�'ti_,Ns��g�_�oem-;..� '�.-_�t o�° i�wzs: �'I
Ina 0.HarneY o�l���'��� �I
Bk 1 O55 P260 / ��5/B'IR n/f �I
�f�+�N� � Peter Loye�° I i
°u`� pp 17035207
� Inst.//
�
v/s/mzt ureires�mm
i/n/zost wsc
9/IB/1010 iOPoGPMH!/DDm
Map Legend Mop References: Deed Reference: Certification: Snsi� ��u�
• 5/B"steel rod set wilh a tag 1.'A Map of lands of Harry D.Snyder,Jr.tor W,J.Gronde Top�og Enterprises,LLC R IS HEREBY CERTIFlm TO TOP DOG ENTERPRISES,LLC DATE DESCRIPTION
e morker faund,labeled &Son,Inc."by C.Donald Carpenter Jr.dated Jan.1983 ��st.�{2019014391 th�l tha mop ra.preparea��aaordmce.;th the orreM eoccny coae o(Pra.t'u
losi revised March 7983 rled in the Saraloga County ror lana swqen cdopted by tha Nmr York state�.naia�on of Rot�ubnm wd REVISIONS
0 utility pole Clerk's Oftice os Mo 5-141. S+�m�•b���anacation'v IUNtee to pmaau 1«.nom ue sowaay nmy
}�{ lamp post P �mmui'pe e�en�w ec��u�m�gav�mmentd ayarcy.oiw m me imaig OATE: Oet.10,2079
2."Seward Street Center Minor Subdivision"by Gerow
o cleanout valve Associales dated OcL 29,7985 revised Dec.5,1985 JOB NO.:519-164,24
a water valve and filed in the Saratoga County Clerk's Of/ice os Map �RAWN 8Y:DES
—��—��—overhead wires 5-142.
CHKD.BY: WMT
—�—n—e—chain-link fence
-�—k—�—x-w;�e re�Ce Easement:
—�—gos line i.Relerence is made to easement reservations SCALE:1"=20'
—�—water lirre made in Bk930 P777. �o a to 20
—s�—sewer line 2.Re(erence is made to o sewer easement
�
----property lines to'wide to the City af 5aratoga Springs in PB#20210588
BkB54 P221.
Approved under authority of a resolution
adopted by the Planning
Board of the City of Saratoga Springs.
wwuaa�a att«oc�a odm���o a�y a�N�vv�m�manen�.(n an)«e dw�
mep Deanrg a ironxd Lwd Sanv�a'a Sed ia on Wa aurvcy.No abatrocl al L11e rm
a vialaGon N SecCron J309 su6lNuqn 3 0l avadaDle.
ue de.ron�rme ce�<aco��.. airperson Date Signed
519-164.24
P:\71t✓�iaP�9 E^WV��4 46 Seratd @ BI Vm Oom 5�9-I64\Cariwn\5�9-164 Top Uog Fnleryrba 51 Erhling CwMAbna.drg
`"` U cn�.
E"' C J c�,
ct �
..., pryT ......... :
: ; "'... -�......., '. 0 j
� •� Q
' ' "-. 4y ....... �... PROPOSE�UTIJTY EASEMENT M (f� � ��j
' E`Y�F �� FOR E%ISiiNG WATEFi k d
-. ......_ �
�'.: -., SANITARY SEKER SERNCES � �
,. �
" " �• ��:'", n�f ON 07 j�571NG HOUSE AND GARAGE � � �> � O O
:: !� ��� �"--.--- ........ Seward St.Cenfer,Mc. Z `o ,o
ux � L
.'�'` Bk 1 161 P2B0 � •� � Q.��o
.�. xeruwmc w,uL �vosi '� -o ��/� � °�O�
5/eM. 57619'J5 E PJ6�4 \ O d y� � .v, �i
e �; -------------- }f.,s,.J��'— l'pj/./l �i09 //7 � a o :W ��a
.. i� e- o_-- _CWUNEY- .I'O �___ �' ��-•1i/ '����t��/''�$o� N � � �4
�i
\ • .� . . �� � --_. . �G�IIWEY N7C19 , d
.. ._. ° E.. E _ -
e �
, __.. .... �PORCN h o ..
.., t '35'W 1/0 J9'
._...._ .. n� y�EpS I
y._-z�.�' w000��1 xous�. �I i���.�;ss•�, 's scra¢u � I O Q� �Q
. •� ;.._ I I � 2-stt. I t-src.�. ccu�x[xr.
ll A
__
~^ � � � �(�wF�uc�s� � Lot 2 a � p�
. 165.34 �, i . �z.e� �----�� 7636 s.f. � O 3
7 '��.i u „� k�,{----30.9� . . _.._. 50.8' m �
1 I
,�. II�c ----- ; � � I ��o p`_ a v�°
�
,.
y e
. e ��Y �,
� z 31 a w R 5t I
�: . W� w u h Ibo SW.AM. L �U
� ; '• i c] M � r—
; _._ , 3 ,a ��F�-m—..—. _..—..—..—..——..—.. � o.—.
i REi/JNINC Wlll
�.., � LD_e_e o_o a��
�` , �;� _ _°—I ''QI ;s��'�"« �,.� �
:
SI'iE $`, '` O �I Lot t I I i --..,.----�'" i� � I. �
. �''. �''.. � °I St �I I �82'41"11����.� � � I �^i
u
e 12 500 s.f.
_...... �i 46 Seward . .�.---"'"_saz•,•„�e„e.e9'
. a , ' . �,
. . P �'.. � I � • ��� { Q�
I � I
�
: �' �., •� I� SEffl1CKUNES � w I N ' � '
_.•-^ _ .. , 3 ���' — — � � I h �,r�_--- � _ �' _
�N� � � I o �
_ , I Y
• _ - b W
1
, v �-., ol 72 28' �. �
b
J. � __
.._.. .... a . � ��rn�a�nr �S-e_e_a_°_°_ e o o-o-��� elv�i ..
�;'m
_ 'ryry
2 Y
�. .� ..... .. .: �.i ������������6�� � .
'. o� 0 7/4'IP � ��
,v�czi'zsw �' nr. � � Lot 3 R �t m
�1 �^ IR 7636 s.f. �' I �z �
Location Map o". �"/II � � I �� -
"�` � ��� d r
� i �o � ��i5 SEfBKX I � Q�n
�a � /�
i �" ia
� n f � �" w+�z,�a.a_'�.- . 9�1�y�%Y �/7 . SEE EASE4ENi Rff./[ �s�
� Angelo �� Iz __— Ness�s=sss e rl�i/Y/��//i Y � �
Belic-Koloudis o !��"-�- g�:��' �,%//���oe���/�e L
42 Seword St, ww� __�{/���//� /��� �I
lnst.�201203f007 g^� �15��=' - M�f��//��1/L�y�,-,�, �
� Tox Porcel/D 165.34-1-8 ��%�a� ���/!���i/ � o� �I
3 zh I�Z" �� Lot 4 �j i i �i�•i � .
� 7636 s.f. �-��-S'�23os'� mi � I
� i A N62R5'06E y,`583'���E sa ^�
��,�4' EASEMENT GRANTED TO THE
'^ I .'�. � �j�� � CIN OF SARRTOGA SPftINGS
�) ��p,e� `rP� �il FOR 7HE PURPOSE OF A
�� 15� - � q PA`hLQlT NRN-AROUND FOR
�°j\� � �' WT I FIRE DEPARTAIENT FPPARAlUS
�1II�� �7y7f p9l�� �Wi�o M51.1'202/04l451 P
/ / �- �f N��ti
D�_G ��` � 1�u�xo y0
�/� /1.9 t3�� GVW3E _'�.. p�LL I N �Pf
F _
�I���i"/ NH307'00"h' ;`
� Lf �/� i n .r` i
��s/ebe uraitt useun�. peter Loyola o
aw+¢o m r�
°�w� � att a soxame,v srAwcs Inst.//20 1 703520 7 '�a.e,z��"
i WST.(L4210VN51 1� (ANDSJ
(/1/
n/f �
Ina 0.Horney .
Bk1055 PZ60
40 Sewa165.42_2-1
raX parcel ID
Variances
Voriances were granted by the City o!Sarologa Sprinqs Zoning Board
of Appeols on July 6,2020 as/ollows:
aznaooz�
IN 1 XE IA4TIER CF TXE P%Jt 0.2
To>WCEnr[PPkS_S,:CC
15T�CEAiaR:.AYENUE
A:CM'Y.NYtII05 n/f
�P.'YGOf HGQVIREl�[Ni......................_....._..-.._.._.�.SIRY'T :aRC?CSE➢; fl°LIEF ; LISO K.,5029270
! �em+exsiow���i j �eauesro �
nst.�20
ftEP�REM Nt � ,3$SeWd(�42_'1-,38
Uirtm SY"d.b3t%.b'.dN! ...- .t :SV .� � 45 u81'S Tox Porcel tD
�'�r� .�,v� fi aas�r 75.b,sy �49?4c(8�'S.i
r1�.rt h 1.bii �) ., Y r3154.i
.k� I LM? � 15>J'{ Sa6sl 4a6C 3354.,
mrU�'�KKTr89 ' fi7C ,37 38 Y.�B]�� //
_. _
�44^ATrU'S2 k+tu � 1 257GiCl� iaEv.fl dcf{�s.vt5`4 981021 GSE11QIi�Om
.. ...._..... ..... .
I.irtM]"'.mkfr'.Et.'c�M:x ' iCt EG2' ' 34A'w_'4.6% Certification: S�i2oz, UTRMCASOAQIT
..___......._.__................................_J...............'�_..._......;_......._._._...._L_...__-"`_J
Map Legend Deed Reference: Mop References: Easement:
• 5/B'steel rod set with a tag Top Oog Enterprises,LlC 7,"q Map af lands of Harry D.Snyder, 1.Reference is made to easemenl R�5 HEREHY CEFi1FlED TO TOP OOG EMERPRISES,LLC ������ �u
InsL#2019014391 Jr.for W.J.Gronde&Son,Ine.'6 reservotions made in Bk930 P717 U���v�a�v+�v��d in ocmNm�.r�1n Ma ewrmt edsLng coae o�anet;ce s/�5/Eo2o GF.wou7 v�1.�E5
o marker found,labeled y Ia toM Svvryon oeopled by ue xn rart Stak A.minUon ot Protmlana�Wne
C.Donald Carpenter Jr.dated Jan. (see proposed easement for new y,�,a�,N��cetif<abn u Iuml.d�a persom fm.iwn uw bo�v,auy srvcy DATE DESCRIPTION
0 utility pole 1983 last revised March 1983 filed locotion). mav n v��d.to IM Llb corrparry,Ue gmxmmanloi oyenry,ond ta ue k�ng
j•t lamp post 'n the Saratoga County qerk's �nsutvuon rctee on me twkory wmy mnp. REVISIONS
UR-1 AREA REQUIREMENTS o cleanout�a��e orr�e as Map 5-141. Z.Reference�s made to a sewer
easement 10'wide to the City of OATE: Feb.14,2020
� water valve 2•"Seword Street Cenier Minor Saratoga Springs in BkB54 P221.
um�vnwn P«mt Subdivision'b Gerow Associates JOB NO.:579-16424
ot Lot a ba G�Nmum Rix'ad lccessnr 9:laig �"�Property Iine Y
o�u�e rara o�nmo�„ aaany, �sn�owanw te daied Oct 29,7985 re ised Dec.5, SCALE:1"=20'
sm Rear ummvn -��-��-overheod wires 7985 and filed in the Saratoga 10 o to
uenn one rotoi w uaxenum PriM�pa Frait Counl Clerk�s Of(ice as Ma 20
Zonn9 14n'mmm M.�Prnicpol Acceew7 Front Peor Z�5�Fnt Fbor Hd9Al Buddrg 1' �� �t Percenl of _e-a-e-chain-link fenGe Y P �
u�a �,ae e�ia�e�aa�paq�i�«p Nro u�e u�a �i m w PB#20210588
(�ea) (r«p Omp w.��.i (r«q (twp (r��) i ie Pm��sro S-142.
-x-x-x-x-wire(ence
UR-1 17,SW$F 100 20 B Sp JO 12 30 �0�1•I 60 5 d(1 5 5 b
Z SW mB00
Approved under authority of a resolution
adopied by the Planning
Board of the City of Soratoga Springs.
wow��a mi«w�on a oamu�,m o.�.y u�+i avv�������p�om)��o�
�c�on�y a ti«�ua io�a s��«.s�a ts oo Uie aurvry.No obs4oci oi rne.�:
o�aaue�or sman nos�tdm,�z ot e,oaoeie.
ne ri�.ro�t sate¢e��auoo tew. Chairperson Date Signed
P:\7W�Top Oog Cnlupiinee.46 Serord k 61 Van Dom 519-764\Cm6on\519-164 Top Oog Enterprixe SI SebdMvon Yap v2.Arg
-64.24
SURVEY NOTES:
SURVEY NOTES:
1.THC DEE��IMENSIONS MEASURED WEST(RON VAN DORN STRECf ANO E/5T fAON SEWAIiD SrREET Dtl
NOT MEEf,LFANNG�WHE ARFA BETWEEN THE PARCELS.A BOUNMRY LINE AGREDAEM NIGM BE
NEEDED TO RESOLYE 7HE DISCREPPNCY.
FASENENT
7.REF[RENCE IS AV�E TO FASEMENf RESERVATONS AUDE IN BM930 P717.
2.REFERENCE IS AIPDE TO A SEWER E/SEAIENT 10'WIDE TO TiE Lltt OF SARATOGA SPRINGS IN BFB54 P
P21.
6EED REFERENCE:
TOP DOG EMERPRISES,L1C INS�./2Q19014391
NPP REiERENLCS:
� 1.'A AUP OF UNDS OF lUqM D.SNYDER,JR.f'OR W.J.GRANDE k SON,INC'BY G,DONALD
CARPEMER JR.D/�TED JAN.IBBS lAST REVISED MARCH iB87 iiLED W THE SAAAiOW COUN7Y CLERK'S
OFt10E AS MAP 5-tli.
2'SEWMD STREEf CENTER 111NOR SIlB�MS10N'Dy GEROW ASSOCI�lES DATED OCT.4D,1865 FEVISED
APPRO%IMATE LDGPON OF W�TER 8
� bEC.5,1985 ANO FlLED IN 7ME S�RATOCA COI/MY CLEPK'S OFlICE AS AUP 5-142. SANRARV SEWER SERVICE�OR WOOD
fMAfE HOUSE AND GARACE TO REMAIN.
�� COMMCTOR TO VEPoFY IXISPNG UfILTIY
LOCATION PFIOR TO CONSTRUCTION.U(IU1'I
��� " ��� ��� FASEMENT TO BE PROVIDED FOR SFJMCE
�i IOCATi0N5.
•. ,. IXISTING w00D FPAME HOUSE TO
BE flEMOVED AND�ISPOSED OF
-- AT A UCENSED W�STE FACIUfY MPpO%IIMTE LOUTION OF IXISTING SVJRARY
, SEWER OND WATEA SEfMGES TO BE REMOVED
�.
� AND DISPOSED OF�T A IJCENSED WASTE
I �. PACILfIY.SURYEYED LOCATION UNKNOWN ANU
, ':' � ..,,.�,.. E%ISTNC LONCRETE TO BE --�.. �CTUAL LOCATON SHALL fiE VERIFlED BI THE
� REMOVED M!D OISPoSED Oi'AT A ""'i COMRACTOR PRIOR TO CONSTRUCPON AND
: , .:�,:.-,:.. i
����� `� ""' ' ''�' � �'% LICENSED WIlSTE GALIl/7Y ,.� OENOLffION.E%IS71NG ASPWJ.T TO BE REYOVED
: 1 ,; ... . ,.,, �.,.. ...�;:...�.:.. ..........�..........:.......�
�_. - AND DISP OLE NG SENVICE LOCATION
;-. ..,'f'I� __ �� � ���,.5�'19'.J.s'k' '.•. .. _� � VEP GTION�
.,..._. .....,.....
.
' `; _I ......—.. 2J6.)4+� �� �'�rv� .....
��
_ �
���' _ _
.�,.:..: ......_�
,�= .�.. . � ' I , -' . _._._ .. .._- _... ;- . ` IXISTNG/SPNALT PAVEMEM TD
��•� W0�0 FRAAfE NOUSE � AT AEUCENSED W�lSTEPoAEIM Nak
E%ISi1NG GRAVEL TO BE PEMOVED � � ' �-'� � 2 Stt �
NJD DISPOSE�OF AT A UCENSED ��: '�� -�I z-Stt. � 1-Stt I .��. " " / - SEWER CAVI 406
WISTE FAC��IIY ' : I WAS R LE�LONNECTIO 5�
�' � _�_�,t _... '�sa
_
.a . : .,,. —— : . � FOR N4 ii
'.... ' � �,. . : �� �,�/.-� E%I TIN ELE k '
_..
° �,�.y,r �_�
�':_� ' N :•, ' ..,.."" , ' ���• ��i �+F' [�"'$�s'E�- SERVICE TO BE DSCON ECTED AN6 �zb�o�
V
� :��' g'E.Z.3`^�- g�'
F I�,. ,n• ' g i �: ; � . �:'-•:'•�'-.'.. (:Y��� �._�\ ' '• BYUU71LIlYPPROVIDERCONSTR1/Cf10N ��o�3�A
� ... .,.. �.
!4 . '� .. ..g. : . ,' � � • : ,�;� � 1 �.,� �js�se�
: ..... .... . .. ,......
. ..h � ....._....... .._e::.'.\l'��'f�S.. �f.f ' �� : APPRO%11MTE LOGIPON Oi P(ISTINC
� I' �, W t�3����T���g�'K��e���y_�� ��•��� ' SWRARY SEWER AND WnTER SERVICES TO
�-
E%ISiING COBRA$ttlE UGM�'.;� �� p ; � � � � BE RENOVE�AND DISPOSE�OF AT A
FlI(iUNE TO BE RENOVE�AND ;.; '� „ N � �, ��:;� � ,� "" 4�' —1 ��'I tJCENSED WASfE FACIUN.SUFVEYED
DISPOSED Of AT A UCENSED >' � b % � • � LOGiION UNNNOWN AND ACNAL LOGTION
WASTE FALIl1IY ;<' i ' � � • _ SHALL BE VERIFIED BY THE CON7RACTOR
�.:,r � ; , .;.;,..s� : PRIOR i0�NSiR TCTIOE ANDOD�EMOLIiION.
. ...... .:.. _.
a:.
E%ISTING CIWN LJNK�ENCE AND , i ��:� ��� ���� " � ;� , � „ � � -���� DISPoSED OP AT A IJCENSED WASTEµ
CATE TO BE RENOVED AN� � ,. � ,': '., ,, ,•, ' , VE0.IFlCATON`�NG SEfNICE LOGTION
��'���
REIOCATED ALONG FASTERN EDGE :� � . .., '�. .'' '.:.'•`.'�: ._�
_.
;A'S5„��
OF PROPOSEA SIDEW�LI(.NEFER 'a� '� '� - '�, � �� �
,..: .�..' .:'., _
TO SHEE7 LMC-1 FOk�OCATION � .,��. ��' �
� ,
. ., ....:....
OF RELOCATED(ENCE �� �' ��' ' �'.'� ' ' IXISIiNG SHED TO 8E FEMWED
' 'i �'' '. '� - ANU�ISPOSED OF AT A LICENSE� U
v . 1 ���, � WASTE FACIUh'
IXISfING TREES TO BE REuOVED ' ' '
N!D DISPOSED OF AT A LICENSED I � �� ��N7 1 SW NOS '--""' � V
WASTE iACIIM FOR SIDEWAU( "-t, � . ��...���..:��.�'...._,...__ ,, ...�
INST�LIATON(ttP) 2 • . .. --�..._... : .:.. �...; ��J —
. r . . ' ��� Sl6 15 E 110.T/�AIEpS 119.9E OffO � � 5 0�� �
V
; E%ISTING CONLFEfE TO BE � I / �� ' �' � E'REMOJE�AND D6P0�ED OF O
NEUOVm RNO DISPOSED OP AT A � � . �I ).
.... �, : • ' �
� ,
� '., IJCENSEO WAS1E FACILRY �', `'� � � �"�� ` '-' SWRMY SEHVICE
�k AT A IJCENSED W�5'fE FACII.fiY
. ; ..-.• • �f ��.'.. FOP WATER h �
; ....,...':.. .. . ._.�:• �. CONNECTION
�, � /� _.,.....,. U
E%I5IING W000 FMME HOUSE, / _ �
, OECK AND STAIRS TO BE NEMOVED ' E%ISTING TREES TO BE' /���x Q
�. ��; PND DISPOSED OF AT A UCENSED ��---�'�'"'--�..�,. ��� CLEAREO AND GRUBBEO� �'�
� WASTE FACILitt � F •� LL
.� � ����' , ~
_
o � o �
. : �:�:�:: q W � �..
••,•..' I S . ,��', bfISTING GMVEI DRNEW�Y TO BE •� Z�
� RENOVED AND DISPOSEU OP AT A � �
���K"' LIGENSE�WASTE fACILrtY
. IXISIING TREELINE(IYPJ ,�Z � � � � �
�� � Q&
IXISTINC 7REE TO BE CIFARED& ��T � E%ISTING ASPHALT PAVEMEM TO ^
. GRUBBED(IYPJ X'� . y 1_"}� AT A�UCENSED WASTE�EIftY C�
'"' � .FJ FOR WATER k SUJRARY SERJICE C
, PRDPOSED TREELINE(IYPJ \ �;' � ��'" CONNECTION AND FEPtACEMEHtS. J
;, : ..._.._ �� �., ' .
�',fi:;�`. ,�
� . .'..."... "�',�'�L"L.�S .. D(ISTING SWRAR'(SEWER SFIMLE k �� W
' .____.... ,� : W� 0 a
_....__ � . . .
. '� �'�:: `.��
� ........_. ;.IS ; ����.•• �.::;. � AIANG E%ISTING PROPEPtt BOUNOARY
: ,,._.._ .. '
� 1 � �,� ` fOR CONSTRUCTION OF NEW n`
�� —� -----"— SINCLE-FAMI�Y kE51�ENCE.REFEH TO
. ' ' � 9� �E �pN/y7 DRNE SMEEf WG-1 i'OR PROPOSED
��,� ��-�—NB;p7'p0�'W INSUWTION LOCATIONS.
,, ;EX15fING WATER SEfMCE(5).CONiRACTOR TO�
' ' VERIFY DfISTNG LOC�71�N,SIZE,AND OUANfrtY '
OF IXISTING UNE$TO 6E RELOGTED PRIOR E%ISTING ASPHALT PAVEYEM TO BE
TO GONSTRUCTION.AS-BUILT�RAWINGS AND I ���. "� �
SUflVEYOR INJESi1WT10N INDIGTE(7j RENOVEO AND DISPoSEO OF AT A �
SERVICES WffH(J)CUFB STOPS NJD RECORU 110ENSEO WASTE FACILIIY FOR SANRARY
WT�INDIUlES POSSIBLE SF3MCE TO 3 � SEWEF SERVICE CONNECTION. , �Z m
HONES ALONG SEWMD STREEf.COMRACTOR
TO VQ21iY OUAN7Itt OF UNES TO BE
RElOG1TE0IND COORDItU7E WRH DESICN � z_�pm
ETIGWEER k Cltt OF SAIiATOGA SPRINGS DPW Q�N
PRIOR i0 ALL CONSTRUCTION �W m N n
�?m
W OZm
E%ISfINC SWRIIRY SEWER SERVICE. Z¢1d-m
COMPACTOR TO VERIFY E%STING LOUTION,
S�Z[�RELOCA D PRIORI ONCONSRiUCT10N. /�Q�n
� AS-BUI�T DRAWINGS AND SUPVEYOR
INJES71W710N INDIUTE(1)SERVIGE HOWEVER �z n
RECORD ORT�IN�IGTES POSSIBLE SERNCE TO I W N
S HOIAES ALONG SEWMD STREEf. V
� LOMMCTOR TO VERIFY OU�HfRY Of UNES TO
NO7FS: BE RE�OGTED ANO COORDINATE WfIH UESIGN
EHGWEER h CI7Y OF SMATOW SPRING4�PYI �
1.COMRACTOR SMALL LOORDINATE 1NM EACH RESPECfIVE Ulitltt CONPAHY PRIOR TO hLL CON5fRUCT10N
� AND THE Cltt OF SAR/�TOGA SGRWGS i'oR SLMEWIING Of 1HE
AHWDONNENT ANO REMd✓AL Of All UIILRIES TO ME Df571NG 57RUCNRE EXI STI N G C O N D ITI O N S�D E M O LITI O N P LAN
TO BE REMWE0.NL U(R1TIE5 SYWl 8E FIE�O LOCAhD ANU VERIFIED
PRIOR TO CONS7itUCT10N PNU DEMOLRION.
2.REFEN TO DEfAN.1 ON SHEEf DT-1 i0P PA4fMEM RESTORA710N INLLUDING
54W-CUTiINC,SUB-PASE,TALK COAT AND 7AVEYEM THICKNE55.
LOMRACTOR SIUIL BE RESPoN519LE TO REPNR ANY pWAGES TO LfIY
AVOD�DAUAGESMTO E%STING ASPH4LTESUR p�[SES AN�SiEEL SHEEfS TO PLANNING BOARD#20210588
o ra so 40 ao EXISIING
`A'��'70� Approved under authority of o reso�ution adopted CONDI110NS&
6y the Planning Board of the City of DEMO PLAN
(Dale)
Safa(ogo Splings. PRQI.N0:918A0 ED-1
Chairperson Dale Signed SCALE:AS SHOWN
OATE:11/9/2020 SHEET 4 OF9
LEGEND
DIISfING iFANR6 PPOPOSE➢FFANRES
� FlRE HYDRAM 'j'
--+' WATER LINE
CB
G GTC��IN 0
• 5fOP���OIE �MH
;'_�.': APPRO%Il1ATE IOCATIDN OF WATER k ST�RM WATER LINE
__'____'___
SWrtARY SEWER SEMICE fOR WOOD
�: FRAYE HOUSE AN�GMAGE TO REMAIN. � S,�NITAftY GMVRY LJNE---
,_-;:?�� ?:�...... '.'� COMRICTOR TO VERIFY IXISIING UillT�f
�,e.•,. �: �...� IACATION PRIOR TO CONSIRUC710N ...-...-....•............-......S4NRARY FORLEAWN---
. �i .. S4NRARY SIRUCTUftE •
-.._e.,........ EXISfWG MOUSE�ND GAMGE TO GRINDER PUNP �
.1`. REAIAM ON LOT i �CO
:':I SiV1RARY CLFANbUf
———— PROPENTY LINE �������
I / .
�' � .
,._ VPxoSID u�ury vsoio+r /��o �::..
PROPOSED DECORATNE STREEf .... . ...,.... .r .,. ��+rw��um s ,�: .
:�..:,- . :�:; . ......., r... ' o�mTNC Nq s�c�cq�G[m
...
L1GHf(7YP).COMRACTOR SHALL � .,,x,... .,:..
..
COORDIN�TE WRH NATIONLL GRID .. ' ���' _ -�� ^ $� RFJ�tt SUBDMSION L0T� .
PRIOR TO 11CM POIE INSTPLUTION '�� �. �� � ��
.. ..._... I2).JI' 1�°�°: � )
�� ' ', . _.; � \���. � "._• _ •�� - .. _,i ._ ....__.° �PRO SE�DAPPRO%AUTE WRnGE FINISH
^?
�, �
l09 T� 5
�.� N . �� ...,.. .���� ..WOOD fRA�M0U5E—� � 2 57Y � — � —_— FLOOR ELEVATIO(lYP
�y 1
�
�L}:. ' '.i:�' :�:��'.' :: � � .
5�
.�� .. I) 2-$tt. � 1-Stt. I � � .
PROPOSED RELOfATED CiWN UNK �;, �'� �� � � � '""' . ' , '
� �
N
fENCE(ttP.) ;�..': �.. I��O _ ... � � L��'BJ632 . :
I,'
��. ��., :,:��`� �
� :` '. :.:..;3 '.; :\0.182 AC ,�I� • �",
r
_ �
,. � .....� :� :
� �cea i
��
; ., �
1 • .n� Paav�Sm -'' (5� .sa\O :CS .... _.... a�
'k .., .+�p .I onnew�r ;�.�:x..�u ..'' , GFF 368 64') �a�
LII'. . ' .• ' : ............_._ . ..I • I IXB�MGSMELTRIC�POLE WITH -
( �
;., , ,". .�:� . . . �� co u i " �
..- � % N,.,�,�x �°'i
.. ; ,:..,: : I. � G %R1RE
...:3. :. . ... .__, � _
...
s� � : .. ; .I : �or� -� � _, _—— . �Rr�os�
� � ,Z.SOOt 5F L... � -�ve�, .� g �
i ( ,^ , 0.29t AC , I , \� i3." �� �.�� IXfSTING FlAE HYDRAM(7YP.) $�S�is�`�
r�'i y I �•.�.., � '� b� � —— ';� PFOPOSED POROUS ISPM/�LT } ��
11689' DRNEWAY(IYP.)REfER TO
:.# ��I,� � I , f —— %� ..�,,�4 ocra��oN sHecr oT-a
i �t� .�—. —_—___.� , o _ _ w�
. � I ' �^� PROPOSED 3/�'COPPER WATER
, �� ' � 6163}5 � �J, ERIN iRLLED A PRO%µ0�55(RON
. . �.� gg- 7 F lN7ELY
�.. � . � , .. .�. ^`s ,; fAONf PROPERfY LME
.,X ..�.. .y� ..,._... ..__'_, "-'.-..` _w` .• +� �ipol �.O:iBt AC . . �I��� �1 COMRACT00.TO VERIFY I�DCA�710N.SIZE O
� '�
�' �Z�.ZB * FFE 369,95� C �1D ANTViUL Oi IXISTING WATERAWN
�' � � - I I �.�,�, � o!� PRIOR 10 CONSTRUGTON TO VERIK TME
" ' S�.gD � GFF-367.45� GORRECT IM7ERW5 ANE UIIU2ED FOR F
... , . I! '� I . �S 3O � �' _ ^H WATER SERVIGE INST�LUTON. V
��� .r.,�%� �' ��> >
� lo�%� ���? PROPDSED 6'SDRJS W:ITAPY SEWEfl �
� � � - '-. UTERAL AT 2.Ox MINIMU4 SLOPE(IYPJ �
�.,�-.,-,.... �^'��' xN:�a� Z
� ��:�-� �� �,� PROPOSED SANRARY CIFAN-OUt(7YPJ � U.
�'` x'124J6';� 7•
� � ...., � � �:'. #x�
----� �
, �� �. u� �„��; �i �� � gg3� �
• '^�+ % ��� 76J6t45F� � `^ ` � PROPOSED FlRE APPAAATU$ � � 2
, ' ! I'^ �* 0.184 nC � ? '. ACCE55 TUHN-APOUND(lYP) O s
; ' PROPOSED PROPERtt LINE(TYPJ "� �O ""�a.' .�'�*" �y�.
�: : -. ' J.,�;�.. I° � 's n�ieEiiivttov�roci sP�mNcs� s Z
� a �
�_ € . F�=3ss 95�. _�_ - � nae oev�nTurr'T �
! ' '., �:\ .`.""" GFF-367 45` /
�
, \ � �... r:. �':
_
_ � �
: . ........_ - ..� _ .,.. � '
' _
�, , �� __� - �m Q r
.
� ��°
�„ .�.
�,
,� -
___ . �=-- ,
,
__.. r -- --- �,., .--.-- , , � �.:: Z ,.
_ ,
_.
� .- - , : _�
„ �. „ -
; � - __�-----
. �—� �� H11T Dk �
� ' _.... p� �� �r_ �� � ,
� PROPOSED W�TEF SERVICE(5).LOMPACTOfl��TO VERIFY -� „� a �
D(ISTING lM'ATION,S2E AND OWHiitt Oi Df15TINC q"'�� .�� �,�pE,M��M � a
t1NE5 TO BE FELOGTED PRIOR TO CON5fRUCT10N. ���� ��"�'
/S-BUILT DMWINCS M7D SUNVEYOP INVESTICATION
INDIGTE(3)SERVILES WRH(3)CURB STOPS AND � '
RECOR�MU INDIGTES POSSIBLE SERVICE TO 3 HOMES
ALONG SEWMD STREEf.CON(RACTOR TO VERIFY OUANf17Y "' E%ISIINC SWRARY SEPVICE h WAIER SERVICE RELOGITION
OF LINES TD BE NELOG�TED M'0 COORDINATE WRH LOCAiH1N.CLEAN-OU�TO GRADE TO 8E INSTALLED AT
DESIGN ENGINEEfl 8 Cltt Of SARATOGA SPRINCS OPM' pIGHf-OF-WAY L1NE PE0.GI7Y DPW,IXKTINC CLFANOUT
PRIOR i0�LLL CONSTRUCTIDN AND UTERAL TO WVN SHALL 9E�BANDONEO M1D NEW
SWRARY IATEFAI 514LL1 BE E%iENDED IN A STRNGHT UNE �
i0 THE IXISTING SANRAF'/MUN.E%LKlINC WATERWdN TO .-
9E REPlALEO 84CK TO CORP�fUTIDN STOP �
PROPoSED PRESSURE RATED SDR21 SINRAR!UTEML Z�
CONIRAGTOP TO VERIfY IXIS7ING IOCATION,SRE,N1U �
OVNRRY Of IXISfING LJNR i0 BE HELOCA7E0 PFIOR TO ]
� CON5THUC7ION.AS-BUILT DFAWINGS AND SUFNE'IOR � CL iNQ
� INJESTIGTION INDIGTE(1)SERVICE HOWEVER RECORD DATA �W ui N n
INDIGTES P055191E SEPVICE TO}HONES AlAN4 SEWARD
STREEf.COMRACTON TO VERIfY OUAN7ITY OF UNFS TO BE �>�
RELOGTED ANU COOPDINATE WRX DESICN ENCINEER h[Itt �W DZm
OG SIRATOGA SPPINCS DPW PAIOk TO AlL CONSTRUCTION Z aQ^
Z�a�n
LAYOUT, MATERIALS 6.GRADING PLAN = �Z N
W
0 70 10 4D 80
�
PLANTiNG UST: N�•��nuwcu ur+asewc wTo+vu uro/at srsEs ue�ypI oerN�azC weurt eHovosu.
or atcar�nnve wirn�s 10 avrtim/uwouue u�cHrt�cr rort�rrnovnts,wo suasrmrraNs
ABRV BOTANICAL NAME COMMON NAME ON SIZE COND SPAC/NG REMARKS PLANNING BOARD//20210568 LAYOUT.
BN BETUTA NICRA RIVER BIRCH J J'CAIIPER BkB A+SHOWN MA7ERIALS&
CO GELTIS OCCIOEIfrAL15 HACKBERRY J 3'CAL/PER Bh9 AS SHOWN Approved under OUfhOfitY Of o resoluiion adopted GRADING PLAN
PS PINUS SiRO6U5 WHI7E PME 5 8'HaGHi BhB AS SHOWN DENSE by the Pla�ning Board Of(h8 Ci�y O�
(Dote)
Saratoga$pfings. PROJ.N0:978.00 LM G-1
Chairperson Dote Signed SCALE:AS SHOWN
�ATE:11/9/2D20 SHEEf 5 OF9
� TABLE 5.3 SOIL RESTORAl10N REQUIREMENTS*
me or so�asivaeiwce sa�rtesia+�non r�eur�uort mwuo�is/c�uuxts
NO Shc DISNP6RNCE RESTORAPON N0T PERMITfED PRESEHVA770N Of NANRAI FEANRES
MINIAIAL SdL DISNR9ANLE RESTORRTION N0T PERYITTED CLEI3tING ANU GRUBBING
_ NOTES:
AREAS wHERE TOPSOIL IS HSG AkB PROTELT AREA FitOM ANY ONCOING "' 1)COMRAC70R SMrLLL BE RESPONSIBIE FOR SiPEEf SWEFPING ANU CLEANING AS
STRIPPED OHLY-NO CHANGE CONSTRUCTION AC7IYITIES NECESSARY TO RENOVE SEDINEM iRACKE�IMO EKISTWG PAVEMEM MFAS.
IN GRADE �'P�Y 6 INCNES .. �
a torsa� �-�
�.=
�REAS Of WT OR i1LL HSG AhB
AERATE AND
O�PT�SOII.CHES ''J :�..'
`� .�`.::..-
NEAW TNAFFIC AREAS ON '�P��NLL SdL RESTORAIIpJ 1
SITE(ESPELIALLY IN A ZONE (DE-COMPAClION AND fANP05T +
5-25 fEET�RWND BUIIDINGS �HANLEMENT)
BUT NOT N17MIN A 5 F00T t
PERIMEIER AqOUND FWNOATION �'���.
' :^ ...,..�
� W�LLS) I f�•..,�
AREAS WNEFE RUNO�f REOUCliON ftESTOR�TION NOT REQUIRED.BUT KEEP CONSTRUCTION EQUIPMENT fR0A1 �� � "- �' ��
AND/OR INFlIiRAPON PRAC710E5 N�Y BE APPLIE�TO ENNANCE TME CROSSING MESC AFEAS.70 PRO7ECT ;- j f ��� �� :
APE APPIIED RmUCTION$PEdFlEU i0R NEWLY INSTALtEO PRAC7ICE FliON ANY �� � '.
� MPROPRIATE PR�CTILES ONGOING CONSTRtICTON AC77NTIE5, . �' ������ ��.
CONSTRUCT A SINGIE PHASE ' I: �' ' `-�
OPEPATON fENGE AREA � (; ��j/�-� �'��." '
REDEVELOPYENT PROJECTS SOII RESTIXtATIDN IS REOUIRED ON I� �!' � ~� '�`; ��
. RmEVELOPNENT PROJCC75 IN ARES , � . ) WOpp� � ♦�
WHFFE E%ISPNG IMPQiVIWS AREA - � '\ I� 2-g�,`R^MFIHOUSE L '"✓ �" /
��E CONYERIED TO PERV1d15 t �'k �..� C� \I ` �`,� �yu�
i..
.. _ �, ," ' �+1�'. � i'srr. II\ ., ��. �w�wme�wr
•7AKFN FROY PAGE S-/Y OF NEW VORf(STA7E SfORMNA7fR D651CN MVWK(�WlUMY�2015) ,:= : �1' -:', : � ,;�`�---'�4�..�.. `�"""�<�ro
j . � z yyr
^AERATION INCLIA6 iHE lRf OF WICINN6 SUCN AS TWCfOR-D0.AWN IMPIFlAEM3 WRH WIIL7ER5 AWfING A : - �
IWt1i0W 517t N TE Shc.A ROLLER WRH WW/SPIK6 WUpN6 NDENWqNS W Tf SOIL OR PRONGS WHlpl ��`l 1-Y' ..� � �` �.,_......_.. -��f^`•. �"S� � 'a+'/ •..
NNf.TqN lll(E A YIM-SUBSORFA. i �'':.:' . , j :• .'',,' ._I �p° -
� ' /
/,
,;
«�rm n�wrma�rro oe-wwee'now,oce zooa.�cow�s i�n wmnry tx[�rraovm swrer w, ' f- .: i ,, i�, � / ,j: � � ���.. �
m rro �.'
, . .. ,� .. ._.
� .� t .� ,� / 1 � r.
.
�� � .: �` Ts,.
� �J.` - .� ' / ! '`.
RECOMMENDED SOIL EROSION AND � j �S !� � �"'���/ ) �"" � ,�` �:���. .
;. � ' � r ,:
� SE�IMENT CONTROL MEASURES r : � S�s/��� ����F= �y t �
MFASURES SHOWN ME TO OEfINE IMEM.�CTUA�NFJSURES WILL BE IAIPLEMEMEO AS 5RE CONDRIONS C i� .-' ��;% � � �
/ ..
WARRANi BY THE CONfRACTOR.LOMRACTOH SIUl1 PROYIOE All NEEDED COMROL MFASUFES TO PREVEM �. '� ^ t .- I
soa ersosioN. ' ='e J .:. :� i ! . i. ..�� 1 `� ��N ��
���� . � � �! .
� � �
r ,: .��: r ...
.
GENERAL MEASURES� � ,: ��II % I , � � "�� ��e - ' RIP-kW CHEGK OnM(T'P.) �e"og�
1.DAWCE TO SIIRFACE WATERS RESUL7ING FROM EROSION AN�SEDIMEM�liON SHN.L BE NININ2EU BY :� !� � ." `! f ' -
S7ABItRING DISNR9ED MCAS AND Bf REAIOVING SE�IMEM FPOM CONSTRUCTION SRE �:;;�� % ' y �ir�" r '�` ' l�Y� ��' � �FE�SoW
�` � ,..L��� _ � �a�A
. 2.INSOFAR AS PRACTIGBLE[%ISi1NG VEGEfATION SIULL BE PRESEHVED.FOLLOWING THE COMPtEfION Of '� -��. � . . ` /% . --- r j�o58�
CONSiRUCTON ACTMf1E5 IN ANY PORTION OF 7HE SRE,PERAtWEM VEGEUTION SHAIL BE i' � : ;''. ' � -� .
ESUBUSHED ON ALL IXPOSED SOILS. ;�>;, 4 ' : �, � �J .. ,� �� ,b� !
� I
3.SRE PREPMATION ALTNff1E5 S/UlL BE PLANNED TO MINIMIZE THE MFA AND DUMTI(N!0�SOII � � �' ` � �-- � ' N �
',
DISRUP710N. � ``��'`� � ���
��.PERMRNEHf 7RAFFIC CORRIDORS 51LLL1 BE ESTABLISHED AND'ROt1TE5 OF CONYFNIENCE"5lNLL 6E ��"' { -I�_ � � �
AWIDED. ��` 1 3q' ��
PARTICULAR MEASURES: (T+'�) �� ! i
SNPPP GRADING 11NE
0.613 AC
� t.IMNEDIATELY FOLlON1NC CONPtETp1 OF ANY AN�ALL OF 7HE P0.0POSED STORIA DRAIN INLETS, � �'e} t � � ��y�..�� Z
STIXiM DRAIN WLET PR07ECTION SHAIL BE GON57RUC7L0. �`�I I �
, '
,"j --' . � ` �y�t-r $TABIU2ED CONSTRUCTbN EMRANCE(IYP.) O
2.DRVNAGE DRLX 5EDIYENT FlLTERS:UNill SUCN TINE AS FWAL SRE STABIUUTON I$ �..:t / �+' �,.,�y+
.
COMPIE7FD,DRCHES SIi1Ll REGENE TRFATNEM WRH 5fONE CHECK DAMS SO AS TO I � ' ...� � { D�,yy.:� � �...
Y �
, + � ' v*-..,.�..,.� J'�F '
. EffELTNELY TRAP SEDIAIEM AND 111NIIARE RS RELFASE OiF-SRE SiONE CNELK MNS SHALL BE ; '� !
CONSrtiUCTED WRHIN FACH DRCH BEGINNING AT I7S DO%NSTREW TERYINUS AND SHOUlO N0T i � � ! .{�� / �'
BE PUGED AT INTEMALS IXLEEDING]0 FEEf. ' 3 : , ����' �w��r/ �
3.TOPSOIL AND FlLL 7HAT IS TO RENAIN STOCKPILED ON-SI7E FOR PEAIODS GREATER THAN :� � i� ��,s;' '�'r i �, \ �. p�
14-DAYS SH�LL B E ST A BI U Z E D B Y$E E D I N G A N O N UL C H I NG.P F ON D E Sil i i E N C E EROSION : '� .•,•::. •- I.....-.. •� """"` �"d'�,.�.-...-..�_ ��! �
. CONTROL DONNGRhDIENT OF SOIL STOLKPILE�REA. � ' ' �- ' I ��-"'� r � .__�-
.<....
��
_ G :- r' tA
4.IN NO CASE SIULL ERODIBLE MATEflIr115 6E STOCNPILED WIiHIN 25 iEET OF PNY DRCH,STREAM, ' / ", O
� OR OTMER SURFACE WATER BODY. � / _ - U
; : � ; ���; ...
5.PEHA4WEN7 VEGEfATNE GOVER:INMEDIA1ElY fOLLOWINC THE COMPlET10N OP CONSiFUGTON ' ' ' `� �� .,_.,, .��. .,��
ACTNffIES IN ANY PoHf10N OP THE SffE,PERNANEIR VEGEl�TION S/ULL BE EStABUSHED ON ALL J� ` � '��� �
IXGOSFA SOILS. � ;� ! s ' . ..�� _�"I�--- �
6.ALL HULTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED fROY PVMCE ALL ' :.. �� , tl� ' � ' .+-� -'�
n
_.. �
UNNEC65�M REMOVAI OF NFJLLTHY TREES SHALL 6E AWIOED. ' ��-�""'-��. �'� �..,,,,, � ' �
_.
7.THE CONTRACTOR IS TO ADMERE TO ALL REOUtAEMENiS SEf FORTH IN iNE SWPPP. %� ���� ����-�.....,,, '� I �
�\ J, �,�, ��8 ��i 0
, __ # _ . %
^�,
8.WERIND PROTECTION(ENtE SHAIl BE INSTALLED A40NG TNE PERIAIETER OF WERANDS P0.10R ' ' "�" ' I ' "' ' � ( '
: ........ �' .� , �. .
� TO 7HE STMT OF CONSTRULTION. � ' �;;�\� ] . �. � I w� � � Z�
:,r �\ R.�. � ,��e ' _ � }
uaMEu4ut'OF ROSION.ONR20L A1 ac�R c I � gy �
THE DEI�ELOPER/CONTRACTOR 012 7HEIR BU0.UER SHALL INSPECT AND 4AMT�IN ' ��� 4 L� �'�� .;I ��„'�''..t 1� t �
.(' „
� r.
T1E INTEGRITY AND iUNLTON 0�AlL IEMPORAqY EROSIDN CONiROL MEASURES � � � '^'a � r
:a`�v.�n.,�yx°� �.`
7HRDUGHWT ME OURA710N OF THE DEVELOPNENT PROCE55.TU ASSURE -. �'� "-' : I n
PROPER NNCTION,SILTAIIdi BARRIERS SNALL BE iAAINTAINED IN G000 � _.. '-'' --�'. �-� �� � Z
�
LONDITON AND REINFORCED,E%IENDED,REPAIRED OR REPLACED AS NECESSARY. � � ,°a.,,. _ Y, ; �.,_.I C ''�'
,;.. .,.t'.. ,,r .. �.�� .-�
W�SHWTS SHALL BE IMNEDIAIELY REPNREO.RE-SEEOED AND PNOTECTED iRON ... .; ,,;,j ' � G
NR7HER EROSION.ALL ACCUNU�AlED SEDIMENT SHALL BE NENOYFD AND '� :�,- �""'-"�- „��� � �' ` ��-
�.
[ONT�INED IN APPROPRI�IE SPdL MEAS.WAIER SHAIL BE APPUED TO NEKLY R.� `'''�� �-'--�._ . � SEDIAIENT LOMROL FENCE(TYPJ W
SEEDED AREAS AS NEEDED UNlll CNA55 COY£R IS MELL ESTABUSHm.TO ' �f FENCE SHALL BE IXfEN�ED ACRO55 .
� EFFEC➢VELY CONTRC�NiND EROSION.WAIEH SH�LL BE APPIIED TO ALL E%POSED � �-.. ;, �'�. ��! EMIRE LOT fRONUGE UNIIL SUBIU2ED ��
SdLS AS NECESWiY UNTL GHIXIND COVFA I$PERNANEHTLY ESTA6USHE4 ���'7y�„ '�5„t� � CONSTRIICTION EMRANCE/DRNEWAY IS � a �
�- Y� r�... INSTALLED ON EACH PMLEL a
... :.r� ASPN4Lt pgy( �
... �Ufiy/ly _•
i �Z��y
• �Q jNl�l
P
W mNn
NW�Zm
Z atm
. ��e�n
EI�OSION�SEDIM�NT CONTROL PLAN � �W�
0 !0 20 40 d0 �
. SCALE:1'=20`
LEGEND
' PLANNING BOARD//20210588 EROSION&
� �T 9LT iEN[E Approved under authority of a reso�ulion adopted CONTROL PLAN
� IMET PROTEGTION by lhe Planning Boord of the City of
����� CHELK DAM
Date
Sofalogo Spfings. PRQi.N0:978.00 ESC-1
Chairperson Dale Signed SCALE:nS SHowN
DATE:11/9/2D20 SHEET 6 OF9
50'MIN.�
^6' �f2&g3 STONE I
+MIN. /+ �
i!t.n
..^�K\;^�` i .,,....\i
� `-FlITEft FABRIC MAFWI 100%�� \\�
� OR APPROVED EQUnL
MOUMPBLE BERM��-IXISiING
� P� (OPIIONAL)j PAVEMENT J6'MIN.FENCE POST,DRfVEN
IXISTNC � � MINIMUTA i6'IMO GR�UN�
. GROUNO� � :
'` % -SILT FENCE FABRIC(MIRAFl 100%) �0'-0'�.C.MAN. _,..�yOVEN WIRE FENCE(MIN.
'� T-�/W/WOVEN WIRE FENCE(MIN.14Y "i 1N$W W/MPX 6'MESH
` �50'MIN. ��� � �K'/�%6'MESH SPACWG). � SPACMG)
:-
f ��
. --� i EAIBEO FABRIL IN GROUND 6'MIN. �.'
` i � 36'FENCE POST,ORNEN
� �, � �COMPACTED _ MINIMUM i6'INTO GROUNO
y 1 C _,,�x;i* <.4--"f, I�I S�. � 'BACKFlLL 1 +"` Z C�NSR3UC710N MATERl4L5
���1��F�#r i� I I�p�; UNOISRIRBED CROUND OR FUEL STORAGE
/� .-,iSIOPE OR LE55
���y�(5'r� � AIIN. ��MIN. • �� �% /�'. -SiIT iENCE
,s�����.;�L:, ., �.:,.�,,; � 'sn�,o� ,. i , •� ���
�, �1 /
PRO'v10E WLVER7 PIPE UNOER--' j ��i � 7 , �� ' .�.:� ��"FlLTER FpBRIC, ' ., � / / ri
ENiFNNCE TO CONVEI'UPIAND ���R�-' � ' "'�� •� 6• EMBED M GROUND �g � � � \
� `SLtlPE
�RAIN4CE AOBE ,� � SOIL BACNFlLL'�� MIN. 6'MINIMUM � � -1 � � � �
PLAN VIEW ��� 4':' �LOPE : SIOPE 6'OF�-INCH:� .�.:�•`t���I�$IDOX
COMRACTOR SHALL RENOVE MATE0.WLS ANO RESTORE SEC710N PERSP�TN VIEW ``^�"'-SILT FENCE����%�
SfONE BEDOING FABRIC BED�INC
EMRANCE AREA,ESTABLISMING VEGEfA7NE COVER. SLOPE LENCTH/FENCE LENGTH(F�
GON�TRUGTION SPEGIFICATION�: SLOPE SIEEPNE55 STPNDARD REMfORCEO SUPER 1.AREA CHOSEN FOR SrOCNPWNG OPEFt4110N5 SHALL BE ORY t.AREA LHOSEN FOR STORAGE OPERATONS S/i4LL BE�ftY AND SrABLE.
1.WOVEN WIRE fENCE TO BE%STENED SECIIRELY TO FENCE POSTS WRH WIRE <2x <50:1 300/1500 N/A N/A µ����'
.ON�TR�.TION�P IFI.ATIONC� TIES OR 5TAPLES.P0515 SHAl1 BE SiEEL ERHER'T'OR'U'TPE OR 2.MINIMUM�ISlPNCE TO A NANFAL WATER COURSE SFiALL BE 50',
1.STONE SIZE-USE j2 S�ONE,OR RECWMED OR RECYCLED CONCRE�E EOUIVAIENT, HAFiDW000. 2-7Ux 50:1 TO 10:1 125/1000 250/2000 300/2540 1•A41%IAIVAI S�OPE OF STOCKPIIE SH4t1 BE 1:2.
2.LENCTH-NOT LESS TFWJ 50 FEEf(E%CEPf ON A SINGLE RESIDENCE LOT WHEAE A 10 FOOT MINIMUM 3.THE TOP 51X MLHES OF N477vE MATERW.SHALL BE REMOVEO FROM
tENGTH WOUL�MPl'n. 2.FlLTER CLOTH TO BE FASiENE�SECURELY TO WOVEN WIRE FENCE WITFI TIES �0-20R 10:1 TO 5:1 100/750 150/1000 20a/1000 3.SILT FENCING SHALL BE PUCE�5'OOWNSLOPE OF EACH MATEqIpL/NEL SfORAGE AREA PNU FEPIACED WfRI MAAAFl 100%
3.THICKNE55-NOT 1E55 TIIAN SIX(6)MCHES. SPACE�EVERY 24'AT TOP AND MID SECTION.FENCE SNPLL BE WOYEN WIRE,12 20-J3S 5:1 TO 3:1 60/500 BO/750 f00/1000 PILE.UPON COMPLEfION OF SDIL STOCKPIIJNG,TOPSOIL GEOTE%17LE FABRIL AND 6'INCHES OF CRUSHED STONE 6E�OING.
4.WI�TH-TWELVE(12)F00T MMIAIUM,BUT NOT LE55 THAN THE NLL WIOTH AT POIIRS WHERE 1/Z G4UGE.6'MAXIMUM MESH OPENMC. SHALL 6E STABNZED WIiM SEEO AN�AIULCH IF NOT TO BE �RUSHEU SfONE StWl MEEf NYSUOT I7EM N0.6Y7.11 SPECIFlCA710N5.
INGRE55 OR EGRESS OCCURS.TWENtt FOUR(24)F00�IF SINCLE F.MFpNGE TO SttE 73-SOx J:1 TO 2:1 40/250 70/350 100/500 DIS7URBED/UfIIJZEO WfRiIN 14 DAYS.
5.FlLTER FPBRIC-WILL BE PUCED OVER TME ENi1RE AftEA PRIOR TO PLAdNG OF STONE 3.WHEN TWO SECTIONS OP i1LTER LLOTi ADJOIN EACH OTHER THEY SHALL BE >SOx >2:1 20/125 30/1]5 50/250 4.SEE ADDf(IONAL�EfNLS FOR INSfALLAT10N OF SILT FFNGE 4.SILT fENCING SHALL BE PlAtm 5'�OWNSLOPE OF STOFACE ARE0. �u
6.SURFACE WATEft-A1L SURFACE WATER FiOWING OR DNERTEO TOWARO CONSRtUCTON EMRWCES OVERIAPPE�BY SIX INLHES PNO FOIDE�.FlLTER LLOTH SHAII.BE EfR1ER
SHALL BE PIPE�ALRO55 iHE ENIRANCE.IF PIPING IS IMPMCTICAL,A MOUMPBLE BEAM WIiH 5:1 Fl�TER%,MIftPFI 100%,STABNNNA 7/40N,OR PPPROVEO EOUNALENi. SfANMRU SLT iF1lLE IS FABRIC FOLLS S�MLED TO 5.TEMPOFARY PFRIMEfER UIKES AIFY 0E REqUIRED TO DIRECT CLFJ•N
WOODEN STAKES ORNEN 16'IN THE GROUN�. 5.TEMPORARY PERIMEfFR DIKES IMY BE REOUIRFA TO OIRECT �"��
SLOPES WILL BE PERMRIE�. � CLEAN RIINOFF FAOM SfOCKPILE AREAS.REFER TO EROSION RUNOFF FROM S10MGE ARElS.REFER TQ EROSION ANO SE�IMEM
7.IMIMEWWCE-THE EMRPNCE SHALL BE AWNTNNEO IN A CONDI710N WHICH WILL PREVENf TRACNINC 4.PFEFABRICATED UNffS 5lIN1 BE CEOFAB,E1MROfENCE,OR APPROVED REkiFppCm 51U FFNCE(RSF)IS FPBRIC PUCEO AG.NNST AND SEDIMEM CONRiOL PIAN. CONR30L PUN.
OR iLOWING OF SEOIMEM OMO PUBUC RIGHTS-0E-WAY MUST 6E REMOVED IMMEOIRTEIY. EOUNALENT. WE1DE�WIRE fABRIC W17H ANCHORFD SiEEL POSlS�RNEN �•
B.WHEN W/SHING IS REQUIRED,R SlIALL BE�ONE ON A MEA STABIl12E0 WRH SrONE AN�XMIGH 16'IN THE CROVND. o€'-^�g�
OPP1N5 INTO AN APPROVEU SEOIMENT TFV•PPING�EVILL 5.AWMENANCE SHAI.I 8E PERFORAIEO fS NEE�E�ANO lMTEftW.REMOVED WHEN 5�)p(p a�T FFNCE(�IS FABRIC PlACEO ACA1NSr ChVJN SOIL STOCKPILE FU OR MAT RIA MORA AR A ."i�
9.PERIODIC INSPECTION AN�NEEDED MNNiENPNLE SFW.I.BE PROVIDED NTER EACH RAIN. 'BULG6'�EVELOP IN THE SILT FENCE. tINN FENCE AS SUPPORT BRCKING WRH POSiS DRIVEN 3'IN oFo�o�'�
TME°"°°"o. MATERIAL STORAGE�SOIL �`E�o��
STABILIZED �3g�s8�
CONSTRUCTION�NTRANCE SEDIMENT CONTROL FENCE 3 STOCKPILE STABILIZATION DETAIL
� CITY OF SARATOGA SPRINGS STANDARD DEfPJL SCALE:NTS 2 CffY OF SARATOGA SPRINGS STANDARD DEfAiL SCALE:NTS S�'�
Z
X X X O
�-� � �L THAT WILL RENRN S70CKP�lED OR IXPOSEP FOR �� U
� I GREATER TNAT 1F OAYS MUST BE SfA8N2ED BY SEEO AN�
MFASURESROSION CONiROL BUNKEf OR OTHFR GEOTEXIILE _
A �CONCRE�E WASHOUi AREA (n
� 10'X10'%3'f DEEP I SPAGING VARI6 =H��)(� �
/ SILT iENCE :-CHA NELNSLO E� �) O
l FOUNORTION IXLAVA710N .
/ STOLKPILE MEA �
�Q.* ��SILi FENCE /�-LONLkEfE WlSHOUT Pf2E4 x � X CRESf • U
�' / j li 10'%10'%J'3 OEEP(IAINJ �":'i S4NE ELEVATION A 24CEN7ER
� LL
* / ,�SIGN IDEMIF'1'ING SfIE '"
r� O
� AS A CONCftEfE f CUTOFF TRENCM-�' ���..S�OP� Hi � �
WASHOUt AftEA PAVED ROADWAY� 18�WIDE%6'OEEP
� I '`� � A • F.. �
0
.. ,
_� . .... «a`�.'^A`�.....�"x'k�'l,.�' TOE ....�.
`TEMPORARY SEEDING AS PER BLUE BOOK -'� �BQEILE O
�10'WIDE GFAVEL j - S�ANOMOS ON PAGES 5.J ANO S.i9. � I NOT TO SCALE �
i
i
'�EMRANCE FROM PAVEO �'" -"" � Z
' .' ROAD TO WASHOI/T MEA �-FlL7ER i'RBRIC.NNWI
9'MIN _J 1.5" �
� 100%OR EOUPL I GROUND LINE\ r B I�MIN '. _
.. 70 Mll MIN.�' t
��° �PAVEP ftOADWAY POLYIPL15fIR ��12'OF Nf OR//2 CRVSHm 21'MA% .
SrONE fA01A PAVEO ROAD -� � �
n;-� TO WASH011(ARFA . O CENIER �
p' SECTION A'-A' . •�'�� ��'-s• Z "'
PLAN �, I ����, .--ORLX BOTfOM i�- Z 1 C
---CUTOFF TRENCH �B' G '
B DESICN BOTTOM �
SECTION A-A /�������������� k' W
.ONSTR 1 TION�P dFl ATIONS MAINTENANCE AND GIEANING / -I�e I-- . S
, NOT TO SCALE FlLTER fABRIC- �
� IAIRpF7 1BON FPBR�C $EC770N B-B a
I.CONCRETE WASHOU�l0UTI0N SHALL BE A MINIIIUM OF 50' 1.DO NOT UISLHAqGE LIOUID OR SLURRY TO WATERWAYS, I TPIGL � NOT TO SCALE
FROM SENSI7NE AREAS. SfOFN OFNNS OR OIRECT�Y ONTO Cft0UN0. SINCIE FPAIILY
2.7HE fl451N OIMENSIONS DEPICTED A90VE PRE REOUIRm 2.DO NOT USE WlRPRI'SEWER WfiN01/i IOCAL APPROVPL S1RlICTURE
MINIMUMS.CONCREiE WASHOUT FACIUIY SHALL BE 3.PtACE A SECURE NON-COLIAi'SING,NON-WATER [ONSTRUCTION SPECIFICATIONS'
CONSiRUCTED AND l.WMP1NE0 IN SUFFICIEM OUPN711Y PND COLLECTING COVER OVER TNE FACILRY PRIOR TO PNEDICTED �
SRE TO COMNN A�L 110UID AND CONCREfE WISfE GENERATEO WEf WEATHFA TO PREVENT ACCUMUU710N ANO OVERROW. . 1.STONE NiLL BE PLACED ON A FlL7ER FABRIL FOUN�A710N TO THE 11NE5,CRAUES,ANO LOCAiI0N5
BY WASNOIf�OPEMTONS.(APPRO%.60 GN..Of WA7ER/WASTE 4.REMOVE AND DISAOSE OF HAR�ENED CONGREIE ANO � SHOWN ON 1HE PLANS.
PER TRUCK) RERIRN THE SRiUCNRE TO A NNCTIONPL S�A7E ' 2.SET SPALING OF CHECK DAMS TO RSSURE iHAT THE ELEVA710NS OF THE CREST OF THE OONNSTREAM
3.PIASiIC IJNINC M4TERN1 SHAl1 8E 10 MIL(MININUM)POLY S.INSPE4T THE WASHOU(FACILIIY FOR SIGNS OF WEANENING � DAM IS AT iHE SAME ELEVAlION OF TiE 70E OF 7HE UPSiREAM DN1.
SHEETNG ANO 6E FREE OP HOLES,TEARS,OR O7HER OEFECTS �R DAkACE AND ftEPAIR AS NELESS<Af(RE-tJNE TNE WpTER AN�SEWER ' , J.E%1END THE STONE A MINIMUM OF I.5 FEET BEYOND 7HE DITCH BANKS TO PRE�ENT CUT7ING MOUN� fn L�
TFiAT CONPROMISE THE IMPERMEABILItt OF TNE MATERI<L SiFtVCNftE WRH NEW POLY SHEETING Af7ER E1CM SERVICES(7YP.) �. , 1HE DAM. • �
f.WASHOU(fACIL17Y MUST BE CL.EANEO OR NEW FACILITIES MUST CLEANMG). ��. ' I 4.PftOIECT THE CHANNEL�OWNS7REAA1 OF 7HE LOKEST CHECN�AM FROM SCOUR AND ER�SIINJ N1T1 � u Z m
BE CONSRiUClEO PND RFMY FOR USE ONCE THE WASNOUf IS ,�� ' STONE OR UNER AS APPROPRIATE • �
75x FUtL POLY IJNQt TO 6E CWWGED WHEN CONCREfE 5.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVE0.T ENTflANCES BELOW CHECN UANS ARE NOT
W/SHOUT AFtEA IS CLEANEO. . ._....... ..... �
., ,,,_,,,,,_„._, BUILDMG,.SEIH4CK L1NE,; SUBJECT TO DAMAGE OR BLOCKA�E FROM DISPLACED STONE. ., �it�um
6.MA%IMVM DRAINAGE AREA IS 2 ACRES. � �qy N N
C O N C R ETE WAS H O UT AR EA 7.SE�IAIENT BUILD-UP AND LHECK DAM SHALL BE REMOVE�ONCE 97E STABIIJZAIIQN MAS OCCURRED ON N W J Z�
4 EACH INOINPUAL LOT. >m
BUIIDWC PERMR AN� Q dm
SCALE:NTS NOTICE OF INiEM POSTNC 3
� STONE CH�CK DAM DETAIL ZZ;��
10'MIN. � CI'fY OF SARATOGA SPRIN�S STANDARD DETAIL SCALE.NTS �U't
� nsvwv.T X z a,
SILT iENCE SHALL BE INSfALLEU DRNEWAY
DOWN GRAUE Of ALL DISRIRBED
ARFA APPRO%IIMTELY 5-10'BEMIND I I 11'TYP. �W N
THE EDGE OF THE PAVEA/ENT
WHERE LOTS DRAIN i0WPR0 THE �
ROADWAY TO ftEDUCE 7HE AMOIINT EOGE RIGM-OF-WAY PpOPER1Y UNE >-�St/'
OF SEDIAIENf TFL4T ENTERS THE ,W._, I
0.0ADWAY.A VEGEfATNE FlLTER .ia ^�
SfHiP TO 8E IMMEDNTELY PLANIED �Y`
AN�MAIMNNED BEfYlEEN iHE SILT �c�r�
FENCE AND 7HE PAVEMENT.SILT R
FENCE SIiALL BE IANMPINED
THROUCHOUT LOT CONSTRUCitON STABILREO�-�.+ �
UMiL A PERMPNENT S�AN�OF CONSR2UGTION -^r�� �/
YEGEfAPON IS ES�ABL1SHEp. X �/ ��� ���t��4 �/ �/ ^
/\ r�',"�'t!'�f � n pLANNING BOARD//20210588
EROSION&
�
TYPICAL LOT LAYOUT�.EROSION CONTROL Approved under o�tno�aY or a resolution odopled SEDIMENT
scn�:rrrs by the Planning Board ot the c�ry ar CON?ROL DETAILS
(Date)
Sorolog0$plings. PR0.1.N0:918.00 D T-1
Chairperson �ate Sig�ed SCALE:AS SHOWN
DATE:17/9/2020 SHEET 7 OF9
�� S4WLUi IINE
E%ISfING SEVlER A4llN: ORIGIN4L ASPHAIT�����,
TMPING SA�DLE TO BE yfEARING COURSE S \
MPROYED BY D.P.W. � j'ADAPTOR RRING IF REO'D %PROPERIY IJNE,R.O.W.OR ���\'72• IN PVAIT IN TUFF--'{
� NEW SEWER MNN CONSZURCPON:�-� -45'OR 30'BEND � �EMENT LJMIT BlSE COURSE l I � I �4'TOPSOIL,FEftTILIZE,LIA1E,SEED AND MULCH
45'OR 60'WYE OR I lS REGb ENO GP FOR FIfNRE (SEE NOTE 7) i ��
TEE/�WE TO 6E MPROVED I / �CONNECTION -� ..,E.,..-�'T �-�BORROW:WELL GPADED INORGANIC GRANUTAR
BY D.P.W. �� / I..�. c Y Y \��.\�- �/ SOILS AN�/OR ROCK.NN(t-fI2'S2E.NOT
, � /r'2'�4'K24"PRESSUPE TFEATE�SEf q)�#' �\` � AIORE THnN 20R BY WEIGMT PASSING BZ00
� I i PLVMB AT END OP IATEItAL FIAGGED ���� � .x� '��/'`� SIEVE,OR N4TNE AIATERIAL,0.0.8 E.USE
-/ WRH RUGHESCEM COIARED SURVEY �-�---- �����`
'y Y �IBRATOftY GOMPACTOfl WI7H 12'L1FT5
-- - ��u f31BBON FOR FASY IDEMIFlCA710N � SECTION ,� C..�1<.:�//�/�/\/ )
AO B E. 'Z f ,i �CA4PBELL FOUN�M COMPANY
SEWEft MNN�-� ';�t �..�}�!/����' � � N0.7009 OR EQUAL
r -7RENCH WALLS WD BACK PER OSHA
� IAIERPi ON PRNATE PROPER7Y t��� t' � L�� 3I.�- REOUIREMEMS OA SNEEfING A0.8.E. i%� �FlNISM CRADE-M4TQtIAL VAfll6
,'.
-A9N.SCH.40 PVC � '� .�
BUILOING SEY/ER-� �- .�..�. I .....�� / "�
OR 3�5�CMIN. `UBBASE CO'RSE 1 �.�� .: ... , . .,.
SEE NOTE 4 � � '` .r PIPE 20NE fl4CKFlLL-GRPDATiON SIIFLI.8E �.�
, .-•.12 MIN 'WELL GPFOED SANO WIiH J/4'NA%.PMTICLE ���
CIIY PROPERtt PRNAIE PROPERtt ��-SRE PNU NOT MORE THAN IOS PASSING/200
ORICINA�SUBB0.5E ;� ��� �� i SIEVE(115E YIBPATORY LOMPACTOR WtiFi B'L1fT5J
COURSE �� ' '-
PLAN �� �,\�p ��PIPE 20NE BEO�INC-FOUNOATION S�ONE TO �' �� �ENfIRE PERB�R�K�UNDER
��°�,�\\\����l` � i CONFOftM TO N.Y.S DOT.S7ANDAR�SPEL.70J-02
E%ISTING AND OR FlNISHE�GFPAE J't REVEAL� OU151�E CROWN ,��„s ���`�'�.�„ � COURSE AGGRECATE(SEE NOTE 2) `���-REMOVABLE WATF,RIIGHT
,�.y>e -.a,......,.<C ea�. ... -w��. > 14:�• '_'`l.� PIUG OR CAP .
�,` � PIPE SPftINGIINE�-�� '�f'� �/ UNDISNRBED SUBGRPDE OR IXiRA FOUNOA710N
' '�"`} t �,�5lONE AO.B.E.
SLOPE:2.DR IAIN.(1/4' \\�Z�x4'r24'PRESS�RE RiFA7ED STPI(E BOTTOM 00. i,
� PER FOOn TO tOx MAX. Y�"N>�S t+'�.
�"�4.#.'a�,Jff�� .4'-sHORi
� - -"-'- i. _,x„ / RADIUS BEND
�- j�-I.O.+3 MPJ(.�
=Y BPPNCH WRH
I . .,PIPE BEDDINC AS ftEOUIRED � � 4'UTERAL
4 V��:r �e4�J"� NOTES.
�4L�"� t� ._--UNDISNRBm SUBLRPDE t.SRtEEf OPQJINC PERMIT IS REQUIREU.
�I�^� -'�"-�"-'� 2.FOUNDATON STONE-N.Y.S.DOT SfD.SPEC.703-02 r WATER7ICHT JOIM FOR PLUC,
Z y--'� CAP OR ADORIONAL PIPINC
\ -SRE DEfERMINATiON/1:t00R P/SSING 1'SIEVE,90-t00R PASSINC 1/2'SIEVE,0-15.5 PASSING 1/4'SIEVE
�� '�. `45'OR JO'BE�AS REOUIRED -�R- -SEYIQi NP1N OR
-SIZE OEfERMINRTION/2;100R PASSING 1-1/2'SIEVE.90-tO�R PpSSiNG 1'SIEYE,0-15R PA551NC 1/2'SIEVE. 6'SEN'Eft lATEPAL
, -GRAMTON/S�ZE DESIGNATION TO BE DEfENNINED BY ENGINEER 945ED ON FlELD CONDtilONS.
C�f.TjQL{ },g/SE COURSE FOR PAVEMEM:CONF00.M TO N.Y.S.D0T SIO.705-02 WRH FOLLOWING NODIFICATIONS: � j�, �
NOTES: 2-1/2'4EVE-PASS 100x 9Y WEIGHT ROW DIftECTtON
1.TME SEWER FROM iHE BUILDING TO THE SEWER MAIN IS THE OWNERS RESPONSIBILRY. i-3/4'SIE�E-PA55 95-100%BY WEIGHT �"��
2.CONNEC110N TO TME PUBt1C SANRARY SFNER IS REQUIRE�WHEN AVP1lABLE PEFi C11Y CO�E SEGTION 231-14. S/4'SIEVE-PlSS 60-75R BY NEIGHT �
3.A SffiEET OPENINC PERAIR IS REOUIREO FROM TME DEPf.OF PUBLIC WORKS PRIOR TO RNY WORK IN THE PUBIJC ftIGM-OF-WAY. 1/4'SIEVE-PASS 25-45�.BY WE1GM '--�PIPE BE�DING ��'a
4.ANY PARi OF TME BUILDING SEWER N7THIN 10 FEEf OF WATEFt SERVICE PIPE SHN.I BE CONSIF2UGTm OF WATEftTGM JOIMS. e40 SIEVE-PA55 IU-25S BY WEIGHT oo�u.ostl
5.BVIIDWG SEWEft LATQtAL MATFRIALS SHALL BE THE SAAIElS THE NA1N SEYlER 11NE M4TERIRL UNlESS OTHER'MSE SPECIFlEO. /100 SIEVE-P0.55}-�y,gy µE�GlR �-���LOAIPALTEO SUBGRpDE W��oi�
:- _!....� ''�' ���sa
SANITARY S�WER 4.SUBB/SE COURSE FOH PAVEAIFM:CONFOftM TO N.Y.S.DOT 5(�.J04,ME 1. �-SOLID CONCftEIE BLOCK �p�o�SSG
SERVICE CONNECTIONS TYPICAL PIPE TRENCH DETAIL TYPICAL CLEAN OUT �s 5��
� CffY OF SARATOGA SPRINGS STANDARD DEfAIL SCALE:NTS 2 CIiY OF SARATOGA SPRINGS STANDPJ2D DEfAIL SCALE:N.T.S. 3 SCALE:NTS
�TREE BEIT FlNISHED GRADE� ^FlNISHED GRADE Z
. LURB SEE � ��SI�EWAI)( il � O
\ NOTE j
-jY \` ��r�Y� �i+�/� 1YYv\�` �
ROADWAY� I �,'�`C���.�:��'Y��,..:.<�`'���:�.�,c��� ,�:<� U
n;�� «�. � r,,,a, �
_�._. �_CURB BO%..,.* � ,�-SEWERMNN �
i ; '�Al1/ELLER 5'6'IAODEL H-10314(IN NRF) •� i .�" f-
� ��CORPOMTION STOP NTRi i MODEL H-103J4 QN CONCFEfE WAL1() '^ -NLL LENCTH OF PIPE LENiEREO ON SEVfER 11NE----
�r .� -
'o �COMPRESSION FliTING i SRE AS REOUIftED FOR 3/4'OR 1'SERVILE ......._..-p•............._ .._..._.._�p�__........._.� Z
I i M�RELLER SRE 15 3/4• CURB STOP
0
�REOUIRED I IAUELLER ORISFN.1AO�EL H-15]09 COMPRESSION �
%MODEL H-15219(W/ORNN) V
j 1 SRE/5 REQUIRE�FOR 3/4'OR 1'SEiMCE � ---__ _ _ �.
� //-TEMPORARY CPP OR PLUG(AS NECESSAAI') m3 --WATER LINE � O
� � ;r 3/4'MIN.SRE TYPE K COPPER •I� I \ IL
� ' � PIPE OR SRE IS REOUIRFD ��--------- SqNITPRY SEWER � �
/ �____---� OR SfORM SEWER I \..WATERI.Wk � O �
WATER MNN-i 3/4'OR i'LOPPER�� B�0 K OR C:Bf00TG ;� Z
TUBING(TYPE NJ
� �
(52E AS REOUIRED) � � r
NOTES: SEE NOTE� SEE NOTE_ �
BELOW BELOW ' -
1.LOCAiE CURB 80%BEfWEEN CURB ANO SIOEWALK AT CEMER OF TREE BE1T.WHFRE NO CURB/iF2EE BELT IS Z�
PR6EM WSfA4 CUR9 BO%AT PROPERIY LINE.
NO�ENCE-TEN SiAIE SfANDAR�S NOTE: C '�'
2.WHEN INSWlEO p9B9�{E„ALL WATER AN�SEWEfl L1NE5 SHALL H4VE A MINIMUM SEPAf7ATI0N OF 10',E�GE P�PE JOIN75 TO BE E�t1iDISTPNT FAON C
POINT OF CROSSMG FOR 60TH WATEF2
� COPP�R WATER SERVICE PIPING DETAIL TO EDGE IF MINIMUM CANNOT BE MPIMNNE�,WATER MNN SHALL BE IN SFPARA7E TRENCM OR ON AN AN�SFNER PIPES .� W
UNDISTURBFD EAkfH SHEIF TO ONE SIOE OF SEWER,WITH BOTTOAI OF WATER AWN 1B'MINIMUN PBOVE TOP
� OF SEWER PIPE.WHEN-FO<cIN.µyNS SHALI.BE INSfALIED TO INSUPE 18'MINIMUM VERiIG1 SEPARATION
CI7Y OF SAFL4TOGA SPRINGS STANDARD DEfAIL SCALE:NTS BEIWEEN PIPES,OU151�E TO OUf510E.WHEFIE WATER AINN�S UNDQtNFATi SEWER,ADEOUATE SRRUCNRAL a �
SUPPORT SFULL BE PROVIOEO FOR THE SEWEA TO PREVENf DAMAGE TO WFTER MAIN.WHEN R IS INPOSSIBLE a
TO PROVE�TME ABOVE AfINIMUMS,THE SEWER SHA1,�BE DESICNEO AND LONSTRUGiE�EOURL TO WATEft
PIPE,ANO SVNLL 8E PRESSURE TESTED i�ASSURE WATER i1GMiNE55 PRIOR TO HACKFlWNG.
INSTALLATION OF WATER MAIN AT
CROSSING WITH SANITARY OR BTORM S�WER
� CIiY OF SARAT06A SPRWGS STANDARD DEfAIL SCALE:NTS /A(9
��/Z°n
� �Q 3NP
� yNN
NW oZm
Zz w�m
c�t��
N
�Z v
W�
\
PLANNING BOARD#20210586 SANITARY
SEWER&
Approved under authority of o resolution adopted WAIER SYSTEM
. by the P�onning Board of,the Cily o/ DETAILS
(Dote)
Sarotoga Springs. pfta.N0:9tB.0o DT-2
Choirperson Date Signed ScnLE:tS SHOWN
DA7E:71/9/2020 SHEEf B OF9
Y
/-TOP COURSE-NYSDOT REM
402.098�02-9.SF3 HMA.,80 SEfilES
COMPACTION Z�,} �
.-BIN�Eft COUPSE-Nt5�0T REM
TACK COAT-NYS�OT ITEIA-��, �/,/ 402.198902-19F9 HM4,80 SERI6 TEMPORARY PAVEMEM MEA ��-E�GE FOR
/ TO BE ftEPUCE�WHEN ROAD � ��RE SAWCUf
40�.0102 OILUIED TACK __ _ " COMPACiION PG 91N�ER(tI�U10 PAYEMENT 70P BINDER GRAVEI ESAI SURFACE IS IXiENED
COAi ASPHALn GRAOE SH41L BE PG-eh22 TYPE COUflSE CWRSE CWRSE LEVEL
._..SUBBASE COI/RSE TYPE 2 PER NYSOOT � NATUFNL TAPER--.� _--WEPRING COURSE
PARKING �_���. 2. 8_�p.. c0.3 _
'� SPECS SECPON J04(INCRFASE 6'FOR LOT MILLION � � � --81N�Qi COURSE
TYPE 4 PFA NY5�0T SPECS SEC710N ' � ' -
� 3�4)COMPACTEO TO 957,PROCTOA ROAOWAY �-��Z� �� �Z IALUON .. .,� �-$ S- --
'°'S 1£ 'f � -�-��--'-CRINEL BASE COURSE SCARIFY rWD REMOVE EXISIING
� � HEANIY /�/�r.j�� T�'C�/�j�,����(,//�� ��.T�j'C./` .//li PAVEMEM EOUNPLEM TO PROPOSED,
`-CONSR2UC710N FABRIC,AMOCO iRRYELEO t30 � !
/ 2' '4' 12' 1`� '�/�/ �Z J \�iy`�`� `�� �\�1� .--SUB-B0.5E COURSE TOP COURSE T11CKN65 I
SIYI,E 2006 OR MPROVEO EQUnL TRUCK MILLION /�� �/( �� �'�'�/ �/ �
SUBCFPDE-COIAPACTED TO-!/ INSVJ.LED IN ACCOR�rWCE WIiH LOA�INC �;�1��/�l�j�./�~/��i,���^/^M\`��.,�T���.•'�,•�`��� NEW PAVEMENT
SECTION 207 NYS�OT SiANDARO � fOR GRAPE SEE PLFN
90S SiANDARD PROCiOR SPEdFlCAT10N5 •BINUER TO BE PLACEO IN 2-2'LIFTS K17H TACK COAT 9ETWEEN. MATCM E%ISIING SUBBASE,-�, S4W CUf-�
IF GRFATER THAN IXISf.�� I �-SAWCUT IXISTNC
. �OIES:_ 81TUMINOUS PAVEMENT TERMINATION aROPOSEo SECnoN�'•, ppVEMENf /PAVEMENT&Tn[K
t.THICKNE55 OF ALL COURSES SHOWN ON TiE OftA1NNG5 ARE COMPACTED IHICKNE55ES.PA�EMENT SECTIONS SPEdFlE�ARE TYPICAL FOft PARKING LOT CONS7RUCIION VMEFtE TRAfflC VOLUMES AND COMRACfOR TO(VI�' -.-7q' COA1 ALL IXISi1NG SEE PAYFMEM SECTION--
�
. �
LOADINGS ARE NOT EXGESSIVE.BASED ON ANTLIPAIED VOLUMES AND LOADS,iNE QTY ENGINEFR MAY NEOUIRE S7RUG7URAL PAVEMENT SECTION TO BE INCREASED TO CAftRY DESIGN LOADING. � IXISTING NEW �'; ��� SIIRFACES
�` ;
:�-....-PAVENINl....... ONSTRUCi10� ' � '
2.THE CITY ENGINEER MAY REOVIRE COMPAC710N 7ESTING ANO/OR CORE SAMPLES TO VERIFY PAVEMENT 7HICKNE55.ALL TESTING S4ALL BE AS OROEflED BY hIE CITY ENGNEER AN�SHALL BE PAIO FOR -f-
BY 7HE GONTRACTOR. �
J.ALL MATERIALS SHALL CONFORM TO NYSDOT,SECTION 400 AND SECTON]00. _'�
4.CONSiRt/CT ASPHALT PAYEMENT IN ALCOROANCE 1NTN NYSOOT SECPON 461-3, p //��
SAWCIIf OEPRI OF-'� '� o�
5.NOTIFY TME CITY ENGINEER 48 HOURS MINIAIUM PRIOR TO COMMENCINC PANNG OPERA770NS . PAVEMEM k TACK �''
COAT PLL SURFACES
5.IF SU9GRAOE IS UNSUITABLE FOR SU68ASE INSTALLAlION AT iHE PME OF CONSTRUC110N,iHE CON7RACTOR SHALL SUBNIT SHOP�RAKINGS TO THE ENGMEER IN�ICAiING PROPOSEO CORRECIIVE PRIOR TO PAVING ��:,;,0�'.^.!� o 0
MEASVRES(E.C.,FlL7ER FABRIC.UNDERDRAINS,ADDITIDNAL GRA�E4 ETC.). '
6.CURBS SHALL BE FORIAED IN7EGRALLY INTH BIN�ER COUftSE AND TOP COURSE. �'
].BINMINOUS TRLK COAT SHALL BE APPLIEO BETNEEN PAVEIAENT COURSES IF MORE THAN 48 HOURS HAS ELAPSE�OETWEEN PLACEMENT OF COURSES.TACK CORT WHEN USEO SHALL 8E APPIJED PER
PAVEMENT SAWCUT o 0 0 0
NYSDDT SECTQN 407-2 AT APPIJCA710N RAIE OF 0.05-0.1 cn��so.ro. PAVEMENT TERMINATI ON ��
8.ALL TESiING FOR COAIPAC770N SHALL BE AS OROERE�BY 7HE ENGINEER.7HE CONiRAC70R SHALL PAY FOR ALL TESTINC. /� /'� �'
20'MIN.I
9.IF MORE THAN 30 DAYS 1NLL ELAPSE BEMEEN PANNG OF BM�ER COURSE PANEMENT AND TOP COURSE PAVEMENT,ALL SRNITARY SEWER AN6 STORN SEWER FRAME SETS AND VALVE BO%ES SHALL BE / �� \ AND SAWCUT DETAIL / \ STANDARD TRANSITION
SET AT THE BINOE(1 COURSE ELEV.ANQ SHALL 9E RAISE�AT THE itAlE OF APPLICA110N OF THE TOP COURSE PA`ANC. 1 � 1 ' 1
10.ALL FlLL TO CONSTRUCT TO SUBGRADE ELEVATONS SHALL BE COAIPAC7E0 TO 85x PRaCTOR.lHE CONTRACTOR SHALL BE RESPONSIBLE FOR TiE COST ANO COORDINR110N OF THE TESTING AN6 CI'fY OF SARATOGA SPRlNGS STANDARD DETAIL SCALE:N.T.S. � SCALE:NT'S
DOCUMENTATON OF THE FlLL MAIERIAL ANO h1E COAIPAC770N OF 7HE FlLL MAiERIAL
ii.IN PAflKiNC LOT:FlLL AREAS-BACKFlLL K11H GIFAN SAND AN�GRA�EL COMPACTED IN/2'LOOSE UFlS UP TO 24'6ElOW SUBBASG MEN COMPACT IN 8'LOOSE 11fT5 TO REQUIRED SUBBASE.SANO �
. AND GRAYEL TO BE KELL GRADE�VATi NO MATERIAI LAf2GER THEN J'AN�LE55 iHEN 10f.FlNER hIEN TiE p100 SIE�E,COMPACiION TO BE 95S STANDARD PROCTOR DENSITY,MEASUREO AT EACH �
L1Ff.PRO�lOE SIE�E IEST OF FlLL MATERIAL fOR APPflOVAL PRIOR TO USE.PRONOE COAIPACTION ftE5ULT5 OEAIONSTRRTNG CONFORMITY.SUITABLE NATIVE MAIERIAL SHALL BE PERMITIED IN FlLL AREAS �^�
AS AN ALTERNA7E TO hlE MA7ERIA�SPECIFlED ABOVE SUBJECT TO�FSIGN AND Citt ENGINEERS RENEY/ANU APPROVAL ME CONTRPCTOR SHALL BE RESPONSIBLE fOX lHE GEOTE[HNICAL ANALYSIS TO
DEIERMWE 1HE SUITABILJTY OF 7HE NATVE IAAIERIRL AS ROAD FlLL TO 7HE SA715FAC770N OF 7HE OE514N AN�dTY ENGINEEft. &
co���3L7
� ASPHALT PAV�MENT D�TAIL-ROADWAY R�PAIR "F=��F�
CIiY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:N.T.S. ,-HosE ��g�s��
WRAP:WATERPROOF-'_"_"'__""_'_' /
TREE WRPP-APPLY �
IN 4'WIDE SiFtIPS '� ""
"_._...__._.._.__._._._....FlNIFL(SAME i1Ni5H AS POLE) ��
MVLGH-J'MIN.-�� �`-WIRE N0.10 GAUCE
i�.
_._.---�lED ROOF-MOUNfEO OPIICS HEAT ""���
-�--...-..- SICK FOR HEAT TRANSFER SAUCER-�`\ _.-'--STN(ES 2'-7J4'0 OR 50..B' �
LONG.USE J SfAK6 FOR �RlIBBER HOSE
�
. , i
FlNISHED GM'1E--,��� OVEA 2'GLL.2 STAKES FOR �'�I•:` .'.''
`�-��� 2'GL k UNOER. '�� �� �,�r ���fRICT10N CUPRO
� AAIENDEO TOPSOIL MIKNRE IN THE- �GUY TYPE'B': Z
���-- FOLLOWINC RAT105 BY YOLUME '_ - -
.,\
^..` 20 PARTS TOPSOIL � _ � ':I. / GALV.wIPNNEALED �
..._.._.... -... 4 PPFlTS PEAT MOSS .: ; / -__,_ O
RUBBFR HOSE .�
- FA�CiION GUAf1D I I I �� ^m3'XB CEDAfi OR P.T. U
��SfEFNeERG ORNAAIFMAL Fl%NRE 2 PMTS PEAT HUMUS .� �;' �� STAI(E,Z�PPOSRE.
i PPRi FERTIIIZER(/0-6-4) 11�.
AIODEL O650SRLE0 �`'� n�� II ' �-3'HAPOW000 MULCH =
66 WATf LE�(4PRC22) _ � . . GUY TYPE'A': ,�'.i.. II IIV J'SAUGER �
2200K C�LOR TEMPERANRE UN�ISNRBED SUBGRADE � /12 WIRE-NEW,CAIV. /
ANNFALED,3 EOUALLY . ����I '��//-y(4 CEOM F"'
� N_OTES� FIAGGINGWTAP�YORS �_12• %OR P.T.STANE (n
�SFAI.ED LED/OPTiCAL ASSEMBLY 1.A/AJOR TREES�57REET h SHADE)SHALI BE 3'MIN.D.B.H.(OIAMEIfR AT BftEAST HEIGHn _ ���2• O
� 2.MINIXi iRFES(SNALL ORNAAIENTALS)SNALL 8E T NIN.D.B.H. = _
J.SEE SUBDINSION CON51RULilON REGULAlI0N5 FOR RECOAIMENOm STREET IREE S�EGES. _ '
. 4.ALL PLANT LIST SPEdiICATIQ`i5 SHALL INCIUDE THE FOLLONING INFORA/ATION,TO BE APPROYEO - _ �� � U
BY THE GTV 0�SARATOGA SPftINGS: _ _ �-AMEN�ED TOPSOIL
� A.BOTRNICAL NAME `_ - �
���LED DRNER WRtI EIECTiRCAL OUICK-DISCONNECT B.LOMMON NAME _ '
3'HFAW WALL.CqSf ALVAfINUM fR7EA WEIDED C.TOTAL OUANTTY '�"' --UNDI57URBED SUBGR4�E O
.. .i..: . . �
TO POLE TOP(WIiH PHOTOCELL) D.H�GNT OR 1RUNN OIAAIETER ��• LL
E.SPApNC �.Fy � �
� _, 4 DECIDUOUS TREE PLANTING DETAIL 5 EVERGREEN TREE PLANTING DETAIL :&
- CITY OF SAR4TOGA SPRINGS STANDARD DEfAIL SCALE:NTS SCALE:NTS 3 Z �
� -�STERNBERG NODEL � �'
� 3'TO 4'TAPERFII POSf � �'
p 6067-T6 STHUCTURAL CRApE -
ALUMINUM 0.125'WALL .� Q�
BUCK2FlNISH PORO PAV AA NT ON TR TION �ID W� Z�
POLE WELDED FOR SINGtE UNR 1.INSTALLATON PROCEDURES ARE NTAL TO THE SUGCE55 OF PFRNOUS PA�EAIENT PROJECTS, �
CONS�RUCTION PAR7ICULARLY PEf1N0U5 ASPHALT AND CONCREIE PAVEAfENT MI%ES.iHE SUBGRADE CANNOT 9E OYERLY
COAIPACTED Ni7H TNE INCLUSION OF FlNE PM77CUlATES OR 7HE VOID RATO LRIiICAI TO PRONDING ,�.I
STORAGE FOft LARCE STOR1.1 EVEN7S 1NLL BE LOST.KEA7HFR CONOIPONS AT THE 71ME OF INSTALLAlION Ru W
CAN AFFECT 1HE FlNAL PRODULT.E%TREIAELY HIGH OR LOW 7EMPERANRES SHWID BE AVOIDED DURING r�
CONSIAUCTION�F PER41W5 ASPHALT ANO CONCRETE PAVEIAENTS. a LL
�ACCESS DOOR WfRI FLUSH 5fAiNLE55 7,pq[p5 FOR PORWS PAVEMENT SYSTEAIS SHALL BE CLEARLY MMKED BEFORE ANY�TE WORK 6EGM5 a
STEEL ALLEN HEAD SCREWS TO AVOID SQ`L DISNRBANCE ANO COA/PAC110N OURMG CONSTRUCTION.
// 3.PERY1dJS PA�FMENT AN�O7HEA MFlllitA710N PRAC710E5 SHOULU 8E MSTALLFO TOWARD h1E EN�OF
�'17'DW 80.SE WRH 0.�50'ROOR 7HE CONS7RIICTION PERIOD.UPSTREAM LONSTFiUCTiON SHALL BE COMPLETEO AND STABR12E0 BEFORE
/ 7HICKNESS,4 ANCHOR BOLTS PNO 1 CONNEC710N TO POROIIS PA�EMENT SYSTEIA.A OENSE VIGO0.0U5 VEGETATIVE C04ER SNALL BE
GROUNO WG.INS�ALL UGN7S DIRECTLY ESTABIJSHEO 04ER ANY CONTPIBIITINC PER�l011S ORAINAGE AREAS BEFORE RUNOFF CAN BE ACCEP7ED �3'POROUS PAVEMENi
/ ON BlSE USING�$�0 z lE"iHiCK MTO THE FAqLITY.
WlSHERS
4.5(185URFACE AREA SHOULD BE EXCAVATED i0 PROPOSE�OEP7H.EXISTING SU6GRADE SHALL N0T BE [,�
�. �'������T�) COMPACTEb OR SUB,ECT TO E%LE54VE CONSTRUCTION EOl11PMENT PRIOR TO PLACEAIENT OF CEOTEXTLE
� . AND STONE 9EA.WHERE EROSION OF SIIBGRADE NAS CAUSED ACCUMl1LATI0N OF FlNE AIATERIAlS • �Z�
ANU OR SURFACE PONOING.7HI5 MAtERIAL SHALL BE REMO�E�WITM LIGHT EOUIPMENT AN�THE -B'MIN.FlLTER lAYER-N0.2 STONE 7 �
.�2INC-PIATED ANCNOR BOLT ASSEMBLV �
��� Q� !' PER MNNUFACTI)RER'S RECOMMENDATION UNOERLY:NG SOILS SCARIFlED TO A NMIMUM DEPTH Of 6 INCNES 1NTM A YORK RAKE OR EQUIVALENT � p0t181E-W/SHED,CtEAN AND FREE ' `���O a
j /%� ANO 11GHT iFtACTOR. � ��m
' OF ALL FlNES t N N
' /�� 5.THE BOTTOM OF 7HE INFlLTRATION 9E0 SMALL BE AT A LEVEL CRADE W p�
0 25 WAIL
%
>Cl
3'-� ' � CLQIES� 6 PIACE CEOIE%11LE AN�RECHAftGE BED AGGREGATE IMMEOIA7ElY AF7FR APPROVAL OF SUBGRADE N W�Zm
/ CNADE i.INSTALLATION OF OECORA7IYE LICHTS SHALL BE LOORDINAiEP Ki1H THE Cltt ELELiRILIAN PREPMA710N TO PRE�ENT ACWMUUTION Of OEBftiS Oft SE�IAIENT.PREI�ENT RUNOFF ANO SE�IMEN7 ¢Qm
- � ��� �/�,j� AND OFPARTMENT OF PUBLIC WORKS.(USE 120V POKER). FROA1 EN:ERINC 1HE STORAGE BE�DURING THE PLACEMENT OF 1HE GEOTE%TILE AN�AGGRECATE BE�. Z w�m
�� �.�-4000 P51 2 ME OKNER/DE�EL�PER IS RESPONSIBLE FOR ELECTRIfY1NG THE SYSTEAI AND PANNC 7HE 7•PLACE GEO7E%PLE IN ACCORDANCE YATH MANUFAC'NRER'S STANDARDS AND RECOMMENDRitONS
CONCREfE 64SE �CTRIC BILLS UNTIL ACCEP7E0 AN�TAKEN OYER BY THE GTY OF SARATOCA SPRINGS. ADJqCENi S1RIP5 OF FlLTER FABftiC SHALL OVERLAP A MINIMUM OF 16 INCHES.FABRIC SHALL BE � Z�e�n
�.. I S/\T �/�µ�TM SONONBE SECUREO AT LEAST 4 FEET OUTS70E OF BEO.THIS EDGE S7RIP SHWLD REMAIN IN PUCE UNTL ALL ----FlLTEF fPBR�C QZ j�
�,-� %.� FlBER FORA1 y E(,ECiRIC SERYICE:SNEFPS AT CONCREIF BASES AND 9E7NEEN 8ASE5 lISE P'SCHEDULE BARE SOILS CONTIGUOUS TO BE05 ARE STABILIZED AND VEGETATED.
��- ZQ.p� �UNCOMPACtE�SUBGRADE N
. 4�PVC NON-METFWC CONDl11T,UNlE55 UN�EFi DRIVEWAYS WHERE SCHEOULE 80 PVC IS POROUS PAVEMENT POST CONSTRUCTION MAINTENANCE �W
��"�Y:.�.•�:'� �,��' REqUIREO,FOR H1RE:IHHN COPPER STRANDED NUMBER 6 COLOREO ftED,KHIIE,AND
,1 �,/�\; , ,�� GREEN.IJGHTS ARE K1RE0 120 VOLTS.PRON�E A SEPMAIE HANDHOLE,SYNFATECH i.PORWS PAYEMENT AREA TO BE CHECNED ON A MONTILY BAAS THAT IT IS CLEAR OF�E6RI5.
'�"l'�P/C SGHEOUIE SYN121212HH02,TO BE OWNED BY ME Cltt FOR 7HE OISCONNECT NEAR iHE(SE 0�THE
l�T- . �\� ElEC7RIC POtE OA BD%AT iHE BE4INNMG OF SERNCE PROVIDE AND MSTALL 7 5 8 INCH Z•�EWFY hIAT PORDUS PAVING AREA�EWATERS BETWEEN STORMS ON A IAONIHLY BA515 OR FOR STORNS>
µ � &0 NO DIRECT COPPER CROUNO ROD IN HANDHOLE.'MRE AND CON�t11T FROM HANDHOLE TO POLE OR 80% 0.5 INCH. �
���� i�*�` 6URIA� PER NATIONAL GRI�'S SiAN0AR05.IF CONNECTINC ONLY ONE 11GHT PRONOE WATERTIGHT
' � �;:,- .�� FUSEHOLOER,.FERRAZ SHAVAAUT FEB-21-21 iP 600V K17H 5 AMP NSE MTH INSULATOR 3.POROUS PAVEMENT TO BE CHECKED ON A MON7NLY BASIS THAT IS IS CLEAN OF SEDIMENTS.
'?� BOOTS PART FRZ FSB7 IN HANDHOLE FOR NSINC T1E POWER KiRE.IF CONNECTINC MORE
_�_ �, .. � `-�'GROUND R00 3.ADJACENT ANU UPLAN�AREAS,AND SEED BARE AREA SHALL BE MOWEO AS NEE�ED.
. V THAN ONE UGHT PUT A]0 AIAP FUSE IN WA7ER71GHT NSEHOLDEA IN HANDHOLE AN6
� �'"r
(� PER N.E.C.
��j��j>'�1 P0.0YiDE SEPAftAIE NSE HONERS,BUSSMAN ME8-AA FUSEHIXDER YAM 5 AMP NSE,IN
�'���"'"�•���� BASE OF EACH LAAIP.RUN/12 THHN COPPER,(REO,KHIIE,AN�GREEN)FROM BASE TO <.?OROUS PAVFJAENT AREA TO BE VACUUM SKEPT 7ri10E A YEAR K17H A COMMERGYAL CLEANWG UNIT.
SUBGRAOE-UNDISTURBEO OR-'�' �� �' TOP Of IIGMT,USE POLARIS CONNECTORS FOR CONNELItONS IN HNNOHOIE AND IN BASE OF 5.POROUS PA�EAIENT SURFACE SHALL NEVEk RECEJ�E A SEAL COAT OF ANY KIND.
COMPACTED TO 90X PROCiOR Z�- LIGHTS.THE LIGHTIS TO BE 1AOUNTEO DIRECTLY ONTO GONCRETE BASE USING FENDFR
WRSHERS,2 INCH 00 1/2 iNCH IU AN�t/e INLH INICKNE55,ANO LOCK WASHERS. 6.NO SANDING OF iHE POftOUS PRVEMENT SURfACE,ONIY ADOITI�E FREE SAL7 MAY BE USED FOR YAN7ER PLANNING BOARD({20270588
, mean.i�r. MISCELlANEOU
DECORATNE STREET LIGHT-(LED)DETAIL � Approved��de.o��no�;cY ar a�e5o��,�o�odopted SI7E DETAILS
o � POROUS PAVEMENT-DRIVEWAYS by the Plonning Board or tne city ot
CIN OF SARATO�A SPRINGS STANDARD DETAIL SCALE:N.T.S. S�A�E�� (Date)
Sarologa Sptings. PR0.1.N0:918.00
Choirperson Date Signed SCALE:n5 SHOWN D T-3
DATE:17/9/2020 SHEEf 9 OF9