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EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLANS ENTITLED "'AS-BUILT'SURVEY � / 01 � \ �_ — \ �\ \ �� / I � �' / a / / � I C MAP OF A PORTION OF LANDS OF COUNTY OF SARATOGA INDUSTRIAL DEVELOPMENT � � � � � � � � ��9� �/ � ` ' / �O � � �o / � � � - EX I ST I N G AGENCY", DATED 12/17/07 AND"TOPOGRAPHIC SURVEY OF A PORTION OF LANDS OF � \ � � / �3� �\ � - - � o ,� D � � ° ` � � C O N D I T I O N YMCA OF SARATOGA SPRINGS, NEW YORK , DATED 10/07115 AS PREPARED BY SANTO / � � �, � � �� / o t / z U, l / / � � I N C ASSOCIATES LAND SURVEYING AND ENGINEERING, P.C. HORIZONTAL AND VERTICAL � \ .��3� 1 � �\ / /��d�' '� ' • � � / \ � � � DATUM IS AS NOTED ON THE PROJECT SURVEY. � � � � _ �I� � � �� — / ��%' e o, � / / / ��J I N �0' � �\ 1 \ \ 1 � �\ � � o , � \ / / / f : � J \ i \ � -�o \ � \ � —<n� \ �\ \ \ � � � �/ � � ;�'� � � � / ` Drawin No. � � , � � � � � � � g o � � �— � � � o / + 30 0 10 20 30 � — ' � � �� _ � � � \ � /� � � / � ❑ � � � � � � � � I � � �, / c ,� _ , \\ � / � � \\ \ / � /� ° z / Q�� / ��` / O J- � Scale: 1 - 30 � �\ o � � \ �\ � \ , �' � / � I / ❑ � \9s � n � ///� `� � � 1� / � / � �� .� �-- � .,` = n �� \ � . / �,il�� e / _" / / � � , / ........e30 .3 ........... .... ,,,, .:3Q 3 - - _ 354 A/AP I�fEJ�L�. '1/AP Q� 301 .. 5 • - ��err a� n,�QaNaee�s s��c�r� earr :�� s.e.�.# 178.33-1-19 363 AAb fXm Iy IJ�SARAIlN,rl G�,�y1yl�EJBK'�pFFX� 302 / / ��' 355 I �� Of I 364 QN M/r�/�ST flr, fAA�AS A�i1P/Yq, M-f31. / / / O •• ••".:. .... � � � � ........... . .... ""' "" C� David E. Frantz & """""' 325 "" o...... .. ..... .......... ,� , , : J. : � �03 , , , , , �� ..... � . S.B.L.# 178.33-1-20 & 21 '.:::::::. . ..•soa, - 365 ........... � / �� \ Land� of � �� - Carol A. Frantz I L946 p.128 % 324 !_�' � � 304 � / 356 / � .::.::;.::. Barbara Kelleher , . I # � � \ :^ :�`C/. � � � � .�� . \ .3o�aa •� I I S.B.L. 178.33-1-18 ��/ / / ' (� & \ s,� �� •.:. 5�.21? W � � L�Ondt Of C � 32,3 .,.P, � s.e.�.Landt30f�-2a \� 305 � � � � ..v •. Mary Frances Balnys '�... / .......... .. . . L.1726 710 � � I � -362 David F. Madden, Jr. • � •:•a•.:�• � / S.B.L. 178.33-1-14 • P• \ �y�� 357 358 � \ o/� & Debra L. Madden \ • � Robert McDonough 3os / �ds of � � °�• \ � 359 3so L1215 p.147 & Ann McDonough � •�° � \ •.�•::•:.. � �� \ 3a��z9•••,• 36� �'� � '�•• / L16�5 P.6 3�8 � � Saratoga County ..�//�� "•:�`'�"�"' � \ Economic 0 ortunit / �� °' • ��"" � I \ � 366 / / � � PP Y � �� \ :•:\•::::•::•::•::•::� \ � Council, Inc. �o ..� •.:•::•.: .......... ... � �t��t�es . 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'' `_ ........... . .......... „ �. .......... ..........re., ��/ ••••••••••• 311.02 • •••••• • 2J3 . �125 � . . 5 .......... � ....., � 1�t55��, � �12,7� � '��30�� . Rim:296.05, � � 3b§.�J I p� �• • y�1 p }�y p�� ... 5 � 3128 3123�� . . 9 � � � .�.��1..�.. 3p�,73 �7�7� .... � 12 54 •3 .24� � � .�.3�5�� r•� �� R�R�� rf V�d N .�,�W �.:�':::�� 23.g�• •:�•::::. •.:� � 0 / •'�•1.� :.�::,•:."': �31�94 •:A 30 6"•,"•,4 / / •:•�•::.. Landsoaps Archttect Na tn the State of ' ?' 31 98 a � •:�•.. � :•:j":::• of New Yc�lc. wa� rotalned by z � c • •.:' � .. ,,6 j o ��,a Z 3 �°•� ,, 752 � ..:f�:.��, .. to undertake cr oauss to be perf�med by staff memba�s .'.3i� � 3� .�6 �' 3�0•5��•��io # � .'.:�/.:.::'�P �.::"� S.B.L.# 178.41-1-1 31�71 0 3 0�. �' � �.:..� • under my supervl�ton pertodk tn�pecttons and roports. Qld 'o.ia::... '.:';ie::::.. ........... .......... ,. �� Of No parking •�0.77. 1C.4�. ) � ■ 12�� wateY main extension � - a ony time Q�4••• �� • 309.24 � •�•�••�•�� • � � A}� heroby oerttfy that thts drawtnq stamped by me as � Steven A. Swart , 311 51 �q��• •3 P ��•�• •� 32 •�•��••••� • � installed by City of Saratoga Springs g � '.'!t': � � �r BuNt has been oompleted in a000r+danos wtth the approv�ed Department of Public Works and \ �,�gZ� ,�� •�'••�� Multi-story b�ide strueturo ��q "' •" " • �'97 � � / ins ected b Stan Barden of�� P M :'31'L'69:. .'.�12. 4 � •" ••Res.•h�p. pk�g..•' • • • ••• P Y ^ w w 3 i.'a� . ��:.'..�'.� ':.� .: / .'.�•..:'::.. � .:•::•:: Y.M.C.A. of SaratQQa ,8 .�. �:.: ;� . . . .... 84 / ).��;8.91 � draw�nq� and �pedfloattons cr any authaized chanqe�, and City Engineer's Office � \ r �31�.�C.::::::.; -i 31 86 312.3 t. q 31 w.. ��:��.:�.....:�.:••••••.::•�.::••��•••�•308J4 � .�.%-�� / a .:� .• �. .. .........��.::•::::�.:::: \ 3�6 8� / ' ehows the actud fadtttes and tnfrastructuro as they wae I ^ 1 75 O 312 17.98 "^':4`�..�`i•. � ..•��.:::::�.:::�308.58 / / / .�.�.�:::: {J � � ..�S4�PP4�':::::::::::. • / ) 31256 "�312.33 31��• 1 tnstdled tn the fteld. ........... ,.......... ..� / 312J4 �::T.��.:::...:::::.x 08,82 , .�.�.�.�:: .......... .............T...._._. ....................... ... ... .:z:.: - �t1:ai:.':.':.':.':.':.':.�' S.kA.":::::. � / _JJ a�� .......... .,,� ............ + 312.33 I1� y = .� � � �••• �•••��•••� 3 2J 312J2 8.88• � ..� / ,5,0,��,}+�}•/�•••• ' �A f�f�f��Wfif1. I hereby oertlfy the fcllowlnq: ��; � � ^� �.Res•hcp.•pkng�.�::::. 31 59 � 08.1 .:/.�.:::� • / Y. L�� V ( L�.1 .......... . . ... � � �•. �, g :.%Jo porking.��(��.:. 3122d�311.94 \•�� ..,6.:�..: 7.97 J \ �� ' ........... . .......... .. ............... � ,ony time 1248 r$ •••�• •• • •••• ,� / ' / �. �dt YId �Hfifl�d from Ws�t Av�enue d� h � �W ::::::::�:::::. .�.��'.�6•� • ` .......... . . .. .... . .. ... . . � N "�' ;,Curbcut' ` 31201 .r�.T7��.d�.��.��.��.��.��.�� •�309.69 •308.81 \••�.,:(?��.�. \ / • � � �� wa� oonstructed to mest dl qtV 01 � AS � � ,� T �Res.•hcp. pkn� • 221 308.1 �:::�. �::. \ •• .�.:�.�.:::� I �F9•3• • / J � �i � � $ "�� ,254 � � / :.�:::• � road standard�. cr as fteld adJu�ted and approvsd by 2.9' ••�1 ' � •310.24 � I Z �•��.�.�..: •7�3121 � :�:.�:..:: 08.� ��.��:::: / /� �.�.��.::: 312.3 12 9 ��78 `Y �:.�:.�.��.�.�:.�:..�... .��.��: �.�y��.::�� / �'� the qty Enqtnesr's OfAos. ^ 3i 2 9 �.� f 3iQ9E'.::::::::.. � A y� y L� 31P,24 31�_25 3129N\ -�'�.---�•__'_�' r '.310.10 `z,rt„r` �:�. 3 •�. � �•��::.�� / �� Z �Qt YId ��d��9 if1� h�� m� � �S '�I '�,';Cur6cut ""'�^---.� " 3�1i22 311.77 3128� �2.]y -�,r � B e rack � .24.:: �� :�:�.�:::• / � the roqutr+sd landsoaptn9 as ehown en the app�o�ed stte � � �:.:::..::� 3::' 3' 9II ''�------ �............... .�.�f. � : . ........... ........ � � I �.��1:Q7 .� . 1... ._��_�S � 308.01•. • � �.��::.�� 48 Op .: 7 ,�� v.:::::::::::::: :..;/.:.:': '.: s \ � � � Q' plans. � E 123 � ;l'.:'.::::: £'� j /' _ ':�: '9 �o si z.sz � � � B'e r ck v'.:::::::...�' / :�54312'.:":�rz i'2 .:.�t..:::' o � �� \ ��:�:�� . •••••Q.:�(�.�.:.�s�•� • y_ � ��'� � 31263 u / • . .......... .. •3@9e97..: �1��..J...�...��:•� • . �.s� 312.382 � � � 31 . 8 ........ :��:::.�� .�.. � • Q �Sto g� n... .:�•;:I:.:::.�.,..:� '� � _• '04 :•:�t.:::�• � G 3. Tha� at the tlme of oon�tructlon. dl manhcle� and � P 9 .�.�� .�.:.��:. . ..�� Sid2WOlk �1� .1 . 128� '� 1251 �311.45 0.:::::.�.309.45�309.41 � ••y1 � •:S•• O .......... O GJ 312 86 ^-� •�•%��•� • 1 O • 310J4 .. -� 0.24 �•�� ........... . . .......... .. .......... . . .......... ,....... .. . . ..�. , .......... ....... ........ . .... •.. .... ..... . ........... .. .. .'_-. ...... ... ... ........ ......... .... . ..',�... .... ............... .. .�3 31 L 54 ..-.3� ? .�0 . O � � � � 'G C0�1 �S Wl�A �It��A� �1 COff��O�IC� �$1 �la �� --- •o � '.�is. �.... T.2'::: � � .'.'✓'.�SEE ENLARGEMENT ��A�� •:371'S . 71 �t '•��•" • - ••3�- 3�t4a �r�c�E.... .:�,``� '.'!!�.•�::: p, o i (� ��.�.::..�:::.��.�:.�:.�:.�:.�:. :.�..q.3 •,91... I�...... - �31L26 389.99.... � Oc ........... ....... T 312,72 Q .......... •-- .......... . . .. ... . ... .. ......... .......... .. .. . ... ..... ..... . . ........... .3 QkD. ....,-t.:� .........id�..: .:�... .. ..�� i AT LEFY.::::::::::::::::::::::::::......... �r QIS Qld ftO0tI0f10. .......... ... I I .......... .. . 3 . :.�•:.'I.':...:�'.:: � � h9'93::" stoP sign 3oa oz ':�G�..:'.::' •�Il::2 � o t �� n �•3+0.60 .. ..f..�:...:: � � 7, o t �. :.3N0, .�Curbcut.� :.�..1:3q� � ... � 0 �J �:�.�:::::.�:.�:.�:.�:.�:.�:.�:.�:.�:.�:.�:.�:.�:.�:.�: 310,19 I� ��• � Q• . 310.53 70:1�.::�.:� �" QJ 1 751 -` ..... ........... ,.. _ .:::::::� .......... .... . ............................... ... . .. � ' �" �{S,� . � 308.63• � � '� � � O .......... � .......... . ......................................... .......... �........ ... .. .. . ... ............................. ...................................................... .......... 1....�•.� .:�.:�a.:�•.:::::�••:• .s�a . ns�m•.::::� k, .......... � ......... .. ... ...I.. ..................................................... .. } r ...... .an� � z:....::::::::::::::::::::::::::::::::::::::::::::::::::......::::::::• � � �310.41 �p•• •�.��.��.��• ••��•�•'{, 3M f.ffii Rim:3f?�.fJf?° ••e• � � � �3 � ••Con :J • �:� 1:� 311,8 7�99.98.:............ / �. - crete c �1?.�� 1 .308.8 �•307.95 /nv 2"3.,x�r�3' ��' Q ur __�' ........... ........ ........ _ b: :310.� } � � - - - � .......... ,,....... ... ,.......... ....... .: ... ............................................................................. "'_...... ....... . . .... .. .......................................................................... :.�:.�:.�:.�:.�. F ... . .......... r ...... 7 ::.� _ 310,97 .�..:��:� !7� � - - ° � 1 • 31L21 G _h.::l�.�,:�.�:. ..1�.:�.1.�.:��.�.:�� P � /�ry �ate I '•3 0.49 z � �:.�:. 3�i 0.4 • _ .�.�.�.:7.:�..:.':.:::.�. .��d•� .�.�.��.: / /� _ .+.. .�1Q40.�:.�:.�:.�:.�:.�:.�:.�:.�:.�:.�:.�:.�. 08.61 � ) -\ _ ..... .... O � ........... � ...... •• i.. ........ .......... ...... - ... . ts ..�1 . _ 311'S6 _, • •••�•••• •• � - 311,54 • - _ ¢ . -- -- _ � . ••• - •�3 0.96 .......... .. .. . .......... . ...... ... ... ... �. ....... ... .. ... ... . .: . . . :::� .......... . ....... ... ...... ... ... �-_ ,,. .. .:�� ........... I . ...37�. ...... ... . ,.._" ..... ............................... ........... ....... ... ... ......................... .. ... ...... . ...... -- . ': . .-"" "' ........................ ..�� .8�:� 311,97 _. .�. / •3 A.04 • 3�I0• . ... .. ... .......... ........ �a a..... ...... ... .... ... .... - .. 310.95 .3��.::::::::::::::::::::::::: 3 .63 �2 � / O � .......... . .... r A.6. ... ...... ... ... ... . ... ...... ... .. � ........... ...... . .......... .....�.1?. . T 7'.:::.:� ... ... .. ... 311 8 311.86 310.49 ........ ...... ... ............ ...... ... .... ... ...... Q ...... ... .. . ...... ... , .. ...... ................................. . ............ ...... .. S QJ � �J� $....... '�'311.17 •• . Stop sign .Q ... �� :.�:::' p. 311.67 3 .03 Q '.3.:..0. .3t . '3oa.a3 3ti8'25.:'I.'.:::. ) � o �5 s�gnat�re •.� 306.82 • 1 ,9 11 37 11.37 7�1� $.:��.:�..:��.:��.:�..:�:�.:�:.::... 310J6 09•� 308J8 �.r.�.::: .�.`/.'..�::: �i �.a3.�. s10. ..a`�`:.�:.�:.� 306,78 � ■ � / �X� •��•' i 1 . . ....................................... .......... ....... -�-�, 3 25 � S85'Sg 00 W o LEGEN D: -�-�;�, :.� T . �,:a6::•: ' •:�� . :•:•'l.•:.:•.� , � . ........................................ ........... .. ...... ... ...... .......... .. .. . ....................................... .................... ...... ...... ... ...... .......... ........... . . .......... ..................... ................�.. .......... ....... ........... .... � F.:� .9r................ �� Stop sign :.�..��.:::::::� ��4 / 309.�0 �'44 .. . . ..... . ...... ... ...... .......... � . ..�R�'� .3D9'83.�......:�".e'v'.:'.:'.:'.:'.:'.:'.:'.:'.:'.:':� •'� 09 ia�:'.:'.:'.' .'.l.'." � o • � • �•309.•7� ci ..,�CJg.`L . 09.86.........-.-...��v • CAPPm IRON PIN SET � .•::•:.�ta:, �o,�.:::::::�• :•:•::l:•::.::::•:.:::•:. :•:::•;%•.:�� •:��. �4�•� . g • :v � ..��sa � / . . .. . ........................................... ....... . 09.83 ei 7 0 . .. .. . .......................................... ��'�� .�ti�.::::::::::,L o� � 306.6• 306.4 ..��.T:�. .:r! � �.�T� ...��.��.......... ■ OONCREIE MGNUMENT �":::�:.:.:.....� � s• 4.:•::...... o .. :•::•:�l•..:.. ' L ' .... � .�09 eo.. .�ov.�d.. ..� :.IIq'96.Con�• •.'.j'::::.'::::::::. o "�';,� cre te•curb�• .. . ,,.......... ..... ...... ................... ........................ ...... .:�'.:'.::::.::::..�'.::::::::....::: �tII'1�':.':.':.':.':.':.':.':.':� '�� ' ':�...::..'.:::::" n9'95".:..... 3os.� .'.345� � / .:.l�f.:'.:' � o � �RON PIPE � ,� • :.:f..:�.::::.::::::::�::::::::::::::::�.:::��:..:��.::�:::�...: .. . ......... ....................... .... .. . . ............ ...................... .: ' .�. ........... •..::z�.:��.::::::::::: � / 308.01'!y� .:�.:�.��.:��•• � / - / 307.49 0 ......... ..... .......... ..................... ..... .... o uN�aru�oN� �toPORnr oo�oR •:}:•::•.::� - '•:4�• .:�`.::� - •:r:•:'•�:::::•�' i .�::•::•::•::.. ) / .. . :........ ...., .. ... ...:..... ................ .......... . ..... ............. .......... . .... �.��.-....:._:.:�.:.........::::: .. �: 08J8 .:� 305 79 � 308s:�.%�.�:..� � . .. .......... .... .. ... .................... ......... ... .... .......... . .......... ..................... ....................... ........ .............. .......... .. :. ................ ........... .... .......... ................ / ..... O O O O O .......... ....... . .......... ................ ..... .�J�.�E.� .:: .... ............. .......... J1 CHAIN-LINK FENCE :. •: �a .::::::::: :........................ ... ....�:•::•::•::::::: .................... ................. • 3a5 ................... / :. ....................... ................ .. ... ............... ............ ...................... .. . . .. ........... ................ ........... . a ..... ........... ..................... , .1 .��. .7 ............. g ^;'••• �308.00 • � Sto sign / NOTES. { �� .....:�'.:�... .... ......... ct 9..1'.::::::::::...... � s � 305.51 :.:`...�. �. ••��s....,.: .�.�..��.� . . ......... . ......... ..... .... S/WITARY SEWER LINE .. .. .......... ......... ....... ............ .... .... .............. ........... . .. ,........ ......................... ............ ..... ................ ... .. .... ............ / ........... :. . ................. ................,...._... ................ .. a ................ ........... ..... ... .... .. ............ 307,78 ........y��:::� O .......... 3 ................ .............. ..._...... ..................... ....:•:::::::. ............ . ..... / 1. SUB�CT T�0 11iE FaLL01MNG EASEMENTS LISIED IN FlRST M�IERICAN 111LE INSURANCE OOMPANY OF NEW Y�ORK CERIIFlCAIE .�..,..�.:.f.::::::::::. v ....... a • �09� . � � 305.81 �•�7�99 0 ,A y� /�/� / � w STaRM SEWER LINE :: .; ::.�............. •'-.-.._................ ..................... �, ........................ •. .: •.::::::::� .� r' .... / yy aF 111LE DA1ED JANUARY 16 2001 BY SNEERINGER PROVOST R�AVE 111LE AGEMCY: • � . Overhead street lighi •�� .�.��.��.��.��.��.��.�� . `10��28.::::::::� ��:� / Bus stop 30�:�9• NT�V� W � .............. .... ................. ........... . '�::•::•::•::•::•::•::•:: ..::• .............. 5 s�9" 10.00� - NON-SPEqFlC U7ILITY EIISE�AENTS FlLED IN L281 P. L378 P.365 /1ND L381 P.232. . . . . .................. ... WA1ER LINE •� ': , ....... ............... ................ ..... A_ �, / / o ...-.:.:._:::.: tt � 309.�6................ 5�9s`I.�.�......._�C:� ��j � ,_r / . .............. ........... .. ..... : W : 08 3 __- � o� � '�3a5�3 Q' o - EASEMENT FaR OONSIRUC'ilqd aF SEWER AND WA1ER LINE OONVEYED BY W.J. GRANDE de SON INC. T�0 BOWERSOX Ha1dES. L1D. . : � .......... ..... .-....._._................. ................... . .::::::::� . ....................... ....................... .. . . . :::::::::::: .................. ................ .... :.....:::::• • .�:.:°........ .,...................... ....................... ... ....... .... � ............ � DA1ED JUNE 16. 1987 /1ND REOORDED AUGUST 1. 1988 IN LIBER 1239 aF DEEDS AT PAGE 25�. `�r•^ M ..... ............... ...... \ ............ m ��1'7CfW V�V�W •�� .�. 307t8�..... 3fJ7t92.:� •._ .. �08�:5.,"""- .... • 08.7�1� �\� / � • �Ql. .... ... .::::::: �.� . - - '��64';�•:3oe:9' ..�;24 �.: ;:; ;�,� �,30810 �5 ��3� / � a EASEMENT FOR OONSIRUC110N OF SEYYER /1ND WA1ER LINE OONVEYED BY W.J. GRIINDE de SON. INC. TO BOYYERSOX HOMES. L1D.. .. .................. .... .... : .:_ � v ................ ..... -• ............ o SEWER MANHaLE I o � � 308:a � °�°/ �5 �Q' / DA1ED MAY 25. 1987 AND REOORDED SEPIEMBER 8. 1988 IN LIBER 1242 OF DEmS AT PAGE 489. � DE ':�7F9.. '��..:'•.::::::::: � � .... . .................. ....................... ,..... „ � a�.':.':.':.' P � � � a � .�Q�........ � RIGHTS T�0 1RIM ET�C. IN A D� FROM CHESIER E MOORE AND MARIAN R. MOORE TO NIAGARA MaFIAYNC POWER � .......... ........... ....................... ... .......... ........... ................. .. ................ ...... ............ � FlRE HYDRANT � ad :.�o�.� .......... .... .:�va:�::............ / / � ,�o, ��og�6�.:::::::::::.� .......... ................ ...... ............ ........... OORPORA710N DA1ED L 1953 AND REOORDED MAY 19 1953 IN LIBER 570 OF DEmS AT PAGE 73. ...... ......... ..................... ............ ........... .......... ...... .... ................... .......... ............ .... ........... ........................ ..... ......................... ............ 30. DE .:•::•::•::•::.: �� , ......�ds.a .......�.y5 ...................... .. .............................. y ........... � lV � �. o . . WA1ER VALVE .::::::::� � �'�'�'�-� ..... ...... ..... .............................. �308,62 ••••30?12 ��i4•••••••••••••• • #750 ��, ............ Q / - oova�wrs �c,�aNc Ro�ww�Y iN om� � �►TM� c. sMiTM ro c. s�oN�r rearEslm �wo c� e. ear .:30633 •'•3og'o • ':�08,6 � � 'b$•s$::•::•::•::::: Q •'�oa�3 � F��' 3057 /'� � n,�' � o HIS YN DA1ED JUNE 27. 1950 /1ND REOORDED JUNE 29. 1950 IN LIBER 519 OF DEmS AT PAGE 537. 1HIS EASEMENT Ii1FFECTS 306.53 yMCA sign 308.60!� . :.��77::.. � �1 � 0 DL �-• ..�ti$'� . � / � TAX M� PARCELS 178.41-1-8 de 9. � LIGH1PaLE 6�.7.a•:.•:.•:.•....•:.•� ��56 0 5 / � o, � 306.08 � Q Q Q Sto si n � / � � �" • 304.16 P 9 •�•305�8� �� 0 StoP sign �o8,a�:'.::::::•::•::•::•::•:�� / � c � 2 BOUNDS OF YYEST AVENUE HAVE BEEM SURVEYED /1S BEING 28.5 FEET FRQIiA CEMIERLINE /1S 1HEY APPEAR ON MORaNEY SURVEY CATCH BASIN �.�.5lZl�i •�.69.�.309•••�••••09.�•�. Q7.1$.......... \ ,�2 � '� 0 O �p�`c 30 . • 308,74� • ¢ •••••••••••••••••••••••••••••••••••••••••••••• � ...... � � ••305.96 MAP q1ED IN MAP REFER�ICE f'1�V�G. �•306.� ^-----�_Sidewolk 30&29 J'L�.�.::::� 309��.:.::��.::��.:::::::::::::::::::::::::::..:::::. ��Jg.�::::::• � / � � � / � � �� 306.51`�'_' � 08J2 �.�C1$ .:309�4�• J� � / / �' Q� O •:�:•: � Q -_ � � / � � �� 3. D(CEPIING AND RESERVING 1HE RIGHTS OF 1HE PUBLIC IN AND TO ANY LANDS LYING 1M1HIN 1HE BOUNDS OF 'OLD WfST AVENUE' .......... .... ............ ... ... .. ... ...... ... ...... . . ........... ... 3b��J •........ 3C7S 0�"::::: �1� �:.::: :::... ...... ... .... :.� �: 309,58 /��y�/y� 2• ................... • � ...... ...... � �VIWWS � ::::::::::3d ,w;«:�.::�:�� ,,. onFr e cur ..� 308.6 .308.90.t�:.308.� 308.43 ... ... ..�... `¢ � 307,56 Q . ... ... e G �, AS IT CROSSES 1FIE PRaPERTY SHOWN HEREaN ••Curbcut 308 27 c � �:�:: G��:::::........ 08.85 � � .��_.`.' T_L:.�::::::::::::::::::: o. ...... ... .. ... ... � ..� • 309.57 � / ••308.3 08.53 �.�.�.4�'a � ��.:�._.:�::::� 08.22 O ..:t�.b�1�.:�.::::::� .�T.��.�. � 08. 08.4 •07.84•07•88 308.30 � / LrQ! � OORPORA7IGN LINE H/1S B�1 SG1Lm FROM TAX MAPS 308.32 307.66 ••�d..�.�..�.�•�•• � � "\ / ............ .. .... ............................ .... ......... .�.��:. � �.:::::....... 7 ct 307,97 07.99 307 0 � O ............ .. .. . ............. . .......... ........... 06 2a;' .. •.3a;9:.::::::� .:�n.z � 307 79 88 •o�r3�...�... � � ��, t 5. U1NDS DESIGNAIED /1S TAX MAP PARCEL N0. 17&00-4-17 HAVE BEEM ERRONEOUSLY ASSESSED TO Y.M.C.A. aF SIIRATOCA SPRIN ••06,21 •""""",:Con�� .q7... 0735 307,69 Q��..�� Stop si9n 305J � � O / ..... 3a6 z� •306 6o crete��;b':• :.�4�..... � ,w.. / a INC. /1ND ARE IN FACT PART OF U1NDS OF 1FIE PEOPLE OF 11iE STA1E OF NEYV YnRK. 11iEREFORE DEED FlLED IN LI6ER 1622 AT P� 304.93• 303.52 � ..�Q��54... 7.3� pc. � �� `� �r 301.80 _ �02J7 ..�06� G°.� •• � / Z� �•Cr�7 H� �ILG. . .. .............. ................................................ ......... ........... • ' ..307.88•: .�:v9:..::.�:.�:.�:.�:.•306J9 � / • 305.82 / � O � •••307.25••• :�:::::::::: � � ""' � / 6. AS-BUILT LOCA71qdS AND DIMENSIqdS aF INFlL1RA71qd CHM�IBERS AND 01FIER UNDERGROUND U11LI11ES ARE BASED qd MEASUREMENTS :•:s4�4� .g •..305�,'� .�''�::•: /� / SUPPLIm BY LA. GROUP. WHICH W/1S RESPONSIBLE FOR INSPEC110N AND VERIFlCA710N DURINC OONSIRUC110N. N '•:•:' •::�•. / i / T � � 306.40 /� 06.22•• � / � 306.14� •,•�� V •• � 2 Area covered by Item #1 in •,•:••• 3054 •'�3oss3 � � � Record Drawin Certification � •;•�;�•��•�� o5ss .::•::•::•::•: � 5 I g �•�'��'�•• � � Paved parking spaces 305.8•• �... .:... �..........:• ..�..::..:::::.5�...::'..::::::::::' / __ PREPARED FOR: S ..... �........... ,4"�tvrr.�,i�i7f�3' I I I I �•;;,,�• �sos.4a � ��^<�`?•�•?'°r� Regular ZZ3 YOUNG MEN'S CHRISTIAN ASSOCIATION OF SARATOGA SPRINGS, NEW YORK C C) 2 0� 5an� Associates ��C� AII �i�hts �eserved ••� '•'�•••'•'•'•'•'•'•'•"� � / �� Handica ed 8 Q P.O. BOX 4610 I I Unauthorized buplication is a V iolation of Applicable �aws�I I •3os�•� �•3os,zs �C� / PP SARATOGA SPRINGS, N.Y. 12866 Certifications indicated hereon signify that this survey was prepared in accordance with the existing Code 'AS�IJII.T �J1tVBY MAP �F A POR'I�N �F IANDB OF of Practice of Land Surveys adopted by the N.Y. State Association of Professional Land Surveyors. Said CO OF S�►RATOGA certifications shall run only to the title insurance company, governmental agency, and lending institution ANTO SSOCIATES listed hereon and to the assignees of the lending institution. Certifications are not transferable to addi- � tional institutions or subsequent owners. - - �DUS DEVELOP L1V�� Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation LAND SURVEYING AND ENGINEERING, P.C. of Section 7209, Subdivision 2 of the N.Y. State Education Law. Only copies from the original of this AT 290 WFST AVENLJE, SARATOGA SPRINGS, N.Y. 12866 survey marked with an original of the land surveyor's embossed seal shall be considered to be valid copies. 2 12�17�07 BDC ACS MISCELLANEOUS REVISIONS 1 BARNEY ROAD • SUITE 109 • CLIFTON PARK, NY 12065 � 09/04/07 A�S ACS AS-BUILT SURVEY DRAWN BY: AJS CITY OF: SARATOGA SPRINGS SCALE: 1" = 50' In addition, only copies from the original of this survey marked with an original of the land surveyor's PHONE: (518) 383-8001 • FAX: (518) 383-6026 signature in RED shall be considered to be valid copies. 0 01 /04/05 JDS ACS ORIGINAL SURVEY DATE CHECKED BY: ACS COUNTY OF: SARATOGA DWG. NO.: 4984ASB-2 ANDREW C. SCHAUFFERT, L.S. LICENSE N0. 049901 R E V. D AT E B Y C H K. � �S C IR I �T I O f�➢ DATE: 09/04/07 STATE OF: NEW YORK REV.: 2 S.B.L.# 178.33-1-19 / \ / \ #12 Gilman Avenue Lands n/f \ Adrian A. Hovey & � \ J � \ / Tammy A. Hovey / Instr�1 2015-6461 s.e.�.# 178.33-1-18 \ � ^ \ tt #11 Gilman Avenue C/ \ � . \ � ".'.'. s�\ Lands n�f l P \ O 'p-9�,� David F. Madden, Jr. 3o8.�om".` " S.B.L.# 178.33-1-24 / \ �G'�� & Debra L. Madden � # a Gilman Avenue � � �.'.' \ c�o� L.1215 p.147 \ Lands of ti \ � � Bruce R. McDonough s.e.�.# 178.33-1-14 � �� '�G],�\ �o' 306.75 0 .z3 / - - Instr# 2010-6295 Lands of �o\ � .. . . ...... \ � 307.63 307.97�_ 307.53 \ S.B.L.# 178.33 1 17 Legal Aid Society Of \ s(� � SF� m3o�.zz -� -� - -� � 3oe.o3 "'' " # 2 Gilman Avenue � � \ ' � 'p� 307.23 �g - - 309.38 - _ 30778 / Lands of Northeastern New York o� \� �9y Q/� . 307.200 0309.76 � � ..'... .... .. .... � s��307.35 ... / / 310.18�_ �310.04 � - ... ... C�un�i�� nC. p �.'. '.'.'.. 309�1 YMCA of Saratoga \ i \ 310.32 3D9: 2�3 . 2 � �\ \ �309.42 309.62 - 309.93 Instr# 2011-26327 / � ��'�.� ° Instr# 201 3-4421 7 � �, �\ �/ ' \,307.74 � � � 307.9= I m310.70 o3D9.71 � 310.��o o p �//�.... � � j �' / / 0309.26 309.38\ \0 / \ `` \ 307iJd � .� � \\� 311 23 � o\ .. C A... .'.'.. �/ �310.96 I 31 41 0� �p ��p J �.'.. \ . �o . � .... � �\�� / / �310.50 '309.34 �309.13 \ \ / � 0��1�"6=0� o� - - '... ..... 3 39 '..l 308.60 \ 0 0 � o .. � .... 3D7.93m / \ s92 �. . I a309.37 � m310.19 n��1 311.04 � � � / � . / I a 10.35 . �.'.'.'.'.'.'.'.'.. \ / m310.39 .. � 0309.17 / J � / / � 309. 7 0 .................... m308.13 � 308.6 ... � \ ... 308.80 0310.43 J °309.87 �.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. � .... �310.23 m3D9.44 / 09.0/4 3D8.88 ........................ 41 308.60� 308.76��.'.'.. � � 310.33 / �/ 30�!80 308 84 �?� ........................... �\ � 30 .85 / m309.76 ti �� 309.22 / / 308.87 308.91\ - .'.'.'.'.'.'.'.'.'.'.'.'''.'.'.'.'.'.'.'.'.'.'.'.'.'.' 310.13 m310.78 . .'... m \ m309.81 I � 308.3 � � :1D' 309.68 / � � NG 754 � - -� 310.45 - - �-----r'.'...............''. ... 09.14'09..i� 3 .9 / � � / Wire e/ev.�346.1� � - - � 309.52 309.80 . ....... ....... .... . 308.04 4 `2 '''''''' 1� m309.85 a \ � 3D8.33 - o Rim:309.43 3 311.18 ''' '' ''' 39� 8"PVC .9:2 . .... ..3d9. /nv. 296.43' � 1 � NG //755 q� m309.56 �308.56 / 308.38 -� � � ...... STOP 308.48� SDR-26 O 1.09: .. .. .... � ti. \ � 308.48 .'.'.'.'.'.'.'.. 310.35 3 9.26 �� 309.58 �Wire e%v.�349.10� 308.81 3 .2� ... 309.4�N 309. � � \ \ 0310.18 \ \ � 309.540 .74 NG �/754A \ 309.5 ..'.'.'.'.'304.g'�. � � 30 .1 Wire e/ev�344.3' 308.790 \ .:s.: .... 0309.07 w � 308.21 1 """"' ,1 \ Rim:309.28' 309.28 /�(` � � ��b m309.44 m309.67 ��309.66� Bus stop 0307.86` /n� 302.43' / \'' 309.87 � \ 309. Oo � / 1 \ \ � ,_ - 309.92 \ ln✓.in:%02.00' \ 310. 5 �.'.. 308.78/ \ \ \ '� /� � /� � 308.54 _ - - - - g09.44 ..:.:.:.:.:.�.�'' m309.4�� \ 309.55 ��309.32 � 309.95 310.49 311.01 m309.14 .�09.:$7.'.'.'.'.'.' l� 308.23 3 7.86 .... �".'.'.. 09.83 309.53 � �' ° \ m / 31D.35m \ \ / �3�}0.17\ � 309.61 P � �308.06 O m �� PQuorter point � �� 5 Shed 09.36'.". ^ 310.67 � ... 8309.79 .......... n� . .. 309.18 /ow conductor 09 .......... � \ s m309.24 ' ' / \ / � I \343.47� � 3 309.48 .'.'.'.'.'.�309:85 � � 3D7.85 / :.. I � '.'B� 31 . \ �309.90- � 0310.33 309.52 � / ........ Q / �2. '9 � 309. � ... r \ 1 .30.9:98�.:.:.'.'." � ^� // � \ 30 3 � / \�j 4ep.f I 09.43 - a309.14 / � 308.54 �� 1 Q 310.32m "9 �9y � ' h '.. � f � � 8308.63 ��h�309.57 ��J- 3�}0.2.'.... 10. 1 I lNF/LTRAT/ON \ / s Mid oint � j � 309.54 .' I � sF � '.'.� ' 40AMBER \ 0309.91 / �• �conductar \ 0309.30 309.53 ��.�.�.�.�304.86 310.30 m310.15 � w / 0310.43 \�� .53��10.26.....:.�O 9.32 ' � 308.40e \ � °310.30 � �42.81" �O �309 92 ..'.......'.'.'. /� � � a310.63 F'9 . 309.19 � � � m310.51 \ � \ 310.0501 ti'Q:0$.'.'.'.'.'.'.'./ 309. Q \ \ .�.��309.81 � s� � ... 0.09 309.01 I � 309.25f � 309.93 ..'.'.'.'.'.'.'.'. � ��/ / 30�8 . S R-26 O 1.0% \ �F � 310.22 �.. . 309.1 m309.20 m307.07 \ \ \ � 308.37I \ / ......... '' / ��...'�� /30 7�..� � �j` � ��310.0 .... I � \ � �( / .'.'.'.'.'.'.'309.90 � '' � / 31 33 . . .... 309.25 30 042 \ 310.39 � � � 0( � 309. � " ..:1 0311.00 � � � 3 38 ..'. .. 309 1�4� �J \ \ 309.64 m 309 89 ..'.'.'.'.'.'.'.'.'' . .'� c9 \ �...... ... ^ 0310.88 / �(� � /�Quorter poinl ..........'/ ;O.' o w 1 � 08.82 She��i � �.@ . 30911 307.46 \309.15 m � O 9.03 � / o �///� `377 �310.88� � s 309 34 � 31 44 � � m 10.95 � S 92 3fl9.37��. / / ` /ow conducto� 309.99 "No Parking'� .'..' 310.26 � �� O � 31� �. ° � 3 9.D5 / 1 \ 1 nP` 310.2 ......'... ' � / 305.81` I � �31122 A 10.81 0 309.27 \� .. \ �� , '�344.�be.e� � ......... o 309 14 ' \ \ � 309 86 � ��_ .. '' / �30 58 .' � •>> � I ��.' I � 308.21°°308.10 0309.47 \ QO ``�^ .� / ��310.48 � � � 310.0 310.47 : �. 30907 . 1 m306J9 `��O � ` -A . 310.42 �a310.56 � m311.59 � � � \ � � 30 . 1m �` 309.42 .. 349 74' ..'.'� o 1 I I � �-- 310.64 m311.54 � 310.3t� o�� \\\ \ o� \ / � (� m307.fil7 t'.' . �- o \ 310 95 � 31 58 P . � \ �307.45 v' Quorter point G � / � � � .'.'.'.'.'.'.'.'' / 1 2 -- - 311 34 31 I I� 3D9 � �310.54 � =-+-1_ � 31@.22 �. �� 34 :02� � � �cP \ \/ow conductor �j NG #75330 . 9�t�. m 308J6 l �� 305.50 J /� j- - � --�.310 97- 310 78 �j o\ �.. I \ \ \ o \46.03' �(�. � r 31 21 I o308.92 3D9,92 � P 3/' / `311 �� 31 68 309.56 Wire e/ev 347.6� � � � Q1 11 31 �� 0.63 31 51 � 9 76�� C' y.... / / . ,. .. . `310 84 0 . � '310 3� � � 308.5`� m306.11 m3(�'.az � � o�"� \�(� / m309.65 � ' � 311 33 \ \ \ / � � ....'.'309,7.�'r //3io.2 11.3 3114 .�311.41 m��ts� . Gravel parking area� �I 3��.��m ... =30895 \ / ...... .'.' I 311� � � � °311 52 �. + � �2 � ; W 0884 \ � Mid oint 309.93 �� O� � I �g ..'.'.'.'.'.'."'� 3 7.'.'�� / � 31t 41'. � �311 62 ' � � 311.11.�R��-\ � 4 0\ 307.58 ,� P � �j 305.98 / -'�� 3ll 90 :. 311.13 p O +� O /ow conductar ...... / /�311��3 .. 3��" �� / �311 95 � � �ol � P�4 YOUYId ? �. 10.10 ��\ � m306.51 \ � 3 9.4�� m308.86 � 31001 �.�.�.�.�.�.�� -`.�12�_ 1 344.71" r- � / 310.93 311.6 .��i, ��' 311.98 311.57 { Y9 .� O.`' 308.94\ \ \ \ � �-7 '308.91 Employee parking only" �� _: :7 311.64m � � � 09 18`... l � J � O� ^� � � �"°3 9J4 � ..'.'.'. ./r.. I m307.12 36��9 3.3�8� �� 309.6' 8"PVC 31�. 4: " 1293.� `_� � _g : \ 4, I ,�299.36 .....��. 137�0.01 SDR-26 O 1.0$ 312�� 12.59 312.95 �. �:, 312.51 312.26 �� ^° �� 9��\ � � °307.66 � � / �/ �� / I / ...�.'.'.30�5 / � F �g 314 fi2 �. � � o� \ � � �` � P � / 309.13 '' 3, .54 / 3 310� 310.60 / y ' . .. �yq.�#3.4�3T3,i7t3 �312.88 �.. 312 92 �,�I Shed � � 370.7� I 309 6 0308.97 � � � ..'.'.'.'.''.'.�!� �-ST 311J4 7� 312.93 . 312.91 3T2 21� f -� Quarter point t�, �� 309.593D9 ° '�10� ..311� ��64 . . . 312.95�� 312.90� �� 1309.90. /ow conductor � ('�C 3 9. �� ..310.4 S . �� 3.t3�.(} 312.80 � . a,� Rim:310.27' V 3D9.90 ..'......'.'.�" ..'� Rim:310.36� . 317.'7. L. 31Z-72 3#3.6� 312.95� ' . \..... /nv. 29S77' m308.55 345.92� P. � � .... lnv. 306.86' I .'.'.' . 31267 0 � \ 3 309.fi1 m ..'.'.'.'.''' . 1 315.52 312 9 312.4 308J9 N� .�... �. � .95 .�..:..:.:.'�RIm:312.6B' .. �2.&? . 312 91 ..12" . .� 9�d � .... ' c.?p v� /nv. 3046B' .. � � HOPE 1274 � 3102D...30 �4.'.4 °3 8.58 _ �30 .1 / ..�...3. 72 ''/ � \ � � 0309.20 �... O � tl,31068 �.��:313.D0 312.93\� � 309.58 �6' 10.96 � � Rim:312.67 � � � ..'....'.'.�.:. ' .. \ ... ln✓.in(W:307.27' 312..9� � �.I�� 31 . \ � 309 °309.07 ...... 05' 6 ��.� h�3i.i.12 .... J / � �� f . . . /nv.in(N/SJ:306.67' ' . 1 p.. / R, .. 1 \ ........`.... 30 04.6p � �j.j.'3g.'.'.'.'.' . � /n✓.out�E�'307.47' ,. '• �� m309.52 /_ 0 O / � 309.02.............. o � I I I �.Q .....311.77 312.34 .. � "��310.48 "�� 309.5\ ...�..... .. � 30�3� � ..�.. I 3i3.II 31 .88 ' 3 8 . � � 309 28 ../.... \ 1 O' . .... .'.'.'.'.' � �' � .'.'�.'.. � ,� ....'' . .�.. p 311. Z3}j..}p....:.''3..... 31 80 � P / o 309.48m '}:..'..'....... "31Q� 4 . . � .�� 3�� / m308.49 .'....i`.��...... \F�Q �.'.'.dC19.79� �.�� 305.23 � m31}41.....a..... . . ~ :� 311 31�.'.'. � \�O 3 .�� .�1�tr.1 309.9 8� / � 308.93� .. � ' � 1 �. 'Q.'.'.'.'.'.'.'.'.'. .. .. ..../.... ........ o j .. 4'.'........ .. ..�313.Ci�3 . 31 75 10.62�..' Q 309 74 30 9 � ... . . P 308 � �� o I .�, ..........�� . '� 3i2.78 I .. �� ..31051 �.15.. 30827 � 917 .. 5/ .. I . }2 " 333.t#.� tl .'. 3 77 �° 10'1' 0308.67 .�.��.�.�.�.�.. .'. �..... . � 312 82 I 31�0 8 10 54�� 309.61 309.19� � NG �752 - Rim:J08.91 . �309 4 312. 9 f �`.'..''.'.'.'... Wire e ev�346.4" 307.86° lnv 29755 31�1 33 .. ' . 1Q'�9.'........ �309.30... 309.42 .� ' 309.50 3 1I,�6 . n...:.. . 312.5a . �I . .... .. .... ..'. . °� / � \ � o . � . �p.. 3T2, ..�.31235 3'#2.9�� 312.80- �o .. 31147 9 ..3�09t78' 309.19 � 308.81 ��/�09.18� N........... . . � 311.63 . 1 4 ..y...... h i�. c 312.99 ..' .�..' ...........'.'.'..'.'.'. ."'.'.".'. Quorte�point � 309. 8 ..... ...� � pm // . I . ... . . ..... 391.69......or. . tq......3pp..p� . .. �312.9& � 31 76 it. 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' 3 0 � 306.94 .. / ..'.'.'� � .311.31.......�3... � ��/�FFE 313.00��//�/��j��` �312.83`... -:...�..1 .92.' �].1.� .....'.'.'..'.......'.I.'..'.'.'.'�.'.'.'.'.'.'. .'.' � 30854 ��.��..'.. f6 � / .'...'.'.'.�3.08.82� ... �.1.31........ ...... . . //� ///j//jj�jjjjg,. �o.�_I .... ... ..�,. ..............1.......... .... . ...... ..�...�.��....308J9 .... .` ..... /...... ... �8.17 III � � 312 9. .`�...... .....................�....... / � ... 1..... / 306.4 31.1.'5'Q...... �...... - t . � . .. ..312�T3..�. .,��1�,1.4.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..".'.'.'.'.'."�'.'.'.'�. . .'. 308.21 / . .'...�...... �309 9 � �... az.aa I ,. / , . � 3729 �.. 312.8.. 31238 - . 31'1.'20.'.........'..'..'...'..'...'..'.'.'.'. '30&.69..".. �. �] 34 .'. / saa.ss ....'./....SpP � . / r �p� -: ... .............�'.'.'.'.'.'.'.'......�... ........ 307.87 �/ , ' .. I ..: 3,1 66�� ' .. '. '. 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' nj .:;'.'..'.'.'.'.'.'.'.'.'.'.'.'.'... � ,�''-.... .�.. /.�.:. ... 307.86m �9 ..'.'.'.'.'.�508.85. � ... � ,{ � 6 ...307.9.9. �.�,/ :... . � /309' / 310.2I "�1.d�72.'.'31.84� 12.13.'. � 12 59 31 .18� 311.63 .: ............'.'.'.'.'. � � � �...�.... .�..� ......�r..... .58 � . ...�311�.38 312.34 . �.390 99 ..... ... 30832 / ... .. � � ��31 .712 �� .�30 �fl3 .. � / � g 310.67 C„i " � ............. . . �!' . 312J9 / ..............'.' 309.60 � � ..'.'.'.�'. .... ...'.'.'./.'.'.'.'' � o v . ...:.:.:.:.:.:.:.:.:.:...:.'.:..:309.90��Ouorter 3 oiit4 ..'.'.'.'.'�'.'.'.'' / /..'' � �� 30 3� 309.00m � -� 310:71.'.'.'.'.".....'. /� /ow co34022" / 307.fi6 309:8 �.� ..�.: 307'. � .'.'.'.'.'.'.7'.'.'..... // ... ........../.............. �0�� / ��3p 7.28 307�84.:..':..:..' ........307,9. .}9+ \\ 309.0 .�.�.�.�.�...�......... / ...... � .�'.'....`.�....309.51 / p.:gg.. .......�@7.$ . .... .. . / 311.94 . .....'.'J4@�5 ' :31 /� 0307.58 � ...308:.7 30 �. . 7.9 � � . 01 � .....:�/.:...' �/ .:.:.'. � 311 67 �� . ''' , .�.'.'.'.'. .. . 307.96 ..' � .. 311 53 309.57 � / � ... � • � ... ,608:9$� � . .' / . . 310.29'..'.'.'..'.'.'.'.'.' h� / / 3�.91m 308:. �O . � �Z..... � /�� . c� Yieldti. . 311 53 - 311. � : . ' .... � � 307.93 ......../ .. ..(L O8 74...'''' � 8.67m � 309 6 � 3d0.62.... � � 306.96 . /....�� . � 1 312.72 m 309.99.... ........ . .. . Project benchmark: �y'� Yo 3ro.sa..... / / � �... / %� 3oa.oa aa� 309 Elevations of low conducto�s 310.27 STOP...... � . ' '. . 308.120 308.62 .'..'....... . � Nut at head of arrow j1Q .309.jj.'.'.'.'.'. rSTOP 308.66m 309.94 ............. 308.82 3 .11 I � .�.' .... ../ Rim:309.05 �.... ,. .' .'.'..' � . . ,�� o /I72 02/05/16 asu�ed on on hyrJ�ant flange Nc //751 � /nv.JnNW:294.B5' ° . 90 308.84 `9 � 31F - 35F �.��. 308 73 Wi�e elev�343 3" . . 307 97 /n✓.out SW:294.05, ....... .. .. � � Elevation (NGl/D 29� = 31272' / I 307,61...... na�08JJ. '.�.',7�.�.�.�.�.. D8.45 / 0 .:.:.:. .:.'.' 0307,�� \�309.15 308.64.............'.'"3�a e� 5Pm '."... ..' �/ l 306 73 ..... �� O�0 ... �.'. 'eld �.'.'.3'08' ^ . . .'... .. '.'. .'.'.'.'.'.'. ... .�:� ...... .'. � 308.. ...... n�� '''''''307 5 .C� � 307.9 ..'.'.'.'.'.'. 2S ....308 71 � � / ..' .' o�F ..'.''''..�O.S.B'4' '�p. � ' � � �.'.' 5 MPH 30 04 .'.'.' Q :.:'� ... � . .. ........ .. / . ��....'... d One�Way .....�.�.�(.�.�.�.�� . � 307. ....��.�.306' ..306.93 Q&.8.. . .,.`O0� . � 3a838/...�� / 308 0 f'.....�.. c� / / � / m3o�.6, ,r' .... � 30 ..'.'.'.'''�l''.'.'.'.'.'.3.0.6.65' M6 56 � ... �OS 62 STOP ....ir............. ."�308.41 � 306.66� '.'.'.'.'.'.. ........ 306. m3...�1.:.:.:�/.:.:.:.'.' ...: � �/ 306.62 � �3�640 ��F�� STOPI 307.07 348�27�5 MPH'[0848 .3pg'4 � 306 7p "' / /�' .l''''''''''''''''''' � e3os�i � :305 6�.�..................306.93. 307.68 ......�.� . .. o 305.18e � � / / 305 22 .�. \.:..:.:.:.:.:.:.:.:.:.:.:.......� 307.26 307.83 m �........�.'.'.'.' 8.32 � ..'.'.' ^� / � � �. . . .''.. 396 36.. � .:.. 08 15 '.�'.'.'' � ... Q. / � 305.40 ...... 30580 .......... �� ......... " 45TOP ' O6.S3....JOJ,23...'.........1�.'.'.'.' �. 0��.. ��// � as.ao �..... / .... 0 � / �3as�a� �.../..... � .. a�.aa�'�� r' o/� � / � m307.427.90 ............../30a.i7� / .�.�.��/ Ag . v � �: ......'.'.'.'.'.'.' 305.93 �. .. / .... •� / 305 33r� ,�� '.'.'.'.'.'.'.'.'.'.'' 307.89 ' ' 308� �� / � 306.02�� I 30� 0.�..'.'.' / 30. 4m �"'J �� / � f ...'.'.'.' / °No Parkin9�� * ...7... � � � ' �O � ..'.'.'.'.'.'' �307 �..'.'.' Oi O� � �.: O� ......... /�l � .:.:.' O �. � f �� .'. .' .' � / � �� O8.d2..'.'.' '��cb �tO / �c e� � �,� � I�� , // Q�J.�, ..... 30 305.88 � �G,� 30 16 .... �' � 309.41 '�I / � � 1 / 9� � o 0 / oe /�o / `� / � / 3os.asm / c�� asss / .� / 3a�.�°s�G�%� S.B.L.# �78.00-4-�5 � / 305.8 m �. .. � �� ,,, �/ #233 Ballston Avenue / o`� e��stop� � 307.94/!.� yPd / .. r o Lands of � � /.. 305 91 .305 93....'.'.' / �A`�V � .307' 3 /� � � / / �/ �.�.�.�.�.�.� 30592 � '(�r / . ��Z2m o`� � Espey Mfg. & Electronics Corp. � 304.71m / ... / /�� / . �5 o L.724 p.287 �� / �305 38 I 3os.os /5� / c � �I � � /�� 0 310.03 � '.........". / �a\ // .308 0 / � / 305 92.�.� /�A`' .... .......... o / 308.35 oa.>>m 3oa.za � /f � �.�.�.�.�.�.�.�.� /P� r- / .... 03�0 / 30761 ...... 307.90 08- 07J9 / � ., ..................... /� 5 � .. .� � 30772 - STOP.'.'. 307.75 ��3Q7. 30�7:42... � 30 .75m / ......... / � � .. / . 3 7.50 3 �;75 ........... 0� 305 28� .'.'.'.'.'.'.'.' ' 305 79 / ` 5P� ,307� a .'.'.:,$@6'61... 7.283D7:55�-.30.7.:2'4'.'.'.:.'.'.' 'J / � ....... � �\�' � � � ..'.'.'.'.'.'.'.'.'.'.'.'.306'8 . � ..�7_08.�-�..� 307.16 / � .�.�.� �y / '�� / � :3d�.za / ......................305,95:.:.:........'.f 306 91 �06 / ��: � 305 90 �� 305.39 / � �\G � � /6/ 306.10 ......"� f'` � / .... .. .... .......... � . .. ... 3� 305.60.....'.'.�............'.......�.'.'306.69 / � /� �./ � ''''''''''' �O�J / .3Q7 4 �JO� �O/ ,� � /(� i / 305.19 306.0 � �.' ..... 304. 2m� � ... ... / �`a'(i � .... 0307.51 0 ...'.' .�...'306.$1. � // . .. 3D5.96 /r ` / �306 11 ......... 305.26a(\ �.�.'.' .'.'..' 305.84 305.17m ��I J / ' ..'.'.:.:.:.'.'.'.' 15 MPH��..�. ...'.'.......:.� ,�°3D5.64 � �\�` � / e05.23 �� ...... �. 305.39'l ��-�3a5:48.'..... '\ .'.'.' � 305.84 '....'.'.'�3'�:'�'.'.... ..'.'.'.'..'.'.'.'.' / �OV� �7.69 .:.. / ................305�Q�.'.'.'.'.'.'.'.'.'.' G . ' m307.49 / B3D5.54 ��8°05.48�'�'.'.'.'.'.'.'.'.'�.�'.'.'.'.'.'.'.'.'... 305.07m ��GP .ie �� 3os.4a � P�P / � �os / 305.23/ '' �� 305.35 ////Gj / .307' 7 / //0 3 . 0307.46 � 305.28m/ ` 0 9 / � Rlm:307.13' NG 749 / 0305.14 � 307 30 m304.90 Wire e/ev.�3375'� �--! � o ln✓. 293.53� /� \ / 305.64/ \ / / '�/ 3// � 307.29 �.�. � 307 / � �307.58'7 ....' � � 305.84/ 307.36 "' m306.79 / // 306.4� // ..'/' � 304.82 / i� / � / �/ / / / � / / m306.63 / 308. 2 � �72 .'.'.'�� / 307 3 m306.56 / 1 / 305.4Q \ � / / m303.7,6 ��\ � . / O� / / / � / / / � � � � � 306.52 ..' ... / /�/ 304.34 / � �m306.05 � � / ..m30fi.36 / I /� �/ \ �/ / m304.94 // �� 305.26 �305.69\ �/ 3D6.44 .� �... � /� / �� 0306.06 / 3 9 m m305.59 i� �/ ' o � 304.58 / / .. / � //� / I 306.65m // 306.40 �� / � / 306.83m� yP� . ,c�'�� m30fi.39 Legend. 304.60m � ..��eQ�� / • Capped iron pin set / 303. 8 / � � 305.760 � 306.27..'.'.' 3�� m304.51/ - - � - L ■ Concrete monument � - � ..''�... 305.95 303.fi8 � o � Iron pipe NG //748 / 306.64 .. '�� / / 3ms.ga � sad / O Unmonumented property corner 3D4.13 NG �L110 � � 305.53 _ / / � � � � a Chain-link fence h -� _ _ _ �o / �06 � � � � � Stockade fence - - ..0�.39 �/ _ _ _ _ _ / -sAN Sanitary sewer line -JL - _ � o - sr Storm sewer line 305.86e ' � � ��46 / - W Water line 30'6' 4 306.74 3os.i o `�' Overhead utilities / b Guy wire � 306.43 �� "� � Transmission line tower 306.02m o 0 Sewer manhole 3os.z� ... �6 Fire hydrant � Water valve � �x Lightpole Catch basin - Signpost � Deciduous tree PLANNING BOARD PROJECT NUMBER: 15.053 �pl"OVQ� Approved under authority of a resolution adopted on by the Planning Board of the City of Saratoga 3 02�17�16 EAC ACS INTERMEDIATE WIRE HEIGHTS CORRECTED Springs. 2 02�05�16 EAC ACS INTERMEDIATE WIRE HEIGHTS ADDED Chairperson 1 10/26/15 EAC ACS MISCELLANEOUS REVISIONS Date Signed 0 10�07�15 EAC ACS ORIGINAL TOPOGRAPHIC SURVEY DATE F� EV. �A�E BV C�-IIK. D �SCII� D ��ION Certifications indicated hereon signify that this survey was prepared in accordance with the existing Code TOFOGRAPHIC SURVEY OF A FOR'I'ION OF LANDS OF of Practice of Land Surveys adopted by the N.Y. State Association of Professional Land Surveyors. Said �C, � N'�lf/ certifications shall run only tg the title insurancegcompany, governmental agency, and lending institution ANTO SSOCIATES � �� 4} YMCA OF ��RATOGA SPRINGS� JL\Li11 lO� listed hereon and to the assi nees of the lendin institution. Certifications are not transferable to addi- � t�onal �nst�tut�ons or subsequent owners. _ - �� AT 290 WEST AVENUE, SsARATOC'A SPRINGS, NY 128G6 LAND SURVEYING AND ENGINEERING, P.C. �, %'�,� s.e.�.# 178.00-4-24 Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation f of Section 7209, Subdivision 2 of the N.Y. State Education Law. Only copies from the original of this o� ^� Contour interval: 1 ft. surve marked with an ori inal of the land surve or's embossed seal shall be considered to be valid co ies. `!, "` Y 9 Y P 1 BARNEY ROAD • SUITE 109 • CLIFTON PARK, NY 12065 PHONE: (518) 383-8001 • FAX: (518) 383-6026 °`�Q � DRAWN BY: EAC CITY OF SARATOGA SPRINGS SCALE: 1" = 50' In addition, only copies from the original of this survey marked with an original of the land surveyor's si nature in RED shall be considered to be valid co ies. � �� CHECKED BY: ACS COUNTY OF SARATOGA DWG. NO.: 4984-15 9 P C C) 2015 A�ociat�s p,C ArII IZ�'��,,�e,��aerv�ed � � 'I �' � � 'd' V�' �(JI KA/IG��I' ANDREW C. SCHAUFFERT, L.S. LICENSE N0. 049901 DATE: 10/Q7/15 STATE OF NEW YORK REV.: 3 _ _ - - - - - _ _ _ - - - - - - - I - - - � � � � � � - - - - - - - - - - _ WESTAVENUE �� - - - - - _ TheLAGROUP � _ „ Landscape Architecture&Engineering P.C. Peop�e.Purpose.PCace. � � � � � � � � � � � � � �. � � � � �� . � -�: .� .� : � 40 Long Alley p: 518-587-8100 ` � � � � � � \ � � _ / � � � I�fY 12866 prings w f.th81 g$up.com I �� : -� � � ____ �" - � ,� n a 1 \ ` - � EXISTING STABILIZED 72" HDP� ��➢ � � \ �0 CONSTRUCTION ENTRANCE 2 Unauthorized alteration or addition to this C-4.0 / document is a violation of Section 7209 of the �o � � PER CURRENT SWPPP � � � �� \ c�u New York State Education Law. � � � � ` � \ � � \ �o �� \ � ,� ��1� c0 the LA Group 2021 J� I o � � � CONCRETE WASHOUT C-4.0 \ � o I �° _ a :��. \ � � � \ O Prepared for.• � I � �.:,;.� � , 1 � � � c�� / 1 � ,� Saratoga Regional � � I � � � :. � � CD '� ° CLEAR AND GRUB ' 4 � YM CA i � � � � \ VEGETATION, TYP. � SILT FENCE, TYP. C-4.0 ' I C � �� I � � � I 1 ��,�` 290 West Avenue � LIMIT OF WORK � , , LIMIT OF WORK S a r a t o g a S p r i n g s, N Y 1 2 8 6 6 a ' ' ' � � ' ' SF , , F - , , , , , , ,� , , , , , �� I � � , , ' SF SF ", � , , � � , ,, , , , , , , , , , , , , , , , , , , , , . SF SF � , , � ' ,� , � .,. � , � , � ,. , ,. , ., ; ., , , � , . � , , � , , � , . , , � ,. , , . , , �. ,. , ,, ,. , , , . , 6 . , � , , , � , o� / / / � / � / � � / l �� ./ / / % /' / � � ./ � . ,' � . . � . / /� / ! / / � . '� ./ j � / / � / /� �� / / � / ./ � ./ j , . . , // / /i / / / / / / /� / / / /' ! / / /i / / / / /i /� /' / /� /' / / . � U .� / / �/ / / /. % / ,� ./ ./. / � � / � � ��/ � �. /. � / ��r '� . . . ' , . ' /. / � / / � /,.� . � ' ��` �f / � / / �� / j � %. /. � ./ � '✓ /. / . ' . . � ' �. .� �/�/ � / ,/ �� %' % � / / �' �/ j � / ./ �. / / ./ / ./ �. /.� / / / ./ , � ' ' , . 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' .. . . . / �/' / / . /// //F ///' /// // /.// . ' ' , . . \ �1 / / / /' / / / ��/ /� / �/ / / ' / / �.,/.. '/ / / / /. / � - /, / ./. / / ./ '/ i / / i. / / ./ / / / �,. ! ,i / / '/ . . . . . . . ./ /. . . . . / / / / / /. ./. / / � J / '� / . . . . . . . . . . , ' / '/ � / ,/ � / / �� / ) / . . . . . . . . . � .. . . .. .. .. . . � � 'Y . ., � /' ,�. .��/ 1 /�/% � /� / ��. �� /.�.��. '� /� � � �/. ..� . . . . . . . . . . ' . � .. ' � . . ,.. � , " % ,�/ j /� /. // %// � // . / // �/./ . � . � ' .. . . . . � . . . . . . . , . ! i/ � /y// /. ////' / //� . / . . � � :.�� \ . . � ' ' , , .. . � � :' . . ., , .' , . ' � � .. � ' � ' . . . . , ' ' . , . , . . ' ' . ' . � . � ' � � . ' ' � . ' . � . � . ' , . . �, � . � / / � REMOVE.SIGNS ' �. ,';' ,: �' ' , ' . ' . / , � � � i - � � � � � � � � � � � � � � � � � � � � � �,� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� . . .. , . / , . / / � � LIMIT OF WORK � I � \ \ - 11 SAWCUT EXISTING ASPHALT 11 ' - RELOCATE �� / � Y � t,., INLET PROTECTION �/ � INLET PROTECTION, , � � o ' C-4.0 � � PAVEMENT,TYP. C-4.0 EXISTINGSHED / '. � � \ � � y, TYP, \ � TYP, � � � � a : a � � � � � � v _ _ � _ , o �, I � � �'�,'� y �. � . / � � � a � > _.� . s � . � � � � • � � � � .: ; � ,34 /.f. _ '• •::• . . • . .. � � . 18" HDPE � � � :' •�• � � � I • ,� . � •. . a , • � � . : � � • ' . • .. . • . . . .:. • ; •. • , ,. �, ` � I _ I ,, r � • .; '.�. � J '--�� . �\ C�n v I =l I ..� _' � � � ��.. �S ". . • • "'� '��'' � � I � I • -"' OBLITERATE REMOVE + + . + :+ '�. �� o�, � o� � '_ �. � � �':_ . PAINTED LINES CONCRETE CURB +++t*.++++++++ �� . '.� ; _ •.. , � + .+ + + -+ :+ + � . o I -o I . , � O- -� + + + + + + + + �. . . �� I k ? . , � ^ ��"..' PROTECT AND MAINTAIN ' c� + +. + .+. I + ..+ .+. + . , � � ++++.++++�.++++++++ . �• -. HYDRANT AND TRANSFORMER : + + +. + + + + + + ' . • �. . .., + + + .+ + + +. + +. � r� �. , � •.� . + + + + + + + .+ � EROSION & SEDIMENT CONTROL NOTES � + + + t + + + + • � .• •' REMOVE CONCRETE PAD + + + fi + + �. :e +:++++++++++}+ � � �" . + + .r + + . , / � ��`� _ 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE 9. A CRUSHED STONE, TIRE CLEANING PAD WILL BE INSTALLED WHEREVER A � + .+ •co°' REMOVE EXISTING GRAVEL - � OWNER'S REPRESENTATIVE TO REVIEW THE PROJECT STORMWATER POLLUTION CONSTRUCTION ACCESS EXISTS. THE STABILIZED PAD WILL BE INSTALLED ACCORDING Fr SF � ' PREVENTION PLAN (SWPPP) FOR SPECIFIC REQUIREMENTS REGARDING EROSION AND TO THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS. `D � PARKING AREA 3 . � I SEDIMENT CONTROL AND STORMWATER MANAGEMENT. °,: � C-4.0 TEMPORARY STOCKPILE I I .�_ . °t 10. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES. ; 2. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE � '�•. .� .. PRIOR TO ANY SOIL DISTURBING ACTIVITY ANDIOR INSTALLATION OF PROPOSED 11. ALL CATCH BASIN INLETS SHALL BE PROTECTED WHERE REQUIRED a:� ' . STRUCTURES OR UTILITIES. � .��' 12. ALL STORM DRAINAGE OUTLETS SHALL BE STABILIZED, AS REQUIRED, BEFORE THE � p ' ,X 3. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE DISCHARGE POINTS BECOME OPERATIONAL. �• .' �`,�' • • � . ;- . .°'. . - . _ _ � PRIOR TO ANY GRADING OPERATION ANDIOR INSTALLATION OF PROPOSED :. . _ STRUCTURES OR UTILITIES. 13. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO PREVENT EROSION BEFORE ' , . �;'••-�,;' :; � ' � I � GRASS IS ESTABLISHED TO PROMOTE EARLIER VEGETATION COVER, ;,,.��. - •� '�' Z 4. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE � � ..�-: ��;`• STRIP AND STOCKPILE � CONSTRUCTED IN ACCORDANCE WITH NYS DEC AND THE CITY OF SARATOGA SPRINGS 14. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO �� CD - • '� �` n ' � : .. , ,: -� . C 'fOPS01L, TYP.. REQUIREMENTS, BE DETERMINED BY THE EROSION CONTROL INSPECTOR. � � `. '. � - 4 SILT FENCE, TYP. :e � �. � �. m � � S�xy C-4A � 5. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE 15. A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN MUST BE MAINTAINED :' .• �,• � �. .�� II � � ' +�} . '" I UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AS PER THE ON THE PROJECT SITE DURING CONSTRUCTION. : '.,-'�. � ,"'`• � -�-� �.. � � � .� � •, � >.. / . . Pro�ect Title.� . � APPROVED SWPPP. -�-. . .-. � '� f � . �:. � . ; w � REMOVE CONCRETE PADS ' -}-� � ' � 6. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL 16 ST EPER THAN 3LOPES OF ALL EXPOSED SURFACES SHALL NOT BE CONSTRUCTED � �� •,v o Q ��. m YM CA S ite P I a n ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING ��` �-% � ' + FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT 17. DUST SHALL BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO DEC ¢�,: _; O � � 5 TREE PROTECTION FENCE M Od i f I Ca l I O I1 FROM THE CONSTRUCTION SITE. STANDARDS. ^� '+ � . - � � +\ C-4.0 ' -� Q � :°J . � � + 7. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL 18. ADJOINING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLING ��` - � r STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL OPERATIONS ON THE PROPOSED SITE. Q�• � / ' • " 290 West Avenue FACILITIES. �'�' � 1 9. U S E S T A G E D C O N S T R U C T I O N M E T H O D S T O M I N I M I Z E E X P O S E D S U R F A C E S,W H E R E � ` , S a r a t o g a S p r i n g s, N Y 1 2 8 6 6 �_,', � 8. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED BY THE APPLICABLE. � ' REMOVE EXISTING ` � .. CONTRACTOR ON A REGULAR BASIS AND AFTER EVERY STORM EVENT. �-�./ PLAYGROUND STRUCTURE �I � i , . � -: , � GENERAL NOTES SITE PREPARATION NOTES � -:� • g "�� REMOVE ASPHAL \ • ' � RELOCATE SHED ` � 1. SURVEY INFORMATION HAS BEEN PROVIDED BY SANTO ASSOCIATES LAND SURVEYING& 1. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH INCLUDING SF PAVEMENT, TYP.T \ ENGINEERING, P.C. DATED OCTOBER 7, 2015. BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE, AND LEGALLY � '�� - DISPOSED OF OFF-SITE BY CONTRACTOR. �� LIMIT OF WORK - - - _ 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT , � • INLET PROTECTION, ��4 0 I F�S'C'S, - r� O r � __ . S r --_ � - r � - _ _ _ . TYP. Irr , r U,F.P.O, (1 800 962 7962)AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY 2. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED, THAT ARE ,. .� F� 7 �_ i r r =r r i 1� COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE � .'_- � �tij� � is=-� � T -T r r T r y r r � ; r i r ;I 3 BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO OWNER, SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. �.�' EXISTING PLAYGROUND AREA � T' �M�r= �T _� �+ � AND FENCE TO REMAIN / �grOU n<� � --� � FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY � • ,� OF THE CONTRACTOR. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ' SF CONDITIONS THAT ARE DUE TO CONTRACTOR OPERATIONS AND WHICH ARE U� SF �� 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND OUTSIDE THE LIMIT OF WORK. � . �_ �..•� .� ,• �' . , . �i 6 �f >8" y�pE � f � LIMIT OF WpRK Project No.: 2021027 . . REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS � �_ '� `� � ': '' '�� -" "• � ' �� '- -' '� � '' '- •- '' '� �� _ , , \ � Design: MCB _ . ;.. . . . . .. 71 sr � TO THE OWNERS DESIGNATED REPRESENTATIVE. 4. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO � � ~ � �/ � ,�� f Drawn: CML Ch'k'd: MCB PREVENT TRACKING OF MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS � � � o�� sr I 4. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ORIGINATING FROM THE JOB SITE SHALL BE CLEANED BY THE CONTRACTOR / `Q / , ' Date: 6/16/2022 Scale: 1" = 30' .� . ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DAILY. .;: .�� ' � � � i DESTROYED OR DISTURBED. � � Rev: Description: Date: 5. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, 5. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH LEG E N D UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. EDGE.WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING WITH NEW. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF REMOVE ASPHALT PAVEMENT DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS REMOVE EXISTING GRAVEL BEFORE COMMENCING CONSTRUCTION. + + + + + + + + + CLEAR&GRUB VEGETATION 30 0 10 20 30 7, CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES,TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY Drawing Tit/e ...:.....:: . . . .... . ... ..:.. TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. '' �`� �..::::�<�. STRIP AND STOCKPILE TOPSOIL Scale: 1"=30� S I T E P RE PA RAT I O N 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITTING, INSPECTION AND XXXXXXXXX ITEM TO BE REMOVED P LAN CONNECTION FEES ASSOCIATED WITH THE PROJECT. 9. PRIOR TO REMOVING ANY TREES CONTRACT SHALL MARK TREES TO BE REMOVED FOR ��^� REMOVE ITEM P I a n n i na B o a rd # XXXXXXX LANDSCAPE ARCHITECTS APPROVAL. ALL STUMPS SHALL BE GRINDED DOWN TO 6" �+ BELOW EXISTING GRADE. SF SILT FENCE APPROVAL: 10. ALL DISTRURBED AREAS SHALL BE RESTORED AS INDICATED ON THE MATERIALS PLAN. APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE DrawingNo. � INLET PROTECTION PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. � � � � PROPERTY LINE CHAIRPERSON C- 1.0 LIMIT OF WORK DATE SIGNED � � � � � � � � � � � Th e LA G ROU P � _ „ Landscape Architecture&Engineering P.C. Peop�e.Purpose.PCace. � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 40 Long Alley p: 518-587-8100 � � � I�fY 12866 prings w�.th8lay$up.com � � � o � � c� � � � I N -{ � Q I i4 n d y N Unauthorized alteration or addition to this i �, � document is a violation of Section 7209 of the �� New York State Education Law. � � � � i � ��10 c0 the LA Group 2021 � � �' •' WOODEN 4 O Prepared for.• � o �.:_� GUARDRAIL, TYP. C-4.1 � . I � .',� POROUSPARKING �J �C� Saratoga Regional I � DUMPSTER ENCLOSURE, 12 POROUS 1 SIGN I o °'� Q TYPE 2 CONCRETE � ' � PAVEMENT PAD G4.0 PAVEMENT, TYP. C-4.1 9 �� YM CA � � POROUS PARKING 9 � C-4.1 RETAINING WALL ��` 290 West Avenue � SIGN RETAINING WALL C-4.1 POROUS PARKING SIGN PREVIOUSLY Saratoga Springs, NY 12866 � �, �." APPROVED LIGHT POLE PREVIOUSLY APPROVED � I � LIGHT POLE � 0 12' r�� s 10 �g��o \ "��,6' `• ,/ Oj �2 O3 �4 O5 6 7 �8 O9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 �+\v+ 37 38 39 40 41 42 43 44 45 � 47 O 49 50 51 52 53 54 55 56 NO PARKING SIGN � ,!/ � . _ ��s � i�, ao 6 ASPHALT I �,o� � 1 POROUS ��Q (2)4" BOLLARDS �h,Q TRANSITION CURB C 4.1 � 9',TYP. � C-4.0 PAVEMENT, TYP. �_ 9'�P� C-4.1 PAVEMENT TYP. � �_ � � � 30 � � TRANSITION CURB C 4.1 C 4.1 TRANSITION CURB � � a 6 1 � � � � 6 5 6 6 6 7 6 8 6 9 7 0 7 1 7 2 7 3 7 4 � � 57 58 59 � • - . � : . � � ..:': � :,• - - +- T T � ' . . .� =. '�� o �'.: . .- .. . . . � ., � NO PARKING SIGN � _ . • .. . . . � • .. . ��_; : _, � � d a� . � r : , •. . . •, n � � H �..� '• � � ��.. • FL H RB � `L�oo : ,: � • '• .... _ CONCRETE 7 US CU Q- < .� ' . � � • ''; �. �o SIDEWALK,TYP. C-4.0 ' . . ��; . � �_� . . . �� , POROUS PARKING • ,, _ �_�.��. �`�_'� � '��. . ACCESSIBLE PARKING 3 SIGN , � . . , � ��' AND SIGNAGE,TYP. C-4.1 � ��- � � GENERAL NOTES � �` . CONCRETE PAD .� .�„ � . � � 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "'AS-BUILT'SURVEY PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. � ', CONCRETE CURB, 8 / � :e MAP OF A PORTION OF LANDS OF COUNTY OF SARATOGA INDUSTRIAL DEVELOPMENT �' :.� :��.' TYP. G4.0 / . . � AGENCY", DATED 12/17I07, AS PREPARED BY SANTO ASSOCIATES LAND SURVEYING AND 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM 'm� / ' . ENGINEERING, P.C. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. �.. � ` • � I SURVEY. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND �"� f -- • STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE �:' � � I � I 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER�s �� = PREVIOUSLY APPROVED � U.F.P.O. (1-800-962-7962)AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY REPRESENTATIVE. / COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES p� ..;' ADDITION �7,000 SF a�j �/ BEFORE COMMENCING WORK.ANY COSTS INCURRED BY THE CONTRACTOR DUE TO 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION �° a�.��-� (BUILDING PERMIT RECEIVED) �� . `, �X FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY SHALL BE RECORDED BY THE CONTRACTOR ON "AS-BUILT DRAWINGS,"AS SPECIFIED. • . �-,:. ��' , � OF THE CONTRACTOR. ' ..''c- .;�: �� / � _ I 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL , � •; � -' � / • 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BE LOCATED WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED . " �"�� .{ ' 0 DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES BY THE OWNER'S REPRESENTATIVE. �� ' ' = - � � (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED ;• � � � �.'.. � � � -� .: .� � C� � , __ . >> LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS,TREE ROOTBALLS, PROPOSED 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A � � : . •r • _' LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE :� �� ..� t. � m � � '� SHALL BE DONE BY HAND.ANY DAMAGE AND WCURRED COSTS DUE TO FAILURE OF THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS `� ' "` � �� O � �v / • � CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL � ' �•t..�� CONTRACTOR. PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE ; ''' "` •;� � � �� / . , I Pro�ect Title.� . ; . CONTRACTOR'S FAILURE TO DO S0, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE � �. �-. � � o � - PAVEMENT TYP. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND OR DEFECT IN HIS WORK CAUSED THEREBY. �- ,p ' �.� O � y f/ � C 4,p ASPHALT YM CA S I le P I a I1 REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS � � = � Q PROPOSED ADDITION '' � f � ' TO THE LANDSCAPE ARCHITECT. 12. PROVIDE EXPANSION JOINTS AT ALL CURBS,WALLS, STEPS, LIGHT POLE BASES, PULL t • .�`; � � � � - M od i f i cat i o n BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. ,�� ,�'� '; � � rJ,100 SF ' 5. LIMIT OF WORK LINE IS NOTED ON DRAWINGS.CONTRACTOR IS RESPONSIBLE FOR ALL •�;� Q J � CONCRETE PAD DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR ��•:�: - r AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN �` ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.CONTRACTOR SHALL NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND ..�.•. � � • 290 West Avenue MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF WORK LINE. IF NO LIMIT DRIVEWAYS. . � Saratoga Springs, NY 12866 OF WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. �-�..� 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF � 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. � " , � ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS �I / / . i DESTROYED OR DISTURBED. BEFORE COMMENCING CONSTRUCTION. � � ' / � g � � � • ; �� . � � 7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY ° ° o Qf--o o�� o 0 MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO REQUIREMENTS DURING CONSTRUCTION. � �'. � SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO � � �' � I 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY �, � ". / � o PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY •� �' � � � �/ � LAYOUT NOTES. TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. � Y.: �� / ` " 3 � � � � Playground o � �� / . ,I 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE � �,, o REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. o j� , "' � Pro ect No.: 2021027 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S _ I// � �/ , ! Design: MCB R E P R E S E N T A T I V E S H A L L B E N O T I F I E D O F A N Y D I S C R E P A N C I E S. F I E L D A D J U S T M E N T S � � // �o/ I Drawn: CML Ch'k'd: MCB MUST BE APPROVED BY THE OWNER S REPRESENTATIVE PRIOR TO CONSTRUCTION. � •, o / � o / � / �/ I Date: 6/16/2022 Scale: 1" = 30' 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM � � � � ,�� WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. Rev: Description: Date: 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF LEGEN D CURB. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF � � � � PROPERTY LINE NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE -x-x-x-x-x- CHAINLINK FENCE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO 30 0 10 20 30 coNsrRucTioN. CONCRETE CURB Drawing Tit/e 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED � TRANSITION CURB Scale: 1"=30' IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO LAYO U T & CONSTRUCTION. ASPHALT PAVEMENT MATERIALS PLAN 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS P I a n n i n g B o a rd # XXXXXXX (WALLS, FENCE, FOOTINGS,TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETc.). POROUS PAVEMENT CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR APPROVAL: TO CONTINUING WORK. CONCRETE APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE DrawingNo. 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. RESPONSIBLE FOR VERIFYING THE VERTICAL& HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. PREVIOUSLY APPROVED CHAIRPERSON �-�.O � LIGHTING TO BE INSTALLED FOR THIS PHASE DATE SIGNED _ _ - - W �, �v= - - .. _ _ - - - - - _ - - - - - _ _ � � � �JJ � � - - - - - - - - - �� - - - - - _ TheLAGROUP � � � _ „ Landscape Architecture&Engineering P.C. Peop�e.Purpose.PCace. �� . �� . � � � � �� • � � � .� : � 40 Long Alley p: 518-587-8100 I � \ `o N I J \ \ ` � � I�fY 12866 prings w�.th8lay$up.com � I � � �•� � � � � _ � � �J _� � I N -� � � , °' _ � � a � \ � � \ _ � `fl n \ » h,�P � � Unauthorized alteration or addition to this � � cn � < � . - ��N � document is a violation of Section 7209 of the ` � � �� N � c��u � \ New York State Education Law. \ 3 ` � - � o �'' � � � \ � �o � \ � O �l� c0 the LA Group 2021 o a,a, � o � � � N i�� .�. � ��, � � O� Prepared for.• � ° � � � 1 � ,' ,�c� Saratoga Regional � � �� :. � � I � � CD �: � � 4:1 SLOPE TO BE PLANTED WITH a � / �� YM CA O � � NATIVE STABILIZATION MIX, TYP. �� a�,��`� 290 West Avenue � � I ewsos.00 awsos.00 � awsos.00 � Saratoga Springs, NY 12866 \ �y ' TW306.50 BW304.00 TW308.25 TW309.00 TW309.00 � BW305.50 BW306.00 BW308.00 BW306.00 C � � 304 305 7 o \ , � 305 310.85 � (�\� O� � 30 308 309 310 310 311 310 308J0 308.33 � \ - \ Y I \ � 309 71 309.7 HP310 60 10.2 HP31 .69 / O\ / � 311.31 . � � � � �� _ _ � _ � 31� • _ ��/ - � �j �.� / I r' J \ C _, EX�4� �.42 �E2SkiP�1Q,24 E�� EX310.95 EXHP311.33 EX310.45 �y�'` WARP ASPHALT UP � � � � � • ' � C�' �� BC311.83 �� _ � � \ � � o o � / � � / TO FLUSH CURB sos.ss / � � � y, v \ � �� ,` � / � � � � I fi � C�ii O � �•Q EXTC312.63 TC309.60 / I � � � � � � � O Q �' / ' EXBC312.13 � � F 31 .3 �,, BC309.10 � I �, I �`^?,� C''^?� �/ . W ��W 2�7.84 o u.i.r. W -312 T 31 .7 �' � � 308.79 � -� � I I �``� �� ' � � B 31 .18 308.70 ' � � '; < • ., . TC312.68 312.65 - - +- I I .: ; ,34 /.f. . Ca I � � " � • EXBC312.16 � I ' » . . �' 6 - � 18 HDPE � � ;. .•• � a '�.,. .- . . .. • , • . . . . . . . . � FC312.11 �� .. . . . • . - . . , � �� cn � 3 I I ,. r � q� � � .; . . . _. :. • . . � . , . , .. . _ i ec3ii.as �� .. Z �: o .� u,. 3�Z.os / O �� I _l I . � •`�, � �:. . 312.50 / �� 0 0 � I . � � 313.00 • '�~' �" " � . c�o 4i 73 LF 6"SDR-26 M � �" ��? � o� � '• � �` , @ 4.23% �a CONNECT TO EXISTING SANITARY � ' � I ,�`� I . :• � ,�� ' . , MANHOLE AND ADJUST RIM - � � .��'�'. � EX309.05 RIM: 310.10 � ' GRADING NOTES ` '� � NEW INV. IN: 304.91 - � � � �' BLDG INV.: 308.00 EX. INV.'S: 302.45 -` � � 1. SURVEY INFORMATION PROVIDED BY SANTO ASSOCIATES LAND SURVEYING& 10. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL -�� :e / ` ENGINEERING, P.C. DATED OCTOBER 7, 2015. TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS •-• 5 ' • � � SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING mr SANITARY CLEANOUT C-4.3 <;3 � • X 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING � : � � � �� I DISCREPANCIES BETWEEN THE PLANS AND ACTUAL CONDITIONS. DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS Q"� f � �o - • PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. -��:� N �� . FFE: 313.00 M M �/ �� I � I 3. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED � p�' :,� � - - :� , LAND SURVEYOR. 11. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINES SHALL BE DONE BY ` HAND; DO NOT EXCAVATE SOIL WITH MACHINERY. THE CONTRACTOR SHALL REPAIR ANY p�':'.•�. -' I �" / \ \ x 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION � h. :';-' � I �/ • \ _ � I MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSS PITCH OF ALL OPERATIONS AT NO ADDITIONAL COST TO TO THE OWNER. • . -��. � > SIDEWALKS IS 2%. ' � �= ` ' I ' � I �' : "�' � 312.50 • 12. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE . . � �' • ' ' � � - -." �.:�_: --< I � • _ � � 5. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES(6")ABOVE BOTTOM START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT . . OF CURB UNLESS SHOWN OTHERWISE. THEY WILL NOT BE DISTURBED BY CONSTRUCTION. �� .� ' ' =' � o \ � �. � � -: ��.�... � � � � , . -: � , � 6. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND 13. CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREA AND AT SAME PITCH � � : . • • \ GRADE OF THE EXISTING PAVING WITH NEW. AS SLOPING PAVEMENT. IF STRUCTURE SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO :�.� .� � f.'' r�T� � � � . FACE OF CURB. .: •.� "' ' r '-. .: / 7 7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. �. •: �' �•t.:�� \ ' � CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES 14. ALL COMPACTED SOIL SHALL BE DE-COMPACTED AND RESTORED IN ACCORDANCE WITH ; .�•_''' � "` •; � � / - o .' , � I Pro�ectTitle.� INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. NYS STORMWATER MANAGEMENT DESIGN MANUAL, AUGUST 2010. REFER TO CHAPTER 5, � e' �:. '�`. c� � / D P.5-21 AND 5-22,TABLE 5.3. �� ,p .` � o � ' _ � YM CA S ite P I a n 8. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING � '�" .. Q 39 LF 12" HDPE @ 2.23% � \ . � � 3�0 � ' + JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A 15. NEW PAVEMENT TO MEET EXISTING ASPHALT OR CONCRETE FLUSH WITH SMOOTH .t � .��; � M Od i f I Ca l I O I1 SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. TRANSITION. NEW CURB TO MEET EXISTING CURB FLUSH �'� �' "T° � - � � BLDG CONNECTION ' � -_. Q �,. °J-' � � INV.: 309.00 36 LF 12" HDPE - 9. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING _ ��•� � - o r VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. � ' • @ 0.5/o � °" � � • 290 West Avenue j � `� . 3�' � _ - � Saratoga Springs, NY 12866 UTILITY NOTES SANITARY SEWER NOTES , � ��:�: = J <:'. .. 312.50 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL � �' / � 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962)AND THE PROPER LOCAL . � 312 o T ' 3�2 � A UTH ORITIE S OR RE SPE CTIVE UTILITY C OMPANY HAVIN G J URI SDI CTI ON T O C ONFIRM THE CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF ' � �'�° 3 / 3 � � � 3�� ADDITION TO EXISTING LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.ANY COSTS INCURRED SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT#1 STANDARDS. � : � ; _ � G4.3 g o �� INFILTRATION CHAMBER SYSTE B Y T H E C O N T R A C T O R D U E T O F A I L U R E T O C O N T A C T T H E P R O P E R A U T H O R I T I E S S H A L L �, ' � �Z'`-. I 2 ROWS OF 10 CHAMBERS B E C O M E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R. 2. A L L S E W E R P I P I N G A N D F I T T I N G S S H A L L C O N F O R M T O T H E S T A N D A R D S P E C I F I C A T I O N S � �� INV. STONE: 306.90 . � ':�� --.:.�-� , _ FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE - ,� - � :� �"w�' � CONNECT TO 2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET S a a o�;,, 6 _ THE CITY ENGINEER PRIOR TO CONSTRUCTION. � � '�.' a�� _ v 6, CONTECH CS-4 EXISTING 12"STUB -r� � PUSH-ON JOINTS. �,� ��v C-4.3 �,vn,a, HYDRODYNAMIC SEPARATOR INV.: 307.95 _ - - -_- .. .. � . - `v�' RIM: 311.46 r= r T � � r -_,;� 3. SEWER CONNECTION SHALL BE REVIEWED AND APPROVED BY THE SARATOGA COUNTY 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND � �,.- 12" INV. IN: 308.13 T= T 1 ►� SEWER DISTRICT#1 PRIOR TO CONSTRUCTION. APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF � 12" INV. OUT: 308.13 y'�'�`0 U n d ' - SAID MATERIALS. SUBMIT COPIES OF APPROVED SHOP DRAWINGS TO SARATOGA � o �r� =r r r __ � � 4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE COUNTY SEWER DISTRICT#1. � � � = y ___�__ T T ; �� - = �� AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE -�. • - � o / � U� / \ REQUIREMENTS. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE SARATOGA ;. : , , . .. � . . . , . .: . '.,•' •: .` .�" _ ST � >8" HDPE J � � Project No.: 2021027 / _ , . .. : - . .. , . .e . . .: . '- ' ;.. . . .. . . . �� ... .. � ST 16 /.f. . . . . ., . . _, : ... • ST � � + COUNTY SEWER DISTRICT#1, PRIOR TO INSTALLATIONS. - / / � / - � � Design: MCB 5. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL ,� � � � / � � �42 �f I Drawn: CML Ch'k'd: MCB BUILDING FOOTPRINT CONFIGURATION. 5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH OF PIPE • I / / �-; o�� sr DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. LEAKAGE TEST SHALL \ � � - / o� / a Date: 6/16/2022 Scale: 1" = 30' 6. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL BE PERFORMED WITH A MINIMUM POSITNE HEAD OF 2 FEET AND SHALL BE IN • I `�� / � j � /� , � + MUNICIPAL AND BUILDING CODE REQUIREMENTS. ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT#1 STANDARDS. � Rev: Description: Date: 7. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC 6. LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE L EG E N D FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ASSOCIATION, UNI-B-6-98. CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL COORDINATE � � � � PROPERTY LINE EX. SANITARY SEWER LINE LOCATION OF ALL UTILITIES(LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS(WALLS, FENCE, FOOTINGS, TREE 320 PROPOSED CONTOUR LINE EX. STORM SEWER LINE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC,)AND IMMEDIATELY REPORT ANY EXISTING CONTOUR LINE DISCREPANCIES TO THE OWNER'S REPRESENTATIVE.ANY DAMAGE AND INCURRED COSTS EX.WATER LINE DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY ST PROPOSED STORM LINE 30 0 10 20 30 THE CONTRACTOR. EX. SEWER MANHOLE SAN PROPOSED STORM LINE Drawing Tit/e 8. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. EX. FIRE HYDRANT Scale: 1"=30' . CONCRETE CURB G ra d i n g, D ra i n a g e� 9. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK EX.WATER VALVE & U t i I i ty P I a n AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. ASPHALT PAVEMENT EX. CATCH BASIN 10. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, P I a n n i n g B o a rd # XXXXXXX STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF POROUS PAVEMENT CONSTRUCTION. APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE DrawingNo. CONCRETE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON C- � .O DATE SIGNED 8' MIN. CONCRETE WASHOUT SIGN � NOTE: CONCRETE � �� UlJ I � � EXPANSION JOINTS SPACED PROVIDE CLEAN SQUARE WASHOUT STAPLES (2 PER BALE) WOOD OR METAL � O FINISH GRADE ALONG CURB 10'O.C, MAX. CORNER WHERE BITUMINOUS � STRAW BALE STAKES(2 PER BALE) � `� �� UlJ O 6 WALK ABUTS CURB 6�� 1/2" RADIUS � � � � � 10 MIL � O O � O 0 � III I I �I II� 1l4" RADIUS FINISHOR AWNBSEE PL�ANS PLASTIC N Th e LA G ROU P LINING � � PAVEMENT ° 0 o N v ° v cfl a Landscape Architecture&Engineering P.C. p a FI N ISH GRADE Peop�e.Purpose.PCace. DRIP EDGE - ° � CAST-IN-PLACE � 4,000 PSI z � � �° a°� °� � C% °°� � CAST-IN-PLACE 40 Long Alley p: 518-587-8100 � NOTES: o�o� a a a °° o � � CONCRETE CURB SEE � � Saratoga Springs f 518-587-0180 � o 0 1. WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS AND AS � 9 00 0o Q o o° °o CONCRETE � RETE CURB Ny 12866 www.thelagroup.com DIRECTED BY THE QUALIFIED INSPECTOR. ORAGE POLYETHYLENE ° a �� a a SPECIFICATION Q a 2. LOCATE 100' FROM STORM DRAINS, OPEN DITCHES,WETLANDS, STREAMS AND � WARNING FENCE GRAVEL � � � OTHER SURFACE WATERS. °°� � ° �� °` °� � COMPACTED TO - Unauthorized alteration or addition to this - z ° �„��O <o COMPACTED 3. PRE-FABRICATED STRUCTURES MAY BE USED IF APPROVED BY QUALIFIED � - o _ �- o document is a violation of Section 7209 of the � WATERPROOF PERMANENT � °�,o�'��a 7° o 95/o STANDARD � GRAVEL BASE New York State Education Law. INSPECTOR. � PROCTOR Q Q Q Q Q 4. CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID&CONCRETE GENERATED BY � � ; i SIGN READING: "TREE � � ° NYSDOT SECT. 304, j ' PROTECTION AREA" TYPE 2 WASHOUT OPERATIONS � � ; i c0 the LA Group 2021 5. INSPECT DAILY FOR SIGNS OF DAMAGE OR LEAKS& IMMEDIATELY MAKE � � ``��'� / SUBGRADE COMPACTED 6" 6" 6" 10 MIL PLASTIC LINING NECESSARY REPAIRS. ; G_f_�-=' METAL POST FULL CURB AT LAWN TO 90% STANDARD FLUSH CURB IN PAVING Pre ared for.• 6. CLEAN, OR CONSTRUCT NEW FACILITY WHEN WASHOUT BECOMES 75% FULL. � �,___�,_� __- --- - ` PROCTOR p STRAWBALES STAKED INTO GROUND REPLACE PLASTIC LINER WITH EACH CLEANING. ��J � ii Sa rato a Re I O I1a I 7. WHEN FA ILITIE ARE N L N ER NEEDED REM VE HARDENED N RETE �' C/ -------- � S o o � o �o � 6 CONCRETE CURB g g SLURRY&WASHOUT MATERIALS&LEGALLY DISPOSE OF OFF SITE OR RECYCLE. 8 SCALE: NTS YM CA TREE PROTECTION DETAI L 290 West Avenue - _ CONCRETE WASHOUT � JOINTSEALANTPERSPEC. � w � SAWCUTJOINTWHERE Saratoga Springs, NY 12866 1 SCALE: NTS SCALE: NTS � � SHOWN ON PLANS NOTES: 6 x 6-W6.0 x W6.0 WELDED 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, � WIRE FABRIC WITH 12" MIN. 6 x 6-W6.0 x W6.0 WELDED TOP COURSE- NYSDOT ITEM , CONSTRUCTION SPECIFICATIONS: 402.098302-9.5F3 H.M.A., 80 DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC - � � LAP SPLICES&3" BOTTOM _ _ WIRE FABRIC WITH 12" MIN. 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ' CLEARANCE LAP SPLICES&3" BOTTOM SERIES COMPACTION ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY � 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF � CLEARANCE CONCRETE EQUIVALENT. PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO PREMOLDED 1/8"JOIN 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE PERMITTED. TACK COAT- NYSDOT ITEM CARRY DESIGN LOADING. 1/2"JOINT EXPANSION JOINT LOT WHERE A 30 FOOT MIN.WOULD APPLY. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL � 407-0102 DILUTED 2, TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN FILLER 3. THICKNESS-NOT LESS THAN SIX(6) INCHES. PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC o w o 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. EXPANSION JOINT CONTROL JOINT � o � BINDER COURSE-NYSDOT ITEM 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR 4. WIDTH-TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY, _ � � � 402.198902- 19F9 H,M,A., 80 CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.ALL TESTING EXPANSION JOINTS TO OCCUR 20'O.C. TOOLED JOINT 5'O.C. OR AS SHOWN WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA � w m �w SERIES COMPACTION PG SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE MAX OR AS SHOWN ON PLANS &AT ON PLANS&OTHER DETAILS OR TO GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED o � � BINDER(LIQUID ASPHALT) ALL CURBS,WALLS, PIERS&WHERE MATCH EXIST. SCORE JOINTS. PLACING OF STONE. SEDIMENT TRAPPING DEVICE. � GRADE SHALL BE PG-64-22 PAID BY THE CONTRACTOR. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE � � 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO SHOWN ON PLANS OR OTHER DETAILS. TOOLING SHALL ALSO OCCUR AROUND �� COMMENCING PAVING OPERATIONS. ENTIRE PERIMETER OF CONCRETE PROVIDED AFTER EACH RAIN EVENT. //�//�//�,�,., i\� \� \� \� \� PAVEMENT. EDGE OF EXISTING ��/��/��/��/��/�� COMPACTED GRAVEL- 5. BINDER TO BE PLACED IN 2-2" LIFTS WITH TACK COAT BETWEEN ROADWAY ��%��%�%�%�%�%�� NYSDOTTYPE2 (SECT. CONCRETE PVMT. EXPANSION/SCORE JOINT �/j�/j�/j�/j��\�� 304)COMPACTED TO 95% PAVEMENT TOP BINDER GRAVEL �j/��j/��j/��j/� TYPE COURSE COURSE COURSE g SCALE: NTS \/��/��/��/ STANDARD PROCTOR - .i/�!\��!�\�� PARKING _ - LOT 1-112" 2" 10" PROPOSED PAVING EXISTING PAVING TO REMA - _- SUBGRADE-COMPACTED TO :j -- -� o - -= `� `� 90%STANDARD PROCTOR WALKS �„ 2„ 8„ PROPOSED TOP COURSE 12�� KEYED PAVEMENT TO BE FLUSH WITH EXISTING � � � � �� - PAVEMENT TO REMAIN �- �� PROPOSED BINDER �� ` �� - 1 1/2 MINIMUM DEEP KEY INTO EXISTING PAVEMENT � -� � ASPHALT PAVEMENT �o�RSE �.�`� � � � TACK COAT TO BE APPLIED TO EXISTING PAVEMENT . sCA�E: NTs / / BEFORE OVERLAY A ' / / /// // //�j// 4"CONCRETE PAVING WITH BROOM FINISH PERPENDICULAR TO PATH OF \ TRAVEL. SEE SPECIFICATIONS BELOW. SEE ASPHALT � / EXISTING BASE MATERIAL 50'-0" PAVEMENT DETAIL NOTE: 12"THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 STONE MATERIAL SAWCUT CONTROL JOINT; SEE DETAIL OVER COMPACTED SUBGRADE EXPANSION JOINT. SEE DETAIL THIS DETAIL IS FOR NEW 6"x 6" N0. 6/6 WOVEN WIRE MESH COMPACTED SUBGRADE ADJACEN�T TO EXIST NG STABILIZED CONSTRUCTION ENTRANCE N WITH12�� LAPSPLICEAND2�� BOTTOM BITUMINOUSPAVEMENTTO 2 � -------------i----------�--�--- -- - CLEARANCE EXCEPT A.O.B.E. REMAIN. SCALE: NTS MAX. 2 � 6"GRANULAR SUBBASE COURSE NYS PAVE M E NT KEY DOT SECT 304, TYPE 4 COMPACTED � �' �' �' TO 95%STANDARD PROCTOR. sCALE: NTs � � � � � � SUBGRADE COMPACTED TO 90%STD. F � � � � � � � - PROCTOR. �� F NOTE: � � � � � � � � � � S� P�� 1. SILT SACK SHALL BE MAINTAINED&REMOVED ONLY AFTER � ACCEPTANCE OF ROADWAY.SILT SACK SHALL BE CLEANED � � � � � � � � � � � TYPE 1 : PEDESTRIAN TRAFFIC LOADING � PERIODICALLYTO KEEP CATCH BASIN WORKING PROPERLY WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS � � � � � � � � � � � � SAWCUT CONTROL JOINT; SEE DETAIL - � � SHALL BE CLEANED OF DEBRIS AND SEDIMENT. Pro�ect Title.• , � � " � � � � � � � � � � � � � � 6"CONCRETE PAVING WITH BROOM � �` 2. GRATE SILT SACK SHALL ONLY BE USED FOR IN-PAVEMENT YM CA S ite P I a n � � � � � � � � � � � � � � � FINISH PERPENDICULAR TO PATH OF STRUCTURES ONLY DURING AND AFTER INSTALLATION OF TRAVEL. SEE SPECIFICATIONS BELOW. PAVEMENT. � gED�MEN� USE SILT SACK UNDER GRATE TO M od i f i cat i o n EXPANSION JOINT. SEE DETAIL `PpEN�tUN�FF CONTROL SEDIMENT RUNOFF. 6"x 6" N0. 6/6 WOVEN WIRE MESH SACK SHALL BE MAINTAINED AND CLEANED �, WITH 12" LAP SPLICE AND 2" BOTTOM ON A REGULAR BASIS (SEE NOTE) � __________________e____________ ____ CLEARANCE EXCEPT A.O,B.E. 290 West Avenue 6"GRANULAR SUBBASE COURSE NYS I N LET PROTECTI ON Saratoga Springs, NY 12866 - DOT SECT 304,TYPE 4 COMPACTED 11 SCALE: NTS NOTES: � TO 95%STANDARD PROCTOR. $' MAX. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S SUBGRADE COMPACTED TO 90% sT�. CENTER ON POSTS 4'-5" REPRESENTATIVE PRIOR TO INITIATING WORK. PROCTOR. INTER�oCKING FENCE PANE�.s�5"x s"SLATS, CENTER ON POSTS 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. nP• 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. PYRaMI�c,4P,TYP. 1.5"X 5.5"TOP RAIL,TYP. 4'-O" 4. A PERIMETER DIKEISWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. TYPE 2: VEHICLE TRAFFIC LOADING TEMPORARY STOCKPILE NOTES: 3 1. EXPANSION JOINT SPACING-20'-25'O.C. SCALE: NTS 2. CONTROL JOINT SPACING- 5'O.C. 3. NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX.SLOPE 1:50 TYP.)TOWARDS STREET OR A.O.B.E. 4. MAX.SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12. 10' MAX. �TO � 36" MIN. FENCE POST 5. CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER. 6. SIDEWALK WIDTH TO BE 5' MIN.OR AS ORDERED BY CITY ENGINEER. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: o Project No.: 2021027 36" MIN., 2" HARDWOOD FENCE POSTS, � Design: MCB DRIVEN MIN. 16" INTO GROUND 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. Drawn: CML Ch'k'd: MCB � 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. w FILTER FABRI z 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. Date: 6/16/2022 Scale: N.T.S. w C - 0 > w � 5"X 5"FRAME/POSTS TYP. Q = O o 0 GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: Rev: Descri tion: Date: �' m Q N p - � Q �' CO - - C� 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. � � . FINISH GRADE J FLOW O � OF PUBLIC WORKS. - J - J = � W Q � 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.)FROM THE EDGE OF SHOULDER. m U j � = z . 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. p m � � z N � g 1.5"X 5.5",METAL R INFORCEMENT CHANNEL - - - - _ _ � CITY OF SARATOGA SPRINGS CONSTRUCTION SPECIFICATIONS = INCLUDED IN BOTTOM RAI�,TYP. - _ _ o _ � 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF � UNDISTURBED SUBGRADE,TYP. `o�� F�p� EMBED FILTER CLOTH WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD.ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT F% MIN. 6" INTO GROUND SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE 15"PJ 3,000 PSI CONCRETE FOOTING SLOPE TOP CITY ENGINEER. IF'APPROVED EQUAL'MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. 1"/FT.ON ALL POSTS,TYP. NOTE:ALL COMPONENTS Drawing Tit/e FILTER FABRIC; FASTENED SECURELY SUBMITTALS FOR'APPROVED EQUAL'MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE(3)PREVIOUS JOBS. �'-�" 4 PVC PERSPECTIVE VIEW TO FENCE POSTS WI STAPLES SECTION 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR BELOW,A NON-CHLORINE ACCELERATOR IS REQUIRED PER A.C.UI.SECTION S I T E D ETA I LS CONSTRUCTION SPECIFICATIONS: 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT OR ABOVE,AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET D U M PSTE R E N C LOS U RE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE TIME PER A.C.I. 305R-99. � ^ OR HARDWOOD. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 L SCALE: NTS 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. FENCE SHALL BE SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS"A"MIX(OR APPROVED EQUAL). WOVEN WIRE 6' MAXIMUM MESH OPENING. NOTE:A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. UP P I a n n i n g B oa rd # XXXXXXX 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR OT THE ADDITION OF A SUPERPLASTICIZER IS APPROX.2-3 INCHES. EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT, 4. ALL SIDEWALKS CONSTRUCTED FROM NOV. 1-APR.30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. ITEMS 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. APPROVAL: Drawing No. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 5. ALL SLIP FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE(OR APPROVED EQUAL). APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL BY THE CITY ENGINEER. PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. SILT FENCE CONCRETE PAVEMENT C-4 O CHAIRPERSON . 4 SCALE: NTS / SCALE: NTS DATE SIGNED INSTALLATION REQUIREMENTS: LETTER APPROX. SIZE M.U,T.C.D, TEXT � HEAVY DUTY NOTES: � 1. ASPHALT SHALL BE IMMEDIATELY ROLLED WITH A sizE TYPE OF SIGN N0. � TWO-AXLE TANDEM ROLLER(VIBRATORY NOT P� ALUMINUM SIGN V � . . TREE SHALL BEAR SAME RELATIONSHIP TO FINISH r GRADE AS IN THE NURSERY. ALLOWED)WITH A GROSS MASS BETWEEN 8 TO 12 SEE 30"x30" R1-1C � �� f{, . THIN BRANCHES&FOLIAGE AS DIRECTED WHILE 3"POROUS ASPHALT TONS AND SHALL BE CAPABLE OF PROVIDING A A STOP M.U.T.C.D. 6.25 S.F. , , I• �� PAVEMENT SURFACE MINIMUM COMPACTIVE EFFORT OF 250 POUNDS PER � \ �� ,� RETAINING NORMAL SHAPE OF TREE. NEVER CUT A Th e LA G ROU P COURSE PG 76-22P OR � 1-3/4"SQUARE GALV.STEEL , "�`'—% LEADER. FINISHED APPROVED EQUAL SQUARE INCH OF WIDTH OF THE DRIVE ROLL. PosT.P,4INT oNE PRIME,4N� r � GRADE ROLLING SHALL OCCUR WHEN MIX TEMPERATURE IS TWO FINISH COATS BLACK '�' ` �s/ � � • TREE SHALL BE PLUMB&STRAIGHT. Landscape r�rchitecture&Engineering P.C. LOCATE SIGN � I AS FOLLOWS: RESERv�o MARINE ENAMEL �, � PARKING SEE 12"x18" P4-6C 2'-6"OFF EDGE _�-, � ,� �' � � ATTACH 1/8" GALV. STEEL CABLE TO STAKE. Peop�e.Purpose.PCace. MIRAFI 160N -----� 1.1. BREAKDOWN ROLLING: 275 TO 325°F � � M.U.T.C.D. 3.00 S.F. _ � NOTCH STAKE TO RECEIVE CABLE. ENCASE FILTER FABRIC � � OF CURB OR � 2"SQUARE GALV.STEEL SIGN � �` � ; / � 1.2. INTERMEDIATE ROLLING: 180 TO 200°F ' � / WIRE AROUND TRUNK IN REINFORCED RUBBER 40 Long Alley p: 518-587-8100 ON SIDES FOR �\ � POST STOCK SLEEVE TO i � 2"CHOKER 2, TEMPERATURE OF ASPHALT MIX AT THE PAVER WALK MATCH POST � Saratoga Springs f 518-587-0180 SEPARATION �``;y � J `� O � O � O � {J COURSE:No. o � / � HOSE ABOVE FIRST BRANCH. SECURE ALL 57 STONE SHALL BE BETWEEN 275 TO 325 F. ��a� I�IY 12866 www.thelagroup.com ENDS OF CABLE WITH GALV. CLAMPS. 3. ASPHALT SHALL BE PLACED IN A SINGLE LIFT. No FINISH GRADE(LAWN OR !� ` � O O O O O O O C 4, NO TRAFFIC SHALL BE PERMITTED ON THE C PARKING „ „ „ PAVEMENT) i--- 4"GALV.TURNBUCKLE EA. CABLE ANYTIME 4 12 X 18 P-1-1 0 / Unauthorized alteration or addition to this PAVEMENT FOR 48 HOURS OR UNTIL THE ENTIRE �` 3"Q1 x 8' CEDAR STAKES, 3 PER TREE. STAKES document is a violation of Section 7209 of the s"BED DEPTH,CLEAN - I I TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT I � O O O C UNIFORMLY GRADED SURFACE TEMPERATURE COOLS TO BELOW 100°F, C° I I a 2_O � New York State Education Law. COARSE 5. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER a I I �,p, ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. I AGGREGATE,PLACED o � � O O O C PRIOR TO PLACEMENT OF STONE SUBBASE TO e,rrENr�oN _ c0 the LA Grou 2021 W(2)LIFTS:No.3 PAfiKING SPACES o N I I 12"DIA.SONOTUBE FOOTWG, p STONE INSPECT SUBGRADE. IF SUBGRADE IS COMPACTED� PAVED WITH � NEATLY WRAP ALL DECIDUOUS TRUNKS i � O O O O O O O � PORWS PAVEMENT `Z" 'Z4°X �8° CUSTOM M � 3000 PSI CONC.,TYP. CONTRACTOR MAY BE REQUIRED TO DECOMPACT D Q�LYROAD SALT F.G. TO A HEIGHT OF THE SECOND LOWEST • SHALL BE USED 4 O O O O SUBGRADE. saro oR M�x�s a ,,,,, , ,,, BRANCH (FALL PLANTING ONLY) + Prepared for.� ,,,,, , ,,,,,,,,, PROHIBITEO 3" HT. PLANTING MIX SAUCER Sa rato a Re i o n a I I � � O O O C USE CAUTION f— COMPACTED SUBGRADE ' ry ry WHEN PLOWING _ C� _ O _ O POROUS ASPHALT SPECIFICATIONS: � 3" DEPTH PINE BARK MULCH; y y I 1. ASPHALT BINDER SHALL BE MODIFIED WITH PULL MULCH AWAY FROM TRUNK. YM CA � ELASTOMERIC POLYMER. POLYMER SHALL BE ELEVATION - AMENDED PLANTING MIX, COMPACTED 3��No.57 ADDED AT A RATE TO ALLOW ASPHALT BINDER TO SCHEDULE NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. '�= m - - -� CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK 290 West Avenue STONE HAVE A MINIMUM ELASTIC RECOVERY OF 60%. AFTER BACKFILLING BUT BEFORE MULCHING. DO � UNCOMPACTED 2. ASPHALT BINDER CONTENT SHALL BE A MINIMUM OF NOT REMOVE BURLAP. Saratoga Springs, NY 12866 SUBGRADE 5.5% BY DRY AGGREGATE WEIGHT. TRAF F I C S I G NAG E NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% 3. ASPHALT MIXTURE SHALL HAVE A DRAIN TIME LESS THAN 0.3% PER ASTM D6390. C� UNDISTURBED SUBGRADE �� SCALE: NTS POROUS ASPHALT PAVEMENT SEELIGHTPOLE Q DECIDUOUS TREE PLANTING 1 SCALE: NTS ANCHORING �J SCALE: NTS ENLARGEMENT FINISH EXPOSED BELOW. � � \ TOOLED EDGE,1"RADIUS TRANSITION CURB LED FIXTURE AS � I I 1 SEE MANUFACTURER'S INDICATED ON SPECS FOR ANCHOR RODS 6�ADJACENT SIDEWALK LIGHTING PLAN PER POLE 3�ADJACENT GRASS r T 24"DIAMETER"SONOTUBE"SHORT �+ +� FORM.REMOVE EXPOSED ROUND POLE AS � � I I � SONOTUBE AFTER CONCRETE HAS INDICATED ON i� I I I I CURED LIGHTING PLAN �+ t� _ _ _ _ _ _ _ r� �� FINISHED GRADE o � I I � TRACEABLE ELECTRICAL Grade to�rain Surface , r t t� WARNING TAPE,6"BELOW, WaterAway Frvm Wall SECTION w � GRADE OVER ALL CONDUIT TRANSITION CURB `� J �� RUNS Tap Block � I � � I 2 � Q �T � � CONCRETE FILL 4,000 PSI MIX to Engage Shea Knobs(Typil�stallation SCALE: NTS � X �� Infill Stone{No.57 ar Equivalent) � J � � Fill Beiween Adjacent Blocks and at least 12" 3D5 mm Behind Blocks _ � HAND HOLE 3"x5"12" � � w w ABOVE BASE COVER �T IT� � 1-1/2"S C H E D U L E 8 0 P V C R U N-O U T C O N D U I T 1 8" 24"ADA APPROVED CAST-IN-PLACE COMPOSITE _ = I I I BELOW GRADE WITH 6"MINIMUM SAND ON ALL "NO PARKING ANYTIME"SIGN DETECTABLE WARNING PLATE WITH CONCRETE WALK c� r+ I+� TRUNCATED DOMES. � I I I I SIDES.USE FOR LAWN,SIDEWALK AREAS.USE � POLE BASE AND BASE o I I LONG RADIUS ELLS. COVER FOR POLE. in I I � SLOPE SLOPE RESERVED PARKWG SIGN(TYP.)PER t — 8 3% o ANSI&NYSMUTCD STDS.(12"x 18"MIN. � � � 6x6x6/6 W.W.M.TIED AT ALL CORNERS. 18" H.3/o SIZE)SIGN SHALL NOT BE OBSCURED � I I � �•��m , ; MAX. MAX. 1 � DIAMETER IN SIZE , \/ / BY A VEHICLE IN THIS SPACE FINISHED GRADE I I I I \ � \� ��:12� ��:�2� �o /� � 3�� —I I—� �� UNDISTURBEDORCOMPACTEDSUBGRADE 41"(103omm) - ��;�� '�� ` �� , N Seiback=9�'(238mm � �� • �� ? � A r �-� Ai r� EDGE OF"AUGERED"HOLE � , -/ � `�i i� CONCRETE r � � � {27.6•esqer �� j � � SEE � � � POLE BASE � � � � Mgleonwalq 5 ' � , � � 6� PLANS 6� 6"HIGH C RB � � � I I � 1-1/2"SCHEDULE 80 PVC 24"BELOW GRADE WITH d�� ` " `� � �' � �� "/ � � TRAN. FLUSH TRAN. � � �—I I—� 6"MINIMUM SAND ON ALL SIDES.USE FOR ALL >- i ;,A i��;�� `�i �� ' CONCRETE CURB,TYP Hei ht CURB CURB CURB I ROAD AND DRIVEWAY CROSSINGS.USE LONG ExPosed Wall „f \,\`\ \\ `\\\.� ��\ ;; NON - HC I I RADIUS ELLS. g �'�`Ws � � "�, �, ' � PARKING � ai°��a3o m�� i: � �,%: 'i �,, � � _"-�� -�.�i�� :��`\ ��.��. SPACE o � � � � � ;, , ANSI STANDARD HANDICAP SYMBOL � �( ' � 5/8"DIAMETER"COPPERWELD"GROUND ROD. �� ,� ` � �:� �� ` ��.) �TYP,� � � � TEN(10)FEET LONG,BONDED TO LIGHTING POLE Bo"(�52G mm} � � �, �;� � �� AND GROUNDWG CONDUCTOR � � �� " � � � \ '� / TYPICAL ACCESS AISLE PAINTED WITH \� � _ � �/ 90'{1520 mm) ; 4"DIAGONAL LINES AT 45° ANGLE,24" Min.Bury�e r .. oN-cENTER. SITE LIGHTING LIGHT POLE BASE ,�� Nyn-W�ovenGeotextileFa6ric(IfSpeafied) Pro�ectTitle.� , h En meer Based an Site Soil Canditions 8�-0�� 8�-0�� 8�-0�� 9�-0° Leveling Pad � "��` � � � � �ry �� Redi-RoCk BloCks with Knobs in ihe 9� Y M CA S i t e P I a n SITE LIGHTING POLE (234 mm)SetbackPosition(Typical) 4"WIDE H.C.PARKING LINES PAINTED Pertorated 5ock Drain M o d i f i ca t i o n BLUE BOLT/BASE COVER {As specified by Engineer} FOR POLE Leveling Pad(As specified by Engineer) NOTES: 1. MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR NO PARKING AISLE SHALL NOT NON-SHRINKGROUT 290 West Avenue EXCEED 1:50 IN ALL DIRECTIONS. COMPaCTE�aN�Too�E�To 2. SIGNS SHALL BE PERMANENTLY INSTALLED AT A MIN. CLEAR HEIGHT OF 84�� ABOVE WALKWAY A45°ANGLE Saratoga Springs, NY 12866 SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. � � ANCHOR RODS:USE MANUFACTURERS TEMPLATE TO SET RODS.EACH ROD Thls dra�Mng Is for reference only.�eterminatlon of the sultablllty andlor manner aF use of any detalls corrtalned In thls doament Is the sole iesponslblllty of SHALL HAVE TWO(2)NUTS AND WASHERS the design engineerof recorti.Flnal project designs,induding all canstrvction details,shall be prepared hy a licensed professionel engineer using Ihe adual FOR LEVELING AND LOCKING POLE INTO conditians oF the prnposed site. Final wall design musl address both intemsl and extemal drainage ard all modes of vrall stabilily. ACCESSIBLE PARKING LAYOUT _ _ POS�T�oN �� B.Lindfors T�nE: . 3 sCALE: NTS _ _ `'��O1E0�� J.Johnson Large Batter Wall Section �� °A'E� Jan 28,2016 45481 US 31 SOUfH,CHARLEYOD(,MI 49720 SHEET: FILE� (9B8)��400 eod 9010 • aiglneerhp�iedl-�orkcom 1 of 1 Large Batter Gravity Wall Section 012816.dwg �.ree�rou�.�„ CONCRETE ANCHOR BASE SEE POLE BASE DETAIL 3"x 8" PRESSURE TREATED WOOD RAIL LIGHT POLE ANCHORING 3�$�� GALVANIZEDCARRIAGEBOLTS, PARKING LOT LIGHT POLE (PREVIOUSLY APPROVED) CONCRETE RETAINING WALL NUTS&WASHERS, 9" LONG Q 2 REQUIRED PER POST. � SCALE: NTS �J sCALE: NTS Project No.: 2021027 6"x6" PRESSURE TREATED Design: MCB POSTS, 6�O.C. Drawn: CML ch�k'd: MCB � BOLLARD Date: 6/16/2022 Scale: N.T.S. � N FINISHED GRADE OF PAVEMENT _ Q SPACE SHRUBS AS INDICATED Rev: Description: Date: � FINISHED GRADE(SEE PLAN) ° � ON PLANS 'n INTERNAL 4"STEEL � �' ^� ROOT FLARE SHALL BEAR SAME CONCRETE WITH �� r' � o RELATIONSHIP TO FINISH � � w �}-c�W GRADE AS IT BORE TO ��` c,.��,�_ �J' c, Ch.� PREVIOUS EXISTING GRADE �-� ` 18" DIA. 3,000 PSI CONCRETE FOOTING o� C,uy � � � 3" DEPTH SHREDDED BARK � � MULCH; PULL AWAY FROM �' o o° w' ROOT FLARE. EXTEND POST AND FOOTING 4' BELOW LOWEST FINISHED GRADE Drawing Tit/e CUT AND REMOVE BURLAP � S I T E D ETA I LS NOTES: z FROM TOP 1/3 OF ROOT BALL 1.ALL NUTS, BOLTS&WASHERS ARE TO BE GALVANIZED. � 3000 PSI CONCRETE 2. ALL SPLICES ARE TO BE MADE AT POSTS. °r° PLANT SHRUBS IN FOUNDATION 3. BACK-UP PLATE IS PLACED BEHIND RAIL ELEMENTS AT � � CONTINUOUS BED OF INTERMEDIATE POSTS, i.e. NON SPLICE LOCATION. SPECIFIED PLANTING SOIL P I a n n i n g B oa rd # XXXXXXX UNDISTURBED SUBGRADE 12 APPROVAL: DrawingNo. MIN. 10" APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. WOOD GUIDERAIL SHRUB PLANTING DETAIL BOLLARD /� 7 1 CHAIRPERSON C—"T. � 4 SCALE: NTS I SCALE: NTS 1 O SCALE: NTS DATE SIGNED 8" � SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS MIN EXIST. PVMT. SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. KEY PRIOR TO PLACEMENT OF NEW PVMT. �T• TI I� LA G ROU P LAWN RESTORATION PVMT. RESTORATION TOPSOIL&SEED Landscape Architecture&Engineering P.C. i AS SPECIFIE NEW. PVMT., SEE DETAIL � � Peop�e.Purpose.PCace. 40 Long Alley p: 518-587-8100 i � � � � Saratoga Springs f 518-587-0180 i � � � � � � I�fY 12866 www.thelagroup.com t i �� ww 1 SUBBASE MAT'L.; I ~ � � � REFER Unauthorized alteration or addition to this � �w � � TO NEW PVMT. DETAIL document is a violation of Section 7209 of the � � w w New York State Education Law. I I i �Uw' o � BURIED METALLIC --- ----- ---- ----�---- ---- � • � IDENTIFICATION Z z c0 the LA Group 2021 i i i i i i i Q � � WARNING TAPE i i i i i i i w X � �� z FINAL TRENCH BACKFILL NOTES: Prepared for.� � -� -� -� � � � (SEE NOTE) 1. FINAL TRENCH BACKFILL i i i � � N . � . � � ; 1.a. IN NON-PAVED AREAS, FINAL TRENCH Sa ratog a Reg i o n a I � � � � PIPE ZONE BACKFILL BACKFILL SHALL BE EXCAVATED i i i o .� � .. MATERIAL WHEN DETERMINED YM CA I i i � �:. Q�Q� � � . PIPE ZONE BEDDING SUITABLE BY THE ENGINEER OF � � o�� MAT�L RECORD; OTHERWISE IT SHALL BE 290 West Avenue STRUCTURAL FILL, MIN. MOD. PROCTOR Saratoga Springs, NY 12866 DENSITY SHALL BE 85 PERCENT. ? 1.b. IN PAVED AREAS, FINAL TRENCH � g 6 1 � PIPE O.D. +24" BACKFILL SHALL BE STRUCTURAL FILL. ANNUALS ANNUALS - SP HS HS SP `� MIN. MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. PROPOSED ADDITION ITEM DEPTH MATERIAL METHOD OF 2• ALL PIPE ZONE BEDDING, PIPE ZONE PLACEMENT BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. P LANT S C H E D U LE PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL COMPACTED LIFTS. ALL BEDDING AND COMPACTION BACKFILL MATERIALS SHALL BE PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICALLY COMPACTED TO THE KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE REMARKS covER COMPACTION SATISFACTION OF THE ENGINEER. MECHANICAL 3. EXCAVATION SHALL BE KEPT DRY AND SP 6 Syringa pekinensis'SunDak' Copper Curls Pekin Lilac 2.5"-3"cal. B&B FINAL TRENCH BACKFILL VARIES SEE NOTE DEWATERED AT ALL TIMES. COMPACTION HS 12 Hemerocallis X Stella de Oro Stella de Oro Daylilly #2 container 24"O,C. PLANTING NOTES: TYPICAL PIPE TRENCH 2 SCALE: NTS 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN 26. SEED/GRASS SPECIFICATION: BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF THE SEED AND SOIL AMENDMENT SHALL BE APPLIED ACCORDING TO THE RATES PER THE ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES,VARIETY PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE,THE LANDSCAPE ARCHITECT MANUFACTURER'S SPECIFICATIONS PRIOR TO INSTALLING THE FABRIC. OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."ALL PLANTS NATIVE STEEP SLOPE MIX WI ANNUAL RYEGRASS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE LOCALITY OF THE PROJECT. CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE MIX COMPOSITION PERIOD SPECIFIED IN THIS SECTION. 31.1% SORGHASTRUM NUTANS, NEW ENGLAND 2 ECOTYPE(INDIANGRASS, NEW 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES ENGLAND 2 ECOTYPE) AND TRUNKS OR CANES IN THEIR NORMAL POSITION.TAKE CALIPER MEASUREMENTS 6 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.0% LOLIUM MULTIFLORUM(ANNUAL RYEGRASS) INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY 20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, 14.0%ANDROPOGON GERARDII, 'NIAGARA'(BIG BLUESTEM, 'NIAGARA') OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS PESTS,AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM 10.0% ELYMUS VIRGINICUS, MADISON-NYECOTYPE(VIRGINIA WILDRYE, MADISON-NY TIP-TO-TIP. MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW ECOTYPE) SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING 7.0% ELYMUS CANADENSIS(CANADA WILDRYE) 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND STRUCTURE WITH A HEALTHY TERMINAL LEADER(S)WITH VIABLE TERMINAL BUD(S). SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY,APPEAR'FULL', OR TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 4.0%AGROSTIS PERENNANS, ALBANYPINE BUSH-NYECOTYPE(AUTUMN BENTGRASS, 'HEAVY'WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, ALBANY PINE BUSH-NY ECOTYPE) SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. 4.0% PANICUM VIRGATUM, 'CARTHAGE', NC ECOTYPE(SWITCHGRASS, 'CARTHAGE', NC ARCHITECT WILL BE REJECTED. AND BARE SPOTS NOT EXCEEDING 5"X5" ECOTYPE) 3.0% PANICUM CLANDESTINUM, TIOGA (DEERTONGUE,TIOGA) 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT 1.5% ECHINACEA PURPUREA(PURPLE CONEFLOWER) OTHERWISE NOTED ON PLANT LIST. WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 1,3% CHAMAECRISTA FASCICULATA, PA ECOTYPE(PARTRIDGE PEA, PA ECOTYPE) 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 22. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE 1.2% HELIOPSIS HELIANTHOIDES, PA ECOTYPE(OXEYE SUNFLOWER, PA ECOTYPE) 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. AND BE IN A HEALTHY,VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL 1.0% COREOPSIS LANCEOLATA(LANCELEAF COREOPSIS) PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND 1.0% RUDBECKIA HIRTA (BLACKEYED SUSAN) UNSATISFACTORY WORK. 0.3% MONARDA FISTULOSA, FORT INDIANTOWN GAP-PA ECOTYPE(WILD BERGAMOT, 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT FORT INDIANTOWN GAP-PA ECOTYPE) TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR,AS 0.2%ASCLEPIAS SYRIACA (COMMON MILKWEED) Pro�ect Title.� DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY 0.2% SOLIDAGO RUGOSA, PA ECOTYPE(WRINKLELEAF GOLDENROD, PA ECOTYPE) YM CA S ite P I a n 7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE M od i f i cat i o n NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION, PLANTING LIST. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, 24. GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S"RULES FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED ARCHITECT, MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF 290 West Avenue PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: Saratoga Springs, NY 12866 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT PROPORTION GERMINATION DEFECTS,AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME PURITY DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR COMMON NAME BY WEIGHT MINIMUM SHRUBS IMMEDIATELY FROM PROJECT SITE. MINIMUM 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. CREEPING RED FESCUE 50% 85% 95% OR CHEWINGS FESCUE 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE KENTUCKY BLUEGRASS 25% 85% 90% COMMENCEMENT OF PLANTING. 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY PERENNIAL RYE 25% 90% 90% BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422)AND BASED ON THE'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE Project No.: 2021027 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN Design: MCB EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE Drawn: CM� Ch'k'd: MCB 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3")OF SHREDDED BARK MULCH. MULCH OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, Date: 6/16/2022 Scale: N.T.S. SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH TOPSOIL SPECIFICATION: Rev: Description: Date: COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION,AND SHALL BE DARK BROWN IN GRADATION: COLOR. 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE MIN. MAX. ARCHITECT/OWNER'S REPRESENTATIVE. #10 100 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING #40 67 87 MAGNESIUM 35LB. PER AC PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL #60 48 78 PHOSPHORUS 75LB/AC GOVERN. #100 40 75 POTASSIUM 85LB/AC Drawing Tit/e 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL #200 28 63 SOLUBLE SALTS NOT TO EXCEED S I T E D ETA I LS CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF 500 PPM SUBSTANTIAL COMPLETION,AND UNTIL FINAL ACCEPTANCE,WHICHEVER IS GREATER. #270 22 55 MAINTENANCE INCLUDES PRUNING,WEEDING,WATERING, FERTILIZATION, AND .002 2 7 RE-SEEDING AS NECESSARY. 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF P I a n n i n g B o a rd # XXXXXXX OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS.TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. APPROVAL: DrawingNo. APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. PLANTING PLAN /� 1 CHAIRPERSON C-"T.� SCALE: NTS DATE SIGNED CRUSHED STONE NYSDOT TABLE 703-4 TYPE 3 48" DIA. CAST IRON ACCESS COVER. � ADS 601 NON-WOVEN GEOTEXTILE PAVEMENT SECTION, SEE DETAIL �$" (OR EQUAL)ALL AROUND CLEAN, (MIN.) CRUSHED, ANGULAR STONE CONCRETE COLLAR � Th e LA G ROU P PAVEMENT i�/ 12" NYLOPLAST INLINE �� ) Landscape Architecture&Engineering P.C. z ��DRAIN BODY WITH SOLID �� '� i' � 18 * " HINGED COVER � � � I � �.: � Peop�e.Purpose.PCace. ' - MIN 8" (MIN.)C NCRETE ----- � --� � 40 Long Alley p: 518-587-8100 C_ _ � ---- 6" HDPE PIPE � I � � � � Saratoga Springs f 518-587-0180 / 6" INSERTA TEE, 12" HDPE INLET 12" HDPE OUTLET � � � � I�IY 12866 www.thelagroup.com � �CENTERED ON INV=308.13 INV=308,13 � � I � 12" MIN �� CORRUGATION CREST � � Unauthorized alteration or addition to this Z 7 [ 1 [ 9 C l R•�-J 1 1 `� 1 f l � � r.--.0 New YorktState Educlation Law.ion 7209 of the � _ _ - _ �SC-740 CHAMBER UPPER RISER � I i . .�. . . .�. . . .�. . . .�. ,� � � �,.�•�� AS REQUIRED i I c0 the LA Group 2021 �,�r�. SC-310 / 34" 12"TYP o0 00 00 00 00 00 00 00 �� END CAP 6" MIN MIDDLE RISER Preparedfor.� UNDISTURBED SUBGRADE HYDRODYNAMIC WITH INTERNALS I . SEPARATOR M COMPONENTS �' Sa ratog a Reg i o na I MODEL CONTECH CS-4 INSTALLED � YM CA UNDERGROUND INFILTRATION CHAMBERS INSPECTION PORT DETAIL 1 INLET I OUTLET 290 West Avenue SCALE: NTS SCALE: NTS � � I , �� Saratoga Springs, NY 12866 l I INTERNAL � EXISTING 84(7 ROWS OF 12)STORMTECH SC-310 PREFABRICATED COMPONENTS ' INTERNAL 12" HDPE INLET 12" HDPE OUTLET UNDERGROUND INFILTRATION CHAMBERS END CAP PIPE PIPE I ' ---— I COMPONENTS 87.88' � � c�n BASE 0 8"#1 CRUSHED � • STONE � � � � EXISTING ' � � ° i I i I MANHOLE 5" MIN.WALL 36" THICKNESS 44" NOTES: EXISTING ADS N-12 1. BOLTED&GASKETED MANHOLE ACCESS COVER ELEVATION MAY BE ADJUSTED TO GRADE. MANIFOLD 12"X12" 2. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C478. HYDRODYNAMIC SEPARATOR M � SCALE: NTS � v N O � ``' FINISH GRADE�_ EXISTING OUTLET CONTROLSTRUCTURE 0 0 � z � � w � I � � � w I � � " z � \ I �� > � � o . I I i \\ II I \ CORE DRILL 10" HOLE IN EX. MANHOLE � �l WALL AND INSTALL FLEXIBLE BOOT � I I l i � TYPE PIPE CONNECTOR. KOR-N-SEAL CLEANOUT S406-10AW OR EQUIVALENT. I I I Pro�ect Title.� OPENING 6" PVC � � i YMCA Site Plan � � 6"X6"X6" PVC TEE • � Modification EXISTING I � SECURE PIPE TO WALLS W/ 74.40' MANHOLE SCSD#1 � � STAINLESS STEEL STRAPS 4'O.C. MH "H-1" I I PROPOSED 20(2 ROWS OF 10)STORMTECH INSPECTION PORT I � 290 West Avenue PROPOSED ELEVATIONS SC-310 UNDERGROUND INFILTRATION CHAMBERS � Saratoga Springs, NY 12866 TOP OF STONE: 309.23 TOP OF CHAMBER: 308.73 .,}': � 12"TOP FEEDING MANIFOLD INVERT: 307.40 ,� � w � BOTTOM OF CHAMBER: 307.40 .i•. I Q J BOTTOM OF STONE: 306.90 � .j�� = w :�� w CHAMBER LAYOUT `�i�: � � 3 SCALE: NTS � . ( OUTLET SHALL BE I ANGLED TOWARDS DIRECTION OF FLOW I 6" DOUBLE 45° BENDS EXISTING CHANNEL I � I � SECURE PIPE TO BASE I I WITH STAINLESS STEEL STRAPS 1 O�� LETTERING ON COVER:SAN.SEWER I � Project No.: 2021027 THREADED CLEANOUT PLUG FINISHED GRADE FOR PAVED AREAS WITH L_ Design: MCB FRAME&COVER J FINISHED GRADE FOR UNPAVED AREAS Drawn: CML Ch'k'd: MCB INSIDE FACE OF MANHOLE WITHOUT FRAME&COVER Date: 6/16/2022 Scale: N.T.S. FLEXIBLE NEOPRENE BOOT ALUMINUMALLOYKORBAND SEALASSEMBLYINCORED � SANITARY MANHOLE (INSIDE DROP) HOLDING BOOT HOLE "KOR-N-SEAL" I _ � Rev: Description: Date: S406-10AW OR EQUIVALENT - — i � sCALE: NTS MORTAR AFTER INSTALLATION STAINLESS STEEL '�" ' SYRACUSE CASTINGS N0.4155 CAST BAND CAP -�= i IRON FRAME&COVER(USED IN 2" PROJECTION INTO M.H. _; _ I _ PavE�aREas) AT PIPE SPRINGLINE =��=- � � 1 i CRUSHED STONE I I I (NYSDOT#1) I — I � 1/8 LONG SWEEP BEND Drawing Tit/e � � � I � INVERT 4��SCH-40 S I T E D ETA I LS � 6"BUILDING Z LATERAL O 3�-0�� MAX. � � , P I a n n i n g B o a rd # XXXXXXX � � FLOW � `�' APPROVAL: DrawingNo. ��c�,--: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CONNECTION TO EXISTING MANHOLE SANITARY SEWER CLEANOUT CHAIRPERSON C-4.3 4 SCALE: NTS � SCALE: NTS DATE SIGNED