HomeMy WebLinkAbout20200754 McAllister Subdivision Approved Subdivision Plat 7REE BELT
PINISHED GRADE —� TOP CGURSE - NYSDOT ITE��9 402C98302-9.5F3 H.M.A.., 80 S�hiES �OMPACT:I01`' CITY OF SARATQGA SPRINGS CONCRETE SPECIFlCATIONS
FINISHED GRADE
�j���/���j���j���j���j���/���j���j���/���/���/���j���j���j���j���j���j�� CURB SEE NOTE_� SIDEWALK / 1. THE FOLL�WING CONGRETE SPECIFICATIONS SHALL APPLY TO ALI.CQNCRETE WORK WITHIN THE
,� / /, /, /, /, � �� / `AC� CAi '��SCOT .T�1� 4;�?.0102 DI�U lED T:jCi< COAT CITY OF SARATOGA SPRINGS RIGHT OF WAY AND10R WITHIN THE APPROVAL AU7HORITY OF THE
ROApWAY �iT.�:sr-L�1�,TSr1-�-'_ RLANNING BOARD.All MATERIALS MUST BE FROM AN APPRaVED NYSDQT S(JURCE.QUANTITIES MAY
Z ., ., > . .. :., . . a . . . ., . ,
� a , ' �I �� � �Ir:l)e fi :;(;UkSc - �:YSJ�i( 4C�1989i)1 19F9 c INDFR C�)Lih�F. �I� n., k0 5`t=�!'t� C;OM?ACTION VARY DUE TO VARIATIONS IN MATERIALS.PLANT BATCH TICKETS SHALL BE PRdV1DED UPON
�L G !� l ._I. � � � y :=� gi�,D_P, (LI�U D A"PHALT ��Kf�L E �hALL a� PG-64-2L
o � � � � n C; �Cia � � i REQUEST BY THE CITY ENGINEER.IF"APPROVED EQUAL`MIXES ARE$EWG PROPOSED,PRIOR
� Fu�� �ENctt-i OF PIPE CENTERED ON sEv,�R uNE (sEE NOTEs) � ' ' ��; � '�° `'� �`�1� ,,- APPROVAL SHALL BE OBTAINED FROM THE CITY ENGWEER.SUBMITTALS FOR"APPROVED EQUAL"
�n I � C:0'�lPA��ED GRA'er.
°�;� � �y, � . :� NtIXES SHALL BE PROViDED WITH TEST RESULTS FROM AT LEAST THREE(3)PREVIOUS JOBS.
CURB BOX ��; a `� �YSDOT ('rF>E 2 (�cC i. 304j
MUELLER 5'6" t MODEL H-10314 IN TURF) � � °t�J ,,,� � � , � _. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW,A NON-CHLORINE
z MODEL H-�0334 �IN CONCRETE WALK) � , ` � ���a�acTE:. Tc ��% sTt:rapq� C : r�c-cr�.
� , , o ' � r«r ACCELERATOR IS REQUIRED PER A.C.I.SECTION 306R-88.4/VHEN AIR TEMPERATURES ARE 90
Z (SIZE AS REQUIRED FOR 3/4' OR 1' SERVICE) - ------ �� " r"�'•' PA��E�\AENi TO f' 9I�L�ER C f ia���EL ES A L
o � �,//�: //�//����j///�� DEGREES FARENHEIT AND ABOVE,AN INCREASE IN RETARDER IS REQUIRED 70 CONTROL SET TIME
I - r\��\��\��\��\�\����\�+ i'Y P E C O�RS E C O J RSF �C U R S E LE V E I- PER R.C.i.305R-99.
;n c' !'��%��%�/�%��/\��\��;�!
CORPORATION STOP WITH I CURB STOP �.�� ������� ���� �UBGR,4DE COMPACTED TO 9C� 'I �� �
z COMPRESSION FITTING �r, MUELLER ORISEAL MODEL H-15209 COMPRESSION �/j��j��j�%��j����'"�— PARKIi�G i . i � ''J 3. CONCRETE SHA�I HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.5.1.AT 28 DAYS AND SHALL
ro V \ \,V �\ �� STANDAR� PROCTOR � 1-�� '"'" L' 8-��10" �
� � g M�ELLER H-15008 SIZE AS REQUIRED �FOR�3 4�'�OR�t��SERVICE� ����,���j����������/��� S�ANCA:�O ; ti1�L�iU�I CDNFORM T(J THE NYSDOT 2002 SPECIPiCAT1C7N5 AS LISTEO IN SECTION 501-2 FOR CLASS"A°MtX(OR
w,aTER uNE 3 4' OR t" - SIZE AS REQUIRED � -
� � ) / / / / /'/ 3� APPROVED EQUAL).
�:�%\�%�%�%��%�%��, RJ:aU:vAY i--t;" ;„ 12" ��A:LLIO^J
SANITARY SEWER (GRAViTY OR FORCEMAIN) TEMPORARY CAP OR PLUG ������\��\'�\�����\��\�I - N�TE:A SUPERPIASTICIZER MAY BE USED TO INCREASE SLUMP AND W4RKABIUTY WITHOUT
oR STORM SEWER i � ; INCREASING THE WATER-CEMENT RATId.UP TO 2D PERGENT C!F THE CEMENT CONTENT MAY BE
(AS NECESSARY) NEA`�IL:
?4�avELEGj � I � `3� SUBSTITUTED WITH P�ZZOLAN.THE INITIAL SLUMP PRIOR TO THE ADDI�ION OF R SUPERPLASTICIZER
sEE NOrEs sEE NorEs 3/4" MIN. SIZE TYPE K TRUCK � " 4 �` ! �aiLuo� IS APPROXIMATELY 2 INCHES TO 3 INCHES.
45° COPPER PIPE t.vP,DING !
OR SIZE AS REQUIRED � 4. ALL SIDEWALKS CONSTRUCTE�FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A
NOTES: r�oTts: � SEE NGTE 2 PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PRQTEGT THE FRESH
WATER MAIN ' ' �+ SOLID CONC. BEARING BLOCK _ SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION.
(REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS') 3�4" OR 1' COPPER TUBING (TYPE K) ,, . � •.. t P.AVFMEN? SE:CT:IONS SPECiFIED AkE iYFICAL. I OR S1"REE"`, DRfVE�PrAY AND PARKING LOT CONSTRGCTiON WHEHE ?RAFFIC VOLUMES APdD
OR C.I. FOOT
SIZE AS RE UIRED - - - _ a � Ti r � �
� 4 ) �oADiN�s aP� NOT =xcEssivE. t3�+�Eo orv ,arvTiapn,TED vo�uMEs aNe �a�,os, Tr�E a�i EucivrE.. rnaY r�e4,��R� srRuc ��a� Fa reMEnr ALL SIIP-FORM GONCRETE CURBING SHALL CONFORM TO THE REQUfREMENTS FOR A CLASS J
WHEN INS7ALLED PARALLEL, ALL WATER AND SEWER LINES SNA�L HAVE A MINIMUM SEPARATIDN Of 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- j
TAINED, WATER MAIN SHALL 8E IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WI7H BQTTOM OF WATER MAIN SFCTION TO 5E INCREh,SED TO CARRv CESIGN L.OADING.
18" MiNiMUM ABOVE TOP OF SEWER PIPE. WHEN CR� IS NG MAINS SHALL BE INSTA�LED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, 2. BINDER TO BE PLACED IN 2 - 2" LiF':5 4ti/ TACK �oa.r �tr�vEE��. CONCRETE MIXTURE(oR APPROVED EQUAL).
OUT5IDE TO OUTSIOE. WHERE WATER MAW IS UNDERNEATH SEWER, A6EQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO NOTE: LOCATE CURB BOX BEfWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB�TREE BELT 3. THE CITY ENGINEcR MAY R�QU!RE COh4PA�llCN TESTING AND;OR COkF SA.MPLFS TO VER:FY PAVE!�EN� TH!CKNF«E;. ALL TESTING �H�1�L
PREVENT QAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED IS PRESENT INS7ALL CURB BOX AT PROPERTY LWE �E AS ORLER=D BY ?HE C!T`! EtJGIN�ER FNG 31-':�,L_ 3E FAIC �GR BY THE CONTRA.CTOR. 6 ANY CLARIFICATIONS,REVISIONS,OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJEGT TO
EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILIING. 4. NOT:FY ?f 1E CiT� EN�IN�ER 48 Fi0UR5 MINIMUti^ ?RICR TO COh1MENCIN, PA`✓ING OPE?ATIpNS.. APPROVAL OF THE CITY ENGWEER.
WATER SERVICE
UTILITY SEPARATIONS: PARALLEL AND CROSSING N.T.s. a.;�_�_ �-IA� 1 r-- r-, v�- `���ENT
� c p! � '1 � ��'' ---- --- -- -
N.T.S. -- -----
;
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aPPxovEn: CITY �F SARATOGA SPRINGS, NEW YORK owc No APPRovED: CITY OF SARATOGA SPRINGS, NEW YORK owc No �����R�vF�: �,, , a �, �,y�.� �,;`, APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK owc No
1/13/2010 1/13/2010 CIT� t3F 5a��,�TO�A S�'I�,I�C� NEN' �'O�K 1/13/2010
PLANNING BOARD DATE STANDARD DETAIL U�I�It s2 arations W-7 PLANNING BOARD DATE STANDARD DETAIL 1/U(at�r Service W-2 4�1��2�1`� STANCy'�D D�TAI! r, y�}` , `,;_,, , ; +. �- PLANNING BOARD DATE STANDARD DE7AIL COI"1CI�etP �Jp2CIfICCItiOnS SS-7
y � PLANNING BOARD DATE f���� .G! ''G �J�, 1 ��I" � SS-�
IF A BUIL�ING TRAP IS REQUIRED: --- BROOM RNISH PERPENDICULAR TO WALK
SAWCUT LINE - SEE DETAI� SS-6 TRENCH WA�LS LAID BACK PER OSHA REQ'MTS COVEftED PERFORATEO VENT OUTLET (3" MIN.)
SEE PAVEMENT SECTION DETAIL SS-5— r� PRESH AIR 1NLET 4" CONCRETE - SEE CONCRETE
OR SHEETING A.O.B.E.
i2" a o 4 SPECIFICATIONS - DWG. 55-7
ORIGINA� ASPHALT 4" C�EANOUT P�UG
WEARING COURSE(S) ��IN PVMT IN TURF b ' 6" X 6" N0. 6/6 WOVEN WIRE MESH
4" TOPSOfL, FERTILIZE, �IME, SEEO AND MULCH ' ' EXCEPT A.O.B.E.
PAVEMtNT BASE COURSE -
STRUCTURAL (SEE NOTE 3) 6' , ° . BORROW: WELL GRADED INORGANIC j 4"{MIN.) ' . • Q•. ` 6" GRANULAR SUBBASE COURSE
SECTION �SUBBASE COURSE iz. ° , \\\\\\\\ NYS DOT SECT. 304, TYPE 2
A.O.B.E. �L(SEE NOTE 4) �� GRANULAR SOILS AND/OR ROCK, 3' MIN. W y y y /�/�/�/�/
� ) / / / / COMPACTED TO 95% STANDARD PROCTOR
MAX. 1-1/2" SIZE, NOT MORE THAN �"''FINAL GRADE � 2'(MAX.) 4'(MAX.) NOTES: j\\j\\j\\/�
? 3 207 BY WEIGHT PASSING #2D0 � (PLll5 BACKWATER VALVE) ��/��/��/��/ SUBGRADE C6MPACTED TO
ORIGINAL SllBBASE COURSE � SIEVE.OR NATIVE MATERIAL, A.O.B.E. IF NO INSIDE CLEANOUT: 1 4" RADIUS EXPANSION JOfNT SPACING - /i\//i\//i\//i\//�\ 90� STANQARD PROCTOR
� � (USE VIBRATORY COMPACTOR WITH 12" LIFTS) 4° WITH RISER TO GRADE 4" CLEANOUT PLUG S �
FIMSHED GRADE 6"(MIN. 26'-25' O.C.
w PIPE ZONE BACKFI�� - GRADATION SHALL 8E: �` SEE DETAIL SS-5 FOR PAVEMEN7 CONTROL JOINT SPACING - TYPE � - TYPICAL PEDESTRIAN TRAFFIC LOADING
N ���� W "WELL GRADED SAND WITH 3 4" MAX. PARTICLE 111 I I I I 5' O.C. NOMINAI.
OUTSIDE CROWN f � � ANp GRAVEL SUBASE REQUIREMENTS
� SIZE AND NOT MORE THAN 10� PASSING #200 TO PUBLIC SEWER ',\��j/ \/� \ CROSS SLOPE - t/8" TO 1/4"
PiPE SPRINGLINE
SIEVE (USE VIBRATORY COMPACTOR WITH 8` LIFTS) �2% (1/4 INCH/F7) BUILD4NG DRAIN� y�T�,�\y/�\/� 4 &" MIN. PER FOOT (MAX.SLOPE 1:50 T1P.) BROOM FINISN PERPENDICULAR TO WALK
�%����i ��ii� w} PIPE ZONE BEDDING - FOUNDATION STONE (MIN. SLOPE) � �/ ��% ( } TOWARDS STREET OR A.O.B.E.
i��i/ /��i� I ��\\���/�/��/ MAX. SLQPE ALONG FHE LENGTH Of
BOTTOM 0.0. '�� � ���:ii% a+ TO CONFORM TO N.Y.S. DOT. STANDARD (SEE DETAIL SA-3) /j��//�/�//� 6" CONCRETE - SEE CONCRETE
������� �n �'���� ' SPEC. 703-02 COARSE AGGREGATE . �//j�/./� < THE WALK SHOULd NOT EXCEED 1:12 e �o a SPECIFICATIONS - DWG. SS-7
IF REQUiRED: IF REQUIRED (SEE NaTE}: 'o� �� . / CAST-iN-pLACE/SLIp FdRM CONSTRUCTION JO�NT D£TAILS TO BE
(SEE NOTE 2) APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, �/�j�/ „ . o�� CONCRETE CURB SUHMITTED AND APPROVED BY °q
UNDISTURBED SUBGRADE OR COMBiNATION "Y" AND 1 8 BEND WITH CLEANOUT OR RUNNING TRAP ���/��%� // oe - o � � o SEE CONCRETE SPECIFICATIONS - CITY ENGINEER �- o.
I.D. + 3' MAX. � �� .00 � o °..o 0 0:
EXTRA FOUNDA710N STONE A.O.B.E. / /�
�, � . . o o a DRAWING SS-7 SIDEWALK WIDTH TO BE 5 MIN. OR
FOUNDATION WALL �,j o a' �� $ . o ` , ...$o° AS ORDERED BY CITY ENGINEER � ' 6" X 6" N0. 6/6 WOVEN WIRE MESH
APPROVED SLEEVE THROUGH �� �g 9F; GRAVEL COMPACTED TO � ' '.
NOTES: BASEMENT FLOOR %// o°o0 7. �.�° �'' ° a 95% S7D. PROCTOR p 8" GRANULAR SUBBASE COURSE
-- --- FOUNDATfON WALL <
3. BASE COURSE fOR PAVEMENT: CQNFORM TO N.Y.S. Z � p Q � g ��,(`\� :°o� o°'� o � ✓ �/,(� ��/ / /������������� NYS DOT SECT. 304, TYPE 2
1. SIREET OPENING PERMIT IS REQUIRED � 5' j��� � �' � �\/���%T�����i..� ��\��\����� COMPACTED TO 95� STANDARD PROCTOR
DOT STD. 703-02 WiTH FOLLOWING MODIFICATIDNS: /�/� o �j�/ i• �a�' \— /�/�/�/
z �\ � �� ' SUBGRADE COMPACTED �//�/��//�/�
2 FOUNDATION STQNE - N.Y.S. DOT STD. SPEC. 70..-02 2-��2" SIEVE - PASS 1007 BY WEIGHT � NQTE: EXPANSION JOWTS / ,��/� � ��/�� \\\\\\\\\\ SUBGRADE COMPACTED TO
51ZE DETERMINATION #1: 1009 PASSIt�1G 1" SIEVE, 90-tOQ% PASSING 1-3�4" SIEVE - PASS 95-100% BY WEIGHT �I FOOTiNG SPACED A�ONG CURB 10' O.C. ����\y���������\ ROC OR TANDARD �i��r��i������� 90% STANDARD PROCTOR
,/2° SIEVE, 0-75% PASSING 1/4" SIEVE 3/4 s�FVE - PAss so-�s% i° , w�Ax. �-���"'1 TYPE 2 — VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS)
t/4' SIEVE - PASS 25-45% 6" BUILDING SEWER(TYP.) � r 4" BUILDING DRAiN(TYP.)
OR #40 SIEVE - PA5S 10-259>
SIZE DETERMINATION f/2: 10Q% PA5SING 1-t/2" SIEVE, 90-100% PASSING #100 SIEVE - PASS 3-12�
1° SIEVE, 0-15% PASSING 1/2'� SIEVE. 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO TYPE � �URB CAS�-IIV-P��CE1SLI? FORM COIVCRETE AT TURI GENERAL �ESIGN CRITERIP. �QR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRWGS RiGNT OF WAYS:
NOTE: THE CItY dF SARATOGA SPRINGS DOES NOT REQUIRE BUILDWG TRAPS. REFER TO THE NYS PLUMBWG v �.) Si[�EWA�KS �nUsr BE PLncED iN THE Puetic RiGHT oF wnv ar THE aROPERn uNE.
GRADATION/SIZE DESIGNATION TO BE DETERMWED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2 2.) SID[WAIKS MUST NOT DROP DOWtv' WHEN CROSSING A GRIVEWAY.
FIELD CONDITIONS. CODE FOR ADDITIONAL INFORMATION. 3.) SIDEWALKS MUST NOT EX7END ACRO55 PUBLIC STREETS OR ALLEYS.
N.T.S.
P� P E TR E N C H S E C T I 0 N B U I LD I�G D R A(N L A YO U T N.T.S. GEN 1a)LAL�L S DEWALKERNSTA�LLATONSTMUSTNBESDES GNED BYTArJPROFESSOIONAL�ENGINEEiRHPL�NS MUST BE A PROVED gySPRIE COUNTY COMM. OF PUBUC WORKS.
2.) SIDEWAIKS MUST BE PLACED ON THE BACK SIDE OF DiTCHES OR 8'(MIN.) FROM THE EDGE OF SHpULDER.
N.T.S. � 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE iM19TH �RAINAGE.
APPRavEn: CITY OF SARATOGA SPRINGS, NEW YORK owc No A�PRovED: CITY OF SARATOGA SPRINGS, NEW YORK owc No APPRovED: CITY OF SARATOGA SPRINGS, NEW YORK W� No APPRovED: CITY OF SARATOGA SPRINGS, NEW YORK owc No
i/13/2010 if13/2010 1/13/2010 1/13/2010
PLANNING BOARD DATE STANDARD QETAIL Pipe Trel`1Ch SS-6A PLANNING BOARD DATE STANDARD DETAII Building DI"Gln SA-7 PLANNING BOARD DATE STANDARD DETAIL TyCJ� � CUr� SS-i5 PLANNING BOARD DATE STANDARD DETAIL Concrete Walk SS-8
* �ETECTABLE 6" CURB (TYP) R'�'`N r
TEXTURE 5' MIN.- CONCRETE SIDEWALK VARIES WITH
WARNWG R.O.W. WIDTH
E.J.(TYP.} ::
CONCRETE SIDEWALK-
TYPE 1 AT NON-VEHiCLE TRAFFIC AREAS
TYPE 2 AT VEHICLE TRAFFIC AREAS
(SEE DETAIL SS-8) ' ._ � -'---
3'-6"MIN.
,i�i ii
EXPANSION JOINT FLUSH _�__.z� 5'MIN.
�(FULL DEPTN OF REVEAL
CONCRETE) VqR�Es w+T % � 1:12 MAX SLOPE MEASUREO PERPENDICULAR TO CURB
R.O.W. WIp �
h .��d# "' TURF 7H
�� ���� � - �'� TRANSITION CURB (TYP.)�
� .. ;�,�/-i
��- ASPHa.�T oR,v�wAY —��' __ ,,�;� ���� - - PEDESTRIAN CURB RAMP - iYPE 1
,-. , �
/� ' '~ WARPA�REA {BaTH AT STREET ��GRNER N.T.S.
' 1-�' REV;A�(MAX.) � SfDES)
_ t F GURg 1��E
k�'� �' ASPHALT APRON --� Sy�S1�� w�DjNpF FR�N 7URF
EXPANSION --� pRr�q R`vE�P� LS% r � �-HEAVY BROOM FINISH
�� �y N � CONCRETE SIDEWALK -�/ FLUSH RFVEAL CON.RETE SIDEWALK
JOINT /�� q --j M`N, D��DS �s -� ! FLUSH REVEAL
/ pqp��S 5 �� �'' pAPX �STREE7 ��ETECTABLE TEXTURE -HEAVY BROOM FINISH !TYF '
� � �� � 5 l .� WARNING��- / � �WARNING�LE TFXTU�E y �� �-� �6 CURB (TyP)
� ����i'� -' 6., CURB (TYP) „
��'�� --� .�����''��{ ,�. : �3'-6" MIN.
L TAPER CURB ��ARIES W�������i-�'`��3'-6' MIN. 5 M��, '-� 3' TRANSfTIOfd CURB
R G'N w�� � RANSITI„N CU�6
6" CONCRETE CURE H
DROP CiJRB �-1T RESIDE�!TIAL G�RIVE�N�Y PEDESTRIAN t,URB RAMP - TYPF 2 PEDESTRIAN CURB I�AMP - IYPE 3
��.. �� ---
� - �� - - � � - � A I S�IU�VVA��K �d r.s. %�1 GRA�S �TRIP �� � �.
N.T.s.
*DETECTABLE T�XTURE WARNWG ?0 BE IN 7HE FORM OF DOMES AS SPECIFIED ON
NYSpOT STANDARD SHEET M608-5R2 SHOWN ON DETAIL SS-11.
. VEPofY LOCATION(5) & TYPE OF DETECTiON WITH CITY ENGINEER.
aPPRovEn: CITY OF SARATOGA SPRINGS, NEW YORK oWc �� ApPRovED: CITY OF SARATOGA SPRINGS, NEW YORK owc No
iJ13/2010 STANDARD DETAIL i/13/2010 STANDARD DETAII
PLANNING BOARD DATE Type 1 Drivew�y (ReSIU�2n�IC1�� SS-12 PLANNING BQARD DATE Pedestrian �UI"�J I�CII"71pS SS-10
UBDIVISION APPROVAL:
HIS SUBDIVISION IS APPROVED UNDER AUTHORITY OF A NOTES: BY REVI`. M c A I i i s t e r. 2 �O t S U b d I V I S I O I1
ESOLUTI�N ADOPTED ""� _ 1. l T /S A 1/l OLATI ON OF THE {
" � NEW YORK STATE EDUCArI ON 313 Jefferson St., Saratoga Springs, Saratoga County, NY
Law SECTI ON 7209 2 FOR Tax Ma 178.52-2-19.112
Y THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. ANY PERSON TD AL T�R OR P� #
CHANGE THl S DRA tM NG UN-
DERSTHEEDIRECTAON OF UA- SUBDIVISION: SITE DEVELOPMENT DETAILS S-3
CHAIRPERSON ENG�NEER. PROFESSI ONAL OCTOBER H, 20ZO SCALE� 1�� = 2O�
� � � ,^� � 2. ONL Y THOSE DI?A IM NGS BEAR-
�f� q m ��`• � l NG THE STAMP AND S/ GN,4-
:4-, �- . �a�D E SIGNED REDEH�VE BEENNAPPRO�EDN ENGINEERING AMERICA COMPANY
, BY THE ENG/NEER. 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340
3� ENG N ER NG�AMER/CA co. TL Y
TONYA L. YASENCHAK, P.E.
PROJECT�Al'A:
.
Project Titfe; McAllister-2 Lot Subdivision
McAllister Subdivision: Vicinity Map (with 300' Buffer)
� � NEW 6" PVC SANITARY NEW 1" COPPER UNE Proje�t Locatifln: 313 Jefferson St.
� �., �
� � �
� � �
. ���
� a \\�� \.\\\ ��:�.�� � ����\\.�.����\ ..\ � :: \.. .
..� �, ,' ���:��` . �., �. ���� ;:�� , �c; ', ;.�', , SEWER CONNECTION
\ � .�.��. ..,,� <. � „ °:.., � � ; O�O���O��. \ s \\�.� � WATER CONNECTION
� ,�\:,,...� < � �� � �_
�; "� ,, � ,, \ ' �.:. �� `�` �\��� �`"' ��`� � W REPAIR SIDEWALK AS NEC. NEW STREET TREE Nflrth�Nest corner of Jefferson&Taylor Streets
,\ �\�� � ,.�� , � �� ��. � , . .�� \\ �\\\�\O�. � �`\ �.. & w AT NEW DRIVEWAY (ACER RUBRUM-RED MAPLE) Pft�J@G�C1Wf1eC I A�(�IICSilt:
\ ��o�� � ` �� \ ���� '' . �\�`... ,;\\ �_
���� ;����.�� , � ...�� , , ,
�, ; �. � � N W TREE TO
�����,..,.r� \��� \ �� _
ATER Mq� AT 100' FROM EXISTING �J�CT18S MCAEI[StBf
� \ • . � � \: � �� 1� BOTHCSIDESEOF NEW DRIVEWAY ARDS WEST �� RUt7lSOt1 RCI., LI�IIB SIIV9i", �'�I�1 O1�r���
�,,� ���� ; \ '��\�� : �: . ..� � � , , \ � e���\\. ' - -_ W W EXISTING TREES BETWEEN S 6NE WALL AND
�3 ������� �
� .,, , �
..... • _
� a � ��, ��� �� � _ �„ ;\ ,.� ��\� ���' ����, ��'d����� � SIDEWALK ON TAYLOR ST. HALL BE PRESER D.
� � " '
� � \ ;� �. . , `� I �� ������,�; RY�E�_ W EE PROTECTION MEASUR S SHALL BE TaK fLq�p#: 17$.52-�-'I�.112
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_ e� � ��NING REQUIREMENTS:
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� ,�\\\ $ ��n�re e �� C�� _ _ fi Minimum Lot Size� 6,60Q sq.ft
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� .��..�� �.\����� \��� �\, �� Lands n/f 7-� -_ _
������.r..., s \�����\\. <.�\�Q\.,: . ��\ �., asphalt exlftin9 concrete • � W aspholt road /J �"T � �_ W ��,� � Mtl1[I11Ui7T}kV2t"�LJB�tf�X�l �'S�
��\�� � \. ' . ;.:i� � .: :. drive y �_. _ 1 _ _ _ �. OV2f .
° � , Ilse De Vee7' & wa -� sideW u� -� Maximum Buiiding e o
� � �9
; ` < ;;�,. �r.� ��� � � :: . ° S80'10' � o�k �, . o� � 4g Pnncipal 8uilding: 30 lo
� a � ���� . ,.. " �„� .�::. . ��:_= Elayne Lzvote iRF � _ 2 E �x� �'�'�'�' '' �9ti� ---� - -_ _ __ manhole Aceessory Building: 1fl °fo
���� '� �' �� � Instrument 20>50326>2 � �32.oo� $t�e -�� -_$,
� � � � \ # 1 �---. � � Fro tard Setback: 10.t1'ft.
� � � ' `` �q9 8 -`� catch basin �
�\ � \ .. � \\ 8.7' � 49 -�� modffled f�BBf. �.�' ('�.
�, � �� , ; � \ �� �� exlstin9 concre curb ra p � 3 Each Side: 28.0' �f
1
� �. �\"� ��z, � Q 8raewa�k Total Sides: 20.4 ft
\ \� \ ,� \�\ '\\ �����\\ � O 3 SSO��Q' + /
` � i' � . � \ \ �\ t�;i� a 'E relocated �. Princi al Buildings:
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�� �� � �, :�`��' � \ \.,;,
\ \ \ \\\ �\\� �BENCHMARK 1 34.1 a 66.Q�� si9� STONE WALL NOTE: psi
\� . . ;�� � � \�.,., \ NAIL IN TREE 3 LL PORT10NS OF STONE WALL PV�(]l. 'I F1QOt'AC�� �� 5tQ!'y}- ��{�SQ.�f.
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� , '���,; ��\\�� � � � a � •... P��in, 1 F14carArea 2 sta : 74fl s .ft.
�,� .,.: • �\ "sa�� �. �. . \\ \ \ \� \\\��"� �� ELEVAl10N = 500.0 > � IN THE CITY R.O.W SHALL REMAIN { �,+� q
� �\;;.. ��; �c : ? '\.. . � � �� �\\ \� � � I 'r a UNCHANGED. ANY MODIFICATIONS
....� .. , � ,',' � � . .\��\o \\: �\ � w E
�,,_�.�\\�s \, \ �\...�\.
� , \ �\�. : , \\ •< \ � \ �� .� � � ; Maximut�n Hei h�: 60.t�' ft.
,.:�� �. �.� :� �: \�.��\.,.. �����\ �,.:.\. � TO WALL IN R.O.W SHALL REQUIRE �
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'� ` � _.: �. \ <..� \\ \.. . \. ,. �' Y �. ...�.�� 6. �9inimilm Gistance to Accessary B��ifding:
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_ ; , �<, : � . \�\ o a � a AC z Pr�nc� al Build�n 5.(7 ft
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,..�\ � �. �, �: � � .:�, �. �,�; \ ;\ � ` ete� ' � u iuty. S€rie Laf Line: 5.t1 ft
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.�,�.� \ . �.; .. � ��.: . �...,...� � . ,. . .. \ \ �� . ..., w . . e . ... o � Q Rear Lot Line: 5.t�'ft
- . ' s .,�,� \ .. > \ . , .,. � � . .�. � \ \ . .,,... . Assumed Existm � E _ MODIFlED ELECTRIC CABLE UTILITY
\�..�`� . . �., ; � :.,� ��,.�;, ,. �� <,,:, ,_, \.. �a.�.. � ;, �\ . .\. \ \\\ \,,::. i , 9 . .... l7 �Z 3 �
O0^ Septic System � O E Q � CONNECiION TO EXISTING HOUSE r�. (V�€i13t1lUtl"1°�o �4�t4 �@t7t�itl �2fIT78���2: �rJ°�ca
October 16,2020 �.2.25� � � t be isconnected �
1 O i • y a PROPOSED � ,,. �. �� � (U1ILITY LAND EASEMENT TBD)
0 0.01 0.03 0.05 mi I^ Nj p '
' Counties ; Towns ' 2019 �� + +�-f f �-� o o , � "� m� NEW HOUSE °� a W ..:._� ��, 3 0
0 0.02 0.04 0.08 km Z � � (size & Iayout tbd) � ' NEW CONCRETE CURBING
EX1STIhIG SITE. 313 JEFFERS{3N ST.
1 I UI�� vvsirscisr���amom�e �� W � CT- ..' V '�. �0��tZ@_ �.4t� aCC2S
C t 0S ages LO T -`" NEW PARKI AREA J p I �_ �
Z EXIS7IN w
� � DRIVE AY I �. �iU��� 8 L/1EI4���1: ���_{) �.
�`i AREA= J � (new� LOT 2 �' RElrl a _ . s " 1 � corsi ECiION�R 3. B��ildingGaverage:
� �' TO BE CONNECTED PrincipaE Buaiding: 1(}2°la
0. 3�+ ACRES 3 �� AREA= - - 3 TO NEW HOUSE �c��s���,� �„k�d;,��: �.��,a
w c%� a o NEw s�EET rREE: 4. Yard Setback:s:
(ADDRESS: # 1 Taylor Street� Z o M ACER RUBRUM-RED MAPLE)
o � 0. 156� �CRES � o �� � (� �r���: ���_�°�rrs�.�°�
NEW 6" PVC SAiJITARY CONNECTION
deck N i� (ADDRESS: 313 JEFFERSON "� � � ° NEW 5'0 CONCRETE SIDEWALK Rear: �None-2 sides}
ao.�' stePs a 43.4' a o .-� # o �o � � Each S€de: 44.7'ff&8.0'ft
teps �o o n� � �j� T�ta!Sides: 48.7'ft
}{ 5'-0 GRASS AREA
S orch a V 1 5. Prir�cipai BuiEdin�s:
,�z;'<=, �I'T'Y(7��Ai�ATt�GA�PRINGS s���,�a�E�f,�,�,i<«�cna�r a PROPosE� � � 1 �Ic�c�r Are�(1 s#ary): 1,367 sq.ft. (+!-j
� Pieith Kapian �trarr � Q si
NEW GARAGE N W 18'-0 / NEW STREET LIGHT
�' �C9NIl�iG�C3ARC?Q�APPE,faLS rem,nce C,a�t�g�Y � Helg�t�: <3�7'f�
CE�ea iGrev IRF (size, location & PAVED DRIVEW Y
�' � EXISIING GAS CONNECTION
` � '� MatthewvGuc<h -� layout tbd) 2 ICLE PAR ING �. �tTlEt7tLitT1 dlS�eiR�CE t0�:GC255O1� �U6�t�'ll��:
C:r r r k i r u 4 7 4 8 a�n r,w,�i Lands 1Z/f /V 8 a g 9 � � ) y � TO CONNECT TO NEW HOUSE
�:� cr,����„r����r����, ��1�'20�• s ; Princ€pa( Bui�ding: 31_6'ft
,� Sntv,rc�r,r 5�u�ra�,N v�Y=��e i2�ab �Q57"I'27L M2LL21' �C w S tt �� � N � I r
z =�� �H;sis-s���ss� ��>s��-sx�-��sa� �a��sn„���n o � m er � .�' � ° Frant Lot Line: `f3.6'ft
+nvrrF,,,nfwr�C�a,t�N.;s.c��c� K.�thfeenCYCormar.�leerviatcs Christine Miller _� G 4`}•�� L' ' NEW 18� WIDE DRIVEWAY
Instrument 2007027593 8•0 � c & C U R B C U T
# roof 132. � `�' G �-.12'-��E Y .. �� Rear lot Line: {ncane)
>;;.�,... u � Side Lat Line: 1tJ.8`ft
#�020t?i�87 �'�9e � �'�R�.TBqCK o � �. °lo Lot Fermeable: �6 %
/NTNEMATTERc7FTN�',dPPEAL t7F IR� 5p N �� � .'il�. J �
)�r���P.M���is��� ' l\ 80'1p'20" S :..G3. � � PROP�SEQ NEW 1�XISTI�iG LQT. TAYLOR ST.
3I3)����asc�r�Sr, c I 1. Lot 5ize: t1.28�cres
Ss,ra.a-rc�c�a SPRiNcs�dY I2866 ° 66.00' � a r 2. A�,rerage W[dtl�: 118.f3'ft.
1 �` 3 o MODIFIED GAS LINE
« CONNECTION FOR EXISIING H'OUSE �. BLiII(�ttlL,)CaVf.'(�t�B:
501 � �� (UTILITY LAND EASEMENT TBD) �C7tlCl(?�I B�IfIt�lC1J: '��.� �/o
fE��arri �1�� d�t�rrtiin�tiQ« of th� ��Fiidir�g Insp��trn' invvlvirt� t}�� prer�is�s �k 333 jeffer�vr� S� in �h� Cfty c�f �
� � Accessc�r� Suild�rtg: 1.7 °fo
Saeatoga 5pE�r��s,New Ye�rk being t��arcei siumt�r I7$.52-2-(4.#12 0��th�R��aticssr��eni Map of said CiCy. �IPF � �
NEW STREET TREE �" ����������k"�"
7he appelfant having applied far an�-�a va�-ianee ui�der Clie.Zanira�fledinaF7ce c�(said�ity ta pee��iic a Cwo-lot LCl7LC�S 12/f � (ACER RUBRUM-RED MAPLE) �€�Ytt: �.�'���
s��t�d�isio�t r�f�singl�-i:�rni[y resid�n��irt UR 2 Dixtri�i�r�c�putaiic npcic�ta;avir�E�e�n duly giv�r��E a ti��ri���n ��i� HOL(L�272gS LLC � Re�C: $_(3'ft
said appiicacian held an the 3rd day of fiug�Est thrpugh the!4th day nf September 20��1. InStry"l,�m,gn,t# ,2Q�6Q,2�8,26 � h� STONE WALL IN CITY R.O.W EdC�I SIdB: 4Q.t' ft$�4�.4' (�.
I� r SEE NOTE ABOVE Tota!Sides: 84.1`ft
in eorisici�i�a�r'rc�ri nf et�e k��f�nce b�tw�er���:rr�fre tt�th��ppiic�rtt,wicl7 c��crirt��nx tr�th�heal�h,s�€�c arlci weif�r� � a � 5. �CtC1Ci�?d� B�Ul�dit��5:
�f th��mnit�nity,i mz�v�that rhe fca((owing�r�a variance{c�r the f�lic�win�amounk c�f refi�f_ � $ 1 s€��C7Ot"f�["2a(1 SfOr}�}: l;367 SL�.�. ({i-,�
IRF ' = f�@l�hf: ���'f�
____..__...._....... _._.._._._ �_..__._� ___��__...___._._.___....._._.. . _..___..... ._�.._ , I RF
����R�c��,���r���vT Q�sr�,c�rD�M�n�s;o+v�.,� ; Paap�s�� Re�i��ec�c�uesr�a . q 6. �,�inim��m C}istancetc�Acc�ssory Builciing:
o ,
R��u�a�r���v-r Prin�� a( Build g_ 31.6 f�
� � - Front�Lot L€ne:i� 13.6'ft
............._._._....---___._____________......................_.................._.........._.....__-_._._......__r__.__..��____�____..._.__.__.............._-_.._.._...__.___,
Mi��r�urtR�.a�ra�t�s�rs.ac.� 25' I �` G�` c�R 68�% Side Le�t Line: 1{?.8'ft
_......__..._....._.................._..._...._......______.._._....________._......_.........__.._......�........._._...._._..........__._...._.._................___......_......._._......_......__..._....; IRF
3 Rear Lot Line: 71.2'ft
As per the su6mieced�+lans r�r 4esser dimensions.be apprrned for-ch�falle�wing reasans: �' � I � 7. °la Lot Pernieable: 72.5"
i. '3�hs applica�nt h�s demanstraLec� 2his henefiC c�nnrst bz achievad L�y oCher n�eans feasibie tr th� IRF �� �l CBc�Cj�BCf�S��f��C�C W�5 C�Cat1�2t��}���t@
applicant. The appUranfi noeed thac rh�cui•rent house�fready ex3scs,and nothin�is char,gir�g wrth�h�
ski�ucGui�e. Naving a po��cian af tl7c house r�emoved qr Ctrte hause rnav�d are not viat�le aptivns ar3d no �- �Ify Of��C�tflC�� ��J([tl�S�Otllfl� �flaff� Of
ar�dicional pruperty is xvatlabf�(c�r pin�ct�ase. � A(3�8��5 Otl �/'��r�f����Of f�l@ �XISt[Yi� C85E�8t1C9
iPF as it remains built&unchanged
2. The app€i�ar�t ktias d�mar7strated chat grar-�eing tl�is varianc� w3ii nc�c crcaee. �ri und�sir-abEe change in {App��l#2�20Q087}
n�ighbonc�>od c#iaraex�t'or deerirnsnt ta n�rby praperties. The Eiaard nUtes that no ehan�es are�eing ohw r
rna�de ta the existing h�«se. �
PRL?P�SED NEW LOT: 3'i3 JE�FERSt3�V 5T.
3. The�c�a��I rlaes find the variaryc�cQ t�e�ubsfaneial eU wh�t Ss s��cifically ali�swed,#�ut nates tt���-�lief
1. Lot Size= t7.19 acres
r�{uesced Is mfciga�ted by x.he f�ct thaL na�hing is pre�pased ta 6e chan�ing in eerms of che existing
h4use's siz�and p�-c�ximity to its neigh6c�ri��g praperti�s. 0 2. /�VBr�I���d�f�: ��}.�1��.
hw 3. PrQposed Building Coverage:
d. Th� vari�r�ce ix ht�ac��ht �6e�uc t>y the �hange frvm bein� � carn�r 4ox, tc� a rior,-carner Icst; na �(I(1C(�31��llf�f�ER�: ��.{�°�o ITI�X. ��,���8£�.��_tf-}
incr�n7enra}envirs�rrtmentai c�r pl7ysica!im�act will rc�sult fr�m chat c(-�ai7ge. � � � RCG28SEJC'y`�€11EC�lf��: '��.�% ETi�X. ��S2J�SC}_�. �/-�
$. The:�lleger�ciiffltuiCy is selt-cr�t�e!insofar as th�:�pF7licant d�5ire?x La�:r�aY�a twa-lat sub�Jivisiht�for � �. �B�C� `�J2tf�c"1G�4:S_
makin�the properry n3ore desirat�ie,b�.�c rhi�is not necessarily facal xa zhe app(fcation. �1"Otl#: '��.�5'f�. tTlttl. f8C{.
� � Rea��: 2�.� �t_ r�in. r�q.
LJ� �1� 1 d � Each Side_ 8.� ft. rr�in. r�-
Totaf Sides: 2Q_C� ft. rrain. req-
McAllister Subdivision. Site Location Map �► �'• 5. Principal Buifdings_
� 1 s{�(oc�r Area(1 story): �flC7 sq,ft. min. req.
� .., o IRF fRON ROD FOUND
� ,..:. ' �_. 1$�Flor�r Area{2 story}: �Ot�sq.ft. rr�in. ret�-
�
�� ,` o IPF IRON PIPE FOUND ^ Neighi: <3Cl'Ft
� o IRS IRQN ROD SET
� UTILITY POLE w 6. Minirr�um D[stance to Accessory Bz�ilding
Condition: '` o00o STONE WALL � �
: �;
� Princf al ��ildin : 5�'ft min re .
I. F�rea variance onl a lies to ehP existiri hnuse. I!tl�at structure is demolished,this var�ianr.e would he � '�� �� � � � �
Y pR � ,' � x WIRE FENCE w �ront Lc�t Line: 1C�.C�'tt. min. req _ -
vo��ied. o CHAIN LINK FENCE w Si��Lot Ltne: 5.0' ft. �tin. t'eq.
�\>; . ❑ WOOD FENCE w Rear Lot Line: 5.C3'fi. �in. req
Note:
I. l�fegative SEQRA C3eclaa-atian issued by the City P{anning Board,dated Ji�ly Ib,2020. F.P. FONCE POST � 7. °/a Lot Perrneab(e: 25.fl°ro CT][Cl. 1"�C�.
;: :� �_ ' ,
< �" -ohw OVERHEAD WIRES w
< .
'`' � � ; n/f NOW OR FORMERLY q
_, �,,. � �
.: ;_. _.... e_______
��`� '� � DECIDUOUS
Adapced 6y the following vote: `t,�,s' TREE
`� CONIFEROUS
�
AYES: 5(K.Kaplar�,�.Sirnpson,C.Mills,C.Grey,T.Gallogly� � � TREE
. , � ----w---- SAN TARY SEWER llBDIV3S1�1'd APPROVAL: PROJECT#20200754
I�IA�'ES: 0
. ��
: .
..
:,,. ;
.;; --- STORM WATER '
[�ated:Septemher 14,2020 ;: HIS SU8DI1.�(SiON IS f-1PPf�flVE�17f�1�ER AUTH�F�ITY C7�A
Tn�$�a��a���sn����Xp�r� i e�,9�x�,$foiiaw��g�n�r����dat�ar su�r,a���������,i���xn�{,E��ssa�bU��d��� � � G RAP HI� S C ALE 0 r i g i n a I s u r ve y u s e d b y E n g i n e e r i n g
�saLu�r�c�a�c�TE� ��,�" ��'��
permit has bePn issued and actual con�teudian begun as per zao-a.s.i. A m e r i c a C O. �W I t rl p e r m i s s i o n E°
20 0 �0 2o ao ao Y THE PCAf�hll�1G BOARD Q�TH �SAF�ATGGA SPRINGS.
I hereby cer�tify the above to be a full,true and correct copy of a�-esalution duly adopted by the Zaning Board g I`Cl Cl t e C� b y R u s s e I I E. H o w a r d) t O
,- �
csf Appeals of the Gty of Saratoga 5pr•ings on che daYe a6ove rr��ntioned,fiv�memhers of the Board being <�, ` C I"2 Q t e a p r o p o s e d s i t e p I a n f O r
pi-�s��t. °��� �� � ; application to City of Saratoga P��so[�
; ( IN FEET ) � s
�,�, :� < ���������,���� ,;� Springs Planning Board � � ��
; 1 inch 20 ft.
�. ,, for Subdivision Approval �� :� � �
5,r;unr[-fze: � � "� �,',I'20�0 . �
�;�'r � ���,�, DATE SIG�7E�
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oocober�s,2020 �:�8,056 NOTES: BY REVIS '
D 0.1 02 0.4 mi
� McAllister: 2 Lot Subdivision
� �. � T � s ,a 1/l OLATI ON OF THE t LL E. HOWARD 313 Jefferson St., Sarato a S rin s, Sarato a Count NY
0 o.t� 0.35 0.�km NEW YORK STATE EDUCATI ON 9 P 9 9 y�
�,aw SECTI ON 7209 2 FOR Tax Ma 178.52-2-19.112
so�„�e,:Es�, �FRF ��rm;� �5�5 ,ntzrmaP ,N�R��FNT? NR�a� ANy PERSON To ALT�R oR 'ED LAND SURVEYING P� #
CHANGE THl S DRA IM NG UN- 1
LESS THEY ARE ACTING UN- SUBDIVISION PLOT PLAN S-�
oER THE Dl RECT! ON OF A ST., HUDSON FALLS, NY 12839
ENG�NEER. PROFESSI ONAL 7 87 47 M A R C H 8,
- 2021 SCALE: 1" = 20'
2. ONL Y THOSE ORA tM NGS BEAR-
�RET"oF THEMENG�NEERG�N E. HOWARD, PLS ENGINEERING AMERICA COMPANY
BY�HEVENG�N ERPPROVED JSE #: 50540 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-134�J
3� ENG NE R NG�AMER/CA C0. TLY
TONYA L. YASENCHAK, P.E.
�
� ��
O c� � �'
CAST ALUMINUM FINIAL AND Z � z k
ROOF SAME FINISH AS POLE � � � SEE PG. 1 OF 2 FOR FIXTURE � o
4ARC22T5-MDL03 LED: 64 WA17 �/j c J � & POLE DETAILS C� � c�
2200 COLOR TEMPERATURE, TYPE � a � � � a
5 DISTRIBUTION, 12D-277 VOLT ~
DIMMAB�E DRIVER z r�i � Z �.� Gl
ACRY�IC ACORN LENS O J �+ _1
i_ ST TWIS7 LOCK FITTER Z ,�-� I OOD Z � TREE PROTECTION
O � "� � (SEE NOTES)
DRIVER COMPAftTMENT � � � ^ - w
U �' � � � _� STABILIZED CONSTRUCTION ENTRANCE
ELECTRONIC PHOTOCELL <C W1 •� -� 3/4" CHAMFER CC W '� 8 wA7ERWMAIN�_
{�TREET SIDE) � /� �.� FINISHED GRADE � � � '- ___
�✓ SILT FENCE ALONG NEW
Z „ � � ZINC P�ATED ANCHOR BOIT ^ � �'---____ W
DRIVEWAY DURING INSTALLAl10N
� � � ASSEMBLY PER MANUFACTURER'S � � � `�-�-��9�yj,�y�E 1� W TREE PROTECTION (SEE NOTES)nON
� RECOMMENDATION
� N
O � � � 2" PVC SCHEDULE 40 � `Z 4J '--r-_ ____ 4g8 W (SEE NOiES)
� �"� � _ NO DIRECT BURIAL L1_ f--� ''"' �-�� � " -___ _� W
a O o � � WV �_ i ---______ `__ w Fre Hydrant
GROUND ftOD PER N.E.C. O -�
w � � � w a �-.- osPha�t ---�,� ; 3 ----- - -� o I
� '`� 4000 PSI CONCRETE BASE WITH � � +' ��W�y � w
O z � � SONOTUBE FIBER F6RM 20' DIA. C� z � � .(4 T �✓ �
� o ._ 498 -� ��JO R` ''_-- - I
Q O -� UNDISTURBED SUBGRADE � � � J � �o�cre e ��� " � w _ water valve
� OR COMPACTED TO 90% Q ��S �, f php
0 � E'� +' � STANDARD PROCTOR � � O +' /✓ aephalt 1 t�� �s road S-TR��T __ w �`,��
�* p Q" � 20° 0 � Ilse De Veer �C driveway _ 9 co� ate alde �°�' �urb - - � V
4"-3" DIA. TAPERED POLE Z �- � z � � N O S$ � Walk Cu �� -
� 0 125 WALL THICKNESS Q � � J� Z � � �32 2� nX� s re�n ��� '----- ____manhole
d. N 6063-T6 STRUCTURA� Q - -+ Elayne Livote IRF ��� � E � 4g
GRADE ALUMINUM C� �� U �Q� Instrument# 20>50326>2 ��� ���__ ��$�
H
POLE WELDED FOR SINGLE Q � � o > NOTES: Q � �Q j \499 r d �� �catch basin �
UNIT CONSTRUCTION C �Q-+-� 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE GTY ELECTRICiAN N +, 8.7� i 4g � modified � � �
� � AND DEPARTMENT OF PUBUC WORKS. (USE 120V POWER.) � �� Q � exj8tr^9 COry curb ra p � 3
W z Q � 2. TNE OWNEft/DEVELOPER i5 RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. W � a � 1 � C�eta 8jd Olk I
�\�.... � Z THE CITY OF SARATpGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. z � Q O I� p S8
/ = H H N 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE 8ASE5 AN� BETWEEN 6ASES USE 2" SCHEDU�E �- = H Q � � � � 3 Ct ��� �E relocated �
I-- � ��� 40 PVC NQN-METALLIC CON�UIT, UNLESS UNDER DRIVEWAYS WHERE SCNEDl1LE 80 PVC IS C.� ~ (~/� � BENCHMARK � 34.1 o GF), �� sign
REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND � -� � � NAIL IN TREE � 3 � I
� GREEN. LiGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH �--/ �
ELEVATION = 500.0' � d � �
O SYN121212HH02, TO BE OWNEO BY THE CITY FOR THE DISCONNECT NEAR THE BASE OP THE � � W � E a i 3
BLACK FINISH W � COPPERCGROUND ROD xNaHA DHO EGIN�RE A D CONDUIT FROM�HAND�HONE rOLPO�E50R B XH W � � � m � 'O�� SIp �� �, 3 � �
� �- Q PER NATIONAL GRID'S STANDARDS. IF CONNECTfNG ONLY ONE LIGHT PROVIDE WATERTIGHT � � i� , j � O{Q"� � RD SETg'�- �� 1
- I � FUSEHOLDER, FERRAZ SHAWMUT FEB-21-27 1P 600V WiTN 5 AMP FUSE WITN INSULATOR - � Ga � � i p�c pj`trt.Y � rt qCK Q ::.:.:.: ��, z � �
Q � BOOTS PART �RZ FSB7 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTiNG MORE � i unit O ,... ¢ ` manhole
ACCESS DOOR Z d - Q � � �W
THAN ONE LIGHT PUT A 30 AMP PUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND � � � � �
Qp # ( ) - � ��� � elect LT FENCE a P der roun o � I��
� PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB AA FUSEHOLDER WITH 5 AMP FUSE, IN z -� O `� meter u ility.'.'.'.'.' +>- �
`� � BASE OF EACH LAMP. RUN 12 TNHN COPPER, RED, WHITE, AND GREEN FROM BASE TO Q W � E 499 de tal.'.'.s �Q a
^^ �17" DIA. SASE, .750 FLOOR THICKNESS � W LS TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTtONS IN HANDHOLE AND IN BASE � w � i Assumed Existing E � i� 3
FOUR ANCHOR BOLTS AND ONE GROl1ND � � OF LIGHTS. TNE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER o Z O / Septic System � � f i Z
STUD (SEE PG 2 OF 2 FOR FOUNDATION � � z � WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THIGKNESS, AND LOCK WASHERS. � �-+ �, M � � to be disconnected SILT p Q �� o
STREET -� � � � � '""� i �"� m g �•
DETAILS) Q z \ a �� M r FENCE o U EW HOUE E � ��� 3
PHOTOCELL r� � � o � � � O i Q� (size & layout tbd) � 3
77° DIA. BASE, 12" DIA. BOLT � ¢ a � z '-7 c�2 O m �✓ . �qi" � o
CIRCLE, DIAMOND PRTTERN, FOUR W � � � ¢ p"' � Z ^ � � ^W � �j- �� � � �
1 2" x 18" ANCHOR BOLTS �+ W � �
/ � w � � ,W� � LOT "' NEW PARKI AREA � �' � DRISn AY i' w
ACCESS DOOR � � � � ' ` AREA- � � (new) LOT 2 �' REM D � a � i� �
�ATA�o� NUMBER: � � 0. 3>+ ACRES 3 �� AREA= � � � 3
PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK a a W ci) 8 0 � �
SEE PAGE 2 oF 2 � SEE PAGE 1 oF 2 � (ADDRESS: UNKNOWN/TBD) Z `"� ��
W �� 0. >56� ACRES � �^ :��� ;' � a
deck � , �
40•�' steag a 43.4' 8 o N'(ADDRESS: #313 JEFFERSON o � �
� � `
taPs h o Q� :�� � l r 1
,
S� orch a U � 3
SILT a a - PROPOSED �
� FENCE NEW GARAGE N W 18'-0 i
Lands 7L 'RF (size, location & PA D DRIVEW,Y � �
. ................. .
f N8 � ^ g9 layout tbd) (2 ICLE PAR ING) '. �: i
NOTEs: Darren Mtiller �C O•���20��w SO m er � a p' 9 �:.� � � � r
* AMENDED TOPSOIL MIXTURE SHAL� Christine Miller -'�� G ��• Z 1 � o
MAJOR TREES (STREET AND SHADE) SHALL BE U �
6E IN THE Fp�LOW1NG RATIOS BY VOLUME 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) Instrument# 2007027593 00; � a G �2'_O FEN E � i 3
20 PARTS TOPS01� g 132•OO� t+�5 ��E YARD " � � STABILIZED
house �5�� -�TBACK �. ; � CONSIRUC110N ENTRANCE
4 PARTS PEAT MOSS MINOR TREES (SMA�� ORNAMENTALS) SNALL BE 2�
2 PARTS PEAT HUMUS 2" MIN. D.B.H.
1 PART FERFILIZER (10-6-4)
N8p• I
� � SEE SUBDIVISION CONS7RUCTION REGULATIONS Sp �.� FENCE tq
FOR RECOMMENDE� STREET TREE SPECIES. � ���20'� SO .'�'3' �
� SILT FENCE ALONG PERIMETER
ALL PLANT LIST SPECIFICATIONS SHAIL INCLUDE THE _ � 6 .'. c � � ; OF LOT DURING CONSTRUCTION
FOLLOWING WFORMATION, TO BE APPROVED 8Y THE - , - - 6•OO' �•�• �� � � � 3 0
CITY OF SARATOGA SPRINGS: '.'.'.'.' i
.. i
�
-" BOTANICAL NAME HEIGHT CR TRUNK DIA. Sp I�
COMMON NAME SPACING - O�PF � ��� Ii � I
7 � ` TOTAL 4UANTITY /�
APPLY NA4ERWD�EOSTRRPS �AP- WOEENo. 10 GAUGE DGDLHO�d ngsf LLC �'
�
� STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG In$try`7,�qj7,gnt# ,`����j�,`��8,`�fj �I 'o�^
MULCH -3' MIN.
USE 3 STAKES FOR OVER 2" CAL �/
SAUCER 2 STAKES- 2" CAL. & UNDER - � o
r
_ i
FINISHED GRADE - � o
, r o
, _ � � �
AMENDED TOP501L IRF °
MIXTUP.E* c� a
IRF '�
N _ o
UNDISTURBED SUBGRADE
-�
_ IRF �
72" PIT= HALL DIA. + 24° ` ' o
TREE P�AI� TI�1G DETAI � �RF
- _
�.T.s.
aPPRovEn: CITY OF SARATOGA SPRINGS, NEW YORK DWG r,a 'PF `�
PLANNING BOARD 1/DATE�lo ST.ANDARD DETAIL TI"C2 P I G n+I n C� L-1 0�� r
0
. . . . . . � . � . ahk.
✓I
� �
SYMBOL q/�
WOVEN WIRE FENCE � W �
(MIN. 74 1/2 GAUGE �♦
� 10' MAX. C. TO C. W/ MAX, 6" MESH
� � SPACING) � �,s
��\ 36" MIN. LENGT+i FENCE CONSTRUCTION SPECIFICATIONS �
POSTS DRIVEN MiN. i6"
,. . �::�,� ; . ,-:�.. . ... .. . . : .:..... INTO GROUND.
� '�� ' '� - '�� �� ��-� 1. WOVEN WIRE FENCE TO BE FASTENEO SECURELY TO PENCE POSTS WITH WIRE 71ES
� ��. ;� OR STAPLES. POSTS SHALL 8E STEEL EITHER 'T" OR "U" TYPE OR HARDWOOD.
NEIGHT OF FILTER �
- ��'+' � �= 16" MIN. 2. FILTER CLOTH TO BE TO BE PASTENED SECUR£LY TO WOVEN WIRE
y W� � �� � w � � . • � FENCE WITH TIES SPACED EVERY 24' AT TOP AND MI� SECTION. . w
8' MIN. FENCE SHALL BE WOVEN WiRE, 12 1 2 GALIGE, 6" MAXIMUM MESH OPENING. �
w ���.� � � �r �1� W W. ;W.:W :W ,_ / .
F� W y �' � W W 3. WHEN 1W0 SECTIONS OF FILTER CLOTri AL�JOIN EACH OTHER THEY SHALL BE OVER- w
�� PERSPECTNE VIEW (APPED 9Y SIX INCHES AtdD FOLDED. FILTER CLOTH SHALL 9E EITHER FlLTER X, �
` MiRAFI 100X, STABiLINKA T140N, OR APPROVED EQUIVALENT. �
CO N STR U CTI O N S P EC 1 FI CATI O N S 36" MIN. FENCE POSt--� 4. PREFABRICATED UNITS SNALL BE GEOFAB, EM/IROFENCE, OR APPROVED EQUNALENT. �
WOVEN WIRE FENCE (MiN. 14
1. STONE SIZE - USE 2" STONE, OR RECWMED OR RECYCLED CONCRETE EQUIVALENT. � 5. MAINTENANCE SHALI BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
SYMBOL � t/2 GAUGE W/ MAX. 6" A4ESH "BULGES" DEVELOP IN THE SiLT FENCE.
� 50'MIN. EXISTING 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE SPACING) WITM f1LTER CLOTH 20"MIN. W
PAVEM£NT A 30 F007 MINIMUM LENGTH WOULD APPLY).
S'1 I F�`--� _ �- UNDISTURBED GROUND A
6 MIN. 3. THICKNESS - N0T IESS THAN SIX (6) INCHES.
EXiSTING _J FILTER -� MOUNTABLE 8£RM 4_ yy�DTH - iWEIVE (12) F00T MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT COMPACTED SOIL --
GROUND GI.OTH PROFiLE (OPTIONAL} POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) F4QT IF StNGLE EMBED FlLTER CLOTH 16"MIN.
fNTRANCE TO SI7E
50'MIN. . . . . . A MIN. OP 6" IN GROUND. ,
- 5. FlLTER CLOTN - WIL� BE PLACED OVER THE ENT7RE ARFA PRIOR TO Pl.ACIN6 � � � � . - � .� SECTION OV EI W
OF STONE.
70'MtN.
EXiSTING 6. SURFACE WATER - ALL SURFACE WATER FIOWING OR DIVERTED TOWARD CON- -�
GROUND -1, STRUCTION ENTRANCES SHAGL 8E PIPEO ACROSS THE EM'RANCE. IF PIPING IS
� - IMPRACTICAL, A MOIINTABLE BERM WITH 5:1 SLOPES WILI BE PERAIITTED.
12' IN. 1 12'MIN. DlISTING
PAVEMENT 7. MAINTENANCE - 7HE ENTRANCE SHALL BE MAINTNNED IN A CONDRlON WHICH WILI
. PREVENT TRACKING OR FLOWING Of SEDIMENT ONTO PUBLIC Po6HTS-OF-WAY, ALl
PLAN VIEW SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO Pt18LIC RIGHTS-OF-WAY
. 10'MIN. MUST BE REMOVED IMMEDIATELY. SILT FENCE �.T.s. Original survey used by Engineering
8. WHEN WASHING IS REQUIREp, �T SHALL BE DONE ON A AREA STABILIZED W3TH
- STONE AND WHICH DR41NS INTO AN APPROYED SEDIMEN7 TRAPPING DEVICE. _ BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. AI'71erICQ CO. �Wlth permission
9. PERIOOIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIOED AFTER EACH g ra n t e d b y R u s s e I I E. H o w a r d) l�
RAIN.
APPROVED: C - - - � -��� ' ryT�TTTTlyCY NEW YORK ow� �o create a proposed site plan for
1/13/2010 application to City of Saratoga
PLANNING BOARD DATE ST, �I� t �enCe ST-13 Springs Planning Board
- for Subdivision A roval
tlBDIV1SION APPRC3VA�. PRC�lECT�202t�0754 P P
STABILIZED CONSTRUCTION ENTRANCE NTS;'� �������t�,��Q� ������,����Q����T���f�Q��, NorEs: BY RE roR: +
BASED ON NEW YORK GUIDEUNES FOR URBAN EROSION & SEDIMENT CONTROL. M �A I I I S l e r. 2 L O� S U �d I V I S I O I1
ES�LUTid�ADaPTE� "" " �� �' NEw YORK�sTarE��ou�Ari oN t �ELL E. HOWARD 313 Jefferson St., Saratoga Springs, Saratoga County, NY
���D� CITY OF SARATOGA SPRINGS NEW �ORK wc No �r����w�rv�r���c��Ra oF T��c�-r�o�sa�-ro�A s��tr��s. cAw SECTI ON 7209 2 FOR TaX Ma 178.52-2-19.112
� AN y PERSON TO AL T�R OR P� #
1/13/2010 STANDARD DEfAIL J�,,,,��.._� CHANGE THIS DRAN/NG �N- NSED LAND SURVEYING
L ESS THEY ARE ACTI NG UN- .r
PLANNING BOARD DATE Stabilized Construction Entrance S�-�� oER TNE DIRECTION OF a AIN ST., HUDSON FALLS, NY 12839 ` Z
� ��,t��}�p�(��(}� L! CENSED PROFESSI ONAL „ ,
� ENG/NEER. 747 - 8747 MARCH 8, 2021 SCALE: 1 = 20
� � � ' � 2. ONL Y THOSE DRA IM NGS BEAR-
l NG THE STAMP AND Sl GNA-
°� ��'G'��° REDEHA�ETBEEN"APPRo�Eo" -�� E. HOWARD, PLS ENGINEERING AMERICA COMPANY
BY THE ENG/NEER. .ICENSE #: 50540 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340
3 ENGNEER/NGOAMER/CA C0. TLY
TONYA L. YASENCHAK, P.E.
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BY THE P ANNING BOARD OF T OF SARATOGA SPRINGS. deck ' " -� �/ s t�"� !'� � -� �-''� �
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a ������� = �3.�� �� � � T 2 � �
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` D�'.�°� �'�'FEREIVCE: � Instr�.cment# ,20�6�2�826 �' h�`� � 3 � �
1) BEVERLY A. RANDLES TO JAMES P. McALLIS7ER, FILED IN THE OFFICE OF THE i � I� �
SA,�ATOGA COUNTY C�ERK IN BOOK 1512 AT PA�E 269, DATED MARCH 1, 1999. �� o
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A� REFERENC'�'S': -- _. I
1} "LA�;�S OF �EVERLY A. RANDALES" DATED MAY 8, 1990, REVISED ON AUGUST 11, 1997. �RE �
PR��ARED BY CHESTER A. GRAMINSKI PROFESSIQNAL LAND SURVEYOR. FILED IN THE OFFICE `�`"-��-_.___._ 3
0� i;�E SARATOGA COUNTY CLERK AS MAP R-338. �' -- �
2} "S�UTH SiDE SUBDIVISION" DATED FEBRUARY 6, 2004, �AST REVISED ON JUNE 20, 2005. ���`"""ry~- _ iRF �
PREPAREC BY SURVEY ASSOCIATES LLC, F!eED !N THE OFFICE OF THE SARATOGA COUN'Y �' � - f '
C��RK AS MAP S746B. ` - i;
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- _w.�.W...._�,__ .�IPF c7�, I
1iT�TE'�S:
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1) �A�� MAP PREPARED FRO�� A MARCH AND JUNE 2019 FIELD SURVEY.
7 \ �
2) N0��H ORIENTATION IS �ASED ON MAP �E�ERENCE 1. VERTICAL DATUM IS BASED ON
AN r�SSUMED ELEVATION. CONTOUR INTERVAL = 1'. °�w �
3} THIS SURVEY WAS PREPARED WITHQUT THE BENEFIT OF A€v ABSTRACT �F TIT�E AND �
IS �HEREFORE SU6JECT TQ ANY EASEMENTS, GOVENANTS OR RESTRICTIONS QF RECORD
ANY STATEMENT OF FACTS SUCH DOCUMENT WO�J�� �iSCL�SE.
4} SUB,icCi TO APPLICABLE LAWS AND APPROVALS OF THE TOWN, COUNTY, AND STATE
REGARDING THE SUBDIVISION AND DEVELOPMENT OF LAND.
5) UN�I;THORIZED ALTERATION OR AdDITION TO A SURVEY MAP BEARING A LICENSED LAND �����/ J
SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE �-� �f -L-% J_%
NE�I YORK STATE EDUGATION LAW.
6 Oti�`� �OUNDARY SURV�Y �I,�PS W1TH THE SURVEYOR'S ORIGINAL SEAL ARE GENUINE � IR� IRON ROD FOUND
� o IPF IRON PIPE FOUND on'��, tit�e sur�eys bearing the _ 1�AP OF �4 S�TBDIVISION OF LAND �A17�' FOR
� TR�Y AND C�RRECT CO�IES �� THE StJf�VEYOR'� ORIGINAL WORK AND OPINION, O IRS IRON ROD SET makers arlginal seal should be �� �E�����
`� UTILITY PO�E relied upon since cther than
7 CERIIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED x F embossed-seal copies may cnn�ain � M��'�' `�i J�1M�� Ps MCA�LII�.� �l"J�
) o00o STONE WALL @ f�A� �
fN ACCORDANCE WITH THE C�JRRENT EXISTING CQ�E OF PRACTICE FOR LAND SURVEYS WIRE ENCE �rRAP�IC 5���� unauthorized and undetectab�e �� ��, y� 'y
AQOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. o — CHAIN LINK FENCE modifications, deletior�s, additions, g <t,, �:R ,�. '�"'
THE CEI�TIFICATiON IS LIMITE� T� PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS zo o io zo 4o eo and changes. ; �} �
— � — W0�[� FENCE as
PRE�A�ED, TO THE TITLE COMPANY, T� THE GOVERNMENTAL AGENCY, AND TQ THE LENDING o POINT A copy ef this document without ?;
INSTITUTIC7N LISTED ON THIS BOUNDARY S:�'RVEY MAP. THE CERTIFICATIONS HEREIN ARE a proper application c' the
�.P. FENCE POST �' C� � City of Saratoga Springs County of Saratoga State of 1Vew York
surveyor s original seal should be „ : ,�. 8
�ohw— �VE�HEAD WIR�S assumed to be ar� unauthorized �:�$v�;, �,�'�' � 1�US,S�LL E. �V��i�L
NOT TRANSFERABLE. � copy r��F ,,
njf NOW OR FQRMERLY ( IN FEET ��"'
8) THE I�OCA�ION OF UND�RGR�UND IMPR�VEMENTS OR ENCROACHMENTS ARE NOT ALWAYS �'�� GECIDUOUS C �ri ht 2021 Russell E. Howard g ^�' �+► �r�ty�n r � �r rr T� vr�r/�r
�, ; 1 inch = 20 ft. °p� 9 �AND fr�l�iJ�iL i�l�illl� �VRI' �l llYV
KN�'`NN AND OFTEN MUST �E ESTIMA7ED. IF ANY UNDERGROUND IMPROVEMENTS OR ��_,s TREE �icensed Lcnd Surveying-
��i��C�A C H M E N T S E X{S T O R F�R E S H O W N, T H E I M P R a V E M E N T S O R E N C R a A C H M E N T S A R E CONIFEROUS Reproa'uct�cn or copying of this 342 Main Street, I�udson Falls, New York �2g39 5�8�7�7-8747
N�T C�VERED BY THIS CERTIFICATE. , TR�E document may be a violation
�{ ��pyr��nt ia,� uniess perm�Ss�on Rz.�ssell E. Howard, PLS N.Y.S. �,ic. No. 50540 Date: 03f05/>9 �'�� ��p #:i78.52_2_�g,��2
� of the author and � or
copyright holder� is obtained �
Date Sea�led:��t r� �F 5crzle: > inch � 20 feet Revised: 03/O1/21 Drawing #: >9005R2
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� � 03�95�Z1