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' ' PROJECT VICINITY MAP � ; ; z .. �� ;,,,,,,�.; ��� : \ �: � � ,; ..::; : � � � ., , .� „�� .. i 7' an #'t�r review and eva{uatian of tFre SE RA Short �.� ... ° ; In accordance witFr SEQRA regulat ons bNYCR�, P�rt 61 d a Q �� �. ����\� : \:. : : ; ' ; ' ., .: , � � � SCALE: N.T.S. . . . . . ,���� ; '. ,;.... , , , ; .:: � . � �� :. a�;�.•� �.: �e: \�. ;, P n hat the ro ose�ll act�an was cons�stent '` ' ' Er�v�ronmental Ass�*ssm�:nt Form Part !, the lanrnng 6oard c3eterm� ed c p p e ���> �:, ;, � o��,�� �, �:. .�. �„� �. �� �> with the Ne ative SE RA Qeclaraxion issued an une 2 i 2005. -:.���•��"��� �����;:, .. ��s � � J = , � � �;. \. ° . .:. ' ' ; � � -; � `� � , ��. �:\�.< � ' .� ��_ � ' , " ;,: ;, .. \ .... � � ...: � . 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'. >. � ...:...... \a.. .�� . . .` . .. ..,a. .�. ...... . ... ��\ ..,. ...:.. .. ::... . �\..:... .'��. \ \ . ... \ ..:.. _... .. . . . .. � . >.,\ :.. � . .... ��, ���. .. . ___ � �. � � �_ .. .. , ��� ��� v e! e a�n d �n the C► Zanin £�rd�rrance cha ter � . � � �� � .,. � \ And, m accordanc�w�th ob��cti e�, standards arrd gu�d �n s cont e t?' g = p .;; �� .: ���. ,������ �;� : ... ,' _���\ \ ��� � , „ , � ., \\\\�,\ ., . �F . . ,, . . ., , � � � . . . :, �� ,.�� ,\�� _ . , . ��:., ,.. ; �,, : `., � �\\� . 240. art�cle 7.2 S�te P#an R�v�ew , th�Plannin Board issues the follow�n decis�on€�n ul 28. 2022 assed 5 d . , .. ;. ' .,:. ' . ����;\\ . �\\ :: S � J Y {P . .� � ..��, :� � ����\ ��� \ � ��..�\.���.. � .,..��\�::���\\\\\\\\.....\\\\\���.�\\.�...! in f�var: Torpey, Pingel, Fabozzi, Mayr�, McTygue�: � :�� _ � Rpprcrve as presented with th€;fofi�awing condition: ; G� . ;' . w , �� x , , k � . r � ,, . �, r . �.. . „� ., ..el ,.���� �, .�, ,����. e ��,,: ..;: .. .: . . .:: �: i �., -r. . i. ��, . .... .... '..: ,. :..» .,..,,.., .::: .:_� .. ....... i :: ��: .. �. .4 .i. .... �. . . . - �: .� V. ,.. . .., � ' .. .�t. .r �..��: . �i: ',�� .,. .,.. ., ,.�, ' 4 .� � �.� �:.:...: ... .... ... ...,,.. �:::.:... � - .. ...�..:.`.'.., .... ... � a� !h. �j��^ .. , .. . , �.: •��'I, t�; i ��$�3,� -:..... :::.... . ....... .......' .. :. �::..... . . ... ..��� �t 1. �inal plans sha�l be pravided tr�the satis�factian c�f I�PW � �. � . �� ,��� ° ' � . �� , �h e � . .. . . .. ,. . .. . .. . . . . _, . .. ..� The applicanC is �equired to: • � . (. f�aiiver a ietter of credit or cash escroru in the amc�unt apps r�ved �y DPW ta the�ity per Artic{e 7.2.I S of P I a n n i n g B o a rd # 2 0 2 2 0 612 . rhe Zoning Urdinanc�:. This rnust Qccur priar to finaf signature by th�Planning Br�ar� Chair. � 2. Submit c�n�(I)mylar and two{2} paper capies e�f the finai apprc�ved site pfans far sign�ture by the Pi�nning Board Chair within ei hte�n i 8 rn�rnths r�f a raval as per'Article 7.2.[2 of the Zcrning C3rdinance. APPROVAL: APPROVED UNDER AUTHORITY OF A R ADOPTED BY THE Note�this approval shail expire within eighteen (I$} n�onths Qf the signature af fi�at pians if the applicant has not PLANNING OARD OF THE I Y ATOGA SPRINGS. started actua#con�truction as per Article 7.2.€4 of the Zoning t�rdinance, S /O ZD?�Z..- D'I CHAIRPERSON ,.�..�...---._-_-, �' .� D E SI NED August 3, 2022 _.__ �y ��,� Dafie fifed v+rith Accaunts De�t. Chair- � '� ' ` � ` ' ` `'�' ''' . ` � APPLICANT OWNER: PREPARED BY: tr f :. � . , .., � ,. 4kr . .6 . ,. ,,.. , .G. � Saratoga Regional YMCA The LA 290 West Avenue � P 518/587-8100 ` Saratoga Springs, NY 12866 Cj RQU P F 518/587-0180 Page I of€ Landscape Architecture 8�.Engineering P.C. �w•the�agrOU�'J.COf71 Aeap�e.Purpase. Place. 4� L011g A��2y SafatOga www.thelagroup.com Springs, NY 12866 � �, .. . � �� , . � r . . . �� ; , , - . � �. " i , . �� � ,� ,. , . „ , . , , � , , ,, • , . � . ,z ��; _� � _/ � — — — — — -- / � �� _ i / � - - — — - W - — — — - _ _- yy T W-_ W W W _ — — — W — — — --- — — — — — --- — — — — — — — � — — — — — — � _ _ _ _ — — — — � o ��I � —. — __. - - - - - - - - - - - - - - - �� WESTAVENUE � � — � � — � � � � � - - - - - TeLAGROUP W W W � W — — — — _ _ _ - — � � o o `_ _ _ _ _ ._.-- — — — — — — — � Landscape Architecture&Engineering P.C. e� — — — � � '� P — — � — �_—�-- —� — — — — — — — — — =--_ _' — — -- — — — — —_� — — — — — — — _--�- _ �� =- .__ — _� Peop�e.Purpose.Place. � o g�� —" � �.-- ' _ ` 173.00' �, _ � N 6°12'00"E 498. 72 � � g y p- / 40 Lon Alle 518-587-8100 � � � � W � o N J � / � l i Saratoga Springs � 518-587-0180 I � � � • � o�c� � ` o�J � � � � / I�IY 12866 www.thelagroup.com \ ` W a -N m �_ _ _ rn � � °' `� oo �' a l \ o . , � / � � \ � � � � s, ; - � � v OP� � � Unauthorized alteration or addition to this - f 'r; ���, � � N I', , �{'. � � document is a violation of Section 7209 ot the � ` � � . w� � co �v � � cu `� New York State Education Law. \ \ � C � J o� � � \_ � � Y O '� � 1 \ V \ �� G' o �' .��+ \ � O ` � / �the LA Group 2021 \ �o' !'� o � � � / �N �a°a0 cl` / � \ �' � � \ O� � Prepared fo�• � � � � �� � / � � �� i / � � � , �, Saratoga Regional � � � � ;Q �_ � � �-�i ;� -� � � a I � ,��, YMCA / � -: �� � I � . > � \ ' � �,�� �� / 290 West Avenue I �O , y.� , . . . . . . 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L378 P.36� Al�q L..361 P.?3�2. s�aFlc ununr E�.��s � .�:=�. 3��;6.: � ��, ti �aoo� NaN- �. ............... ................. . � WMFR LN�IE � ° � � �' Se;�' �.�.i' � s � :� .z�•::•:::•'• � / - ,: / / A CONVEYED 8Y w.d. �e MIG 70 BO�I�R�OD� HOY L •'LI..I '• �:�; , � �, E/►SalE1dT FOR OONS1RtJCi10N OF SEINER 111� W '1ER LME FD (�tA1�DE E� 7D. � 08.3 �.�` �• v � • p . :•SCS./3 � C <�,. RS '�. �' I Q � ��K�� ��,::;:� i a►�n ,�,� �s. ��e-, nNc r�oo�n �uc�usr �. 1� Nr L�ER 1?� OF' D�S AT PA��#. �� �� V�V��$ �4?�P. :.�,9 �P.. e•.. •.3n3� .oa.zti� �0 r-� �y�p /�/�����/��/� /� �y��p /�/����y�� /�p���� �/� �y� �y�/ �/y� .: :.. `. . . ...... ..... ...... I � a�. �•3098�• . 308�2♦ \ y �j� /��� / �� � G�i�� fN� VMN7IRWIIM� Vr � � AA16R � VM��G�ii/ � �� Y�WRIG � 1nM � WwG�f�VA fl�/w�r7� L� \ ... . .... ..�..:::� � ..... ��'.. ;�.0 a 1 y; �.'.•'.3b8 9• �0 \ , / �7M�1 .. ....... . .. .................. . . . ....... ... .... . � �J �.T308.10 � ... I • V � . .. ................ ..... . ....... .. ........... ... ... •• ......... A .. ::::::::::: . �0 5 Q :. DA7ED MAY 2a. 1�d'7 MID � SEP7E��ER 8. 1 IN LJ 12 AT PAf� 4�. 0 9EMER MAI�IOLE I � av�r.a '� Q �as� c� � P� / � 5 / - � IN A D� FROM diE.S7ER E MOdiE AND YARIAN R YOqiE 70 MAQARA YOHAIMC PON�R I � �..'v�;d5 � RKiH75 7� 7R�1 EiC. � .... . .... .... .......... ................. ................. :•:���� aoa `'.;/ /�:°` o, .......... ...... ................ : � .......... ..... .... . .......... . .` , ,. . .......... ...... ..................... ...... .. . . . F�iE H1fDRMIT .......... � ...... ...... ..... :: ,. .......... ........... .......... .......... .... .... b��b�.::::::::::.. .. ........ , - . ::::::::: .�c CORPORA?10N. DKIED JIPRIL 30. 1�63 AND REOORDED YAY 1�. 1�d3 IN LIBER S70 aF DEmS AT PAfiE 73 ...... ................. . .... ..................... . .......... �,�, ......aa�a .......� ..... .......:........ . ........................... : �;./ � lV .: c � I .......... ..... ...... ............................ .:•::•:ti•::•::•:� 1NAhR VI1U�E •• , �308 6 ••'°�',2 °s:::::::.:�•::::. ���; ,.� ��, #750 30y� � � ,� �Q / - COND�UIN7S REQARDINO RO,ADw/►Y N DEED FR011 KMHLEEN Q SYN7H TO C. SIDPEY BONES??kEll. AND qtA�CE B. '.3o6'�a '�3090 :�.� � � 'n$��$: Q $�: e�;��. p / ,ti o FNS DA7ED dJl� 27. 1�'0 /►1� REOORDm .�JNIE 2!. 1�0 M LIBER S1� OF DEEDS AT PAOE 'S3'!. 71�M3 EJ1SE]�IT ... ....... 306.53 9 �T ••• •G � ti'''' .... ....... ... ....... ... . .. ............................ .... ........ .. .... ............................ . ............ ��MCA si n 308.60 �77::.. i�• � � „�. / b �� T�� PARCEIS 178.41���8 � �. � ��E .398'8 6.7A'. �y 0 .......... .. ......... 3as.oa ���6 � o O � � O �C. St o si n � � -p -Q -�-p P 9 ,::a �08 �' � 4 1 '••� � 30 . fi � � Sto si n �. ,•.26:�����::.�:�.�:.�:.�:•• ...�•• � 2 BOINOS OF M�ST AVENIJE HAVE BEO� 9lJRVEYED /�7 � � � � � I�7 � /� � � P 9 .. C � � / � ��� �$� .':3�G.k , �"s's.:'aos�::.':.'o's:��'.:'.:::'.:'.".:'.'.:'.:'.:'.:'.::'.'.:'.:'.:'.:':.'.'.'.::::::::' ;�'= 07.34.......... \ �4 � �. Q o 3�8 74 ¢�: • � � � � / a� c� MAP p7ED N MAP REFERENCE /1 ABO�VE � •3 6.� ;.5�=,..c;, '.."'"�'\[?!°:..,.,�5�d @ 308.29 09..�� ;,,? ...... / •305.96 Q 'a�� ,:�'.,� :��. �dfJA'::::::� � �.' / _ �y�/�� a �- •`''=��'P"#�°x,.^�.� .'Sd8• Sl e.�..t �N �309�4� �' O � 306 5 ��y� � .hx� 8.72 �V� 7�.� �I�l.17� �71MR'W� 30 ..... .F�.�ie•.,.,..� J• � � � 6 � GJ' / a. AVEMJE' ��:�. 70 ANY I.MD4 LYN�Ki 7FE BOlJ1�DS OF OLD INEST :•:�:•: '• � 7HE PUBLIC Nr AI� �71�1 ......... , . .. ... . ........ . ,. .. .... ..�•.. .......... , ..... . . ...... . I �1'i7 � •�4�.�. 4�. �.� •� •309.58 �'�„�.�: 6 � � GAK.r��� � �iG.i���w�Y Ir7L I�M71.7 � � t �a �• / urbcut •307.56 � g •��• •ts; 0 308.6 • r o � � o � � ��s � �TM .��� �� e 4 • e •30A 3 •�l, ° ���5 T� .'SO �i:_�.,:. .PF cu oo. '.�b$'3� c � ......... . ... .. .:. . ...... .+=.: z 0 I � �•� {. `27 � :1�: .�1�54 "O8.BS• ��� � .; ..:..::�•.'. �::.':.':.':.':� / I, �e •*�+�+.1� •.�+� .3D8A �OS,S3. •309 S 7 ,€.. � / �/�pp/�p� u-� �y���� �y u-� , ..��'.4�'i • �•���.�.��<:.....�................:ri•.���..�..�.......�......�..�..... 0822 308.3 � � � VMfrMV'�� � 171'i� � �7\N'�I.GY � TM �/Yi ....... . .�i3fSgbh. .'�.:�::. ��N '@'�'E--v .o i.a4. ..: , / � !►' • ���+++.-,.�:R:a':',':::::::::::::::::....... . s , o i•aa �„ �'¢.':::.':�' z 308.32,:, ?.�.-�y. 07.99 30 •'a'• / � � / •..'•.'�s: � P �e��: •.�az.r � 307 97 �� � a3 \ ,,.. / � 5�. L.AI�S DE"SItiNA7ED AS TAX YI1P PARCEL. N0. 178.00-4-17 HAVE BEEW EARONEOUSLY AS� TO Y.Y.C./1. OF SIIRATOGA p� 7. o% . ��a.` .............. ........ .... .. 30 •.r�:, Stop si9� .305.7 / c;�' 8 . �': � ...x � ............ .. .. ; ............. ........ ......... „ ; ........... .. ... . ..... ... ....... ......... .: ':. ... .... ............ .. .. .......... .. 3 z .73'::::': afi.z o 35 F � �' � IN F PART OF LAI�S OF 7HE PEOPLE OF 7HE STA7E OF I�MI � DFED FLm W L�E?t 1d22 A�T �P/1�iE ... : ............... ....... .......... ......... ............ .. . w�,u�:wY_u„��..... .......................... ................................... ::� ...... .. ........................ ...................................... .. ... ......... ..�Qa•. . � � � ........... INIC. MD ARE A�'T D h 0 30493� . ... 306.22 E' 306.6 .................. ...................................... .. ' .......... ..........:� . . .... 302/7 303.52�� ............. ..................................................�� /.3 .:> c�.......... � ........... �� . , , 30180 . ;��.... .. ........................................................... " ::......... ........... / ' .. .. ,....... ...».- � : .....................................................� . g� � � ........... 05.82 -:;.:r;�;:�. r,...: �..,._.... .�w.....::.. .. . 307.88 .................................................. �.......:::::: O6J9 � ........... � � 244 .......... � ................................................�:::::::::: ............ � ..... s��2 .... / / 0. AS-BUILT Li0CA710N8 MID DIMENSIONS OF NFL1RA710N qiAMBER� AI� 011�R UNDERGRqJND U1MJ71ES ARE BABED GN 1EA.�1lJRElEa17S '.3444G ��, •acs•7, •�� � � / .�� � L.A. ��� �� � �w��E �� �.�Ci1� A� �T� a�r T • •.����' •• � � I ��•• �06.40 / . 06.22 • � � 306.', �� / / ....... � Area covered by Item #1 in "�'," `05� •��`:'c�'3 � / ?', ........ .. """"' R d D C t f t � . . •••••••••• I ecor rawi g er i ica ion 3�5 Paved parking spaces .... . . . . ..:. � n ... .: .. .�.. ........... .8: .... . . .�. .. . ....... (75 E�F ..�.::.:.. � � "� ..........: ,�. .......... . / PR OP�AN ED EOR: .......... ...��::::::::��:::�.:::::::::::� ,:' �4'.' .......... ... ........... ••••••••^ �••• ••••••• � ��������� � Y CHRISTIAN ASSOCIATION OF SARATOGA SPRINGS, NEW YORK � I� \ � I� ........... .... ...... _._.................. Qr 3os.aa � . R�1�� �.3 G M N'S C� � 2Q O� 5arr�o Associa�,�s �'�C AII I�i�l�r�s �es�rve� �� •��•••'•'•""'" � / Handioapped 8 P.O. BOX 4610 � Unau�horiz�� buplication is a Violatlon of Applicable �aws� '�'' '';3�5;z5 /�' / SARATOGA SPRINGS, N.Y. 12866 305. I � Certifications indicated hereon signify that this survey was prepared in accordance with the existing Code ���T �'�� �p � A ���� � I�� � of Practice of Land Surveys adopted by the N.Y. State Association of Professional Land Surveyors. Said CjOj OF TOGA certifications shall run only to the title insurance company, governmental agency, and lending institution -- �',' listed hereon and to the assignees of the lending institution. Certifications are not transferable to addi- `�`�" ANTO SSOCIATES /� TT rT1 � I tional institutions or subsequent owners. - - �V� D�;VELOP �VJ�.il �� LAND SURVEYING AND ENGINEERING, P.C. Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation AT 290 WEST AVBNUE, SARATOGA SPRINGS, N.Y. 12�iG of Section 7209, Subdivision 2 of the N.Y. State Education Law. Only copies from the original of this 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 MISCE�LANEOUS REVISIONS � 1 BARNEY ROAD • SUITE 109 • CLIFTON PARK, NY 12065 1 09/04/07 A�S ACS AS-BUILT SURVEY DRAWN BY: AJS CITY OF: SARATOGA SPRINGS SCALE: i" = 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 Q 01 /04/05 �DS ACS ORIGINAL SURVEY DATE CHECKED BY: ACS COUNTY OF: SARATOGA DWG. NO.: 4984ASB-2 , signature in RED shall be considered to be valid copies. DATE: 09 04 07 STATE OF: NEW YORK REV.: 2 ANDREW C. SCHAUFFERT, LS. LICENSE N0. 049901 R E V. D A T E B Y C H K. D E S C F� I P T I O N � � �i _ __ _ _ _ . _ i i � �, � � OC o�,� � � � I I i d � � � � i yd�i `� � � N ° �Q � � � � W �� �� o i �oi Q Q �o � ,_, � �: o �,W � d r+ Q `� n � n Q (� I a oo m � � W N w � � rr `�. 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' i. . . . . �.+ `+ .+ + + � �:' ; > < ;; :_:.:_:; �t t�,; =q;;� � , - . PAINTED LINES CONCRETE CURB . . . . . . r..�. . . . , ,,. . . , .: . , . :.,.,�_ � �,_._. { . . , , � _ �� ,...,,r, , �_ Y�, .,.,: ... ..� �n�:_ �.' ` • . '. . ' .+++++•�++++:++�+ :� , , ; ._..: : __________________ � ..._ __..__._._______+ . . :..: t,. #.� . . _,\_, - � � . • . ' . • + �+ + +. �r �'• + + � ���:� i � �:i ' � .=� ' �., *_ __._... .,_. . � �,, . •. � • ' • . . Uj + :+ .+. + + +.•� �+. � . x' �, � . .. � 'M ` ` PROTECT AND MAINTAIN -' ' � . � + + + +. + + + +. � -� "� ; ;. , _., ,, . ._ . . . � ,, ' � . � � � ' . "�t + .+ + r . t +� + �r. , _.....,.._....., : ; HYDRANT AND TRANSFORMER , .. . . . � : � + + +. + + .� �+� + + . .. . � . . , • . ... .�. . + + t .+ + + +�. + + ' � .. :.: , . ;. . . ... . •. . ' . � .. � + + + + + +. + .+ F ,. . .. . ,.. ; .. . . :���� � �... � � :� � EROSION & SEDIMENT CONTROL N�TES -t . + + + .t.. + + + + ` ' REMOVE CONCRETE PAD ___.__.______. ; . ' . � . . � . '. � . � + + fi + +. + � : ,� i, t! . . ' . .. . .. , . . �,+++++.+++++'{'+ , �.. . . . •• . •'� � � '• . • ' . ' � .�\ d f '. ,. ; . .•:K � ' ' . . * : . 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE 9. A CRUSHED STONE, TIRE CLEANING PAD WILL BE INSTALLED WHEREVER A - - ,,; . ` :� . � �� � � . ;�.� :. �.� . � , � ++�+�� n � ` , REMOVE EXISTING GRAVEL . � : � + , = OWNER'S REPRESENTATIVE TO REVIEW THE PROJECT STORMWATER POLLUTION CONSTRUCTION ACCESS EXISTS. THE STABILIZED PAD WILL BE INSTALLED ACCORDING �` � ' ` � . � ` � ��� �. � � �F � � ' � ' _... � PARKING AREA � • � PREVENTION PLAN SWPPP) FOR SPECIFIC REQUIREMENTS REGARDING EROSION AND TO THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS. � .,;' ; ��.�, � � �: � �� �� : � � � . � �. � 3. .;, ' `\ � I � , . SEDIMENT CONTROL AND STORMWATER MANAGEMENT. ��� , . . . : . � . � . � _ E RAF�Y S KPILE _ � .. . . .. .. .. . . ��� � � : �_______ � �� . � . . �: : 10. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES. �:�: ;; , , _ . ,, _ . , : . . � . . . . �: ; . . `\ � .. . .: .,A, . ; , . . . , .. . ,: , . ,, , . , .. , . . ._ r . . . .. � � C4 . „ . . . � . ; ,. .� , , . ,..; _ , ._ . . . � . . . . ; . . . . . � . . , �, , ,. .. _ � , „ � �.� �, < .�_ , ;: � : . ., . ���, ,�. � � . _ � F � . ., . . . , � �t , ,. �, .. , , , . . � � . �.. � ,. . , . , � . _ . . .. __. . , , _ . : ,.. , � � , ., ,; , _ . ,. ,, . . . , . '�. .`� , � . 2. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE � �. , .�. �.. :: r� ,, , . :,,:���, � ; � , � � �� ,, � .. �:,� , �� �:,,� ...�.;, � ����� � � . . . . � ��:,� � � . � ; �, �� �:._ � .. . . ; ; �� �, � � �.:. °,,.;: ,��., � ,�,�, . ,` ,,,� ��;�,� � ,., .,., � �. �� a`��,��� � ���.r ; ��.�, ,, �., ; ;; �;+�� �:,� . , • ; . � ��.. ���. . . , � • , ,�, . �. � � . ,�,,,� _ , „ ,, ,,.. . .,,� .,, � ... � . . •.. . • . . • . � � � .,,• r.� � ,.,s ��, . � �� � ,.�_ ; ,.. . �,:� . � ,,� , �r,, �, � , , « . .,�.,�,:� � .N... ,�� ,, r � :� ,� � .: -.,° r ,f,�.; �� �' • . . :� � � t . �:.�.. ;�.,: . .� ,' �-1...�c PRIOR TO ANY SOIL DISTURBING ACTIVITY AND/OR INSTALLATION OF PROPOSED 11. ALL CATCH BASIN INLETS SHALL BE PROTECTED WHERE REQUIRED �� � ��; . �: ��� � ���� - ���� ����������� ���������� t� � �,; . ;, ;�.,..,, ..;• ._ � . . . . . �._�,.__�.. .. � �, ; �, ��. °��:'� _ � ;j, � . .. � � � . �� -�� STRUCTURES OR UTILITIES. �� �� �� " � � ��'�� ����' � "� `- � . , ����:a � � . ;-:�. � . ';: ., , :, . � � „ , . .. . . 12. ALL STORM DRAINAGE OUTLETS SHALL BE STABILIZED,AS REQUIRED, BEFORE THE _:'. ;,,,,., `A i � ` , . � '� .� . . � � � � .�� `.��;\ , `�.. �:; . . . .. : ` � ��� � .:.. . . : . . . .. � . . : . - < . . ij . � 3. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE DISCHARGE POINTS BECOME OPERATIONAL. ~� � � � � � � . . � � . � � � � . �.���_ , \ ^ , . ; . � . . . . ���' , .���y � � ' • � . '�\�\ • .. • . t .� ' `a { .-` _ . �e'. I PRIOR TO ANY GRADING OPERATION AND/OR INSTALLATION OF PROPOSED .'� ' � „ u `.�.. z � �� . � � ; \ , , `� � • ' •,.;� }: .. ,..� , �: _.__. STRUCTURES OR UTILITIES. 13. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO PREVENT EROSION BEFORE 4 ., ��_,,, , ;; -:, _._.., ° � �' ; ' . � �.' ,��,. . ,. ' � �� �`\=`x�:� `\ `. �� . . . . � . . :. Ex . � . . . ._,,.,. GRASS IS ESTABLISHED TO PROMOTE EARLIER VEGETATION COVER. .: ` � �: .- �: � . . . �' � \�`, �,� _ � \ �: ,r {:. . :. ,�:,.,,n@ � , � 4. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE � . � ,, . ����. , - ;_ , Sl'R�IP AN4 STOEKPIL� ,:,.� "�` l... .,.,. � `'�, CONSTRUCTED IN ACCORDANCE WITH NYS DEC AND THE CITY OF SARATOGA SPRINGS 14. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO . , �' t � � � . '� �, ,; � : ;, �:::�, .. � o ' TOPSOIL, TYP REQUIREMENTS. BE DETERMINED BY THE EROSION CONTROL INSPECTOR. :� `,.; � ;: ';�; `;. > '` � .� . .. %. SF� -- ,...--. FENC , YP. ` ' „~ �' ,, b�,: .. _ : ::. . •. . �--X , , :� � , - . -.. � .... , . .: � .. . lC 4.p SILT E T ;. .. . ; , . },. , � . � ;. ,��.' . � � i "`� :> >, ,: ` L BE L FT IN P E 15. A COPY OF THE STORM WATER POLLUTIQN PREVENTION PLAN MUST BE MAINTAINED . � ,' ,: , ;��3 =� :� :: ��: � �� - g�" � ,...;;-. 5. APPLIGABLE EROSION AND SEDIMENT CONTROL PRACTICES SHAL E LAC . �,�, ,, ,_, _. ,,,, -}�� , ' \`\ , � : �; = c . ... �� _., � ;.,,; ; . � :. . '. �� ,.- : UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AS PER THE ON THE PROJECT SITE DURING CONSTRUCTION. . . ,:, � .. . . . H , ��`�, .>� ', , , . � ��• ;� '• ,�` � j Pro�ed Title: APPROVED SWPPP. ° . , .. ��,;� ��a� -�� :� i� {��� : . �_ : � � . .. ., ;. . ; ,�. ; . , ; � � ' ; : v a,; t_,.. ,, .�. REMOVE CONCRETE PADS .. . �; ` . ... _ ,; .:, � , , ��, '��, 16. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE CONSTRUCTED =�..- - , � � r , �,_ ,,� .: ., ., .� -_,. __. , .. . . . � : ... �:� .�. . Si Plan 6. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL STEEPER THAN 3.1. ° � �t , % <: a; �...: � •,,. ,\ : ; ; ; : ��: �: '� _ ,. -. � _.,.. , ,, >._ . :,: � .__ . .. ... . . .. e ALL MEASURES RE UIRED TO REASONABLY CONTROL SOIL EROSION RESULTING � �::: �> v � . :�x�;, _ -� x • , � : �f�. - • . ; � : ` `f ' . Q � . : . , � , " i a r .: � � � , ,. „ ,s: ; , � , � :,•, , _; ,, ,< , . . ; : � ,�, % r . , � ;, � ,_, .__ , . Modification � �... ..; «� ! .'. ; � . � : , .. .� ., : . . . .. . �,, ;, ,�_ 5 � 17. DUST SHALL BE CONTROLLED BY AN APPROVED METHOQ ACCORDING TO DEC , .: ., , , , ,. , , �- ._ , , ,. , ,, , . ,, , , ....� . FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT ....._:�___....�. :: ,�:. ,, ;, , ,, , ,, , . , ,,±,, , , , , , ,, , , ,, ,,,, ,,,, „ . r - ;. � :..: � �\ �, .,,� ,� , ,,, , � . , ,� ,. RE OTECTION FENCE ,Y, .: _:, . .rr „;... , , ,,. � :.s_� ;�� �t � � `•' ;° '� ' ;',� � `�'� + `G-4.0 �� FROM THE CONSTRUCTION SITE. STANDARDS. , , . � � � a, � � �9� e " . . � . � . : .: . ., ,. � , : � . , ,., ,....;... � ;� � 1� � . T E R P 1 ,: . �, �.: `_ , � _.. .. . ,. _.. .... : , ,;,_ r�� , , o; r b . , . v.,, . . �'�' i �, �.... , . , r 1 ,' . � :�.<.: .> ,. . , ;,. , ., '.'i ', . r� j : �.. .,, . , , . ; . . .. � . g ','`' \. � v , ,...., i� r ' 7. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL 18. ADJOINING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLING , �� ;; " ` ! , ,` ' ' ` � . ,. ... � . ' �. . , � a� ...,,• , � �,� r .� , .:• � z...,_ ., j' � "\ 11 _,� � � ':; � � . STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL OPERATIONS ON THE PROPOSED SITE. ��- � � ���-, �� ��� � �� � � �� � ���� �'`° � � � � . � �� ;�� -�;�. ��`���. � � � 290 West Avenue � �� � .'�.:"� � .� . ' '�,. FACILITIES. _/` ____ `����� ���: � � � � : ' � �� ��� �� , ;. ; .. . . � ,� �; ���,,, � 19. USE STAGED CONSTRUCTION METHODS TO MINIMIZE EXPOSED SURFACES,WHERE ` � � h£ ' � � . . � � ��.,, F'r Saratoga Springs, NY 12866 ,� °. ; , , ` . . �., � . ,... 8. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED BY THE APPLICABLE. '�� � � � . .. \\'`�� r \ \� - -- - :`'r REMOVE EXISTING �� � � . � .. . . , . . . . . . , . ; � ; . .. , ._. >; �., . :.. � �: . CONTRACTOR ON A REGULAR BASIS AND AFTER EVERY 5TORM EVENT. ��, % � PLAYGROUND STRUCTURE ;. � . � . � '. ' \:" -_ ,. ,� ` . � ' , > . _ . - �,. , � : .� .. . GENERAL NOTES SITE PREPARATION NOTES _ _ _ � r��� ; , ; ., � - _ ` \ � : . ... \ ; �, �` ° � ,� �� ;�� �:��9.;3 � ... ,_ ,; � : � � ' _. � � REMOVE ASPHALT �`. � ;. �,.� �.,.... � �.� , � -� ; �.__ �- `. � � , ,,�'�� � RELOCATE SHED ,`:: , . � ,:._...: - ' . ,: � � _,� � ���'�''f; ..�``' ' .-. {. � 1. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH INCLUDING -�� �:. ��<�, ._-,; _..�.._�. __ . ; PAVEMEN , P. � �� ,;� .,��,, . e , 1. SURVEY INFORMATION HAS BEEN PROVIDED BY SANTO ASSOCIATES LAND SURVEYING& __. � � r . ::X ;,` ;,,, . . - � ,�- > � __...,.....�_,-.......__.. , -.,,. _.._r,, �,�:�; - ��. ; T TY F TIONS AS APPLICABLE AND LEGALLY ti��r� :� ,;: � > . . �; \..__ � � ��.: - �'�;• � ENGINEERING, P.C. DATED OCTOBER 7, 2015. BASE MATERIAL AND FOOTINGS OR OUNDA , ; ��,, ; , ; �� � ,,, �� - _: � � DISPOSED OF OFF-SITE BY CONTRACTOR. ::.._._.._.... ..:< � ; ': �� , �IMIT OF WORK ; �, „ .;� � < , ��� ;; 11 ;, � ,�,:; ` _, ,l r � _ „ ,_ � ' ,, �� _ �_ �. .. ::a INLET PROTECTION, , , . .. . ; SC < �` �. : - ,_ :.._ ::: � \ ....{� c� �.. � r F�, 2. PRIOR TO COMMENCING ANY EXCAVATION WORK,THE CONTRACTOR SHALL CONTACT , ; ; .. . -.,,� C-4.0 �: ,. :. -; F�9 S'Qy� ` `: < �, .::.::.::::::.:..:._..:_ ct' '`ry �' . .:-. � . . . L.3 �. �. ';�.,�.., .., :: : ..., , . ..... . . (� � . . _ .:� . '.�'.-_ .r i: � . : ��' � .:: . .. j . .................�......:.., : . . ., . . . �%' . . ... . . .�� ,;..........:�::�r,::::,.:rr.::cz::.:..,.. : 'r:= ' �y _ �Y - ; .. �.�,-: ,: ':�. �' . .. �� . �. . . �. . �i : : . . - - �..� TYP. . . . , : F _ 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 ... , „ ,, , , _ -. �� ^ � ) .:.: _ � _............. �l :::_:,:_:: ... .. : ... ,.,. �,:-;::: \\...��. L�t� ,..... ,.:, -3� f� . � i � ' � �'. '� .. : : . :..�:-: ' V . i ��� ...:c:a .. MPANY HAVIN RI DI TI N T NFIRM THE L ATI N F ALL EXI TIN TILITIES NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVEREb TO THE � '` �! ` ��T. - ; = �` � � CO G J U S C 0 0 CO OC 0 0 S G U „ �,i >.; ; , , ; ; _. =r :- _.::._, t� ��� 4. ` ; , ,, ., ; ,... , ...: . . ......... : .:.�___...._...a..; ., , , �,: ; ; . , , ;; ;.: ; ;. ,. � ,:: :._..._. : , .::.. , , ; , ,,, , , : , �:. , . EXISTING PLAYGROUND AREA - : � �-�� .. ,; . .._...._; . .:� � � �. OWNER SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. �,�� ,:. . : `f ., , ,... � , ,., , . ,,,, __ _: v ,� , ,! .r::� r;� � BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO , . .., ,.; , : , ,. . , ;., . , _... .,.:._... , , x ; , .<. ,, .�. ,;�; ,: ; � �, �ip ,�`yP . �. � _� ; ,, ', ; ;`„ r,':, , `','?' ;`....; _ ,' „ .:::: - .. ., •, :,� _._... �ESS1� FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY � ; , ,t ,,. , � , ,, ;,; AND FENCE TO REMAIN , „ _ ` $ ; .. ,,..; , , ...::.��._.:..::. � , � : _ . .. f, '_ ,.l._. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ' � ' � <<+� � ' OF THE CONTRACTOR. < :; ,.; �' .F , ._ ;._ ,, �.._...__�._..._.__.�._. -__ .... _. _..�__:_:.. ....:�-�� i : ;`�: ! . ..;-. . �' . ..i : fi t�.._..__._Y�.............. i '' ._. ' �`\. ; �� ___ __.___, SF � � _. ,_._ ._. . ,. � , , , ,:� T ARE D E T NTRA T R OPERATION AND WHI H ARE ; . : _ , ,:_:.__.�:::::.:�.::.::..:.... � CONDITIONS HAT U 0 CO C 0 S C ` : :: �.__.._..:_ ................................. ...... ... .. ................................._............................. ...,.. ..,,_.. . ........ , , _. _ _. .,�.. ..... ... _. � _,. . _...:. : : , . :. . .. .:, .3.. .. . :. .. .. .- ���,::n ': ..:.'... . '. . .: � .. , . ' • + � ..,.�:, , t ...] ': '.:X �. ,a�-- ......::,.�,.::;_,�:�:...::.::.:.::.__:.. ...........::::::,._..,::::5_;.._ ;' .. . .. . ... . ............�..._.. ...�.: �;_.. : r . 3� ' ..�e.�,., . -.: �� : i�r . \ (� . >..... , : , _. _..__. �_ . - :,�.:_. . _._. :. , �_� ; ... , LI : . ,:�...... .. ,, .. ; ::��:__::__:__._< MIT 0 , , .., �� ��.......: , ._. _..... _, _ , , �._ : , __............ : F W Pro'ect No.: 20210�7 OUTSIDE THE LIMIT OF WORK. _... . ___ -. ._.......,_.: . . . ; .:_ . ....... .... ........._._...,.� �.......:.. . . . _. . ..._ _..___ _- �_ . � OR � 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND ....... . .....m._.P..._...____ ...._ .. ; . .,� ., . _. ,. . , , , . . � ....._.._....__.__ ....... .. ,: , <-..:�._:__:w.__:. ...,� . K , .. : . .. , _ „ . . . , ... .. .� . . ..� . : .. .; � i <F > . �...: .. : . �'".. '..' .�. � ..:•". . 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' .._:: :.:.'. ., ....,..... . � . 1 .. . .._ � � ..,y.;.,:;.._;��,�_,.:.:��... ..: 1 . . � - . . . . : ; � , �..��:`::�::::::.�.�,i::;,..::::� .__..__. ....<_ ....:.:.. .... _._ ......:. . ;: :._:... .. . -.. __.. . . �........ .............. ..................> . . _ . . _. � Desi n: MCB REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS .�..... ,,,, ; ' ` ,.. :,: _ _;w.a�. .., .> ';._,:r �..��:::__�.::�:�:-�-:�_::_::_;:::_.:� �: : _ ,, , , .�; f ,. - ,r k � �..:z��.,_�.::__:_:._. _... ;.:.:... . . � ...,. _ . � „, ..__:��_._;..._._, -_ , . 9 TOT W NATED REPRE ENTATI . 4. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO : L . f ::. . .. -:: , c., ::-.--.-:�_-:_„,,.....__, . >.. .,... ,..__,,,�.._,_.,� _,__, HE 0 NERS DESIG S VE ,.>t , ;; . : _. , - ,>... �. � _. _ .. _ ...__...._ .._.___..._ . :.. ..__.�_::;�.:.:.::....:.:>.... :_ .. ,..___. _ . � : � ,. .. ,_-� � ;: , ____.._.__.__.. :r; _.._ ; . . -; , . : ; ,.�.��,-:�.::..:::.:....__ . �..a > ;.:.: , :: : : :, ,, .u-:_.._._:._ , � ;. . ` . , : • .� .....:..:::::..........:. V RACKING OF MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ��.> :.,.. . . . ,, . _..._,.,_�:::_,:.:___.. : ; ..:.:_.. . _ PRE ENT T _. �� ::: . ,. . :..c• .. � - ... ____.._.___..._ - � � r, ;. . ..> -: .;.... . -. , .� : � ..�: �� :. � � � . t�-- f : <_.._..,�y:�•:::_:_.:_..�„a: .: . __..__... - Draw CML Ch'k'd MCB > : _ , . .- �. _.__...__... Date:n Scale: , :.,, . . . . �; 6/16/2022 1" 30' .,,.._;. _ ,;:,...._ . ., � _.._____._ ;;. : , ': ; , �: _', . , _.. - ;f , ` .' i�` , ` . F M THE B ITE HALL BE LEANED BY THE NTRA T R ` ��`� 4. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ORIGINATING RO JO S S C CO C 0 ` .�=°�=����=_�==:-�:::,.::.�:_._.._,_ � _..._ , •, .a, , , ,,, , �,,..:..�....�. , -�..�_::::�:�::::::_<.__.__._: ,, ,.. ;__:._._.:; >7. i. `. - >' ' ,, .. l_....._..x___.._,' DAILY. l� � :, �, . ::_...::: ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS bIRECTED ANY WHICH ARE ' f �`' ..-� -----..-......, ; �"����-~�"�`�=`�= �.:; ; �� , :.> , Rev: Description: Date: DESTROYED OR DISTURBED. �:' ,_ f. '_._ � -- __ _.__..._ � _._._ . �a � __.. 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. � ' � d ' � d,` " � t r,� #` ° ' " ` '�' '° + + + + 30 0 10 20 30 ;� ,,. � ,°u . '' ' + + + + + CLEAR&GRUB VEGETATION 7. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES,TO PROPERLY �', " PROTECT THE WORK EQUIPMENT PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY ! D�awing Title �,, ' ' ' , Scale: 1"=30' ... , . .. T T P IL . TRIP AND C KPILE O SO TRAFFIC IN TH IC OF THE SITE SHA N T IMPE ED. S S 0 E V INITY LL 0 BE D SITE PREPARATI 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITTING, INSPECTION AND ' ' XXXXXXXXX �TEM 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 n Boa rd # 2 022 0612 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 Drawinglvo. � INLET PROTECTION PLANNING BOARD OF THE CITY OF SARATOGA � � � � PROPERTY LINE � �d 2oZ�� _ CHAIRPERSON _ _- C 1.0 ; , ,� a , ,i , • � �� . �. .,' � � �','� r �"�� � � _ '. ���' . .�' ��"„,r; � � LIMIT OF WORK DA E SIGNED a , � , { � �� E I _.. __ ... . ...._._...... _............................................._ - --... ..___. __...._ ____.._.......___._.._..._...._______._ _....__..........._.......................................... . ..... .....__.__..__.___....._.___,_... _....._ _ . .._..... �_..___.. .. _____._......... _ _.. ________....._........_._.__......_ ___.________._._...___ _....---- ._.........------ ----- --...___.._...... _..............._.. _._._._...__..._.... --. ................._____....._...._.._....._____.__......1.!_......_...._.. ___._.__......_...______....__............_............._._.._._.................._.................................._.._.._ _..................................................__......_..........._........__......................_............... _....._.. __ _........ .. . ._..................._.............._. .. ........... _., �i ,: W...,:::-: .. .. ..._._.... .. ,. �� . ;;;� � ` � i'�t ;i i= ��.......__. :�. �i; :"i�. , r e(i �, `� ;` �_........ , :: ., :: ; .. .. ,.: ;. ;I `„ , ;,:v:.. �, i' .. \ 3� . `;:. ii :: 7;� :; ��\ ii . . � ji .�::::: i::; ;;: �� � . : \� �: ' ��;; �, :: '? � . , � : � �Y; ii ,: �i r�':::::::::�\\` ��lYfr' \���''�, ij t:�' ii '•i ` , ...... .... �, _ . . :::::T:�� : _ T e LA G R�U P �_____.� ..__ . ,. , : � , . . a�::�� ., �_ ...__ ___ _ _ _____ ______ _..__...._._.__ _ _ ; _ ..... . _ ______ __ _ __ _ ___ _____. _._____ _. _ ____ ________ - _ _ .__.._ .._.___. ___ _ ___ .___ __ __ _ ________ __ _. .______ . _......_.._._....-- _ __. _ ._ ______ _ _ _ ___ __ _______ _ _ . . ___ ___ ___ �ti____ _ _____---- ___ __ ___ _ _ . .._. .. __ _ _ _______ _ _ __ ___ __ _. .. ______________- _ ____ ______ __ __.____.. ............. - __ _________ ___ _ _ __ _ _ _ __ __ _ _____ _ ___ . __,__ , ---- Landsca e Architecture&.En ineerin P.C. _..........._....___.._.__...... . _ ��:"'.�.._..._..._.__ _ ._..... .....___ - --- "~ '�• __..._...... 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NO PARK .� : : r•. �: : : � : >, �� a � . , �� . . • �., .: ;: 1 : . � 3 . ; � . : .; 3; . �; . . . ii �a� t :: ii ;: . , . � . : ; . :: .� i :; �� .� '�� �.� �:� '::- .:._. .. . . ....._ . � , � i .., .. ,i � ; � , , � , . . �i ii :. ��.i :: � � 3 ' ' '_ ' �. �- � .. . . ..:...... .._ ......... .....,_ { : �• :. �... �.: ii li 1 : } : � i i i ii �; ; �.! :'� 3` `�'.�`v,-.' . ,i ...... . ,.. ..� ry � rr ,., .� �� I ,. : � ... .� . .•.. . . .� , , , .. ...,,._.. � . , , � :� J, � .. .. .. ..._... � .. ,. ..___._..........................e ..... .�: � � ; t E ; . . . ___ \\° ,. ....____.__.._._..._...._. ........_............___....._._...._...... ..... ..... __... _.._a.__....x...:...:...._..........._......._.._...._....._.. ........._..._.._...... : g ,, I ; �j�`, �� „ ; : _.................._ j � it � , ��:-�::,-�'� i i : € f 1.: ��., , � �0�� - , : , , .;..:� V' � � , ° ;_________ � s �� CONCRETE 7 Q� � � '� _ .. .... `; ; ; _� � FLUSH CURB . � ..............................:� a - __._......_....._. �3 �\�� �� SIDEWALK,TYP. C-4.0 US PA _a � � ..�. ..._;_ � ..,. _ ; ORO K G < ... _........... _ _._..______._......_..__.,; ._,__._._ _. � � ACCESSIBLE PARKIN � „ R IN P � � , ,,.� , _____.___________.._ ; : SIGN ; _ � ' � �.._ :M,. ; t . .._,. G 3 , , � �:.:;.._�. , -... ... ' �� AND SIGNAGE,TYP. C-4.1 ,• 9 �. , G E N E RAL N OT E S _.__._._. , coNCRETE Pao .. , F` d -� � F' ,j $ ,� _...,...�.. �1 .;... .... � .,..... �� �� � � ... . ___.............___ .�. .� '� +.! tE ..._� .., . ,. `�- .��� : ... 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. ' � r = � t�� CONCRETE CURB, 8 r�` , � . � . . MAP OF A PORTION OF LANDS OF COUNTY OF SARATOGA INDUSTRIAL DEVELOPMENT _._.. ,� ; ' TYP. C-4.0 ' � ', ' m '= AGENCY", DATED 12/17/07,AS PREPARED BY SANTO ASSOCIATES LAND SURVEYING AND 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM � '� ` � x _ ,. � � : �`� ; 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. � " ' � - � ; , .. SURVEY. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND ' � ` ' � � I � , ;: `,: �'� ,:.. STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE ,,,, - �:� : " -� �. ' „ , � I 2. PRIOR T MMEN IN ANY EX AVATI N W R � `" �' `° � PREVIOUSLY APPROVED ` �' 0 CO C G C 0 0 K, THE CONTRACTOR SHALL CONTACT SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNERS � ; �+.', ,. `' ,` �".� , :^ ° _ , . , , E ;, , ,. ,� � ;�` � - - - �_ .�....,� . � „•:, : ; ,: �- K�, ,,. � ,:'� ,�,<, � �!.�,'� r ;!`,`+ ; a �'�t,��. ,t ... :' .' ,"' �Z..:...:...::.::... \ . U.F.P.O. (1 800 962 7962)AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY REPRESENTATIVE. ����� .:� , , A ' ' °` '� `"" ADDITION 17 000 SF . .... .. ; ` ' ` � , ''' ` , `'°` $ , ` , . ,:`> > ' : , �_._�>.�, � � '. � , s \ : , , :. COMPANY HAVING JURISDICTION TO CONFIRM THE L ATI N F ALL EXI TIN TILITIE � ,.:, , OC 0 0 S GU S :�; i ,,,,. :;� , F°n F ,: �� ..`� , : � BUILDING PERMIT RECEIVED BEFORE COMMENCING WORK.ANY COSTS INCURRED BY THE CONTRACTOR DUE TO 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION ��'' ; ` � ` '` ' `�` ' ` � ' � � ' ��' `�`, s ', . . , \ �. ('F `,e� %a � 3: yl: �; FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY SHALL BE RECORDED BY THE CONTRACTOR ON "AS-BUILT DRAWINGS,"AS SPECIFIED. �� " , __,. r� . OF THE CONTRACTOR. ,., �����` ? ` � � " �, ;�, , _... ,. ��' 1.__. ' ` � ;��' �:�1 ,l`� .-� j\_.• �S . � � ��^-� , .. �. � � }-. � ,F � � ,. , \�..`. .> ......_ ,_._.. t��� _-' . 10. STORAGE AREAS FOR THE GENERAL CONTRACTORS EQUIPMENT AND MATERIALS SHALL ,: . �., ,. ; ; �.i_ _ °� , : :"`` :' ;` ' '�'��� R � : . ' ::, . ..� � ��_,:.. ; -<, '_._. _ ,\..� : '� ,>` .;. .r`�' ... •-�;. 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 � , , � -.... � � . __,�. ; o � � , � ; � � ; , ' :. ,_... DIAGRAMMATIG ONLY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES BY THE OWNER'S REPRESENTATIVE. . . r���;- �,��`f � ''�'�\\~ `� , ,� .,..> ; ,�, , �. ��.� , (LINES, DUCTS, CONDUITS, SLEEVES, FOOTWGS, ETC.)WITH LOCATIONS OF PROPOSED " `� � :. `' ;- � ����� � �`. 'i: �_.,, � ; , , �� .,F :: , _, LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS,TREE ROOTBALLS, PROPOSED 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A "' � ,: i `' ' , ,,, _ � ...�- � .. ., �, �, , __;.__> ;: E�: LIGHTING FOOTINGS, ETC. . EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LWES COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE , � :� ��' ' "� ``F �� . � ) � � . . .. . .. , �.<,; , � . . , . � , � f = , � SHALL BE DONE BY HAND.ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS ` �' ' \ ' �� `` . . , ` ; : ., , :.,._ � , :_� � ,.°��, `, n i; ; ; �� ' ;� ._ ' ��u. ` ,,' ,, ` �� ,. CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE AFFECTING THE WORK COVERED HEREBY,THE CONTRACTOR SHALL AND WILL _.,_, -, , �, .., ��� , f � � � ��: ;... CONTRACTOR. PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE,AND IN THE EVENT OF THE ��' �� �' �� �-�" �,�-�,` � ��,r � �� ;_ ` �`� ��� ProectTitle.• ���� � _._. ��•��� �:� J CONTRACTOR'S FAILURE TO DO S0, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE ��� �' � � � � � `�-�`� �:��� `,�,. > � , ."�� ... . � ,, _.�. � � �; , . ,,, ��.�.� �' ' . 6�� ,�ASPHALT � �, , . � ; . 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND OR DEFECT IN HIS WORK CAUSED THEREBY. � �� � �'�" �` � � S I P I a I1 ; _c . . . : °:'::::. .l . .. ;' ��' ` :'�<`: . � _ , :� .:� C�4.4` PAVEMENT, TYF�; f' ,`� REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS � � � � `���`� ;� �;�:- '�' � � ��� ����� � �� YMCA , ,�. te �, � �' � PROPOSED ADDITION ` �.., ��� ' �� ��` -. . �� �.�.�.. �•�'� .;. �.. 1 �,..'. .. . 'r ..�,. . ..,., �,_..' ,..,:.. .,..� ...; ,, ..,.• •• . '�:. ,.��.. , � i:...� .. � w :' ...:� .r� f�..-.... \.� . . . .�::�.:. � TO THE LANDSCAPE ARCHITECT. 12. PROVIDE EXPANSION JOINTS AT ALL CURBS,WALLS, STEPS, LIGHT POLE BASES, PULL ` � � 'e�.- . ;� r, ,, � ,r�, ,, _� , ,,t ,, , ,,, ,; ,� ,� ,� - �t � , ,�., , _ , �� . �,, , . : �__� ,�.. : .:� z � . , �,�, .: ;. ; : , . �, , .... ,, :i' � .. Modification BOXES MANHOLES TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. ' '. .' � �. "' �; . ` `�; , � '; .;. ., '';';° " E i':' .� ' �;:, 5 �OO SF ; � �'`� ` ` � , ,.:,,� �.�. , ., , ,,. , , ; r . �, � � .. 5. LIMIT OF WORK LWE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL `� : ,. :. <a � �1. ��, � ' \ " " ` ., ... , '1 a �:,.. , , .:.' : , ,,, . : , t.: r � a .� ; ,. . ,;. ; ,. .. ' CON:C�E'T�;.F�AD : , �,_ �r: _. DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE.ANY 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING WFRASTRUCTURE FOR �; �:", � � ' " =-�� � ' �' ' ` ' ,' ' ;'` % t "' ,,, , � " a, ' T AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN �'_� � �� '� ���. l��`�� �f � ` �--` \� ' . „ , \V , � ...' "''��. � � ` 29 W st Av n ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.CONTRACTOR SHALL NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND .. 0 e e ue � �� ��� �" _ � �°, �� ���� � � ` MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF WORK LINE. IF NO LIMIT DRNEWAYS. \\ ; ;.; ��� '` � " , `�I \ ! `�' Saratoga Springs, NY 12866 �:.:: : ' � & i , OF WORK IS SHOWN,THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. < < ��� - __ E �, ;-, . : �. ... , . ' .s�, n: . - ; :. ' ," ` : ?�' � .. � t .. � , � .r� ~�\'�� \�,_. ' 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF � ` " , ,. , ; ,, ,.... _ . 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL DEMOUTION, 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 � � ' , ; � �,,..._... DESTROYED OR DISTURBED. BEFORE COMMENCING CONSTRUCTION. � N � �� �' ` w ,. ; � . �� � :� ; . <: � , , �� � � �. , . � , � � ; � r � .., . > . . . ; < ; . . ; ; ,.; ��:� �, ; , �� ��� � ��� �:�; :::�� ,._:.. ..�;__..... _._._. :._.__.....;. � ;` � � ; . � '���. �� ;`; ,.y��' 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 ������ -��- ��� ��;., � .- : , �� -. , � ��.� � ......_ �,.__.._. _z, � � _.... ,�._ . �.� � r�^: `� , . _._. . �., -�� �'� �`� MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS,AND MINIMIZE DISRUPTION TO REQUIREMENTS DURING CONSTRUCTION. ;, . .� ; , ��(.� �� _ `� SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO � ��� ;;: ' : �.:'` : ��� `( �' `~Y �t 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY �: ��� ' � � `' � �, ,. � '�" ' ! '�a .._._E .� �: .��- � �� ..t ;�`� \ >.,��� � . � PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY -. ,,,,., ;, ,;, . , , . ,, . ; ,, , ., � � c� . � . : .. , , , , ;� , : � � . ',� �� }'.; � ; , ;� � � ., , _. _ ; ` ;' � ` � � . TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. ` ..:; ; �� ';• , ; ..,, .�.�_..._____._____. .�: , . .a �.,. .,�,i ,i .',;,;r.s ;:,:� q i.:���,t: i . i .. : }�� LAY T N . a. : .� , �. . � . :. �� , � : �� .., �,, r�,y � r ;; ;r , ��; OU OTES � � � � � ; .� , , ; �r ? � � r� , :�,� � ,.� ; � �,� � ..� �� , ��"� • �` �4. R p C Np' 'y�., i .,.� , .. I, , . 4s t�x '' � ? �C�JCJ�Q . ; �q ,,� ., ' ,,,_Y ,�. :.^.::x:::-....--'.-.-.: 33�... , � .....�. .. � . �.. . .. , ' ' ^ E �.� �,.)/�.'i'� o, r.'.::��t. . �.i.�.� , � ��,��� �'., . �,: .. f� '��. �;�,���. � �..e K , .. .... ' ... -� . _ . '+� �.: : ��� 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE . �; 3�, ; REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. I ::� , �\ _............__.............. ....... ............................... .. .. .........., ` , _,... ..<.__m , ..„.�..�_,._,..._.___�_.._.... __.. . ......_._,....�__�.._ > > ,.___ ' _ _ �. �� ' Project No.: 2021027 � , ,._. `f �. . > , ...... . ._,: ._ . a. q,. , , ,. . ..... � , >.. ' , _ , , . , , , .., >; ,, .., ;.: _: ; . `, `. � , , .., , ... . 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CON TR TI N.THE WNER °' �• . ,> ,,. .,. �... . ,, . , .., . . ,> .. ;• : S UC 0 0 S ,;: -: : � , , . r .::: . � . ..:. `�. .:....._� .........�_�._.__._....__..:.__.:..a...... _. ...... ......_.____� .:..- _. �.:.: .. , .:_,: `;_, -...;_._ _._.,.. > <.,__�._. ..:., . � :,, . Desi n: MCB REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS , ; � �„_. \� _` y; � . ; ,. � : , . ; _.._. ..._._.. ... ..__,_ .._.__........_...__..._..._ ._ _ Drawn: CML Ch'k'd: MCB MUST BE APPROVED BY THE OWNER S REPRESENTATIVE PRIOR TO CONSTRUCTION. � ;> a ,. , .- � �: :;` , .: ` '. ' Date: 6/16/2022 Scale: 1" = 30' . �.:., E 1,,,. , , , � ;.,,�� � . ��,. r. ,. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LWES FROM �` i :; - r` " ' `-� . \: .: _ , , , . ;. . ��`" , ._�� ;.. , ... � ..;: ..: :. , >°' . ;_:._. �_ . ' ' Rev: Description: Date: WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. �.<: •� " ~ �� 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTfOM 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. �� , z ���,�'.. a :� �,�;, , �o `'�°. �; ;� , , �� r `�, �' � d ���� b :�� '; , � ��� -x-x-x-x-x- CHAINLINK FENCE 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE � , ,,� , � � � �����, �, F { ,��� , �, t ' CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO �,,. ��� �, `!'� ' �`` �j''`" �'' � �� ` � 30 0 10 20 30 coNsrRucTiorv. � � ���� �� ��� � ���� � �� �� � � CONCRETE CURB ���f Orawing Title 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED Scale: 1"=30' - N URB Q, TRANSITIO C W THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATNE PRIOR TO +"� LAYO UT CX CONSTRUCT�oiv. ' ASPHALT PAVEMENT M AT E R I A LS P LA N 8. CONTRACTOR SHALL COORDINATE LOCATtON OF ALL UTILITIES (LINES, DUCTS, CONDUITS, P I n 1 1 I� B 1 20220612 SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS a g oa d # (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 Orawing�vo. 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS PLANNING BOARD OF THE CITY OF' SARATOGA SP RESPONSIBLE FOR VERIFYING THE VERTICAL& HORIZONTAL POSITION OF EXISTING ` UTILITIES PRIOR TO CONSTRUCTION. , � . , ; . , , ; .., r PREVIOUSLY APPROVED 8 o Zt�Z L- CHAIRPERSON �-� O � � ; '° " { � � LIGHTING TO BE INSTALLED � d1 • ' �` �'� 's '� �� �,� �� � ,��� ��'F, �'�_' DATE SI NED � � ���� ' °� `' '" ���'' FOR THIS PHASE , . .es. ��;., _. . .. .. ._ , - ; >,: .- ,, _.... � __................_._.. .........__.......__.._ _ _... _.,_..... __.._..._ __ __. , , _._. � . _. __............._. ......... . . ._._._.._ , _,____..,...._. , _.__._ _. .. _... � ___._. _ _..__..._. . .... u,� ______.._... . _. ....... ....._ V�, , ... .. ....._ .___.._. .... _.__.. ._. _ _ __._...... __.. .__..._. _ ____ _ _ _..__.. ____ __ _ __ _._. _.. _.......... .. __.... _.. .. _ � ,.............. _..._..._......._...._.. _,..__.., ___._ .. ______.____... . .._.... _.....__ . ........._.. ..._...__.._......... ;�. __ .... ._,_._..... ,�.- -�rr�- ` _ �� _, _........ _ __ . . �: _._ ................___.___.______......_......_.._._....... ............._,.......,.................... _ ___..... ..................._..... . . ...__.._....._....._......._..........._.._.. . ... __...... ......._...._._..._.,.... ______.._.._ �-�_ _...................__........,. __.._..____._.._._..._ ..._.. _............ .,x� ..______..___._._................______.__._._______�....._.._.__........._.....__......_._.._._......_.....__._....._ ..�._......_...._...._._______.______....... _.._..____...__......._..._ . __.______._... _ ............._. _.___.._....... _.__..____... _. ..__...._._._____.___......._._...._._.______........ .__.._...___._. __........_..._______..._. .....__._._._. __,__ __. _._ _ _ ._.................................._....___.__................. _. _.._.___.�._ ..._._..._.._..__._.__.._...._....__........._....._ _ . _ ..__ „_________________ . . _..._ ___..__ �__ _......_ ...._.._. {j _._......._ _..._.... ;a _____ .. .: .... - ..._._ .._.... _ .._...._...._ _............. ......._._... ._.......___ .._.___....... ..__.......... ................ ..........._.. _....__.._ ..___...._... __.._......... ......---.. . _......._..... __.__.__... ............._. ..____.._._. _._.---.__... ......_.._.__ ...-----....... ..___....._. ....._._. � _ ......_..--. . . y :: ,.._. � n :� kt i �:. __ ._...�� ; �--� -' _. � j'� i,':: :: ��' . , � ,: '\... ..'j�:F:l.. ., ; ;;1.. :; :: �I _. � :: � ;. , '::�� . _ ._,.__,.�:::-- .... ...� �.. ....., .. � • �..._ � � :Y i� . ,. ;; ��l:::.:, i� .� . \� _ ' �-_ r i�'\ il ,. i� \,,., r` .. �` �:- ,; � ; L;u t ` ;: ; �...,�. ����� : .�e: :�:: �: i i ` �i ii i�..- ; ,,:: i: 3: 1`' _;:d::.,.... �i ii �� �� _...,. .... ., ......._,___.. .,.. ii;! t`.; ii .. �, p.F--��� L:� .x.._.......... � � t .........___ ......._._._ __...__ _"'....... ................ ._._.__... .....__._.._. __..__..'_ "'..__....._. ................ ......____..... .�._..___.. _.__.......__ .._.........._ ......._'... ._..._,.. ...._......._.. 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ENGINEERING, P.C. DATED OCTOBER 7, 2015. TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS �� ' \ � ' ' SANITARY�LEANOUT 5 f � i � ,. SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING ' ' �� : ; � ` , G4.3 ' t � � 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS W THE FIELD AND REPORT ANY FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING - -A- � � ' � `� ; , : � ` .. _ � g , � � �� ` � ; TEMPORARY FACILITIES UNTIL WORK IS : , .,, ,. , ITI N . DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE �, ,, , : , , ,�;, , � , ;,,, , ; N � DISCREPANCIES BETWEEN THE PLANS AND ACTUAL COND 0 S : �:; , : ," p ; �, .t' ; , '',. ,.,, `°c R ' + �r ;;,;, ',:` a, • '., ^ , = � ,::. __ , >...... ,� . .., ... ,: , . s ,, .. , �; .. , �.., ,, �. . ,; � ,,, , ., , . ,, , �,, F . 31 00 M '` , - , FE 3 NTATIVE. : �., ,� , .�„� , �;, ,,.: � , . . � �, , ,,., , . ,; ,, ,,. ,,, , ,,,.�.,. ; • M ; �:,: PERMANENTLY STABILIZED AND APPROVED BY OWNER S REPRESE , ., ,,; y, , ;�, ,r , � o, ,,, � ,,; , , , , � .. : , _ r�: . . .. , . _ , ,.,! ,. �- :� � +� . � c � ,, ,, � , � . ; �.; ,. . _ � . ,, , � � o;, � t , � ,.� ,� K ST TE LICENSED ` ` ` `` 3. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YOR A �>> s ��<.,. „ 's,, ' , . �...._�_.._� :. .�: , ,, � ,.,. r ��. „�nrs, ....,, . �.,`„• F�, ,,�' � � �: ; .. , x, ,.., ,. . .;� ,,. , ' ,.; , . , , : , .. 11. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINES SHALL BE DONE BY `���� � ,,,�, , ...._.a � � . \ . LAND SURVEYOR. � � � � , � � �.,, , , , ., , ... .. ,,,, HAND; DO NOT EXCAVATE SOIL WITH MACHINERY. THE CONTRACTOR SHALL REPAIR ANY � `�-` � = \` • � "`�` � ~�` �. ; �: ., .,•; `,..� ,. -� ;: ; .. 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 •<=�": ± ' � \�` ' �``' ' . - " OT. MAXIMUM CROSS PITCH OF ALL OPERATIONS AT NO ADDITIONAL COST TO TO THE OWNER, _� ' \ j'� �t( \ � MINIMUM SLOPE OF ONE EIGHTH INCH (1/8 ) PER FO �ti ' ::=�� �% ��� _<`` ' _� : : ", _ ' \ �, � ...�� � z � �' : :F � . _ ,: ; SIDEWALKS IS 2%. . . ���� �. '�" � ` ��.__. � �' � I 12. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE , �� � ; __;�� ,--� '; `:; , �� , '� ti :\ ��'., , �� ��. , .._.. , ' ._.. POSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES 6 ABOVE BOTTOM START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATEQ THAT � ' � � ~�� \ `, �\� ` 5. ALL PRO ( ) ' \ � . _, � OF CURB UNLESS SHOWN OTHERWISE. THEY WILL NOT BE DISTURBED BY CONSTRUCTION. �� � �r' � P , � e�-�� ,~ �� �� �: 3.. .�� ; _... ,' f, �'�.. _ \ .., , � _.... , ,. , _..._ , , , ,,, . . . ; \ �, : � ,-__s : '�` \.. , � �,. . ���:: . � � . � � ��� ,�� � �,,` : �, + � . . `a �� � 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 ' � � ' " �' ` , , ; �.V . .� . 3 6. ... � _ �� ..� ; _...: , GRADE OF THE EXISTING PAVING WITH NEW. AS SLOPING PAVEMENT. IF STRUCTURE SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO . �i ' �\ ;; � ` : �: �' ; ' � � A ' � 3 ' � " _ ' . . ;, FACE OF CURB. � " " • . � „ . .-, �.���, �_ , � : __ „ . . fi : ' ,1 � \ � g Y .. 7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. � _ _" ` ' ' `''. a . �� '�,� ��� . _. ,; ; �`•\ .�` j .� �, ProjectTitle: . ITY LINE R STRUCTURES 14. ALL COMPACTED SOIL SHALL BE DE-COMPAGTED AND RESTORED IN ACCORDANCE WITH r,� , ���'° ,� ' ' ' ' � ��• CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTIL S 0 ' " � � , � _._a , , ; ; � _.� . ,, . .. ��. .. , �; { , ; ,. : � AL AUGUST 2010. REFER TO CHAPTER 5 RED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. NYS STORMWATER MANAGEMENT DESIGN MANU , ` �'� '.. ° ` ,' � x , �N��R � a� ` �'�� `i � YMCA S�te Plan � � � , r, A �: �. - .. . ;. , � __.` .._.< -, �''�;;� �� �. - - ?: . . , ,, ._ ,�• ;. , r, ...� ... ,�i, ,, �.� , _. ..�. 5.3. , P.5 21 AND 5 22 TABLE ' r� . , � , . , , , � � , :• • �� � Y ;�� � , , .._; $ � � � � � '���,;,� . , " , . . ..,: .; ..\ ,r . . ,� :.C,. . �,.� . `����.�;� , i. . .� �..,f�•�:� � � ,� � � . ... � , 39 LF 12 HDPE 2.23°0 ,_.: ,� , ».�,.� . ,,. r . ,::� � „�.S; t.� .. r��l _. �! �,.�. ',t ,j; � . i,',`� �ti . . r � .�...i :.. �.��:�.,. t ,'r a�;�,' � � . �+ .. . _._,-.. a,.,�: . ;'��', �', '�:'..'; ,j:.; , >..p r--"` � � � � . LOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING � ' `' ' . . ,ir "� `�'`, 't f�.1 .�. . ''; �` ._` � ;�� 8. J � .� �; . <..if �a, ��` 7^!'�`� tr`) .._.. �, ,6 t tr' ,� '�� \�� ..., . ,.!...,� : , � ? ., , , r...,��� :: t ,s,.,.�,� . . , ..��: �' f_a. ...� , � ;� 1 ,, , ; , � ,., . ,:. .... � �„ _�,4\ � �.�. .;` �..,,.,� ��., . :'�.,.t�._�.�. , � . r ` R NCRETE FLUSH WITH SMOOTH ` ` :� � :� �° - • ' M�d�f�Cat��n ION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A 15. NEW PAVEMENT TO MEET EXISTING ASPHALT 0 CO � � r;� :�� - ^ ' ° ;. �` '• ` _'� f`' � : �.�, �_. � , „> ,.' .,�, `,-, ; ' , „ � JURISDICT ,.. ,._..,.�.` ��;: ; �., ,, , , ..,, ; \ ,, , ,� SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. TRANSITION. NEW CURB TO MEET EXISTING CURB FLUSH ,:,�, ; � ; ; ��-� �" BLDG CONNECTION ; ' \~��. i'� � ` : .. � , t . r..... ', �a�' 2��:H . . �:>, .� : . ? : s I NV.: 309.00 ;f r , , � 36 LF 1 D�'� _ , F. a : ,.__ � _ .� >.._ ' � � �� 9. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING `. e ��- � `;,� `�` ., C����% ' � .� "�:'� `�,�� i i i ��� ''-_ � ,,� . � \ � VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. \ � � ` � � � � ; ,. ��, \` ��'� ;�\ � 290 West Avenue : , : . . , , . , � � . - :,•' � � NY 12866 f , . , : ,�, __.......... Sarat ri , , �.._ . _� .. � : , � HI °� ^ g P 9 ,..,: � ;. . . . . � �: . � ` ` . . : _ , , ; , ...:. , ���. � : ����, . . ; .: , ,. . � . � � ~� . ;. , � � . ;.. ., ., N TE . h_ , � . .. SANITARY SEWER 0 S . . . ; �„ TE . _;_ ,,....� . UTILITY NO S , .. _ . .._ _ � . � , , . , E . . _ . . _ _ ��. ., . . .�. �._�,_ .,, . 0 �: . : �, , . . ,,,�,,.. .� � ., , , � ,� . .� _ ,_ < � � , ��}� , N SERVICE LATERALS TO PROPERTY LINES SHALL �` ' ��<° i 3�2 s 1. PVC SANITARY SEWERS, FITTINGS A D � � � `` � \ .P.O. 1-800-962-7962 AND THE PROPER LOCAL ,.;..___ : , :, � _., , �, ' , ;��,o __,_.__..,__..__ .�` i 1. THE CONTRACTOR SHALL CONTACT U.F \� „ ( } ...__. ` _. . ....., -3„ n._-�,-•-,��._,. " :. E ,: , , ,.y ; , _< �;-'. ,.. ADD�IOIV T�E ISTING .�'" . CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF � ~ \ __ NFIRM THE ., . : ; , : I ; ,r 3�� � ._..:�....., AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CO , ,. ;_ , .�{�� ' E��� ,� � � �� . .�: . , <- � ._ ; _.._. ; , _... , �.. . , ;:� ; ; • :__ < . :��: � ._.. ;, . ,__ ` t�' �ft �T TOGA COUNTY SEWER DISTRICT#1 STANDARDS. .. . . � . ,,,..,. , �...., , : ,' : ,� _..__....__.__.....__.__..__. : •� , .. .3.� INFkLTRATION C�iAMBER-SY � : �:%:f.,r : ''�`;< LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.ANY COSTS INCURRED SARATOGA SPRINGS AND SARA , C-4 � � » ,� ,; - �.: ; �. r� •�� � F �' _, . : ' ° ,: �s ` , - : ; ;, :,' • ;: ;\,,' _..._ ��.: :.,,R. ..S OF 10 CHAMBERS ..<� .,._ ,��., "��'�-:�s� r" A T THE PROPER AUTHORITIES SHALL ,�, ; .,_ : ,_ .,.;t. : ; ,<._ . �` ' __ �,, T NT C " E T FAI LU RE 0 CO .... :-:................. .. Y THE NTRACTOR DU 0 - ...._._, - .....__ B CO ...: .,. �... ; , .� __ �_�_.�.___................:...._.....,_ _ : � , � .:, � _.. ._.....:`��. ` � °tvt �;�' � ,�. _.� . : , � ,.,_. � ,. .,: �.,��.._.......:. ...... v�..,_ . ... � _..__..__...::: �' r'`� � � - - - : ..: ,.:.... , ; � � NDARD SPECIFICATIONS � � , . ...= F FITTINGS SHALL CONFORM TO THE STA :;........, . _ _..; �,... .� ._�_,__.._....�..�� : .... .._ ._. _ 'N� N : 306.90 °.�: c�, ""r,s' . �� 2. ALL SEWER PIPING AND , ,��., ,,� , , .. _.�:._._ : . _. ,_._ .. .,..:_: ..::: .: ,....... W. ..��_.:.. ..:._:�. _.._ _.,_ ; ._ ��.._� � ..0 BECOME THE RESPONSIBILITY OF THE CONTRACTOR. ,.,, f . ,. ���:... ... ._.., .... TM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE - ; ` ��' �; " ' ` ;, �:\ C? r.�,. ' FOR PVC PIPE,AS .: � •- .�. : ; ,�.: ; , � OIWVECT TO �t� ,., �� fia ,,� 6 ` `� . � � _<:: _;. � � _ ...;�.'.., �,__ ,, �.0 , : LA IFI ATION SDR-26 WITH SINGLE GASKET - -.- r " � ; �. , ; ; „ . ::: _.: �, ._:�, DIMENSIONS AND TOLERANCES OF C SS C ; , �.-._� . ;, � ::`. , C{�NTEGH:�S-4 , �: , EX TING 12 STUB :. . - ,.:.: _ � == ` �:� c� �:-s� P DRAWIN FOR ALL WATER MAINS AND APPURTENANCES TO � ���. <� 2. SUBMIT APPROVED SHO GS � �,: ., - �.. 4. .€. :, ; � ;.._....�:_:� : � , . . . ., t ,, ,. ;. , . . .,. ,,., , �, 3 . :,�. .. . ., . ' . .: ;._,.. , _._::: __. ;. �, , _... ��, i,.4� � ��� . ..::: � , � �: , . ., , .� � ,, � , .� .........:::...........� _ c �,, .. . ,.. , ; . . _ r ._.., ..:. � `, m � : .. - : , , , . . . ,. �.,,. }` . . , , EPAF�ATOR: . ; : :.:.::..:::.:... :. _,. ......._.._ PUSH-ON JOINTS. : �..... HYDROD NPcMI�C S ; , , INV.. 07.95 _.._ � e ;: . ;, e ,,;„ , ,. , � ; , . ; . .. ,. ,; s ,, . , , . . ,.. , ,. . � , , , .. � r.... __ __._:._...... �' ..., �,� ENGWEER PRIOR TO CONSTRUCTION, . ., ..; , , , , � �...., .. , , , . , .:. ,,. ...., ,. . : ... .. , r �'� � C? THE CITY . � ._. .......__�......�. , . ,r , . � ,� , , . , . , .,. �. ,, � r , , � . � ,., , E � ,., ,; i r �,, , �, , , ,, , . � u ,: ,.. .._..., + „ ; . ,,F ,_.;-, ,. , ,, , ,, . , „ ,, . � . . .. .. , ,�' , . , . , ;, . , , , ., � .: < � , , . � ,., ,: � ..: „ n , .d>, .�. , ., �.r ... .. ��.; �, ,-. � s, .� 4 :.A .���.,.., ,�,�: , t.,. .r�,. .. ..- . " ...,. � . .. 7\ ,. , , , a . , f .,,. ,. . ,, , �, ,,; , . . , . _,. � � � ,. , , , , :,, . � x ,F ` -' RIM:31.1.4�, , ; . ,; � � � ,_� , , i , . , ,. ,:. ; � , ,� ,, , . , � . .� , , t . � . ` ti � � �. ., .,. , , � , �.t R, . . , . I ,. ; t ' � � � � ,... , _. , � �. - : ; ,.:. ,. � . i , , �.,; �,..r.�„ „«..�;..��. ��.., �;�.. ., .. r� : t,,. � .,.�. . . . . .. .... .. . ....::.. , ,;, . .. .. � .� ��;�.. ��-:,� .: : ....... �..�:�.:� .:._. : . .. .._... . �'�•: . ...:..:..._,._, ?' g��� �J . .. ��. . .r . . :.4..: ��....:�.. �� ... .�. ... ....� . ,( .,', t 1.:..B� '. Y��tr.....:.. .....��; ,., �. .... � �.".�.,.:..�� � .. ; . . . .11.' . . . . . �'.� . . . .. . . . , \� �. ; .� ,....� ..,, . . ...,..,.. . ..,.., . � .�t: � � < : n. e, ,,, , „� . , , , �,, , ,, , �., , , , . �, .. .. : , < < :.. . � : _.. �A L -: MI T AND ., . � „ , ,�, ,, AL ED SHALL BE SUB TTED 0 . , , ,, , ; � :,_.. , INF RMATION AND SHOP DRAWINGS FOR MATERI S US .. \, � „ , 12 IN�/. IN.,308.13:. � 3. 0 , ��, ,,, _ . P : ,: r ; . _, , , . , � � , . ., _.. . . .. :_ � : ; R VEDBYTHE SARATOGACOUNTY .... ........... .�:, , . , ���.o. . .,, .r.�_,. ,4 �.,. ,_ �.,�,<, ,,�. . . .. _, , ,..:- _ ,..,n .... . .. , � �_,_ T_ . , ° R 3. SEWER CONNECTION SHALL BE REVIEWED AND APP 0 ' , , r .,. . �a , „- . , ,, ; ;�.�:; � �� , :� _ � : ,_ fi.----,r_ � �`��: OF , �O� a_� ..... , , . . ,, .; ,, , _ `-.....: _ „ ,. �. ..<. --- =�:�===.:....._.. ,.. E�S G NEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF _, , : , � , < ; . :1�; ; .:; ,.�.� APPROVED BY THE DESIGN EN I r ,,. .: ; ,, _ :.12 I�1�1..OU'� 308 ,� � �----=r--- �- "' _ --T--��-_-_�-----�====-i=�.. :_� }, : �----�- T---T--� _ �--_y , --=, SEWER DISTRICT#1 PRIOR TO CONSTRUCTION. : , '� u �� � ,.; ' � �, :�. --- - _-- � . >, - - � .: _ ,, ;, . ` ; , _....._._...._..__.._..,___ ` ` - --- --- --- -= ----- RIAL . BMIT COPIES OF APPROVED SHOP DRAWINGS TO SARATOGA - ..� � � - SAID MATE S SU :.�::::::::::::- .::,. . � � , , �. . t�. -:: ; � , ,,.,.,__. _. _ ___ � =.=------- --�� �� -- y`� .___ _ ,.._ ,. ,;; .< _ __..._._. � -- --- , ..._,._._ - �„ ,. ; � �_. �� , _� - -- - � , _��-.::_ �. .... , _. . ; »., .� I :. ; _ ,.. ,., ` �.: �_.�:::�:�_�:_..__�__ __ ..__ � _._.._..__._....,._�::,�::_...... . COUNTY SEWER DISTRICT#1. �, ; ;�„. . , .. ' ;, ._,.___::� ,.. �� --�._ ...; � . _�` T \. 'L`\ 4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE ��� � , : � � , � , � _. , .'�`.:'� ���..: ' . '. ' i ' ' t : , . . . i . _,... ;-..�..: ...., :i :.o..,,� ....� : .. ....... . � . . . _'�.. �- : . �, . .. ,. a:�::..,;: , 1,.,..c:i,:. . �. ...^ . .. . .;:)::. - . � _ ;'X . ..,..:;;.�.:.::.:.:.:::.::..�.... ... ^� .._.,: . � `..: ', .:Y: ..... �>, '- .,. ; af : �`;. �\ ,_....:,� ;' �� ; ,i:... . O21OL7 ._:: ,.:.; ,,, . , .;., a, � ,.. �.: �, ,..� • • Pro�ect No.: 2 ICTION IN ACCORDANCE WITH THEIR RESPECTIVE _ . . ,.. . .. ______._._......._ _.... . _ , :.. ...1,z_..._.,........ . . ...... <._,. , ; F_,: ,.:. � ,� 1 AUTHORITY HAVING JURISD �_.. -.z. .. . :: � _,: �. _, ..�,.. . . ;� � :.:_:_.:�:...____ �:. � _. _. . . _ �..... ........ ........a .._ .._... .....: : ;, .. ,;.,� __,._;__.,__. �. , . � i� .. _.._ .....__. _... . . . . �. . . . > . . : _. :: � : � _.._._�_.._:._.. ,�... .:::.:::.::..:.' ; � ,:, , RAT A ..... . .. .._..___.........._....____......._\. . , . , . .. .. � . . .: .. . . . �,._ f . � .� FIELD AD TMENTS SHALL BE APPROVED BY THE LA GROUP AND THE SA OG , .�.w . , � .. : , ._ > . �. > ; . � , ` � 4. JUS � . . , . , . , .,. _... l r� � . . . . . .. __: . . . ., _.... , . . ... ... .. .. . . _ ,. -. . : >. . ._.__. , , . .. . . , .. . . _.. _. . . , ,. , _...__ _. � . .- RE IREMENTS. . .. . . . . , . . . ; .. _ . _: •�_ -�.:.. :__ _ Desi n: MCB QU �_-_;.::_:..._.._::: .... . . .: .. � _. . . . , . . , : . . . , > ,.:� �' _+; :.:�__:__;_.._ !..:;_::,.._:,:�..;._._::�_.a::__.::_.._... .` _ . , > . . . . � , .. . .....:_;._____.._..........................;.._._............... �....._....,._�.__., ..v____,_.._..._. � ,_; � 9 : ..................... . ...:.::: �._.. ,_... _.__.._.......> . . :, , , ,. , , r ,_� � _......__,_ ,„.:....z.<. _ _.._, . ���. .. P IOR TO INSTALLATIONS. � .z:�....::.,� .. ..:................ ... ........ COUNTY SEWER DISTRICT#1, R ,_ : .. � :.:_... .,._,_,,, : ,., ,.; . , . � , a�:r:::_.._._.. �: � '� ° ... , ,� ._,.._..__.�_. ,. .� . _: ,_......__.,. , . ;.,a > �.. i � � ,. �� , � ,>,., . . �. ,.,. ,A.. ,. __. .._. - .,: _ . _._..,....... _.._._, �, Drawn: �:��.;�r__::-� � MCB _ � , -_ :::,:_.__:_::_._..,. _._ CML Ch'k'd .. a,.., :.:;.tF i : . . . . .. . . � _.�.,::�:.-�,F_a:::.__:... � . ._...._..._ ... ,.-�- .�:i : ..� . :�.,�, � ,.. : : . .' : � : ..,.._.a. � �� � . �,v�. :.:^. . : �.. r � ' .r:.^ : � ' .r . : :,..`^?.:_..:,, ..a {..._ ..__..____.__.._ .�...._ :r. � :> . - ':' . � �:. ;3 �: i `t \ ...,._�3 �` . a :.: a . : :. . ... . ; :. �_ - ._..�.. _:�- � .�� -. :�.. . . , � .� �....... . : u S ._.._. . .... � ... RIFIED BASED ON FINAL .. :. .... „ . .f _..._. . ; •��;_.a�,�.....::.::::......:..._. ��_, _._... 5. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VE � . � . �,:.�,\ , . . . _..._. - .. , : > , . . ____ ..:�. ; . ;�. . . . . . ..-. .. �... ... '. ' . .�.. � ; iF F�....._r::�:�erF_;�;_...: �:::_:^\:_:'` � _ O� , ;.,..: � : \ . ..���. ,.�.�. ; . Y. � .; .; �. ,:.�'.� . . '.. `,�`" Y..: _ .,...A�;,_�A. ;.�\ . ..._.. �,,.� . , r ;: : ., , __. ��:. Date: 6/16/2022 Scale: 1" 3 HALL N T EXCEED 100 GALLONS PER INCH OF PIPE 1 „ :,, . .. .. :. , ; < , ; . , . ... :.: ,. � ::..a: ; , r ... _ ��. :_ �>, ; .. _____.._..___.._..._ 5. LEAKAGE OUTWARD OR INWARD S 0 .�,__r. . ,_ .. R .. . �. �_ , .., , � . ., .. : NFt RATION. , i^ _, ,. , . ... _,. �: : �_ .... BUILDING FOOTPRINT CO GU ;. , � : ..:. , : ; ::�. .. ,.. : . _ , ; ,. . , .:�:-,:����:._...�..__ ._;�;.......,_.;:: ._....._ � { ; � , � �\: :: x _..�...__..:����._:_::.�.._.... : .�-• : ; .r . :�" :- \ : AY FOR ANY SECTION OF THE SYSTEM, LEAKAGE TEST SHALL , ,�; __. ' '`�'` ' � � DIAMETER PER MILE PER D �" ..._ . ..:.....::.:.._ , .-_. . . �.: . �' . :. �..-. ;. . :� � � ',�'�.�' .�l''} . �.�..r�"v' � ...r \� �, �..........1......_.,,f,. T�_,...;.,,,!:.:::::�::::s::,a.,..,._..._..:�•.�... � P r ..+.... `. ; � '�, i \: ;.. , ; �.: .�.:. . . . . ; ,... . f.'.'. � ,: . � . " ,. ...: ......... _, t ........� � \ �� , : . : ,. �_ .., cri tion: Date: HEAD OF 2 FEET AND SHALL BE IN .� ; '`�.=' - , .: : ,< , ,,� , ,.:,- , .- _ ._.._ ..�...�.:.. � Rev: Des TALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY LOCAL BE PERFORMED WITH A MINIMUM POSITIVE , �, . ... _._. ,,, _ , P 6. ALL UTILITY INS , �: � � � '� _-� ; �; �, ,._ >. . . . . __ __ , � : `__�_ MUNICIPAL AND BUILDING CODE REQUIREMENTS. ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT#1 STANDARDS. ����" � '' ' `�' ' `� �`' � 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 LEG EN 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 � 4 �; LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS(WALLS, FENCE, FOOTINGS, TREE ` ' � � ��, 320 PROPOSED CONTOUR LINE , . °' �� = EX. STORM SEWER LINE , ,, r � �_ � _., �� 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 .. . . y" 30 0 10 20 30 DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY ST PROPOSED STORM LINE THE CONTRACTOR. � EX. SEWER MANHOLE SAN PROPOSED STORM LINE Drawing Title EX. FIRE HYDRANT Scale: 1"=30' �� Grading Drainage, 8. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. CONCRETE CURB � 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 oa rd # 2 022 0612 STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF _ POROUS PAVEMENT APPROVAL: CONSTRUCTION. APPROVED UNDER AUTHORITY OF A RESOLUT ED BY THE DrawingNo. CONCRETE PLANNING BOARD OF THE CITY 0 SA T SPRINGS. ,�� � �� � � � � �� � 4 , � �o 'L� ZZ--- AIRPERSON � �� � � "� '�� � i r� � � � .� j" { l 4 f } �Y g• . .; 19 , , „ tU. ,t , . � ��m,. . � � . � � ._. . � DATE SIGNED �`r � � � � � 8'MIN. CONCRETE CONCRETE WASHOUT SIGN 0 ��i �\ v V �f� NOTE: fI��1 � � �J EXPANSION JOINTS SPACED PROVIDE CLEAN SQUARE WASHOUT STAPLES (2 PER BALE) WOOD OR METAL v\J 1 �`J�" - r � �J `Jv O FINISH GRADE ALONG CURB 10'O.C, MAX. CORNER WHERE BITUMINOUS STRAW BALE STAKES(2 PER BALE) � ���J�--� �/lJI � � �J WALK ABUTS CURB 6�� 1/2"RADIUS � 0 � � � � � � � `J� UU � 6 1/4" RADIUS FINISH GRADE; BITUMINOUS _ 10 MIL O (� p � I � '�'� OR LAWN, SEE PLANS � P�ST►� _ Th e LA G RQU P LINING � ` � �`� � PAVEMENT ° e � � � 0 o N . , � �� � \ � ,. v v � - n. `� Landscape Architecture� Engineering P.C. � �. FINISH GRADE Peop�e.Purpose.P�ace. _. A' � �, p � � :. - � �, '�V ��t z � � , � � � ° ' � � `�� 40 Long Alley p: 518-587-8100 0 o NOTES: ; DRIP EDGE � � � � ° e CAST-IN-PLACE � 4,000 PSI Z IN PLACE >; � . V < � - „ ., \ \.\ og�o. � v a � . o�o. . CONCRETE CURB SEE . a £ v ,� - - 87-0180 � - 1. WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS AND AS �' .•'_: � ;� ,: ' ':�, � ,�,. � ° oo �� ° � CONCRETE _ „ ,' ST RETE CURB 1 g f 51 00 0 0 ': , : , ;; .'. :` I�IY 12866 pr www.th81 group.com ; A 'n s � � o o ' cD . � � z DIRECTED BY THE QUALIFIED INSPECTOR. . �� ORAGE POLYETHY�ENE ` \,� °° � a ��, $° o ° SPECIFICATION �� `' = a .. : . 2. LOCATE 100'FROM STORM DRAWS, OPEN DITCHES,WETLANDS,STREAMS AND k ` ' ' ° WARNING FENCE GRAVEL � � u� ° �� . - � , � : ,. , ,. o � OTHER SURFACE WATERS. '� : o 0 0 . ..o: ° '�'O �� 8 ° _ ` °' �-'� � Unauthorized alteration or addition to this -\-. � o � ,�-�, � COMPACTED TO : z ' O c� , . ' COMPACTED � , .. ...�. .. , ,: ` ` °' ° " , ,; � , . document is a violation of Section 7209 of the ,�: 3. PRE-FABRICATED STRUCTURES MAY BE USED IF APPROVED BY QUALIFIED : •:: , , .'��'. : ,.. . ,,:':., :. .: : , ,, • : � ' � - $ o � '. .Fn.=�•�.1.<;� , �``�'"�' � � �� �� ;95/o STANDARD , ' ENT "� \ � � ' ��' �' New York State Education Law. INSPECTOR. �� �`': " . � ` �,,,�. OF PER � o �� <$ PROCTOR VET BA WATERPRO MAN � �, �' GRA SE _ : . � `� - - ,� NYSDO SECT. 304, � 0 � � � 4. CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID&CONCRETE GENERATED BY Q � ' ��, �, "' � . :� ,_ °.�. SIGN READING. TREE � �, � • � �.��� � `\\�� PROTECTION AREA" `, .\. `; .,. TYPE 2 WASHOUT OPERATIONS ,�, �. \ m the�A Group�021 5. INSPECT DAILY FOR SIGNS OF DAMAGE OR LEAKS& IMMEDIATELY MAKE f ; � � ;: �� � : SUBGRADE COMPACTED 6" 6" 6" 10 MIL PLASTIC LINING NECESSARY REPAIRS. �;. �\ �` , - METAL POST FULL CURB AT LAWN TO 90%STANDARD FLUSH CURB IN PAVING 6. CLEAN,OR CONSTRUCT NEW FACILITY WHEN WASHOUT BECOMES 75% FULL. _ Prepared for. � t'` PROCTOR STRAWBALES STAKED INTO GROUND REPLACE PLASTIC LWER WITH EACH CLEANING. � �� Sa rato a Re i o n a I 7. WHEN FACILITIES ARE NO LONGER NEEDED, REMOVE HARDENED CONCRETE, ; 6 CONCRETE CU RB � � SLURRY&WASHOUT MATERIALS&LEGALLY DISPOSE OF OFF SITE OR RECYCLE. �- �- , ;< < . :-. H SCALE: NTS YM CA TREE PROTECTION DETAI L � � Z 290 West Avenue CONCRETE WASHOUT � JOINTSEALANTPERSPEC. � w � SAWCUTJOINTWHERE Sarato ga S prin gs, NY 12866 1 SCALE NTS S C A L E N T S � � S H O W N O N P L A N S NOTES: 6 x 6-W6.0 x W6.0 WELDED TOP COURSE- NYSDOT ITEM 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, ..� •- "�;,: WIRE FABRIC WITH 12" MIN. ," 6 x 6-W6.0 x W6.0 WELDED � CONSTRUCTION SPECIFICATIONS: DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC - " LAP SPLICES&3" BOTTOM '` WIRE FABRIC WITH 12" MIN. 402.098302-9.5F3 H.M.A., 80 - . - •:. _ , :,. 5. ALL SURFACE WATER FLOWING OR DNERTED TOWARD SERIES COMPACTION VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ' CLEARANCE � LAP SPLICES&3" BOTTOM 1. STONE SIZE-USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY �' ��� ' �" 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 � , . , :; 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. EXPANSION JOINT CONTROL JOINT 4. WIDTH-TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. = w ``` �' \, �. BINDER COURSE-NYSDOT ITEM o � � 3;�.\,; 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA a � � ��1 . �';�,�� 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 � � = SERIES COMPACTION PG 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 w m 11J �-�° �� ' �'! SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE � � � 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 �� `�`'����`�`�� ` ENTIRE PERIMETER OF CONCRETE PROVIDED AFTER EACH RAIN EVENT. COMMENCING PAVING OPERATIONS. ��\�\�\�\�� ��\��\�\ 5. BINDER TO BE PLACED IN 2-2"LIFTS WITH TACK COAT BETWEEN PAVEMENT. EDGE OF EXISTING ��,�������� � • �� COMPACTED GRAVEL- � �`�`� NYSDOT7YPE2 (SECT. CONCRETE PVMT. EXPANSION/SCORE JOINT ROADWAY � �������������\�� \\ , \\ ,,� \\\\ 950�o PAVEMENT TOP BINDER GRAVEL ,.: � � � � � 304) OMPA TED T . :; � � � � -� � TYPE COURSE COURSE COURSE ,' = \ STANDARD PROCTOR SCALE NTS :: � _° \�\ \� ����\�\ . _ ',: ., ,:_ :` : ., ����\ �\� �;. � ���\ PARKING �� �� '' ; ; , ;: `. . , ;::: � � �;�: ~:. � � �. 1 1/2 2 10 \ , � LOT PROPOSED PAVING EXISTING PAVING TO REMA ,, . ,�; . , SUBGRADE-COMPACTED TO _ ; , , , , .m ,` o ; - � . `' ;�' 90%STANDARD PROCTOR = � .� ,.,. - ' WALKS �„ 2„ $„ PR(JPOSED TOP COURSE 12�� KEYED PAVEMENT TO BE FLUSH WITH EXISTING , , .. :.., PAVEMENT T REMAIN . . . , ,Q� " y „ � : ; � � PROPOSE COURSE / - 1 1/2"MINIMUM DEEP KEY INTO EXISTING PAVEMENT ASPHALT PAVEMENT DBINDER G TACK COAT TO BE APPLIED TO EXISTING PAVEMENT �'� ' �1 V sca�E: rvTs / /. /. BEFORE OVERLAY / / j// // //. / . 4"CONCRETE PAVING WITH BROOM FINISH PERPENDICULAR TO PATH OF � ` � , :: , TRAVEL SEE SPECIFICATIONS BELOW. ., t i 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 , ,i � r i; , � r; ���� A , � ,�,, � � ` ; OVER COMPACTED SUBGRADE E X P A N S I O N J O I N T.S E E D E T A I L ' , ' `� � � �` '''• THIS DETAIL IS FOR NEW r, .�,. , , r , � STABILIZED CONSTRUCTION ENTRANCE 6"x6" N0. 6/6WOVENWIREMESH � ���������� �, ��� � �� � � � COMPACTEDSUBGRADE BITUMINOUSPAVEMENT WITH 12"LAP SPLICE AND 2"BOTTOM ADJACENT TO EXISTING 2 : N - BITUMINOUS PAVEMENT TO __ `� -------------�----------�--`�--- -- - CLEARANCE EXCEPT A.O.B.E. REMAIN. SCALE: NTS . :� � , MqX, 2 � -� \ � �` _, 6"GRANULAR SUBBASE COURSE NYS ' '` PAVE M E N T KEY � � � � DOT SECT 304,TYPE 4 COMPACTED 1 O SCALE: NTS ,- ,= . , ,. . � TO 95/o STANDARD PROCTOR. .� .� .� �. .� � � , SUBGRADE COMPACTED TO 90%STD. �. .� .� .� v. �. .v PROCTOR. -: ;:; �c�� �NOFF NOTE: " g� ��� 1. SILT SACK SHALL BE MAINTAINED&REMOVED ONLY AFTER � � � J' � � J' � �' �' � ' �-P� ACCEPTANCE OF ROADWAY.SILT SACK SHALL BE CLEANED � � � � � � � � � � .� TYPE 1 : PEDESTRIAN TRAFFIC LOADING , � , PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY ' " WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS � � � � � � � � � � � � SAWCUT CONTROL JOINT; SEE DETAIL , r ,' `',' ,'; -::.:.� , � __ ''° ProjectTitle: ;, ,,, SHA�L BE CLEANED OF DEBRIS AND SEDIMENT. ;:; . , ,, � ,;<; -:.. �... � � � � � � � � � � � � � � , � - ,:: 6"CONCRETE PAVING WITH BROOM � 2. GRATE SILT SACK SHALL ONLY BE USED FOR IN-PAVEMENT YM CA S i te P I a n �' `� �' � �' � � � � � � � � � � FINISH PERPENDICULAR TO PATH OF ' ;� '�F ` �; ' ' ` ' � STRUCTURES ONLY DURING AND AFTER INSTALLATION OF , � � ,F �� , ; TRAVEL. SEE SPECIFICATIONS BELOW. ��' '�+ �� " � � :'� k . . ':�`�>�> PAVEMENT. S�p1MEN� O�F USESILTSACKUNDERGRATETO Modification EXPANSION JOINT. SEE DETAIL `PpENFtUN 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) � � -_____--._---�_____�,____________ ____° CLEARANCE EXCEPT A.O,B.E. ; 290 West Avenue INLET PROTECTION Saratoga Springs, NY 12866 6"GRANULAR SUBBASE COURSE NYS 11 � ` �� DOT SECT 304,TYPE 4 COMPACTED SCALE: NTS NOTES: TO 95%STANDARD PROCTOR. � �, _. �_ ,_ _. . 8 MAX. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S SUBGRADE COMPACTED TO 90% STD. CENTER ON POSTS 4�-5�� -_•°"""m`" ,. REPRESENTATIVE PRIOR TO INITIATING WORK. PROCTOR. irvTER�oCK�NG FEtvcE PntvE�.a�s°x s°SLATS, CENTER ON POSTS ��r� �a � 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. n'P� r�`� �` � �, � 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. PY�u+Mi�cAP,r�'P. �j`� �"� � �` Y� 1.5"X 5.5"TOP RAIL,TYP. 4'-Q° +��3�� :;' `, � � 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. TYPE Z: VEHICLE TRAFFIC LOADING ���� �:a � ' {. `ti � � t +.`, ,?x C[ TEMPORARY STOCKPILE � � ��� � - ��� � � � : �� � ���� �� �� �' NOTES: ��� t� � ;� ,w � � � , ��" t G'� i C. 1 p f� 4) 4 , tp I 3 1. EXPANSION JOINT SPACING-20'-25'O.C. FH. � ', { � �; " ' '�t'� , ` p� " �9�„ �s �"' ��� � .,, ,; ,,, , �� ,. � ; � ✓ � SCALE: NTS 2. CONTROL JOINT SPACING- 5'O.C. ��`: . . , ,° r�� Ogi339 �,�'. 3. NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX. SLOPE 1:50 TYP.)TOWARDS STREET OR A.O.B.E. ��'��jN��51��P�'. 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: rvtCB DRIVEN MIN. 16"INTO GROUND 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. � Drawn: CM� Ch'k'd: MCB �� �� � 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. z 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. Date: 6/16/2022 Scale: N.T.S. w w FILTER FABRIC - � "F P T .......... .. ................................................:............. ❑ > W :�::::::�:�::�:�:. ........................................................................... 5�,X 5 RAME/ OS S TYP. ....................................................................................... O o ° 0 GENERAL DESIGN CRITERIA FOR C N TR TIN SIDEWALKS WITHIN ARAT A NTY RI HT F WAY WITHIN ARAT A PRIN Rev: Descri tion: Date: � m Q ' N 0 S UC G S OG COU G 0 S S OG S GS: P _ (7 Q � t0 e (� .'. 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PL N M ST BE APPROVED BY THE CO NTY . � � A S U U COMM � J . FINISH GRADE O FLOW H - F P BLI W . .� 0 U C ORKS J - W _ 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8' MIN. FROM THE DGE OF SHOULDER. � � � ) E m U .... .... .. .. .... ..... ....:::.�.�.�: ::::.�..�.�.�:::..•.•.•.•::::.•.•.�.•.•::::..�.�.•:. :.�.•.•.•.::::. ........ . ....��.. :::.�.�.•:. .•...•.::::.�.• : .. . ............................. w _ , _ �..�.:�...�.�.�::::.•..•.•.•::::.•.�.�.�.:::.�. .�:�:�::�:�:::.:.:.:. .•:.:•':•:•:�:�.': ::•::.........:...:..... :.....::::.•.�.. 3. IDEWALK M T BE N TR T T T INT RF - �..::::.�..�. > � = z . S S US CO S UC ED SO AS NO 0 E ERE WITH DRAINAGE. ' ,. ......... ..... ............. .. . ..... .,: -- -. _.. . ....... . . . _,. _ ....... ..... .......... . ..... ..... O m `o - Z _ .... . ......... _ . .......... � ;4 •:.•.•.•.•.• •:.•.•..�.�::::.•.•.�..•:..:...:::::.��.. :•.:..•.•.•.•::.�.• ......... Q - ;.. _ _ ...... ... ........... . . .. . .. ..... ........ _ T CHANNEL ;:; .. ................ .. . ... _ � , . :.:.: ' •.•.•.•:.•.•.•...::::...�.��:: :. :::... ::: ::::•:... .. .. . .�::::.•.•.. N tL � �,;,', . � , ;;� , �;; .5"X 5.5",METAL R INFORCEMEN --. ,,.. -�--'- ��������������������������� � �� � ����������� � �������` = CITY OF SARATOGA SPRINGS CONSTRUCTION SPECIFICATIONS :t; ' . .� ,' " ' = INCLUDED IN BOTTOM RAIL,TYP. ,_ - __ � ,s = q 'w 4,�� p i _.. .. ...... . ....... , .... . ............. .. .... ..... .. .. ... ....... t � .. . ................ ..... . .... ';;� �. ...... ...... .. ..... . .. ... ,. ... . .. .. .. . . .... "'4 ` �' = UNDI5TURBED SUBGRADE,TYP. � � � � 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF � • � ' ` � ' ` ��o�S1 F�,O� EMBED FILTER CLOTH WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD.ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT � �� 15"RJ 3,000 PSI CONCRETE FOOTING SLOPE TOP MIN.6 INTO GROUND SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS.PLANT BATCH TICKETS SHALL BE PROVIDED UPQN REQUEST BY THE CITY ENGINEER. IF'APPROVED EQUAL'MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAWED FROM THE CITY ENGINEER. X` k, „ �"IFT.ON ALL POSTS,TYP. a '' ` NOTE:ALL COMPONENTS �rawing Title ` FILTER FABRIC; FASTENED SECURELY SUBMITTALS FOR'APPROVED EQUAL'MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE(3)PREVIOUS JOBS. � -� PVC PERSPECTIVE VIEW TO FENCE POSTS W/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 R E 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.�. 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 Boa rd # 2 0�2 0612 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 EITHER FILTER X, MIRAFI 100X,STABILINKA T140N, OR APPROVED EQUIVALENT. SUPERPLASTICIZER IS APPROX. 2-3 INCHES. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 4. ALL SIDEWALKS CONSTRUCTED FROM NOV. 1-APR.30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ;; AppROVAL: DrawinglVo. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. ITEMS 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. : 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 RESOLU 6�°TED BY THE 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. 6. ANY CIARIFICATIONS, REVISIONS,OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL BY THE CITY ENGINEER. . , PLANNING BOARD OF THE CITY SA A A SPRINGS. �o � � o Zo ZZ� Q�t C� HAIRPERSON C-`T'.O SILT FENCE CONCRETE PAVEMENT '';� 4 7 SCALE: NTS / SCALE: NTS DATE SIGN D ' INSTALLATION REQUIREMENTS: LETTER APPROX. SIZE M.U.T.C.D. 1. ASPHALT SHALL BE IMMEDIATELY ROLLED WITH A TEXT OF SIGN N0. HEAVY DUTY NOTES: � sizE TMPE p� ALUMINUM SIGN ' • TREE SHALL BEAR SAME RELATIONSHIP TO FINISH TWO-AXLE TANDEM ROLLER(VIBRATORY NOT � � ` � GRADE AS IN THE NURSERY. ALLOWED)WITH A GROSS MASS BETWEEN 8 TO 12 � �:;� SEE 30"x30" R1-1C � • 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. -' � � � PAVEMENT SURFACE ``�� � RETAINING NORMAL SHAPE OF TREE. NEVER CUT A Th e LA G ROU P MINIMUM COMPACTIVE EFFORT OF 250 POUNDS PER -�— 1-3/4"SQUARE GALV.STEEL �� , � > A' COURSE PG 76-22P OR �� � � � � j ,�. ' .. LEADER. FINISHED APPROVED EQUAL SQUARE INCH OF WIDTH OF THE DRIVE ROLL. PosT.PAwT oNE PR�ME,4rv� \ `��\� � `�; t� ;. GRADE ROLLING SHALL OCCUR WHEN MIX TEMPERATURE IS TWO FIN15H COATS BLACK j ��� � \��� ,� . • S . Landscape Arch�tecture&Engineering P.C. ,.�„ ; AS FOLLOWS: � �� _ LOCATE SIGN MARWE ENAMEL �� � �;� �';��� � ATTACH E8" GALV.STEE CABLETO STAKE. Peo�n�e.Pur pose.P�ace. '�;�..;,::�.�...'.,,.. �.�::;;:: �.;�t�?:,��c=.. <�, a�.; SEE 12 x18 P4 6C 2-6 OFF EDGE MIRAFI 160N i�:��.'�' �� �� �,2;u� ,�', � � a�-,��:'��,?>���;,,.:"�,�',,, ��:,`�: 1.1. BREAKDOWN ROLLING: 275 TO 325°F B = :. �; s. ��.. ,>. ��,�_ � M.U.T.C.D. 3.00 S.F. a .��.< f— 2°SQUARE GAi.v.sTEE�s�Gtv � �\` � NOTCH STAKE TO RECEIVE CABLE. ENCASE FILTER FABRIC � � • " ""'� ��' 200oF � � OF CURB OR � , \`; � BER 0 Long Alley p: 518-587-8100 � • • • Z� POST STOCK SLEEVE TO �. � � ; t ON SIDES FOR �..._,' \ '�,_._� ` ;� \ �� , : E AVER WALK MATCH POST i. � Saratoga Springs f 518-587-0180 1 2 INTERMEDIATE ROLLING� 180 TO , � WIRE AROUND TRUNK IN REINFORCED RUB SEPARATION } , � � 2"CHOKER 2, T MPERATURE OF ASPHALT MIX A THE P . ALL www e o com �, ,' i � �.,_�;� COURSE:No. �� ,# HOSE ABOVE FIRST BRANCH SECUR NY 12866 th lagr up. ` � \ �; �` � f t � �` ; � 57 STONE SHALL BE BETWEEN 275 TO 325°F.T -. ,�.����� _ ENDS OF CABLE WITH GALV. CLAMPS E � � �� `' 'mm` ��`r '��? `�Tr ;��'1 �m `���1 3. ASPHALT SHALL BE PLACED IN A SINGLE LIFT. FwisH�Ra�E(�,awN oR �° �� ��m�� _... �,�_. �.._ L� _ _ ;_.:� ,_ ;� �_j 4 C ra r -� � � *�.:: '= 4"GALV.TURNBUCKLE EA. CABLE � � i �`��"� NO TRAFFIC SHALL BE PERMITTED ON THE ► �� „ „ PAVEMENT) - > �. ; � : : . ;..__'' ,___\ �..�: ,,..._. ��__., ,....., �..\' ,.-_._, t___.' , ' r 4 12 X 18 P-1 1 ... ,�� _ , ? "� � ` " Unautharized alteration or addition to this \ � .�. + 1 `: \ , � ; � , PAVEMENT FOR 48 HOURS OR UNTIL THE ENTIRE ° � f � 3"0 x 8'CEDAR STAKES, 3 PER TREE. STAKES , document is a violation of Section 7209 of the ,,,..� , t �,.... 8 BED DEPTH,CLEAN o � '':���Y ' . New York State Education Law. ' � � � � �: � � � UNIFORMLY GRADED SURFACE TEMPERATURE COOLS TO BELOW 100 F, TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ,: \ , �'`� \ < �� � ; � ��� LT; ��I ;� `; COARSE 5. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER _ 2-�� ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. � � ��" " � � __� �_: � , • , •. � , . �-� AGGREGATE,PLACED � a I I TYP. � ,, ` ` ~ IN 2 LI T �the LA Grou 2021 �' � �� ; ; � :, �` . �, s:No.3 PM��i�s o �z"DIA.SONOTUBE FOOTING, NEATLY WRAP ALL DECIDUOUS TRUNKS � .� ` � . _ � � . .- \....� 1....�' ,....� `.. :� ,....\ `�. . STONE� ED, D ro�����a�rr 2�� 24"X 18° CUSTO �'`� 3000 PSI CONC.,TYP. , , P I N I I �, p INSPECT SUBGRADE IF SUBGRADE IS COMPACT ` � ' ` � � ; R MAY BE REQUIRED TO DECOMPACT o�uc�ono s�u.T F.G. TO A HEIGHT OF THE SECOND LOWEST ,_ _,' �.__,F :____� :___: __, ,_ � ___ ee usw d. ` CONTRACTO M `mm� ;m? � . g (�qpE sww oR ruc a - a � BRANCH (FAL� PLANTING ONLY) + Prepa�ed for. `�..... _.. �,..._�' ____. 1..._,. :, ;� SU G reoHeireo „ _ ' `. .` > C � :� ` INECAUTION _.._. �.��r.. � ��i + '�-�' --� �---�' ir-� `-----' F----� �- ��- � ` ` � -�-F-- COMPACTED 5UBGRADE o �� 3„ HT. PLANTING MIX SAUCER S a ra IOC�a Re g I O I1 a I ' � ' ._. ; ;' POROUS ASPHALT SPECIFICATIONS: - 3 DEPTH PINE BARK MULCH; wNa+n.ow�Nc, ` .i � l � \..... ,. ._ 1 _ � � . ; . ...... _ , . � ,-; M TRUNK � . ASPHALT BINDER SHALL BE MODIFIED WITH PULL MULCH AWAY FRO YM CA ' � � ;`.,', ELASTOMERIC POLYMER. POLYMER SHALL BE ELEVATION '? . " AMENDED PLANTING MIX, COMPACTED �`,, � � ���v�.�.fi����FS1�,��4,'C'...,�'> \��\';.'e�y.��.,�'`>t\' �'�•l`�^�:a �,.•i..,�. - ,..,,>�,.�-��,a� y�,.�..w,`�„.::; v ..,:<r�,� � ; .,< ��„�,. 3"No.57 ADDED AT A RATE TO ALLOW ASPHALT BINDER TO SCHEDULE NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. ,„l, ,,;, ,,`, ',;,w�� � E \ � � \� F � � � �6 CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK �\ 290 West Avenue ` � . � F �� � � , STONE HAVE A M NIMUM ELASTIC RECOVERY OF 60%. AFTER BACKFILLING BUT BEFORE MULCHING. DO � � � ara ri NY 12866 � � W --�— UNCOMPACTED 2. ASPHALT BINDER CONTENT SHALL BE A MINIMUM OF e S t g p g , .,, ._�, ___._.. � o a S 'n s _ _ _,_ __ , NOT REMOVE BURLAP. ' ' - =:: suBGRADE 5.5% BY DRY AGGREGATE WEIGHT. o ,;:__._ : _ ;:. 3. ASPHALT MIXTURE SHALL HAVE A DRAIN TIME LESS TRAF F I C S I G NAG E NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92/o THAN 0.3% PER ASTM D6390. � 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 LED FIXTURE AS � 1 SEE MANUFACTURER'S TRANSITION CURB INDICATED ON I I SPECS FORANCHOR RODS 6�ADJACENT SIDEWALK LIGHTING PLAN ' PER POLE f; z rT; 3�ADJACENT GRASS L � 2a"DIAMETER"SONOTUBE"SHORT j +� FORM.REMOVE EXPOSED ;� �` � � �� -� " � �� � � � ROUND POLE AS �c � � I J ° I � SONOTUBE AFTER CONCRETE HAS � _a. 8 j y ,,` INDICATED ON iu I I ; > I � CURED LIGHTING PLAN ��'" -F� _ _ � FINISHED GRADE , ' . '_ _: : , __ _ r � � � 7RACEABLE ELECTRICAL Grade to 13rain Surface ' o WARNING TAPE,6"BELOW, Wa�berAway Fmm Wali SECTION � � r t � GRADE OVER ALL CONDUIT W � �_;..' .�� RU NS Top�bcsk � ? ; � Move Bic�cks Fwwand Duting I�aiion T RA N S I T I O N C U R B w Z 1- '� -� CONCRETE FILL 4,000 PSI MIX �C� 2 SCALE: NTS Q ¢ � T� y� � tREn�age Shear Kna6s(Typical} � � ��. Inf�ll 5tane(No.57ar Equivalenk} �--�.; � C7 � � � ; I � ���" �. 81tI�Betwee3U5 m,m}�Beh�dk$Biocksat HAND HOLE 3"x5"12" w w ABOVE BASE COVER �T�:: iT� � 1-1/2"SCHEDULE 80 PVC RUN-OUT CONDUIT 18" 24"ADA APPROVED CAST-IN-PLACE COMPOSITE _ _ �.. + BELOW GRADE WITH 6"MINIMUM SAND ON ALL "NO PARKING ANYTIME"SIGN DETECTABLE WARNING PLATE WITH CONCRETE WALK cq T- I � - TRUNCATED DOMES. I x I I SIDES.USE FOR LAWN,SIDEWALK AREAS.USE e � — LONG RADIUS ELLS. POLE BASE AND BASE o I I >. � :: COVER FOR POLE. ir� m .� TT__._____.. SLOPE SLOPE RESERVEDPARKING SIGN(TYP.)PER ;, :���� �t'� ��,s , 0 o ANSI&NYSMUTGD STDS.(12"x 18"MIN. € ,� I I I 6x6x6/6 W.W.M.TIED AT ALL CORNERS. 18" � ,,,r� 8.3/o � MAX. MAX. BY A)VEH CLEAN THI�S SPACESCURED „ ' 1 I �I DIAMETER IN SIZE � , FINISHED GRADE �� '� <: � '�� � ��� � (1:12) (1:12) N , �; , � 3 —I I—--f ~� UNDISTURBED OR COMPACTED SUBGRADE t�� `� EDGE OF"AUGERED"HOLE ����g����m�� � � � � ��� �� � ��. , � , , POLE BASE r � ,` �� �� � ��� SEE � � CONCRETE � � yw���wa9T � Y,�Y� 6� PLANS 6� 6"HIGH C RB � - , �� � I I—� 1-112"SCHEDU�E 80 PVC 24'BELOW GRADE WITH '� �`�, � \ � TRAN. FLUSH TRAN. / ` �_� �_� 6"M I N I M U M S A N D O N A L L S I D E S.U S E F O R A L L Expoaed wal� ��,� x, � CONCRETE CURB,TYP CURB CURB CURB � ROAD AND DRIVEWAY CROSSINGS.USE LONG H�pht ,,_., � „ ; , NON -HC � w�DIUS ELLS. �: '' ,' � I � � � PARKING � H � � ���s \: _ / � � �� �� � �� � �_. .��, � '� SPACE 4 � �, � � � 5l8"DIAMETER"COPPERWELD"GROUND ROD. � ��; � �� � "� ��� �5 �� �� � � � `�� � � �� ANSI STANDARD HANDICAP SYMBOL ��P � o� � /� TEN(10)FEET LONG,BdNDED TO LIGHTING POLE , �,,' � � � � � .. .;�,<. � a > � . \ \ s . ,.. . �., .,.,t . . .:, ,.� , .•; .. . .. AND GROUNDING CONDUCTOR � \ //� r� , � � � .�,.�. ����.�, .�.W...�., .�.�.,... � <��->'_� TYPICAL ACCESS AISLE PAINTED WITH �' - - � -� � � ;,r"� ` � � Nan-Wouen C3eotextile F�ric(If Specifled� Project Title: Min.8ury 4"DIAGONALLWESAT 45° ANGLE,24" SITE LIGHTING �, : � � T; ''���;;� LIGHT POLE BASE � �� ��� � � �,�' � � . .';� � � � � :� � ayEnAine4'.f��aed�or►Sife�5nilGcxndtlfdr�s) �, r :��,� _� f ON-CENTER, , , ,, '' � r + �t. x."�'�, ;�` � ��•� � � �� � �� � �� � �� ;., , ��; �"; 4 , ;,;� � � r � " .?� ;k„ < ��:. � ,:-" edi-Rack Blocks�with�Kr�bs in the 9" � ���n 8-o $-0 8-0 9-o ���a t . ��� ,G a � � , ��� �,�� �����P� ��.�: . , Y M CA i t e � `�' SITE LIGHTING POLE , � � .�? ,, ; � #2aE3 r+im)$etb�x�c Poaitipn(Typit� � a p� y } 4"WIDE H.C.PARKING LINES PAINTED � � M O�I�I C�l I O n BLUE BOLT/BASE COVER �` F , � ; (R,A�a�apeclfi d by Engineer} FOR POLE � � � � � Lev�li�Q Pad�(f�s�t�y�E�iAesr) NOTES: � �' 1. MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR NO PARKING AISLE SHALL NOT rvoN-sHRiN►ccRour , , ' 290 West Avenue EXCEED 1:50 IN ALL DIRECTIONS. coMaACrEo aN�roo�E�To , A45°ANc�E Saratoga Springs, NY 12866 2. SIGNS SHALL BE PERMANENTLY INSTALLED AT A MIN. CLEAR HEIGHT OF 84' ABOVE WALKWAY --- - SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACGESS AISLE. ANCHOR RODS:USE MANUFACTURERS � TEM PLATE TO SET RODS.EACH ROD This drauuir�q Is feu reference only.Oetarmination af the�uli�Nlty andJor manner af use af any detalis corftal�red In iMs doourr�nt Is tha�ots resporuslblltty af SHALL HAVE TWO(2)NUTS AND WASHERS tYre d�lyn eng�eer of roccrd.Flnal projoct dneigns,induding all oonstruction r�ils,shall be propered by a Fioeneed professianel anginerer usirp tha aobual � �� ,,.� mndtlor�s aF the propaaec!siie. FMaI wall design mual address bofh irrtcmal and extemal d►ainege�nd aII modes of wall stadility. ,r. FOR LEVELING AND LOCKING POLE INTO � : ~•�W ACCESSIBLE PARKING LAYOUT � _ _ POSITION °"d`'"'"'a'" B,LindfrN� T'nE: \ �� : 3 � �� � s � �,�,n. � : � � � c : , i ,�� ���- �� �� �� ;�. SCALE: NTS - - J.Johnsan Large Batter Vltall �ecti�n ���� � � �, .�, _ _ � ���. � , ;�� �-..� � .� nu�,�� Jan�8,201�i 05481 U531 SC7Ufh,cr�R��vc�os.Mi awao r��` ,�' � ., (i0q Y1T�ItIC wk 9www.aetli-ronk.m���+adccom +i� �� �� � 6. ��` � oi 1 �'�E� �er�e��rav�c3r wa�i se�«,ai2si�.dwg ,{ �,�� dw � � �. �r� �: � CONCRETE ANCHOR BASE SEE POLE + ' � ;, ' ` �1�` ` `-�� � � � � , �33g �2 ` � � �� ; }`' C� � BASE DETAIL -' 3"x 8" PRESSURE TREATED WOOD RAIL ����' '� �� � '������� ���� ��� ��� ��_�` �� ��rES�tpNP � LIGHT POLE ANCHORING _ 3�$��GALVANIZEDCARRIAGEBOLTS, PARKING LOT LIGHT POLE (PREVIOUSLY APPROVED) CONCRETE RETAINING WALL NUTS&WASHERS, 9" LONG 6 9 2 REQUIRED PER POST. Sca�E: NTs SCALE: NTS Project No.: 2021027 6"x6" PRESSURE TREATED Design: MCB POSTS, 6'O.C. � BOLLARD Drawn: �ML Ch'k'd: M 0 Date: 6/16/2022 5cale: N.T.S. � N FINISHED GRADE OF PAVEMENT � O SPACE SHRUBS AS INDICATED Rev: Descriptian: Date: � FINISHED GRADE(SEE PLAN) ° ON PLANS �' INTERNAL 4"STEEL � PIPE, FILLED WITH r �' � ROOT FLARE SHALL BEAR SAME CONCRETE —��'�'� � r � o RELATIONSHIP TO FINISH � `"' .: , � W � �}� PREVDIOUS EXISOTRNG GRADE + � 's ` � • _.,_ ... .._......_.._....... W � ,. ._. , �..�� t . k ,�r. . :. <: � , . :. ' , ° i ��'' `' • �� � ' � Cp � ' `` 18" DIA.3,000 PSI CONCRETE FOOTING o �`Cu�' � � 0 3" DEPTH SHREDDED BARK _ . :� ..., _: ;� � �� MULCH; PULL AWAY FROM ��: , ... u- o o° c.� ROOT FLARE. � �� ; __ :- �, �v. , _..- ,:. 4' EXTEND POST AND FOOTING � ' `"� ".` � ' Drawing Title 4' BELOW LOWEST FINISHED GRADE CUT AND REMOVE BURLAP �. S I T E D ETA I LS NOTES: ? FROM TOP 1/3 OF ROOT BALL \ 3000 PSI CONCRETE 1.ALL NUTS, BOLTS&WASHERS ARE TO BE GALVANIZED. � FOUNDATION ..: 2. ALL SPLICES ARE TO BE MADE AT POSTS. °O P�ANT SHRUBS IN ; i � s z CONTINUOUS BED OF 3. BAGK-UP PLATE IS PLACED BEHIND RAIL ELEMENTS AT � g SPECIFIED PLANTING SOIL P I���I� Boa rd # 2 022 0612 INTERMEDIATE POSTS, i.e. NON SPLICE LOCATION. a :___. ___._ ._.__ ,...._ _._: .�! _ - UNDISTURBED SUBGRADE , — APPROVAL: _._ ,- D�awing No. 12° ` MIN. , � �0" APPROVED UNDER AUTHORITY OF A RESOL A PTED BY THE �� � � � �. °r ' ' . `a' : ` : PLANNING BOARD OF THE CITY F S T GA SPRINGS. WOOD GUIDERAIL SHRUB PLANTING DETAIL BOLLARD g ,o �ZL-- " `� :�� cHaiRPERsoN C-4. 1 4 SCALE NTS � SCALE NTS 1 O SCALE NTS �� DATE SIGNED MIN �a ,';p ir . ' SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT.AS EXIST. PVMT. � { � a SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. KEY �',. . . . i .. � � � . , . . �.�,I r{ f ? w ,�, �" `1 r �`� � � � ,.�. , � _ � PRIOR TO PLACEMENT OF NEW PVMT. JT� TI I l. LA G RQU P � r,, , �.4 , . . ��a��.. , � � LAWN RESTORATION PVMT. RESTORATION TOPS01�&SEED �andscape Architecture&Engineering P C. � - i AS SPECIFIE NEW. PVMT., SEE DETAIL � � � People.Purpose.Place. ,� 40 Long Alley p: 518-587-8100 I Saratoga Springs f S18-587-0180 � ; ��� I , � o0 � 1 I�IY 12866 www.thelagroup.com , 1 � � .. , , : : -r� � � i ` w w � SUBBASE MAT'L.; � Q .� � � I REFER Unauthorized alteration or addition to this � � , � � TO NEW PVMT. DETAIL document is a violation of Section 7209 of the � W W " New York State Education Law. j� p O O BURIED METALLIC --- ----- ---- ----+---- ----` � v v IDENTIFICATION ` <- � Z Z m the LA Group 2021 i ' i i ` ' i ` i i i ,. , Q � � WARNING TAPE _ i i t i i , - - . - - i i � � � � � � z, FINALTRENCH BACKFILL ` '. - ` { � � , r � ;:� w �n v NOTES: Preparedfor, iv �- � -� -II- � + � ��'�i � , 4 't�� ,,z :� t P , r; ,,`w. Q � '�' � (SEE NOTE) 1. FINAL TRENCH BACKFILL i � , � � i � ,, '� ` ,be , '���, �, �° ,, , " �, ` > � . � � . � 1.a. IN NON-PAVED AREAS, FINAL TRENCH Sa rat� a Re ��r"'�a� � � � , . r� ��- , a� ��. , -, �� .:` � - = y � �: � PIPE ZONE BACKFILL BACKFILL SHALL BE EXCAVATED i i i ',� � , MATERIAL WHEN DETERMINED Y M C A i ` i f , t;' Q�Q`� P I P E Z O N E B E D D I N G SUITABLE BY THE ENGINEER OF � � r; ;. 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. Z 1.b. IN PAVED AREAS, FINAL TRENCH ANNUALS � 6 6 � ANNUALS � PIPE O.D. +24" BACKFILL SHALL BE STRUCTURAL FILL. SP HS HS SP `D 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 SC H E D U LE PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL COMPACTED LIFTS. ALL BEDDING AND COMPACTION BACKFILL MATERIALS SHALL BE � ' � t MECHANICALLY COMPACTED TO THE ' I` F� ' ' � • � ' 6 PIP ZONE BACKFILL 12" MIN. CRUSHED STONE SATISFACTION OF THE ENGINEER. ' ' ''' i ; s k� 7 � r''4'� ' , ;�, .� a ;ax , , COMPACTION KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE REMARKS = � ' r ,� �'x {�� 6 � , , b � CovER �"� � " ` �� ' a � } � ,�;s,���� 3. EXCAVATION SHALL BE KEPT DRY AND � � � � - d ���� � � � �.: ���' � � ,� � ��� , � , . �,, . ,� � '� ` `�`�`�. � � -� � FINAL TRENCH BACKFILL VARIES SEE NOTE SP 6 Syringa pekinensis SunDak Copper Curls Pekin Lilac 2.5 3 cal. B&B ME HANI AL DEWATERED AT ALL TIMES. COMPACTION HS 12 Hemerocallis X Stella de Oro Stella de Oro Daylilly #2 container 24"O,C. � � � �� �� � �� �� �� ��� �� �� � �� �� � ���� �� TYPICAL PIPE TRENCH PLANTING NOTES: 2 s�A�E 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 ACGEPTABLE,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 , � �7 � 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) � ' � � ��. ` ,r 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} �'� � ; i 'C+k Y4#y'$ 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°/a 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 QUALIIY,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, 'r '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, A�BANY 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 1 ST TO MAY 22. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE 1.2%HELIOPSIS HELIANTHOIDES, PA ECOTYPE(OXEYE SUNFLOWER, PA ECOTYPE) 1 ST 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 SPRWG ONLY. ACCEPTANCE OF PLANTING WORK,AGAINST DEFECTS INCLUDING DEATH AND 1.Q%RUDBECKIA HIRTA (BLACKEYED SUSAN) ,!,� , ;; UNSATISFACTORY WORK. 0.3%MONARDA FISTULOSA, FORT INDIANTOWN GAP-PA ECOTYPE(WILD BERGAMOT, r,' , ' � � , �; � , � r ,F 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT FORT INDIANTOWN GAP-PA ECOTYPE) _ � � ;� �� r � �4,;, � Project Title: TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR,AS 02%ASCLEPIAS SYRIACA (COMMON MILKWEED) ' � � � 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 if ication NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. PLANTING LIST. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF � 'j,�� , "F ? � 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 ��� f � ;^i� + �r'` `� ���. , � � � : + �"y ,�' , ,, �� � � �_��,,�, 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY�INES PRIOR TO ';���:� ' ����;� '�'�' , ;�� a`, ,: '� � ''` ,i� � ' ���� � ��: ��'; , , r��' � � ''�'e� �' ` � �"�4�� CREEPING RED FESCUE 50% 85% 95% ' � ;; , j", ��~1 � ,��;'`i� f r �;';�;s t� ; ' �',; ,. � ' ;,'{ ,¢� . r �"" ^' �'; � � �gsw��'' � `'� :`� PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. , �: � �� ,.p,�� ; �,,,�, 1 �� � � ,��,� ;r, ��� � ,�,,,,,r� ��� r�� ;�` �;;� ORCHEWWGS FESCUE � . `.t 1�k:,, . � �°; . . ��a �. . . � � � s�� c� � "`� , 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL �r ��`M � F°L �� AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE KENTUCKY BLUEGRASS 25% 85% 90% ` ��� � �� � � �`��`�, ��` ��� � � COMMENCEMENTOFPLANTING. .� � ��,� � 0����� �� ,i �� � PERENNIAL RYE 250�0 0 0 �' �� � ' �� �� �� � �� � v 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY 90/0 90/o ,,� ; �U��S��0�1�` � t, � � , .. .,.�,-. . ; �� , ,..r �, ,,, ; � ;. BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GFtADING. 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 Project No.: 2021027 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN SYSTEM MAXIMUM CLAY CONTENT SHALL BE 10/o.TOPSOIL SHALL BE FERTILE, FRIABLE EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND Design: MCB 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 MATERIAIS 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 '`��`' �;' ` + � `�, t �;�' � , f,�� � ' � � �, ' �, s COLOR. GRADATION: r �� � � r�- d � �f ��� � � ' s i'w � � t + �; � t s� a 4 , � r .� ,«� r rr t ''�'� �, ;�a??6: � ;� a . 4 f', . . �ery 1� .. , ,. ,b`: , , , s ��; ,. 4 7 �� . 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 �#4a 67 87 MAGNESIUM 35LB. PER AC '""�� �1 � '' ' � _ �� PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTtNG PLAN SHALL #60 48 78 PHOSPHORUS 75L6/AC GOVERN. #100 40 75 POTASSIUM 85L6/AC Drawing Title 16. MAINTENANGE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL #Z00 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���I�C� B O�1 � � �O��O� � � OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND °+ ,�' d' i : �, „; i r r� , � ,'; � ' '' � ^'` � �� ` , �, � a � t� � �,� � �. ; ,+� G A,� � y .� �,��x APPROVAL: MAINTENANCE PERIODS.TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. ' � �r ; ' �? s �: , � �i ' '��y ' ` & �a`'"� D�awinglVo. �� ,� ., � ,��,�� �.`� o. ; ,"< ' �� � ��� , "`:��' APPROVED UNDER AUTHORITY OF A ESOLUTI ADOPTED BY THE r �� �� � �� �'������ � � � � � PLANNING BOARD OF THE CITY 0 AR S RINGS. �"�� P LA N T I N G P LA N �� ���� . � g o Lz,,. ��� �,���� � _/� 1 r i C AIRPERSON C `"t.� SCALE. NTS DATE SIGNED CRUSHED STONE NYSDOT TABLE 703-4 TYPE 3 � 48"DIA. CAST IRON ACCESS COVER. 18" ' . ` � . � �� '' , � ,t, ADS 601 NON-WOVEN GEOTEXTILE PAVEMENT SECTION, SEE DETAIL �_� � , � ,� , ,� � � �< < � �i (OR EQUAL}ALL AROUND CLEAN, (MIN.) � '�';-, �a. �.. , �.��"_� �, � ? � " f , � ' i , CRUSHED,ANGULAR STONE CONCRETE COLLAR TI I l,. LA G ROU P PAVEMENT � 12° NYLOPLAST INLINE �.- �� ` ,���"� Landscape Architecture& Engineering P.C. �� ' z DRAIN BODY WITH SOLID , /�' � ' , . , •. ' < , — " P e P se P�ace . ,, `. , � 18 `;, �.� p . . . . �, `,` _ , > � , . . � ;., , . < ; _ ,: HINGED COVER ,.�.��, I ,. ,,. .; , .. ` * �� . ,.,, ., , �- —�— . , _. <_ _ . .... .- ,� ,. �,��� _ , MIN 8 MIN. C NCRETE , I en urpo � , � ( ) � : �. � �a;.� �;_ �. �:��� : ,, , � '�� „ � � 40 Long Alley p: 518-587-8100 , � � � ��� �, � 6 HDPE PIPE � , .: , � � � � � �,� .` �. . :- �' ` i g f 518-587- 180 , � � � Saratoga Spr'n s 0 ` ' � 12" HDPE INLET 12" HDPE OUTLET � � � � NY 12866 www.thelagroup.com �- 6" INSERTA TEE, INV=308.13 INV=308.13 � � � �� � � I � CENTERED ON I ,. �, � � ���H.Q���� � a�' 12" MIN � `� ��� ''''^z CORRUGATION CREST � Unauthorized alteration or addition to this \` Z � � ������ ��°''� � � �'��:�� � document is a violation of Section 7209 of the ` ' � � New York State Education Law � `:` � � ` � 'm SC-740 CHAMBER � : , ... .�_�. @ � �„� � ��,� � � �,� � �. �„�,a� . �• � UPPER RISER � I i � � ,� . E =�; ;�;. ;,:';; ;, ;: :. AS REQUIRED � �the LA Grou 2021 - ` ' ;' , _ _ _: :.. ,�: :.. 34° 12"TYP � a : ,� ,a ., .� � n n n � I p SC-310 ' t �t' l � j Q T � � ���� �� �� ��� � t ri,�.. .�.�. � .� 1 f� �f .�.. . I END CAP �� `�����������`�'�;�A��.�;�.�`� � ; �' ��''� � ,,i' � ` '`� � , � � +w"; ��: � MIDDLE RISER Prepa�edfor. 6 M�N S�.�recR���-�.�.Y��i�,a.�._�v��el..�'�w�; � �: { �r� i 4'" � ��a �` � � b { :� 4 ��r �� �� � � � - � _��,�� WITH INTERNALS �� I� UNDISTURBED SUBGRADE ; �, , ; , __ + , s �: � � ` ' � ,. �,,. � ,' ' . ,� ', ' "` HYDS PARATOR �� � � COMPONENTS �� , /�� S a ra lO g a Re g I O I1 a I UNDERGROUND INFILTRATION CHAMBERS INSPECTION PORT DETAIL MooE�co►vTECHcs-� �- � - �-� M INSTALLED YM CA INLET I OUTLET 290 West Avenue 1 : . �- ; �. ���_.__ � . SCALE: NTS SCALE: NTS _� _� �� � � Saratoga Springs, NY 12866 � I � � , � INTERNAL � I EXISTING 84(7 ROWS OF 12)STORMTECH SC-310 PREFABRICATED COMPONENTS INTERNAL UNDERGROUND INFILTRATION CHAMBERS END CAP 12" HDPE INLET 12"HDPE OUTLET � , ' � COMPONENTS 87,88 PIPE : PIPE '�_ , ___. _ _ ,_ .. . a - -- ' � _ ......_.._..__ ...__.___.___. .__.___... ---. ._....._._._.. _........._. ............... ______. .________.._ _..__.. _______.. .______._.. _.....___._ ...._...._... _,.......... ________.. .._____..__.__. __...,...._. _____________ .___..._.. _.._..._.. _.___.______ ..._,_______. .___________ _______....__ ___._.._ ............ _......_.. ____ _ _...._.. _____ ___________ � _ _.. _.......... ._.. . Y . � ; ;.__...; _ _.. : : �'� \��\�'���� z��\���.._...._ . ..........__..__....._,,..._.__,____._____.____..__.___.____._...._._._._ . , , __________________________.�.�_______._.._ , .....\\ \ �,,, _...._.__................ ... _-- --__.._. _... —__ ___ __ ___... _____.._.___ _ - -------- _ _________. _ _______._.._ . _...._.._.._ ------ BA E _..�__ cn � _�_.. � _ __ � _ � '; ; � 8"#1 CRUSHED ' o : � � ' � a �� i ,;, STONE ,� , _ _ ��, ,, , °' �� �� _ z - co — � ,.___...-� � ..,...:�........................................_ .. .� � - ...... .......____ . . � � ,a��°. . , �� . . ,. ..s . ,-- , �� . . . ��r: --- - --- - - -. ........... . -_.__...._.........___.___ .__......._.... —� - ....._____—..---_ __........... _.__.__...._.... _.....____....__ - � - �� -� __„ .. .___, � ,., � �: � s � � �s .� ��� �\�����_������:»\�.'�:, �. � , , :............ ..... ------________ _..._......_... _ ___............ __.___...__. _._._...__..__.__.. --�__..._,..... —._. _._.._______......._........_.._....... __ ___............____._____..__......_ _.. _ .�, , � _.._...___ _. � - -- EXISTING j �� : �, �; �, , -- ����` �.�` �a .� � ..�' i �' ' ... ..... ...�,k.... .... �.�.�. ,:.1..� MANHOLE : �- •: ; ! ; 5"MIN.WALL\ " �__._ . _._.. ; ... _�... -s� � , � � � � � � �� �� ' �. �36" � , -----� ` y�; THICKNESS 44 � \ ,� � . ..... ......._ . ...._...________ __.. _...__ �_,.__________�_��__________________.__..._.._.____________.________________. __._ .._. .,. . : : > > � ,., . k,> > . , > . ________.._._.___._______ :.. __.._.___._.._._____.._..__________—___________________ _ ...._______...___.___ _ .__ . __.___________............................._........_................__..._._...._...__.__.___..__._....._.._._..____________________.................._........_,.______....._ ____�..________.__________.___....__..._.........__..._........ ` �_:������� _ __ � . �\ <��__;_�'�Z\�'�__________ _____________________________ __ ': ,, ' , ,,, . � __. ____.________________________......___________._._._._________. _____________..__. _._._.._.__..._._.___.._._..._._____________ ________,._..._.._... _ _ ......_..,..._,.._______.____ _._..__,..____._____. . ___ ___,___.__ _ --__._ �� , ____ __________.____,_,._______ ,l _ 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. , ; ., ; : ; , i: � .................._._... .__.._._..__ .. _ _..._...._........._.....�_.._..........___..._.. - ______._____..____......_.____.__________..:......___________________._._........._....__...._..............................__...................._....______......._........_.._.__._.___._____.__..__....__._._____.�.__._.._.__._.__._._.._........._.....____ _ ....... __..._____:......_......._....______.___. _...__.__._.._...__._.....___— ----.T_._..�...._._.....__..__.._,......_....__._.._______............r , ; .� �,. . >.��,:"':��'����";�\`�.�:"���`---------- --- _._�L. ��..._.._ .. .. - - ........................-,--___._____---____-_ --__...___.____._ _.._.__._. 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MANHOLE I �l WALL AND INSTALL FLEXIBLE BOOT " °�r ' TYPE PIPE CONNECTOR. KOR-N-SEAL � � � � � � � S406-10AW OR EQUIVALENT. � �6� �'1 C '�� , ,� �� �w` �, „ '., . z.�, z a � � �� CLEANOUT I I �' OPENING ProjectTit/e: 6" PVC L � � i YMCA Site Plan ,;� � �" 6"X6"X6"PVC TEE � � Modification � � �� '� �� � t � � � EXISTING � � I.� SECURE PIPE TO WALLS W/ 74.40' MANHOLE SCSD#1 � �- STAINLESS STEEL STRAPS 4'O.C. MH "H-1" ���� �:� PROPOSED 20(2 ROWS OF 10)STORMTECH INSPECTION PORT �° � 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 I w cn BOTTOM OF CHAMBER: 307.40 Q J B O T T O M O F S T O N E: 3 0 6.9 0 �I � I' x , � , � �� ;�� � z � °'�''`��`� d ��, � � ir it��� ' � � [�i � ��� � � i � } � x � ��°� � W s�^a J�'� `� n� � < ��� . .,. . ..� . . �. ( � . . <, � � Vaf'1�s. . ,� il� . �. �r. . ., ^aF +r 5 y ��� �� (� ��/�"' ,�rf/'�'^� ig a.•e � � 1 "j .( � o .'Y�r,..1 - `?'{` ,, CHAMBER LAYOUT ` � � � � :'�r �` �, �� � � • ' ",,C) ¢�` �p � 3 SCALE NTS � � #r;: t� , ', OUTLET SHALL BE �.--, ,�`' �� � .`s �.� ANGLED TOWARDS � �,��u`�� � ,t� � � � c� DIRECTION OF FLOW ( 6"DOUBLE 45° BENDS �h�� ��.� �Jt3`�� ,��i�. �� �� � ;' ���� � � � � '�` EXISTING CHANNEL I <=I °�pF�.�S���P f SECURE PIPE TO BASE i „ � WITH STAINLESS STEEL I ` STRAPS Project No.: 2021027 1 O�� LETTERING ON COVER:SAN.SEWER : THREADED CLEANOUT PIUG FINISHED GRADE FOR PAVED AREAS WITH L_Y_ _J Design: MCB FINISHED GRADE FOR UNPAVED AREAS F R A M E&C O V E R Drawn: CML Ch'k'd: MCB INSIDE FACE OF MANHOLE WITHOUT FRAME&COVER _ Date: 6/16/2022 Scale: N.T.5. FLEXIBLE NEOPRENE BOOT __.._ _ ALUMINUM ALLOY KORBAND SEAL ASSEMBLY IN CORED � _ � T SANITARY MANHOLE (INSIDE DROP) Rev: Description: Date: HOLDING BOOT HOLE "KOR-N-SEAL° - - - - � � � S406-10AW OR EQUIVALENT ;-- � , � _ __ . , ,� �� '� � _ �.; t� r ' �:i�'; � SCALE: NTS MORTAR AFTER INSTALLATION STAINLESS STEEL . � x � SYRACUSE CASTINGS N0.4155 CAST � � 't $ ` BAND CAP � � �� ' � IRON FRAME&COVER(USED IN ""'` ` " ' ", " ' 2"PROJECTION INTO M.H. � � �� ` '�`` �', �I • �, PAVE�,4REAs) AT PIPE SPRINGLINE \ � � � �'� , , X Y � r E i� , � e W �� ��f`' `l; � .� _.;� �:� � �I . . . �t `" •�f CRUSHED STONE `�- '; � '" � � � � . , I I I (NYSDOT#1) , , � ,- �� I — ( -I--- il8 LONG SWEEP BEND Drawing Title -.; _-,. .-., :.: ,..., .. INVERT � � � � � ' V �'�=�=_ 4��SCH-40 S I T E D ETAI LS ,: ., � :, ��� � ��� �� �'� 6"BUILDING Z ��. , ~, , LATERAL O _ 3'_°" M�. � � E=-- Planning Board # 20220612 � ; �ti � r .� � � FLOW { , � , . - � � �-ti wv.y � -� t-� � ! � i +,t � # s; t.� � tf + � �� � � , > . ,, � + 1 n � �'�4 j� �4 t � � F � ���o t j ,�:. 'd;�., � � - x =� z �;� � �� �� r �;,�k t ; � �,�� APPROVAL: ; ,. �� ,� � -� -� . F 9 , .� � � Draw o . t � � o� � � in N . ' ��, .:� . � .'<. �� � � � r '' ` „ '� r � `� , � fi � ��. . .,.t a .E.: , I , , .; .s< , _, „ . � 9 :. � a � -�, ... , -� ��'- � ��� `� � � � � s '� ���� -� �� ����" �"'� APPROVED UNDER AUTHORITY OF A RESOLUTIO ED BY THE r ° PLANNING BOARD OF THE CITY OF ARATOG PRINGS. CONNECTION TO EXISTING MANHOLE SANITARY SEWER CLEANOUT ;Jk '� S �o Z-Z� AIRPERSON C-4.3 4 SCALE NTS � SCALE NTS � � � '�� , ���'� DATE SIGNED