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20200926 Kaydeross Ave East Subdivision Plans As-Approved
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BMIT A LE ._. _.. , . _,.. , . � . , . ... �._ . _._ , ._ . . , � _ �\ . ,� . ,._ ._ ING COVERAG PLICANT MUST SU , ... , . .. .�.. . .. ., __. ._,�. . _. , ., . , . _. .. AL BUILD 3. 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SPECTIONS , ,. _. ..�., : , � . :.. . __,. _ , .�,.. � . � � ..,., . ,,; ,. ... .. �, N TRUCTION ..,.:.... . . . .,.,. ., \�� �. � � , _.. , a, ,, ,.,. . _ \ � . �...... ,��.`..,� ..o� . ..� ... ......: . :... � .:�... .,. ..,. \�., �,..v..�� �.�. ... , ...: .<.. .� ....,. ,..... ..: ....�1_ .... ���� �,� .:,.. � .\...'�. ::;`\ \.,.,. \...,:>.. ;.�.. �. ._.. ,. . .... ,.� ..,�.... .>._...� �\ . :,.::.\ .�. a.. .... ...:.... _:�:. . ,... �. ::�., �..... :�_ ,:.� ...� ..::�.� ... ...:. ::::.. . ...., :. ...�....: � , . ,.�:,.. ��..,; .:.,.` :� .�:...... .,�.. .....� , ... ,.,._.� . .:,..... .�� .. ..��� , ..... ,.,.. .\. ...:__. �� .::.��,� . ::: �s; ..:.:... �... . .. . �... . �. � .r.:, , . _.,.. ,,.:, ... ..,:. -'�� .._._....��..\ ._: ....__.. ., .�\:.,,;:.� a.._:,.. „ .. ..�., ...:::,. � •.;�.z .:...,... � ..... �`a... .... . . �_... .... �.� � ..... . .. . \ ... ... .� ._..... . . .. :.:��� .: .. .: .; ....:. .:.:. .. . ... _...., .a ..,.... . :�� .,... .:.::... . ..��.. .... .. . .......... . . . \........ . ._..... . ...... . .�. ... ,a. .. ... ... .. .. . ..... � .. .,. . ... . ..... ... . _..._ _..... .,,. ` :.... .. .,,... .....>:..� . ..... ......... ... . ......... ., .. .. .._.. .. ., . . .. ....._........,.,. . . .:._ ...\� . ..� . .... .... .... . .... ..._ ..... ... ... ... ... .._ .,.: . ...:. . _ ._.. .... ,. ..._... .:..� .._ ,..`. �� .:, ........:. . _ .. �.� ._.. __ __.... .... __.. . . . ..._ _., . . ,- _.. . . _, \ � _. . . \ . _ . _., "e�._�� . . ... _, . ..�. .� . . . . . _ ,_ �. _ . ..._ .... � _. .. _.� _. ... ..... . . ... ... . ..... ... .,,. , \�_. ,. �� . �\.._ . ., . _.. .. , _ . �. � ...... � .. _ ... . . . _. .. _ . .:. _ : _ �_. � \_ . . . . _ _ . ,.._. _..� ,. . , _.. .. _ . _ ,: . _.. � . ,_._ � . �... � ..... �. . � . . __. . . ,,, ..,.. .. ,�.. , . , ,.,.,. , �.....,,,,,.,,. , ��. „ .. .... ,,, . _ ,,:.,, � , � ,.. ..,�..... .....,....... ..... , . .__.. _.. _........ ..�. __._.... .. _.,_ . ,.a� . ... ..... .. ._ . ..>. __ ._, . .. ,.,, _ ... ... _ ....... ..._._. ��..... ...__. . .._._. .. .. .. .._._,. . ..... ..._.. _. . .. . ..... �, _ . . . ...,_.... ._ .._>. . ...... .., �.�\....__. . . . �. .. _...... . .. ,.:��. .,. .., .... . .. .._. . _. .. .� ,.. .. . .:..... �. . ... ..... _ ... .... ...,:.. .. ..... :,.:..._.� ,�__. , ......... ...__..� �;. ............, __.. .. _.. _ .., . . _ � __.. � .� . , . .. . . _\. , . _ _, ELOPER. . _._. � .� ..�� ,.. � ..., , _ ANT/DEV ._�. , ... . ._� ,.. � � . ..� ... . .`�. . .. ,. , _ � ,. �� . . .� , ..> ���. _ , _ _ \` . , � �. _ . � . . , , _ � , _ _.. � , , .>. ,. � . ,. � __ __ . . s. __ .. �. �. ,... ._ _ . , . _ . _ ,��; . . . .. .. .. ,.,, T N IPJSPECTION IS THE RESPONSIBILITY ._�. .� ._. �3. . � _ .. ..,_ �.�� . , .. _. , . . _._ .._ �,'��, .__. H CONSTRUC 10 .,: ... ... . s.� ...., . .,.. _.... �.... .,..�.� ,.. � THE COST OF T E ,, _ � ,. ��.�_ _ _ . . . . .. ... , , �� _._ . . . . .__._ . �.. . . .��� ��� . ,.... ,, �,, . . . � . „ ,. .. . .. . ..... .. .. .. ... _, , > ��, _. „ , ..:._. .. : � ,,. , ...� . . . _ . .. ,. _ z ...�. .. . _.. _. . ., _ ��, � :,. .,. ....., __ ��.... � �.. . . ,.. .. �.. . _ ., . __ . �. ,. . . ,..:. ..,. P SED _ � . . ,. , , �. . . _ __ . . ... ., . ... . _ . _ ... . . . , .. ,�., _ .,_ � ,.: �. PRO 0 .�� �, ��. � � � . . i`� . �.. .,.. . ..,: �. ,,,. �.,.� .:.:. .�.. ,. : ��.. .. 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ALL PROPOSED E ,.�. � ��,; � � , �� ���� �; �.,� FRO , � �, .�. .�, ;.,. , ,�,. ,:� .:..:� � � ���.. , ,. : „ , , . . . <; � i �,. . ._ < .. .. . .. . . . .. .. . ��. „�.... � � . , ;. �� � ., _ .. .... , ` ... ,� .\ ��. _,.. .: � � ,. . . �.,. < ., , ,. , . . ,���,. . .. . ,.. ., , . �,\�\� �.a. \�'� ,.. .,... .>.. :, . � . � � ,. � ... ..,. >::. . , ,., . .. ,: : � o� \\, � I:'v' ....:.,,. -:\ ,.... .. .. � ..>.::.:. � .. .;,, ... :� �<_ -a. �.��..,.„� �.,� ., . .,...., �:,. ... ,...., . '.:: :.:. �\ '.�.. . �,:�� ..,... , . :...:.. � �... �. . . � � �,� � �.:� �� ��.� � :\_�, _..._..�� .... , . . ,.:_., <;. . .... ,. � :�....:.,.,_ .. . . ...,.. .., .. ..,.. .. � . :,.. o ., z. ..\. .. . . _ . , . . . . � ,� . . . . . . . .. . ..� N. . , � �. � � � N TRUCTIO � �... . ..,. � , ,...._., ,.. , , . .,. . ._ � ,,, ,.. z � �, ,... :: . . ;. .� C� �,., � . .�� � a�,. � �., ..� .� ,�. :;. �. ��<:: ',� :.\ �� � .�,.> .,. �,,. . .,,. .... . ., � .:. . .. , ;:. .. , .. :;. � �. 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APPLICANT MUST . , .. . . . . .... ... . . , . 6. . �� . . , � � ..�. ..�., .�... .. .: _ , :., ,. , .. ... . , :� � IDE. , .� .... . .. �. .� � .. . � ..�... � .. _ � :, : .,: S , . ,,.. .. ,, .. �. _ \ .. .. _ . . � .. . , , .:.. ������� . .,. � ..,�ti� � �.. a � � � �\ � �.� • „�, . ..\ �,: ,.. .. ,.,,.„ ,.:.-�.� . ... ,,.. .: �:, \ \ � , . , .-. .�.... � .a_... � �. .. .. ,., �. .., , �.._.�..,, s , .. .. , <, a:� °: .:.::: �\ � \�c',� � � ' . \ i. �� <a,� „ .__...._ ... ...�. ..�... .. .,.� �. ,,.,�\ ,.,:..��.....:: .. . .,�.., ..:�.� � ....�>. �-. � �... ._. � _.a.. ., ...... ....,.._ .... \\ , : „� ...: . ,, .. ,�. ��, .,,:...�. ...,��... .. .:, ;. ,a .:: . . ,.. \� a�\�.. ,.. . . \ ...� . ..„ . , . : ::: � � .., ,,:: ,:. ��,\ ��� � ;�rx .. �:�.�, ��� >:,, \��» ,.....� �a. ;..i.. �;.:. , . .>, ,.. . ,.:. �, .... .. , .... _,. : ....: .\ , �\,�. \.., ... �.. ,. �..>,.�. ,:,<:... . �. . �,,,. ... \.., , _ ,... . ,:: _.,. > ,.. ..:, ,�>:. . > �:..., ,, \.,, � . ., ,��:. ,.. �.,;..,. ,, a,:_..�. . .. �,:,. ?r� .;,,. � ,; � \_ , �.,�,�.. �.. :...� ,. . . .�, . .: ,. . ..: . .>� ,, �, ,� PARTMENT DESIGNATES _:.; �,�.` .;�..,..��. ... �� �..,..��.�.:. ,..� .... .. , . , . . , : :.� THATTHE FIRE DE :::@•:. ;.�� � �S, v.a�\\\�� \� � � �\.;\�� \ � � � `� �.��. ,.\ \\ � �, �:�� \l.�'��: � Z � �\\\���;:.` ' ��� :� ` �� _. , . ; . � • \� >. > � .>::�.. . �:.. ::. � ,. ... ,, _ ;. ::�' .. � � ,,,.•L'o� Z\��^4,',r. . � ,', �:t ' .. :',: . ..a... h. . . 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MENT 0 � . . ._ _ , . . � �. � . . . , .� � .� __ _ . _ . _ � .., , _ . � F SEDI . . ., , . . _ . . . �, .._ � t... �. ... , .. _ _ . .,_ _.> R FLOWING O _. ._ ._ ..,�. .� �._ � . . . . ..� ._ _ ,. _ .. . ,�� . _ �_. � , , �� , :. _ .. .... .___. . . .. , . . , . __ , � ..,_ PREVE�JT TRACKING 0 ___ . . , , , . . �. ., _. . . . < � ....:� . ,., �,.. .��. �. .. .,.,._,._, �. .� �_ . . _ .. „ � .,. . ,, . _ . � . �� .. �.� . . ,..,... . . . HALL BE MAINTAI N ED TO >___ . . . ti,� , � � � _�, _ ��.. . , ._. \_.,. _ . _ . ,. . . _� _ �� ,_ _ .. . __ . . , ....` � .��. . _ .�.... � . . ,. . �, . ����. .,,. :,: . �..,. � ... . . .. _. ... _ �� �.._ . ....,, . ,` � ,.,. , INT OF CONSTRUCTION INGRESS OR EGRESS S . ....., , . . , .. . ..: . .,.�,,.�,� ::: . ..,, .. . ... � . . . _ � , ...�_ . .. :. ,,:. , 9. ALL PO S _ . _ , . . . �� . . � .. , ,. � „ . .: .. � . . . .. . ..... ,. . ,::� .. , �.` . .. , � ,. , . �,� .� , ., . ... : .�.. .,. ..,� . . �.- ;:.� .. , .\.. . , ..��. � ti ' .., , . . `�. . ._... - ,.:.:.` <:, ... .. .. .. , .�.. . .:. .<:..; > .. ..,.. ._�.. ..... . .. ._ � � �_. � ,�: _ . _._... . \ i. . �, .. >:. . : �,,.: , ._....... .. . . .. .�__ .�a�., . . � .,. ..... ,. .::,. .:.....,. . ... ..Q, ,..,:� ...:..,.. ... � ::`.. ., ... __ . ..s:;> .. .,.. .... .,,. ....-�. .;,;:.... . _.>.... .., :......... ..,..�. . .... ..a ......... ..�� � .. ;::. . .._\ .. \.. . ,..� ....... .._ .._,... . . .. ._........a .�.-.. .... ..._. � .._. _.. ._ ... ..,.. ..., . . ..:,.. . _...._,._ .. . . , . ._ . ....__.....�.,\ �`.� ,..� . ....., ...._._. _._ ........_ ..:.: �. .. . ,... .. . � .........,. � ..:.�. . .. ._ .._. . .� . . ......,. .. ........... � ... .......,...� .._... .. . . .,...., _. .. ... ....... , ...,... ..... .. ..... . ..... .. __ ... ,:.. . ._.- ... .... .._..... ....,::4 , -,,.,..:.. . ,. .,.. \ ...\ .. ._... .. ............ . . ....\�\ .,. . .,., ....... \.., .......,.. ..., � \... ._ _,.....� . . . „ ,.....,._ ..... _......_,.. . .. �.... � . . .__... _. . ... ,. �\��\�..._ .. . . . .. . . ... .... .. \.. ..... ... . \�4� , . ..,..,.: � :.�.,. _. ..... _........ �a_. � ... ....,., ........_ � ..a.,. .__._.._� ... ..-. ............'� . � ... . . ..._� . . . .. . . � ... .. ...._..\\... . .. .. . ...\ a _... .. _.__�\ . ._... . :�.�:. .., .,:. .. , . .��.:�:.. ., u_....a� .,., ;.^:. .. :.,• ., �.;.�� .a. >- � .,:;:, , .,,;: � ..,; ,., ,.�:;�.::.� ..:.... _. �.__ ..�\... .. ........... ... . �� .�...\ .:..._ . ...�. .m... �. _.... .:. , � . . .�. .....:. ..... ....� �\ ..._. ..t�__... ....__., .. .. ..._\_ _.......... .. . . ....:.. ..._....._.� �. .� �^ �._ . .�� .... .._�...., .. .�:�:. ....� . . ....... ., �. . . .. ..\ .. . ... ._ ....... ....�.. . ........... ... ..,.. . _, ..�,. ..:. ..,.., _... ,.._ ..,.. .... ... ._ _... . .. _.�\..... .........� � ._�� . ..... ._._.. ... ..._..._. .._......, .... ...,..._ .. ... .._ . . ..., . .\... � '�. _ , \ ,, �_ . .. _ _... __ . `... . . ..� .. ..__ � .., . . . `� \. .. , �. .,. � . � . . _ . . , . � . _. __ .. . .. . . , . .__ . � _ ... .... . �.. �_ .. ��. _ ._ . , . , _ __. � ,: . Y. . �� . . . �� _ . .... __ ._ APPL . . � � ,_ .�. ., . .. .. ., . ....___. .__. , _ , �. . . . .,., ... � .. . . , , � . , T - - TROL MEASURES AL ._.. � . _ _ . . ...,. ,_..� . �_.., . __.. ._ . � ., __ . � . . . _ . _ � 5 F ENT CON . , . . _ .. . , . . .. ,. . :� � . . . _.�_ . `� ,� ..., ......_. _. . , _ . . _ __� _ _.. .. . ION AND . .... _. _ .. �.. . . __ .,....� � . _ . � . , , _. . __�.... ... NAL EROS , ._, .. . . .,,. . ; DDITIO ,. _ , �. � ,�,.� . �._.. ..... , , ,.. �.. .... . .. _ . , . . , . . AY. A � .,.. . .._._ . . , .�. .,. . ,. . � � . _ . _ .. � , � ,_ ._, . . . . _, .. ., . ._ I HT OF W ... , . _., , . .. � �� ._ ,� , ._ . � . ,.__. ._ ., . , __ . _. _ . PUBLIC R G _ ,. .� _ � . . . .. �� __ ._ . ,� _,. .. � .. � � . ONTO A , .. , . �_. �.. , ,�_ _. __ ..�.a. . .., . . ._ . . TRUCTURE DEBRIS ._ _, , . . _ . . �� . , _ :. ..� , .. . , IPAL S . �... __ , ,. r _ . . . ..�� _ .:.. � : , .. ,.. ., _.. � R M PRINC _.. . , . � . ��. . �, . . �,.. �._... \ . .,.. . , . . .. . , F 0 ,_ ,� ��. _ .. ....�\.�.�� . ..�._ \. _. . . , . . ,... ... :�.. .. . ... � . .. �,_._ � \�_ , , �. .. . . ��... ,..w. .,, . .. ... .� .. .. . . .z. ��. . .:.... �, � ,.. � . ., o ,. . _.: , . _....._ �..� �._... �..,�� ... ... .. �. . ... ..,.. . . , >: '� _. �..,_ \ \ �,.. _ ':��. .... ...:.. . ,. .„... .... _ � ... \z __ � . ,.. _:,,:, ,. .. ,. :.,,.. , ....., .. . .,.a � .. . `b...,., ;... . ,,. �� ,. .: �_. . . ,........ a. ., .,.,. �. � .._ ,......�.,.. ..... ... .�.3.\. _...,. ���. �\ � . .,._ `l :,...... ... � ::, �>. � ..�.;:, � ... .. � .,. . ..._� ,... .::.. _� .. ._ .... . �.._, . � � ,,;, , �� :. � .. . .� ..... �_..,\ �. , : ,._.. >. ,.,. . ._ _� . .-....,s, ,.. .. __ \.,. ._. ., . .... ,. � .�:: . ..._. . <:: �.. ..._>.. . . . _. .... � ..__ .. . .,.. �...� _....... . ...:,.. . .;,.._ .. .-.�.... \ : � ._.._�... . -:. �� .. ..�: :�.,,,;._ ;� .,' \ .;._. .... \ ,... .,..:.>. ,...aa�.,�. �\......... .... � . .� _\, ,....ro�.. .... � .___ ._ � , _ . . _, a , . . _ � . . ,. . ,:.. ... .. .. � ...,:. � �. , � ..:. ��\..,.. � �. .,.� . �. �. , ...,;: ... ..... .�: a . ..�:. �:.... ,� _., . .,.. . ,.,,.. ,:> � . ...�. ,,,. ,.. � . .�... _.. , � .. , . ., ., �. . ,. _ ..... ... ...... ....: . .. ...��„ .. ...,.\ ... .._ .... a..,. ...,.. . . � . .. . ., \� .�.. , ...: , <, �,..:... � , .,:�,, y . , � . . ._.?.. ..._ .. ,.;;. , _.. ,.,., . .., . ».,>,,.. .. ,:: \. : .�... ,::..-_ . ...._. .,:.. . �� .. ..�._.\ .,..,., ......._. , , , �...._..... �_. ............�. . ... .......,,�� .._ „�.,�-�,,, ,... :;:_ , �� :.;:: ,,..: ._ � .>.._ .���:� ,.a� >.�. „ .� .,< ��... \, \ ..__. . _. .._..... ... ., �., ,,.. �.. . � ...... .._ � ! ,... . �.,.... , . ..._ �. � �. . ..... � � ,,.... � . � .. ,.:., . ... . . ..<>, �. ..: . . .,. _ _ .. , . . .. � . . _.. � ..v\_ . . ,:., _.._ , � ...�_ . . ; , .,, .. � � ,..., �� . .� ,.. �\�._, .� ....., < ..:< , _... ,. . .... \.,. \ . , � . _.....� _ ,. .... _ , .,:„ .. . ,, � „ .,..:.... .,. �.. ...a .. ,:..,.. -�.... .,, ..,,.,:. _..:.�..<, -..... ... ......\ . . ..,......,..,,: ,..: ....<....._ . ...�.,. , _..... ._... ._. .<.: ._..,. ... .. ... �•g,. � .. : -.....,...... .......... , .,..:. .�, . ..... ........_ 1.�... ... ..... ,.s.. .._..._...: . .. . .. ......_. � .... , . ,. .. _.., �� ; .: ... .......... . ..... �. . `��._..� . .._. _.._... \\�... .,,.�... .. ,.....� �.... ._.,. .. ...�.,.: ...a. ;._.�. . .._..� .,�... ; '_ -y. .._.. :.: �. _... .�. .... .... . ... , , :a_. ... �:. . _.... .... .. ..._ . . , , . ...,..,.w....... ...... ...:..... . .. �.,.., .,,..,,. . ;<: ._...... . ,..� : .......,........w,<. � ...... \.�,,.. ..,,,,.,..,,. , , �. . . , . .. . � , . .::,.,, .. . :. .,.. ....: . -",., , :, .:.:. � . . .... ..... .... ... .. a ._.........�. .. ..�,.. . . . ___�.,. 1._ . _._...... � ._. .. .._, ... .... .......,.......a. , ... _.. ... , .,...�:... � ._.._. .. ._�_...,. ..�_..,..., � .a. .\. ._.. ....�.... , . ...� . .._ .. ...,� . . .. ....�....... . �,.._ _. _. � ,. ,.., . , � . _ ... � . � , :. . ,.. . .___ .__ �._ � � . . �_... > _ . . .._..... � ._ _ � > _.. _ __ . : ._ . ��. ,. . . .,..,___ . . � .. .... . _.. .. ..�.�_ _.... � _ , _ . . _ ._. ... .. _ _ _..... � ._ . �__�"� .. .. ��. _. . ... \,. .. r_., x... .. .... , . .. i . .,_ �. _.. .._. ... . . ...._. .. ..�..\� ......_._ \. �..... � �...... \.�.._. . ....... .._._\. . _..._ _, . . � �,... . \ . . .. � _...� � .. . � � ��. _ ... ...� , . �__. .. , : .,, ` ._., _,.. .. �, < _:_� ............ ..... � . . , , ,,..\ ,��. .,,. , ,. � ., ,. , .. , ,.�,., ... , ., . , .� ,. . .. : � . � .. ,..... , ,. . . 1...... ., ,:. . _\ ,.... ....._... . . , . � ... . ,_ ,:... __ ,. . � . _r � .. .. �_ _. _, . ....: \.., \ ...:, ...�. 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NEOUS ITEMS T , ._. , , � .: ,...., ., � v . _� �. ,� . . . , ... � ,.. .. _ .. ,,... �. ,. ,. . �_ , _. .�.. , �_ . ., . . ._ .. ,.:. . , � ALL REFUSE DEBRIS AND MISCELLA _. .� . , ...... ,..,, . .. � �, r .. . ,.. . .. � 10. ��.... �_ >.., . ._. .. . �.. ,. �� , . ... , , . .\� _. . . .. ..� . _. � ., :,.. :. � � : .� . _ , , . , ,. -. _� ...., . , , ::.. �....:.z _.._ , .. , , __ ,..:., � ,.��. __ . �. � .... ..... � ,, .. _ . � � _. , . ,.., _. . ., :,.. . . . ._ � �.. , ... . ... � . � . �. . . . � .�: ,, . , .. � , .. ��. . . �, .., .,, .... � : ... , ... . ,. ; �. _ ..._ ... ..,.� � � ,,, , �� � .. ., . . . . : .. „�:: :.. ., ., �.� .. � _ . ..._ ., ... _, .. � _...�... ; , . . . .� .. .. ....� . .,, _��, . ... �,� : � .. , � � ,..... � <. .. ,. . _._.. � __,. .. � _. . .. .� � ._ � .� .._.__.., . .. . . ___, ... �. ,,:.... , .._. . . . . . . � .:.._ . ... .,. , .� � � � , \ . � . _ �_ ,.; : . .. . ,: _.._ ,.. .\. ..... . . _ . , .� __ �. �....,: . ... > .� .. .... , � ,: . . _>,... , ,. . , �. ,. _. ... .�._ . . _ � . .. > �z._ . �. .. _ �. ,...� .. . . ._ ..,. » ..,. , ., ,. ..: , ,.>, �� . �.. �. . ..�. � ,. ..,,.,,. �� .� ... .. r �.....�c :,,\ ..,... , .. ... ..... .. ::.. .... ._ ,,...�� �.�: . , ,: .. , ,.., : � ,:. . . ..� . \� ... , _� . .. � . , _ ... , ... � .,.. .». ,.... . , .. . .,.. . .... ....: - _ .. �. , , ��.,.. ,_._ � ,n . „� . � � ... . .. ._ . .. , _..� ._�. .. . .,. T DRAWIMGS. _.. � .�.. ..,� , ..._._ .c, ... . _ � , . , .. : .� .._ _ _ N F THE AS BUIL » ��. .... �... �. . ..,. . . ., .��, .���,. .. � . . � _� _ . i R TO SUBMISSIO 0 ... .. �.,, �.,.� .. .� . ,. �`. .. . .� . ,...., . .. �. \. . y PR O � .. :,. ......�� ... .�... �.. _. . �. � ., „ � � . . �� � ' ..::: .,.,.. .� �,;, ..:.,.� >:��. ,. � . ... . �....,,..\ � ,� ,� �. \� . o. � ...�i�.�.�. ��.,.�, �,. .�;: . n . :�, .� ��. .... ...:::; ..., _. ,.. .:, ��� .�,.. , .: ...::. :�. .,\\�,\ .`,. �,.��� - � \..._p .� \�.'�. „ .�`� \ �: � � . .;:. �. .;.:.. . ,., ;� ... .�r��. �. :.,,� .. :,;� �.\� .�.\ . ;� '. ,;: i. �,�� , . �� <.�.. �ti� �. .,� ��� .,� ...� ,. � \� ��. � �\; � \,.:. v, \. ��'� �.,.: ,..;: ., ... . � .,., r�c� �.�z;���. �,. .�.� �.� � .� <. ' , :. � �. , .. .,.,..\ .:��...._ ��. .�� ,.� �\. ,�,.. . . ' ��. �_' \ �,.�. , i. . <:. � � ,,., .. .� � .�. .� ': . ; �� ...':. ,...,;, , ,, c' :..:..:: . N ..... � e,.T.. .�. ..\.�C. .,. \ . . �:: . .., ...�. . �,;.. �. 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VICINITY MAP: NTS � CaVER SUBDIVISION MAP c�no��Ar�,TacAs��i��s Pag`` S W� �'"`;� toward trail stewardshi /maincenance. � MARK TORREY,Chair �Q P€:An�N{NG BC>ARD TODD FABOZZi • Mauotenance and insurance responsibilities of the post-constructlon areas of ths trail and pub4ic parking � RUTH NORTON shall be trar+sferred to che Gity upon approval by(?PW and the Gicy ACYorney. S-2 SUBDIVISION MAP � � City Hall-434 Broadway SARA BOtY1N,Vice Chair .;���5� f LEXIE BONiTRTIBUS�. � � i Sarataga Springs,i�few York t 2866 KERRY MAYQ � L�1 .O EX I S T I N G G 0 N D I T I 0 N S T�:j 3$.�7_3SSa f�c:518-580-948p }ASC1N DOTY The applicant is rec}uired to compkete ttee following as per Yhe City nf 5aratoga Springs Subdivision Regulatiaru: I N S U B D I V I S I 0 N CA LC U LAT I 0 N S■ www saratoga sNrir�s,org SHAWiVA JEiVKS,Alterns� CaNSERVAT 0 Delivac-a letter of credicor cash escrow as a performance guarantee ta the City for required an-ant€ L-2.0 C 0 N S E RVAT I 0 N AN ALYS I S �°'�"���"�����s"'� a�-$;`e,n'prov�m�n£5: • Submit a fee in lieu of recreationa(lands of$2,Q00 for each new reside�tial lot per Appendix A o#the _ TI Ns : L P LAN IN 7HE MAl"iER OF THE APPLiCATI�N#2A20D926 ' S�abdivision Reguiations. TABLE 1 - TOTAL SITE CONSERVATION SUBDIVISION CaLCULA O L-�.o, 3.1 , 3.2 SITE CLEARING, EROSION & SEDIMENT CONT'RO �Y°ER°�A�.E�7s�,g°""s`°" sue��;t�a�2a�,Y��-a�,d�a`z�P�p�r�o�E�so�t������p�dY�suSd�u�sfan���riors��nat��eby the F'lanning 8oard Chair. 227 KAY�ERe35s AVE.�AST • File tt�e signed final subdivision piat with the$aratoga County Cterk within sixty-twa�62)days as TOTAL AREA. 7$'8� AC L-4.0, 4. 1 , 4.2 S I TE LAYO UT P LAN ��.T°��SP�"GS'��'�� Pra"`ded'�A�'`'�3.��'°�3�°`��n�ra'��`aW. 45.9� AC Involving the premises with tax parcei#I 92.-1-f fl and I 92.•f-39,in the City of Saratoga Springs,on an Ti2is appravai shal]expire if not erracted within I 80 days as set forth in the City of Sas�acoga 5prings JURISDICTIONAL WETLANDS: �-5.0, 5. 1 , 5.2 S ITE G RAD I NG & D RAI NAG E PLAN .�--�. application(or finaE subdivfsicn p#at re�iew of a 3 5-lot eorsservation subdivision within the Rural R�sidentie! Subdivision Regulations Artic3e il,Section 1.�.15. 0 1.30 AC Qistrict with the Planning Board who met on Fe6ruary 25,2021 and made the fol(owing decision(s�v,+itfi a STEEP SLOPES ( > 25/o). Y P LAN 7-0 vate(ln favor:Tarpey,Fabozzf,Horton,Boivin,Bonitatibes,Mayo,Doty): ���> ,,,�� �- L-6.0, 6. 1 , 6.2 SITE UTILIT ��" '9.z°2' -= f r �� 100 YEAR F LOODPLAI N: 1.10 AC In accordance with 6 NYCRR Part b i 7,the Pianning Board cfassifled this request as a Type I Action. (3ate Chair L-7.0 ROA D / U T f L I TY P RO F I L E & S E CT I 0 N S � �sS�e�a N�ga�r�e 5���:D���atEo�o�,u1y 3Q,�02o cc; Zonir�and Buiiding lnspector,PPW,oPS,�munls L?e}rt..Applicant,Ei3e REMAINING AREA (UNCONSTRAINED LAND): 30.50 AC L�8.O' 8. 1 S I T E D ETA I L S � �ssued iinal suhdivisian plat appeoval of a 15-lot canservatian su6d'+vision as perthe requirements'set ort in tihe Gity nf Saratoga Sprirtgs 5uh�division Regu9ations with the{ollo4ving canditions: ALLOW ED LOTS {U N CO N STRAI N E D LAN D D IV I D E D BY M I N I M U M LOT S IZE): ; C'rty Arlwrist-approved tree protectoon detail ta be provided with the site detaiis on the final plan set. �OW ED N U M B E R 0 F LOTS 15 ��$.�� �,J.�� V.T� V.5 S I T E U T I L I TY D E TA I L S Tree prote<:tion measures ta be installed and inspected by the City Rrboristprior ta any site work. 30.50 AC / 2 AC - AL * Revisesi dirn�nsionaf standards as provided wich maa�imum kauilding/srructure heighx of 35 ft. a pxiscing stone wall ta be reic�cated arid reused on tlte property: . Final subdivision plat and conservaxion easement {anguagE shall relerence che Planning Boazd's Ganservatkon Area and No-Cut Buffer-Policy. PROPOSED LO�S; 15 + The fina[plat shall deiineate the conservation area and provide physicai markers and signage denoting this area and shall be revtewed and approved by the Chair prios ta signing of the final plat. � Ganservatian easement kanguage for lau I,I 1, 3 5 shall 6e to the sacisfa.ccian o#the City Actorney and EA LT H R EA LTY S U B D I V I S I 0 N �nclude racipracai rights of enforr.emerrt by all propercy owners of the.provisions of the coerservation TABLE 2 - TOTAL SITE - CONSERVATION LAND: i VYS D E PARTM E NT 0 F H �as��,ent. • Conservatian easement lartguage shaif inciude rights of enfarcement co all iots with the development. • Conservation easernent language shali aiso include the City of Saratoga SpnrFgs and(or a desagnaLed lar3d CONSERVATION AREA: 67.93 AC P P R VAL■ trllst as e third-party enfarcer. C 0 N D I T I 0 N S 0 F A O • Restri�ctive cavenants shaEl be pravided within the respective deeds for lots I, f f, I 5. Dra#t deed language to be pravided prior to sEgnirtg of the final plat by the Chair and sha11 be eo the satisiaction of CO N STRAI N E D� 48.37 AC i the Ciry Attorney: The final piat shall intlude addressing for the new Iou per approva!hyihe CTepartment afi Pu6Gc Works. . Final pians shali ba to the aati�faction of ehe City's E3esignated Engineer and the Departrrtent of Public UNC�NSTRAINED: 19.56 AC 1. THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR TREATMENT SHALL BE INSTALLED IN `"�'���� • Gonsetvation easement language shall provide flexibility in the locatian of aiuture traii system(on both CONF�RIVI�Tv W�TH SA�� PLANS. parcel I(uplandarea)an�parcel2(lawlandarea))andthepublicparkingarea(indudingonCity-owrFed I property at the corner of Crescent Aae,and Kaydeross Ave.East). Qptimai location ta be determined in consu{tation witE�Open Space Advisory Cornmiccee and che City's Sustaina6ility Gaordinatar. 2. THAT NO LOT OR REMAiNING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION BEING SUBMITTED TO AND • ��''�°°�`an�t`u�'°"o`t"e�ropos�,`�a�s�e�,$and��b�;�P�'�gar�atn��p���nt�h���Rro��d� cash escrow nf[�nds for fucure development ot such improvements.Amount zcz be based a�the iength APPROVED BY THE NEW YORK STATE DEPARTMENT OF HEALTH (NYSDOH). �``�ePro�QS�dt��;�aRdtheS�Zea�t��pa+�k,ng�re�. • The Planning Board recommends that the City Council use the required recreation fea in Ifeu of OPEN S PAC E N 0 T E■ deditation of recreational lands($94.04fl}taward the construction of a lowland traii ort parce)2 andfor 3. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWAGE TREATMENT 1. OPEN SPACE AREAS WITHIN LOTS 1, 5, 6, 11, & 15 ARE SUBJECT TO DEED RESTRICTIONS. FACILITIES WERE INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND AN ACCURATE AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES. F R �PEN SPA�E AREAS WITHIN LOTS 1, 5, 6, 11 & 15 MAY BE FOUND IN "THE MANAGEMENT P R E PAR�Q BY: OW N E R / AP P LI CANT. REQUIREMENTS AND RESTRICTIONS 0 PLAN FOR OPEN SPACE LANDS ASSOCIATED WITH KAYDEROSS AVENUE EAST CONSERVATION SUBDIVISION." 4. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH NO WATER SUPPLY AND/OR SEWAGE TREATMENT FACILITIES INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND SHALL NOTIFY THE PURCHASER OF THE NECESSITY R ADDITIONAL REQUIREMENTS ASSOCIATED WITH THE OPEN SPACE LANDS DURING OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS. 2Z7 KAYDEROSS AVE. I NC. SEE DETAIL 10, SHEET L-8.0 FO Th e LA CONSTRUCTION. P 518/587-8100 43 E D G EWATE R D R I\/E 5. T H A T P L A N APPROVAL IS LIMITED TO 5 YEARS AND SHALL EXPIRE ON `!,i� ' � � TIME EXTENSIONS FOR PLAN APPROVAL MAY BE F 51 8/587-0180 TMENT 4F HEALTH BASED UPON DEVELO MENT FACTS AND THE REALTY SUBDIVISION G ROU P www.thela rou .com DUN EDIN , FL 34698 GRANTED BY THE NYS DEPAR g p REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSIQN. Landscape 1-�rchitecture �.Engineering P.C. 6. THAT THE APPROVED PLANS MUST BE FILED WITH THE SARATOGA COUNTY CLERK PRIOR TO OFFERING LOTS FOR SALE AND Peopl'e. Purpose, Place. 40 Long Alley NYSDOH Saratoga Springs WITHIN 62 DAYS OF THE DATE OF PLAN APPROVAL. www.thelagroup.com New York 12866 ���,��,��� ����� �����_���� ;� � � '�� � �'r '�a�a 7 THpT ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. �'���� g�ry�� ���*Ark ���ti_��.��- (� %1/ RY FACILITIES I.E. INDNIDUAL WATER WELLS AND SEW/�GE TREATMENT SYSTEMS) ON THESE LOTS SHA�LL BE ���"a9e`�p�'fO��'g�������i��i��������,� ��' ry�� 8. THAT TH E SAN ITA ( `�`���n�'�°�'������������r�r►f��E�������,������ INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A P.E., R.A., OR EXEMPT L.L.S. AND ��"°"�� �°"�"����f �"� � 0 o O x��a�edcsrserraer,e� ����)b����f�f►itN��1i�r��f���S��.,,,-_ Planning Board #17.006.1 � 2 2 �2 � �,�, - . ��������,����,�,��_, WRITTEN CERTIFICATION TO THAT EFFECT SHALL BE SUBMITTED TO THE NYSDOH AND THE CITY OF SARATOGA SPRINGS CODE �����������,������ y�3 ENFORCEMENT OFFICE WITHIN 30 DAYS AND PRIOR TO OCCUPANCY. ' �``''`�"�`'��4 j� A��ro�t2 ��-�. _ � Approve,d under a ri y of a resolution adopted � � s Z/ � ---- _ ��� � �by t Pla i oa d of the City of Saratoga Sp ngs.� � � hairperson � �� _ _ rv� .� ' � � /Z.. � � � � , � � � Z� � �\` : .., ., ; � ,� _ � . , . . _ r . � V z ��f CU�VERT � � n/f p n/f � Frank Scar rnoto and William L. Sutton Diane Rademacher-Scarpinato Margot Tohn w o Bk 1736 P748 Bk 1401 P757 /nst. #2017004694 / � � � v , » _ N83'34 03 E ��, 5/8"IR. ' " � � � _ '' -- -.v... -- . . . . _ ---o--- N83 34 03 E 1389.83 . o�o � o 5/8"IR � � -- . . . . . . . o000000 000000 ` . . . . I . , 473.97 N04'46'4fi"W N83'�3�4'�p3"E . . . . SO4'38'35"E . . . . . . . . . _. . . . . . . . . . . . . . . . . . . . . . . � � 834.57' � �� -- �� O� � / �l! O , , ',_ , � \ ' •,� 36.08' 81.29' 37.97� : ^ ,R+ Q , , � � R=66.46' L=52.86' R=15QA0' L=13.14' � , , , �i ,. , � � � O � � � NO2'08'03�W CH=13.13` �� ,�' � � � � � N18'00'23°E CH=51.48' , t � 53.. ,32 W CH,��4 N833h'03"E 154.65' -- � �� r � � �i�, g 56 51' R=7g. 66' �o � � O L � a� Q vi � S S� �12a. �Sg> �o ,-- • '� o O �' p� ��°` oF �, a , � o o R=150.00' � I p � � � � � $�� �¢���6 89 � �� L=65.45' � ;� d 1 z � � � � Q ���� �,� �,�, �� st 2'52 28�w _ � N � �,�1 0^ ")���L ry / CH=64.93' � ,. � � ..� •- � O D v �.o ��� 89 , „ �Ot �0 � � .• .� � � � � 1 � ii ��� �� ��. '1138 E i � O � � � � � � n�o �� � ii 19,699 sq.ft or �_ /� � : � J� � ., 4o.s�' 0.452 oc. � ,''`\ � ��� � - � II � ° rriv � m j� - r ^ h1 n� �� R= 0.00' \ W `� , ,� � I V 1 � � � o �,�� Lot 14 =�� ,�O L 32.54' N ''� � � �u� : CULVERT `� 2�,998 �,ft or ocn� ,�o� � S31'35'19"W 't'rrj -� /•� � o�� � I � p �� D.�JJ� OC. ��. ��� o�' CH=32.47� \� �8 `Psr N � � /- �h,O o r o o�, ��� �s N Deed Restncted .��� o � � N �'� ; oh�`'�� `.tis� tio,,��''�oo , `�3 �>>�'�� ; oPen spa�e � ,�1�"'" ��'. �'� °° o i � Ma Le end � �^� ��� �,� ,� c�y >>> ., o Lot 9 � �� ,� s6 ��5�'� �, �, I P 9 N s, s ,� , s �- 4�, � � s bein art of Lot 6 `��. ���y s�� �\���s����° ��,o� �'�°� � 21,541 sq.ft or �- ��- 9 5 731 d c. ' �..-..-- -..-�N;����`„� ' � • 5/8" steel rod set with a tag ° >> � ��. `�,�,°• �o����1�0�9 ♦ ti� 0.495 ac. � I �, y ��d i'� �, `�, � o marker found, labeled 6 .6,9 ��� � � �., ` ,•• � . •6y, ` e h� �� ,y'( \��`c' ?�ti '• �:�•'� s� 1 ( °� � `O�.o��� � `�' � , / i I - - f71 utility pole �� �. . :� : overhead wires �; ��,� Lot 13 ��,� F '�' .���' � �, � , .� �. � � /^ � 21,228 sq.ft or , �' � � .�.. �� � , � � . . . . stone wall �� . . . . . . . 0 0.487 a�. �o, �, o U � � Q �_ �ti ,��. Lot 8 �� ,�o��,ti°� � .-..� � . css � . �� ,�o� ,,�h° 1e�,��y ♦ 2Q�747 sq.ft or ��� �ti��` �. `\. I : wetlands flag and ribbon � � �ao � .� .r,�'� � �. ♦ ti,� S � � . �u : � ��n c, �, � � � 0.476 ac. � � \_ , � �.,� _�" ��N�,328� y>�r x, �s � /� .�� � � � .^,^ 14 . � � r1- � HYDRANT & � (/j .. � 4� ��3 � , � 1gg4 ��o , �� � 9 /. o- .•� ''`. �� WETLANDS �. � °�� � WATER VALVE � a ,� ^ � ,� ry.� � y�/� / ;rl deed restricted open space p�- � �� _ 'oM� o ���94�, �� ^ �°y/ �� �, ,p�h�� / � O� _ a I� � �� � �` ��� � v ��' ♦ ��� �i o� ` �. S��/ / g`L � ,, � . �W r . z � ` Lot 7 � ` �.o �,ti� � i: : �ti� � Vj � � ^� �o� � y�� 17�306 sq.ft or ��h ,���.� , LO� 6 �.� = :� ti '� � ,�.o �,.�, s� 0 0.397 ac. � pF, /i ./, � R' o� ry�. o �� ��o� � 6.�OF C1C. .� /�i .�:�h , W � �l � Lot 12 i� � �� ���16� �,°``�� ` � �.� �,e�� ` � , � � � z 3 22,299 sq.ft or � �� � �� \F ,�o � . � � � A n, � /� 1 v rn ^�. 0.512 ac. M,�� �o Buildable Area of��,�'� 6 ��, .' ���� � � �'�` � � o � � �-Q � . � � � �. , .. ,.,� � � �, > ,� � N� l� Lot 6 � \ / �,�1ti �.� 4 �`.. i ' Q = °' a ¢� o N �� C �`\V i .. . � - . � 1 : z ;h� r r 1`i� �V�320 S .ft or \ `��`� � ../� /��/ I � N C� •� Y � �� S88'37 30 � I� � W / , ^ N (/� � a o cD �-- T��72.34� �-' tii � � �.375 4C. � S�1'2g-48.�.� � -.'�•� � � � /` � � � �Qn �a o`�o G� lv �..��.� �.. . w � � W `�� N a N � -�.$3�'3Q� 172s34�'' � � „a.6a\ � ._. _ _ _ E ,.- ���� � �, /,:�� � O � � o N D e e d R e f e re n c e s: � j'�- .'36.60' ` � N �� 0 °° � '° . S7427 29 W � .. " ��� e� � �; � � �9°E s �`�� �����' / �.. f �.. ..�7�•2g a� D e e d R e s t r i c t e d �� . �.. o;� � � _ � o N v � ) � 1 . 227 Ka deross Ave., Inc. west of road . n i-�1 t� �� N � � � = oo�N N .��� i� 0 e n S a c e � N � � o � I n s t. �2 0 1 8 0 2 3 9 6 0 � � � � � Buddable Area of _�, J N Bui�dab�e Area ' P P `� - � - - �� �' �' a . ., . . . � o . _ _ � N� N�, � N s � � , ,, , bein art of Lot 1 . . _ _ _ - � o 00 , .. : � � : .. .. rn . ao � ^ � �� � h �. \ . .. .. o p, „ � o i � LOt 11 -N �, �, Lot 5 0 ��� o� ./i i 9 P .%r•� � I � � tn °0 2. 227 Kaydeross Ave., Inc. (east of road) o � � : o z' o � , q. � 1 � � r� 17,549 ft or �� 'cr9 � � .i i/.. , � ���:;._ _ �- � � � \O �c Inst. #2018023961 ti . �� 7.015 ac. _ ��. � � „ 21 293 s ft or � N �1• \ �, Q � O � � `� Z �.489 ac. =N � � �� P; Q.�3 OC. F� ''l�1•� ./� N82'45'1 E 169.01' � � � � � .` �j� � a� �e1� �9s J ,S�e:•� / - - - - m � Z rn� � �-� �N= Lot 5 ��°� s�� 5�`� �' ��.a' ' ❑ TER SERVICE ;�� � cO� �' �� ?� 3O 9O2 S.f. Or ���' � � i�� �. �� 10' SETBACK I � hf0 SE Cj � � S8o�3o�,5�W ,8a.�9�- - �� '� �� '�y o.�os �. 5 �9�0 , y��'�� �%' . ��`�� � 2 S . ' � M a p R ef e re n c e s: o � - - � � ..� ,� � . . . . . . . . . s �'y�� �`',�� .�1�.y^�./,�g0 .y�, /_ � L �� � o..�. � � i �°c�� �°`� 1��'` � � 1 . "A Survey & Map of lands to be conveyed to David � � � �'s °�' ?>>- % i���:� � , HOU E Rich" dated June 10, 1993 b C. Donald Car enter, C� Ql \ �s�, s�,o. �55 s ,•�.k�o Y P � \ � �s�s�� Deed Restricted /�' � :,���k'� LOt � \ �- --- Jr. and filed in the Saratoga County Clerk's Office as \ \ 2�, Open Space ��� � ' � TOP OF BANK � - - - - - - Map R280B. ,�, - � � \_ �s, 2s bein art of Lot 5 /� / �2.503 ac. � POND ..� SOT14'44"E GRAV DRIVE � �;-� } "�� ,,� �. 9 P i � � �� , , F l A i�� � � � .\ �,, � � J-l,� o �, ��� A, 13,353 sq.ft or .� � .. � , ', �_� .i� . 69•1$' � � 2. "Subdivision of Lands of Lester F. Ramsdill, Jr." dated �` . �;��� �� J,l � ,5,� O S � ,���• � `�, , ,, ' �_' \. /� . � k ���°'`�� Tr,c, , .�-',� �, ,� �� �� �,o• o.3os a�. �� � . Buildable Area Of Oct. 1 1 , 1994 b Paul F. Tommell and filed in the �� ���� .�r'��� �.� �� �S•� ,�� � ��� �\ ..i �l Y � � � � '��� .9e,��' 2� �..: ��° �� � � j� -/ / � �Ot � : Saratoga County Clerk's Office as Map R-295. � ;� �h�� � ` .°�;� z� ��� � �, ` .�p /� �.y�� �'' �° . . �� � � ��, 4' ! f b� �? °2 ,�' � 5 ��� ��� �� 52 257 s(� ft or � - � � �,�; , �- � �' .� S�, � � . Y � ! „1� V r� r� ��`,`-�, '�it �,: �� �- �3 � . `1 � � •- `� �,.2 >>6 _.i� s' DIA. OAK TREE 3 �� WETLANDS � ¢ � I 3. Kaydeross Springs Subdivision by Engineering Americo, , � :.; ���, �f� 's � 4' / Q � .J �.200 aC. m , ��C � �., � � , , �`�,S ` . ��� :� �_.._.._..'.._.--..-'' N : filed in the Saratoga County Clerk s Office as Maps ��� �"%j,;�. r 2��''' �°t' LO� � � � ��s, � � S>>�'y :�`�s2 ,. � i a' BARN o K236A & K251 . `�� ,�� °" � �� 3F S a , z � / � "' r , I . . . . „ ;: �.� � ,. , o �.557 ac. � j� .�'.^ 9 Ss• R=827.50 �-- 30' SEfBAC� � 0 4. Koydeross Spnngs Subdivision by Jason F. Bowman -" �/ ���� � • Assoc., dated Oct. 12, 2000 and filed in the Saratoga . • ' \ L=78.92' . ,. � / � �. . S72'19'48"W , I � N N79'41 '33.'t CN=133.61 ' o � � �, � j >>q.� b �s� �� CH=78.89' �=133. 5 R=827.50 Ngq.7g°22�E �j County Clerk�s Office as Map K282A. j .�3w �-y -- -- •.,, ' , , . /. /_ 9S$,, `, �. ` .. a 27.50' N76' 7'37"E CH=212.08' 130.87' �u HYDRANT & 5 ,�S "E 8 ( WATER VALVE . ubdivision of A Portion of the lands of Lester F. Deed Restricted ��� i` -, �-s2p. ` Ns9'355� `,212,67� R= o N Ramsdill, „ , v � en S aCe % /� R=827.50' �` S�ls &6' R=772.50' N88' _ 2�64 / Jr. dated Oct. 22 1999 b Jason F. � � Bowman Assoc. and filed in the Saratoga Coun�y P P ,- j , L-13.ss� �,¢9�� �26�?• R, �- �4'So"E CH-511.05' �� co � Clerk's Office as Map R374. being part Of LOt � � /� � N72'14'37"W 9S R� �S�E�82j � �� �� ' S76'57'37"W CH=197.99' S84'19'22"W O � 'CH=13.68' 82�5�, �6336�' O� R_772. -- -- � 7.068 ac. �� % ,� S��S , � a � ��19$•53 �- �3�.sz' 6. "Bounda Surve Lands n f Kenneth Scott Ka deross \, .i� !�, il ` �^� Lo 4 430ryE �y-14g . Area= 3. 118 ac. 3�52w I rY Y � Y ^ ^ S69' q� Avenue East" dated June 12, 2018 by Ingalls & \� `. �'�., / 2 ''� 1 476 ,4 '57"W CH=2 1.76' 24.65 . � �� ��� Associates, LLP. � ' /�� � � L=273.00' R=827.50' S79°02 \` _ ( �� � :,` sq.ft or �_ _- __ / , � -�, 5��3� ` / �t � �423 4C. N36'�5 5 hR=35.29' , � / r� .. cu�v�� /��/f �. �t �=52,p 6 W 51.09' ^ L=46.65' � � � � _ � Note. , 9 R=6 R=35.30' �.., \ `� N� I j � _� so�5628,W 2�04' �;' S5o'o$'24"w � � '`� � � 1. Wetlands were delineated by the LA Group. S2�8 / � � � i � ` ��N84 54'S1"6y 20- ll CH=43.33� � ` w :j 3 -454'S1 E 24�� csi / � N � I 2. The parcel west of Kaydeross Ave, East is Tax Map / � o�' � � c�., �N ` � � � ( #192.-1 -10 : � o N Lot 3 N / r . , /�� ! o'� ��J,418 s q.ft or �=67 7p• � �� D e e d R 2 S t E"I C t 2 C� �'��• � `� � N I 9/7/21 LOT 5 OPEN SPACE ��• 1 � R_627� o �� ��� �. '�. __� � I 3. The parcel east of Kaydeross Ave. East is Tax Map . y-- , � o.� ac. No2. 4 ��� 0 en S ace ��� � �: �_ � � ��� ..��' ; , : 28'04"E o /. ' P P .. . � ���..--• 1 I �192.-1 -39 6/4/21 MISC. REVISIONS ' ' :/..i ,, �;. � �. �N=67.gJ' z �N �,. g P �'/ �.''�. i..�.. .\"� 1 � 8" WATER MAIN � bein art of Lot 1 y � ��- . co� I . �' � `�. .`.. '� APPROXIMATELY 12f21/20 MISC. REVISIONS , ,. ,, ' � (�:, `� _�s8s'4953 ----�- � � �• � � 4.288 ac. : ,,, ��._ ;�...�..� � 4. Building setbacks: � w 199•27 o ar � �`� I ALONG THE WEST � --�!$�49'S " �� " �� � �4 s� \� � SIDE OF THE PAVEMENT Front: 30' DATE DESCRIPTION � > . � . � �.,/� \ � � SETBACK '�p "' I � '� \ � _ : ide 10 � , � � o�M �Ot 2 LiNE ( � , 1 � N84"1823 E ,, �\ � �' � Rear: 30� REVISIONS � `'� � 7� 'r' L=61.9� 26.88 _� WETLANDS � �, �cj � � � , / , /�'� � �� � 14�0.33�7 ac. �r � � �� .J �.._._._.._ \.\ � ' � / DATE: March 17, 2020 r� R=627.04' �n � � ••-1. N 5 8"IR. � .� / '� wErlArvDs � Z So3'27'21 E � � / /` � ��� .�'1 5. A Conservation Easement to be dedicated to the City / '.,. � � \ � , i fti, `� 61.93' il , ��`t = � � �-��-� ��u " n/f of Saratoga Springs will be placed over the �eed .. - 77.24 � � `., , JOB NO • S16 1 � �� '� .. : � S82'0623 W __ � w '•, � � Jj , � � Restricted open space and filed with the Saratogo , � -' ' � � �,, � : 227 KOyde!'Oss County Clerk DRAWN BY: DES ,t � 192.84' ,.'�r, - /� , � CHKD.BY: WMT � � �� M . �.-�. ,� � � �. Avenue, inc. � : _ / �- ,, . . - � � \ ! � o o °° , n I � ,l �, �:.�� ` � � lnst. #2018023961 , - �� . .� „_. ,. : � _, \ , . , c„ S82'55 31 W O / , , : \ � `� �,_ `. \ � � � � , ,, . � . ., .. V). �4'� ��'s=�.a`�.�s,��_� � .,, ,. .. �, : � 0 36.85 � � � ; -. f '` 630.24' Z s�.o4' 352.60' i � 277.50 • -- -- - ed�ee�--- - - -- -- �ee-��-- - -- ---�-�-�-��-- -- -- • Glt�n�Falls��str��t L;���' � � - , „ . - -- • o0000o S82 49'13"W ' _ ' . , . . . . S82��7�24��w ` ��i:a:-��C i!_f�!!`��ai"!u�i�C1� �a�(��v�e°c^.,C� !iwiw c',..C� ii.€��,, =". � \ S82°55 31 W 748. 12 5/8"�R. : SCALE: 1 " = 60' � .\�� n/f n/f 30 0 3o so Richard and Renee Ferguson �avid A. Rich Bk 1645 P563 Bk 1366 P89 I Approved und r a thority of a resolution adopted a L6 Z by the Planning i Board of th Ci 'ratoga Springs. �--F`/`,� � io' ; ,� �° �L L Ch�air�p�'i'�'s'dn`' � u '="�;�' Dat Si ned Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing Q licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of available. p� �� �.0��.� the New York State Education Law. �2oZaO �Zrp P:\S\Scott, 227 Kaydeross Ave Ext S16-177\Carlson\S16-177 Scott SUBDNISION MAP S1.dwg V H E ET O� . U z � �� � � � o � • -�.r c.� � � O °�, � Q W � . � 0 s � � o � � o •o ,� � Q � � Z • (n O � c� .� ._ s .> � `� o `''a �. s � ��. � � � o � � � o �9 ��� � lands of � ��� `� o 0 The City of Saratogo Springs � � � � � Bk 1588 P292 � S',• � 50' �. �8S � '�Q =� � ���9 � �F � y O . , � �, � � ti , �s� �'�lc� c'`'�''`` �,y, � I z ,.,� �� �� h? � ,� � v 8" WATER MAIN APPROXIMATELY � \ � � ALONG THE WEST SI6E OF THE PAVEMENT � \ S8j��29 F �s O���? �� ��6 96,• �� D'�' � __ � �s �o NOT31'41"W 5�g���. �—— N86'19 46'E � -- _� � � � S59'17 29"E �� �_ � � r --���,� 9328' 735.35' —� 427' � . , , � � �,n �: �� S 18'48'25„E U 70,67' � Q+ ^ . � Map Legend �� � �-�- - v� N • 5�8" steel rod set with a tag � U1 U " `Ir I ,�� " �u a � � o m a r k e r f o u n d, l a b e l e d q � 0 �,� � � rn ^ ��"i (� e � � � f�l utility pole - - wires � � W I M � overhead � p� � � � ` . . . . . . . . . . . stone wall � � Z � I z - � � � � A oQ � � z � � � �n a•� a 2 � I � � � �,�, Q cn � � ' N82'32'0.�'E ���- � • o o� I o � J a uo � O 150.74' �°O � V � N�N � � � � � � � �� N Buildable W � �. � , (� �� Area Of � � �,ENTER �F� io � � NIo LOt � �J �I N CREEK � � : � ; 41 ,534 s.f. �I � � I � N �r � `� . Z 0.953 ac.) . � I � / '� JC ;�� �'��ry Qj � � � I '`�� �o i' ,��o � ,�. ;�, o o L � �, � � � . � � ��. Lot 15 � ,% �'` �. �,� � ����� ��� � � � 44.477 ac. >� �-.r� ���, ti� ',�'� �°�����",� �-� `�� � S26'S6'16'E �G � �' � 4� I w. . ��, 75.58 F _�� � ,z-0�� � �. , ,�., a �s �: � `'ti �� �;`����, y �`, �� � � '� � �; ���ed� �� ,� ,� � , � � � �� �, . � eed Re�tnc � �� ��, Lpen Spc�ce �� �? �a.� ��� � o � � �, `�` ` �, .���• �� be i ri �rt �f L�t i 5 , so3•4s'SsHw ` . � � � p l 64.19' �; �5'�� 4 Ar�a= / _ �` 4�5.524 ac. -��, , � � � �, � �a � ` o ,� Q� �` � � � � O , � �/ c � o , I � � a � � W � � � � ��o y� � 3 �i � � � � � oo `�' o � C � �t' �`N v� � J � � u�1 � ` � °o d' � � Z O U , I - � � i� d- "� ^ C � N I ^ O � �. �*., 6/4/21 MISC. REVISISION 4?3.02' �� 'u� � r— 12/21 f 20 M{SC. REVISIONS S82'24'S3"W `r N � DATE DESCRIPTION � ��� ^ `� REVISIONS n/f ,�� � ` o " \_, v' Norma Livingston � � �� DATE: March 17, 2020 k875 P504 Z � ��� �� ���"�"���,, `s`-.� � � b �,�,�,., . _ ,.a. : �oB NO.: S16-177.24 B 'W � ' ��Y3 �`��!.� f�?i'i,� � � �s� ��;3Tlc#f �� �� �� 7s�3.45' � a s rg'�`,rn� 4i�, c�'!� , a�. �# ,_��', g ;.im�a�'..�;�,,a a S8531'28"W �� '°� , SCALE: 1" = 100' n�f 50 0 5a �o0 Richard and Renee Fe�guson Bk1645 P563 A proved und r a thority of a resolution P adopted z Z` 2-1 by the Planning Board of th Ci toga Springs. . �--''�'�° ,. �" _�� l G ! � l� Chairperson � ' v' � ��' Date ig ed Unauthorized alteration or addition to a survey Onty apparent easements (if any) are shown . {. map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was ' f §'� � z aZ a o �Z� P B #17.006.1 S,�-,77.2 a violation of Section 7209 subdivision 2 of available. � the New York State Education Law. �° '" " 4 SHEET �F '�= �� -�� k� "� - � :. y t 1 �.� P:\S`�Scott, 227 Kaydeross Ave Ext S16-177\Carison\S16-177 Scott SUBDIVISION MAP S2.dwg ` ,.; ,,,. . ____--_ ___.._.__ � : . , , .F:.t tla� '� �� ' '� , ';," '" .- ..'[:'� � �_ 1 .. , _ �� ; r i k .n., •'. � .,, ., , ' .. , . _. ._._____ - __.--. .. . .... . . . ..V.lr: Y...�:L . - .. • , • -- � : . . .. .' .t S�:�.rt,. :x�� .,,. , .::,� � , ; ; :'r' ��� . _ .._. - .. .. . ...� . S f:".fi 9 �_ �t ; , � - � , _ _.._. __ , � � . , . i ` <. , . ,� ,� � � ` , . r�:ir. , ; �� , , . �-, ,�� - i , -- . \ �.: ��, .' . -- - �-__ . ._ . , ._ � . , � , . ,- • �, : � : . 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EXISTING FENCE ` � ' , / ; , / � Sarato a S rin s . 518-587-0180 . -.� , , .. . , c:. / ` '�,_•', % , i , 9 � . , % / , %, ,. , . ; , , :. � ' : . . ; �;� , . , ` ' . , / . � , _ _ .. ..�,: � . / , ,.- .._. .. ,;{ °, ;, . - ` ; ;, ' : � � �. I�fY 12866 p www. la rou .com , r ��, ' , � , w : / ; , / :� '' . -'� -' '" ' '.:'/ : ,�` �� . �e 9 P I•_. , �.. , .. ,. ;: ` ; ' � � . ,. ; , , , , ,.. / � ,;.Y_�����:�v::x:,��>_,v��.z��:�,;� EXISTING STONEWALL . .- ��. � ,.,, ;, � O .- - � :.i : / �" ,: .- - ; ;; , / ' �� I EXISTING CIJLVERT ; .- : \.� . . 1 , - _-- . ... ._ , `� ,�\ . � �. ����` � / � , r / .�� � , , , �� . , � � � / J ' / / • \..'' S03'S4'09 E , . , ; ; ., _ `F7�,_ � `L ,,�. � , �' _._.__......... _.... _...... i , � : �.,�,�� ����;. / ' '" : / ' '� � : ,' � � ;�`: . � so.4e' OVERHEAD ELECTRICAL LINE Unauthorized alteration or addition to this ` � ' ' �' - , " ; � �. - �- .: : ,, ,/ . � �-�-� .\ � � . ��.• '�� ;/ � �� . \ � document is a violation of Section 7209 ot the � �. � \ � , , `: - : ���':� / . �// :�; � \ � / '/ . ��f�..�.� - / °� �, � /'' ;% , ,��. ,' ;'' < �, � New York State Education Law. ;� , , _ v..N„ / .' . - .- /:'� � ' � / --` ' ,, ,� , �.' ._ .. , . . . ,: . .. ,„ ,,, , ' ; ' : � ' , ,� � ,.. / � INTERMITTENT STREAM : / , ,� .- .,�.�a � � � ' � ' / �' � d ;. i �r` ; "x� .', ,. : , : ,�- : . . / / .. .' . , i .- : � � : ,: � - .._,� ,. . : ,� . , , : / ; �� � .� ; ;' � , . ;, .• - ' i , i ,: . � '.' 1 E: --�-""'_ :: . ,. ,.� , , ._� .. i Q . , , , , . : : �,. .. , . \' \\�h�J�r��r�' ' f\ I . a`t;8:....__, „ r . / , , ,- _ . / . : 6 ., . , ; : . . . P . � . � /, . , ...� _ .. ___ _- - : , ... ; : / /.. � \• , S05'S8 4 ,,... ,. ' .. _ - , , `L .:.. . . ,. ; . � :: �' `� �, 164.31' � _ t'� ; . , - . _:.. : ` , �' . / r � , . �. ; , - /,: ,"� a . --- ,- , �`.. ,. / ' , ; ;' � %_• , ;>- :� .: . � \ •�' , ;' � _: ARCHEOLOGICAL PROTECTION ZONE �the LAGrou 2014 ,./,., , �,..:..::, , . � ,; , i , �.z: � � � � � `\'\ ��� :e, t p ,, , , , ; , , , , . :' . , / . � • , . , / , : , ;. , , � , ; ; _, �' :; � ' °' . � , , , : . � � � �,. �.. � �._,...�.. , :/ ' , � o -' ; ;' / .; . i��,..;,. , , \\ i�, .. .. . , s� -�P s o�Es<Za io i � � _ , � ,. i : , , �. ._, � , , \. �.� :� ;, , � ... : . ; . . � � , , . ; r ; " . � .. . , / : , . ,�.k\e_.. ,. . �� � . � � . ;� �., , . � � � � � } , � . }�: � ,�'� : ,. . �.. , . \r � \ �:�i/ �. u .__ _""... ....... "" ,-��, iL` ; . : . � .� . : I : ,i., �, ,' i __ _.. �f ' : , ,WO D�D AI��A.. ; : ' .� / :' '..., ; ; , . ,;:� :� �..;:\ : � . , F� �, : `� Pre ared for.� - ��' :� ;- . -_ .�_.. ,'� , , ,. 5p , ,, , ; , ,' ;�' ' . �� . . ;," \ .� . � ,. _ .�. ..... .:�,. ��:'' .�, � ,:�<,, � �,. P 1 . - : t `l. : :. � . � ,. � - , � ; ;: a � ;� :. , ., .�,.. .: �: :� � , \. :�: - JURISDICTIONAL WETLAND ; / 5, i , , � � �!� � � �, �, ,�� �, ?�„, `; � / f � / � �' � \��. . J � • ,� �. ; .. ' , ; , F .. , , i \ a :� , .: - : ' ; . . , , ; : ,: r ", . ._ — ,' I :� ; �; � �, , :�"' V �Cl ,; � ,= �.��, �_ -- , , � , ',,�,; , . .-- ��Q , , , 227 Ka deross A e. c. , . . � ; ; , Y , -: ' _ ,, J ; ; , �.�\ \ : - , , -' -' �( � , , ;, ,., ;.. : .. ; � , ; _. ._ � `; , � ACOE JUR'ISDICTIONAL,''WETLAND � ,,, /,; ,; - , f / ; ' : ! /. _ ' .:�� ,' / :• ,... � ; , � , , � \ .� �� .� -�`,` � _.: � :� . �\\\�t\\\\\\\, � % � o � % � . = ..` � � _ --,. I , \ � - � ���������������� 100 YEAR FLOODPLAIN 43 Edgewater Drive ,, . �: .,, ,/, � ; \ , , �o / I: � �, ��������"`��� , ' /`ti ; - „ ... - � � - I � �:�� � �'� ' . . ,: , ,. , ` '�, ' % ARCHEO ICAL ,� ,- ,. ; . , ,, . , -. ,. .__, i ; I � � \ .� -�..,� : ::'. �� ► 0 A ECTRIC Dunedin, FL 34698 ; �L'E}C� _ i / r / ; , - ; ; HE D EL AL LINE . ; ,. ; � , � : � � �� ��� ` ,,. , ,.: , ; , , ;_.:..:� -- , ; �: PROTECTION ZdN� � \� . �� ,, � � � ' � , , , ; � , , : \ . ;. < : . � . - / ; , : . ___ - � � . V�R , � S ;�;` ' - ; ,- � , ,' %,: t,�0,,' . ;, ` Sia'� �� � .. ; \� �v .. STEEP SLOPES (<20%) .- ., . ; ; '� � �' / -' ,' ,� ; ,, ,; , `l, " __ ' �- :� �, � ... .. STEEP SLOPIE � „� EXISTING STONE WALL ' / ' ' , / � � �b: � � . � ; � `:.. .�,;' N • i ;' , \ �,� �..� ' ; , ' / ; , / �, i , i . . , T � , >- � � , , , .- . , ,� ,. � �, ,. �_ t? � � usE . . . . , l ; - , \'� , � � . - - EXIS IN ; , � , ; p � / , 2 i`, I _ , . i , , � ,; 5 I .�,_ . \ \ . : _;, ,,,., ; I , , �i . _- - , , , '. , - _ .ax�.:_..�.�:..��x�� . ,- .. . . . , , ...1 , . . _ ax.�a . _ . ___ .. ` .�. o ; r.�� _ __ . : , � . . , ;� G Ht� � - ; - ., ;; ._.._ , i ,� _,�; .� �<. < , ; - x __ , . . , , _..- . -� ,�, X_-X—X - .- , / � � -� �, � �.�� � , KeyP/an: � � � ,. , . -' / . , �' ' , � � �; � e�� ,��,�; , � ; , : . - - __ ___ _ ;, , ,� . . ,, f _ � , ; , / � � `� '�/ 1 , . �. . . �� ,-. - . . i � / � ' � = �;o , . 30 60 120 240 __, , - - .., ; : , ' ; : . / / ;' C� , / , . ,. , � ' � �� .M �,•' GRA�:� O , ; > �Sv. ; \`� •� ARCHEOLQ�ICAL\PROTECTION ZONE �. EXISTING FENCE ' .; ;�" , ,; r; ;` ' / . � � �ERMiTTENT_SFREAM ; � � ; / , ,��� �-. '�`L ,.. O�LO�IC . . ;: i � ; j , ��.. 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PRIOR TO CONSTRUCTION CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH , : � ,� , , ,i , , , , �. �• ; ,. � � �.. � .. . ; \ , , : �, � � , ,: , , . . , . . ,.: ? � n .: �. . ,. , ; .� ,. , � � � . . ._ � , �,: .. .: ,:� . . �::.... ��� � ,. .. .,: ;� � ` \..... I •,,`\ . � � .•\ .� ,. : ,: . ��. � .�` � :, , .:� � � .__ . ,� . , . ,,. OWNERIOWNERS REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLE , . s , ; � , � .� ; � .- , �,. � ,, � , �. , \ :� , , \:, p :, ; :.. , � .. � ,^� . �, ,. .� , \ .: � . ; %' ' := :- . � - � ,•� , �:; ; -�- PERMIT CONDITIONS THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. � . . ; , , E� , , „ <� . z , , . . � � , . �. . . . . . , , ; . : � . .� ,. . � �� � �.:�r . : .,` \ 't`, _ . . . .... _ '�. ,. . . , _ 1 . \ .. � .. � .� �� � �� ,. , . . � . � . , _ �. . � , . , , .: ..� � . . r` � \ � � � � ;� , . ,. �,i , .. f . . . >. _ . . , : ,, � ,< ;, ,, ,: ,, .. 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J . . . . l7 \ � � i EX S . ,. �� � . � �' ',\ \ � -: -� � � . � . ... �... :� , � � . � r ~� '� � � �' �.� , � �. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. F-- ;` "' . . ;.. w w ,�,�: , , ; ,., " , ,. ` ,, r,� - ,�,, .�` ,.:. : ,. , ��.; � �.. � :; ��'_;_:: w � � � � ��� � : � `� . ..� � REFER TO PROJECT PLANS NOTES ANd DETAILS. w ; .. . , ._ , . . , �. ; . _ _ `,. ,�.,. __ ,, ._ �,�'� _ _.... . ,' , , `" \ : � � r �� .` ,,� . cn_ cn � , � ,. .��� ; .� . .3: , ; �:. :. �� �� � \`. . .� � � � � ,: � �� � _ - � . , _ , , , � , � . .:� : � � .: � :F� ;, w w �. ; <<�` � �, � � � ,� �. " � ti 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH .. ; , z ' .. � ,� ' � .-� � ,� � � I'. z � - ,. . � .F,'�, ., ,;. \ • �. ., � � .: �,. �, � ;,� : ,� � • ; ; ;• ,: a �. �. ,, �„ , � .•� ..-� ;� ,:��> . '� THERESPECTIVEUTILITYCOMPANYANDPAYALLASSOCIATEDCOSTS. _ � r� . ,. , , � w. . , . .: � . : � . , '� .� ,\ c� a � � � �` `� : � .� v ' ' , ; ; . � . . . . �., � � � � . r .: , ; , , fi\ \ ,\ � �\.\ ,% � . :� ;' � '�.. -� Q Q�� +a�.{ -. . .,� ._ . � � . : . :. � \ .. . .� -' '.+ ' . , i � . -s.`,.... ..� ..F . ... ; : . .. :.\. ' ... \ .'� �� � � •,.'\ .' '�.�� ' t : � . : __ , _. _ , � ; : `� :' �� � � .� :. �.� : , � ,� � , ; \ : _ , . \ � . ; ; � �� � � \ - .� �e,r , �, .;.� .. �,, : � .� �: : PROTECTION NOTES: � , �� ;� ,. , :\ \. � �1 . . :� . . . . ; ,. . : .. � t � . , : : �, , _ \ , \ �. . �.: \4:: �;; . � ,: � . . .- . . ' � : . . , , � .. ,, . ., , \ �,_. � ti. �����,_. � :. .- ,. � :.. � ,.� ,\ � � , : �. .�� .. ,. ..\ : � � � 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO . \ -. '\ .,- .� : . ' . . � . �'_. : \ .. ,:' \ i.. � ,.:�.. .. .�� ., : . . : . ; � .,� ;:�, . �_ ,4 � � ,,, . �,,. : ����. '�� � THEIR CONTRACT OPERATIONS. ; � i �� �` :` � ;° � ' \. • , �XISTING OVERH�AD ELECTRICAL LINE ' � , :�=�M: ' , , �� . � � � � � : . __ `.i\ �.. � ,: � ���� ,\ � � ,. � ,.� - y � �: ,� �, o ; \ , STEEP SLOPES<20/o >_ .' �,"�, .� .� , = .' , f ` ,- ; , � �� :� � � -. .. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES ,. \ ; "`� ` � .: _ •�.t ; . . �,. \�: ,. .... :..�� ; : � ; �,, . ,:.�._.� �, : � � _. � :.� �—; `�,.....; . , � � : . \. ,, �, r ` � .� ;,^,. ,\,. �\ : \ ,_:� ; __ '� EQUIPMENT, ROADWAYS AND DRIVEWAYS. , ' � � _ ,� , � . , , ,: , . , ; ..: .�. � . ra. � � . , ,. �. � ; . . .,. �; , � � , ', � - . ,-, :� :; , ; �, , � ' . \� _ _.__ ; : ,_.. \ � . .... \ �, , � .... ��` ��� :� > �� I `' \ \ \ �� 3 R SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, �;, �_ ; � . �.,.� _ l __... . , ; , �- �� ��°<�,� �'� : < ,..' � ` `��: ' FEONCES AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH ___ ( ; � , i ; ; , ,- ,� ,a ; IS G HOU ; ' ' ,,: „,� ; ' � LEMENT TO PROPERLY PROTECT WOR QUIPMEN ERSON ND PROPERTY FROM ` �X TIN SE ,-� �, � ;� , , , � , , NYS SUPP K E T P S A °���" = � ' � � � � � DAMAGE � __ _ ,�:�� , � ; � . ,: �,. .1 � � � �,-'�..L� � �. v' � � � � ���� � � �� � ARCHAEOLOGICA�� � � ��, �� � ; �� �� ��� ..�.��..<<. : �.,. � , � r. .� ,. ,.t_�� ,� ' :�� �..' �� � E � � �� � � �-- � ���� � �� PROTE �TI ` ' � � �� �� �=��°���''� ,.,.-�-'� `• �`-"�-� '�� 4. BEFORE ANY CLEARING IS DONE,THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH :,_ „ � � ��� �� C ON�ON� � � �� , ...� :,.,....� _ �: . _ ; ,,., _ � ,; � _. ,,. ' , __ :�.�� .. _ , . ,,. . DO NO ,..: , ,. - -- � + ; ; : � �,. � . ;�� ING W OUT ER DING OF EXISTING CONDITIONS TO BE P ESERV�EDP ,. , J _:.\ : , ` CLEAR NDSCA HE AR AHG EAR U�ND ENSTANTRE , , , � , , - , i ; ; � � : ' � ' �: , `:. � ( � �,�;� � `�',,l �� �XISI'ING 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS � ;GRA!/EL DRIVE ��f �� �. � ;'r -�-, `' ;? I ' DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL,AT A MINIMUM, �� ��%. �� �€ �.� ' _ ;._ ,. . . � t,. , ;_ ; �.,_, , :___ .._. ....._ .� ,_; :� �:__� .. ; ; ; ,� .:: � ;;\, `� .. ; ..._...., �,.. �..�._. .. ..�, , . ,._._.: : , i. ., �:. ;r ..,. ' ` .� _�- ; : ,. : ,.. ,._,: :-., , ; ; . .,_ , . > S ECIFICAT ONS.�VEH�ICLOES SHALL NOT BE PARK D WITHIN RH�E RIP L NE OR WHERE DAMAGE MAY �: ;�:� �..,_. ...; ; ; ; F�; `\ ; ;:, ; . ..� \ _.....- � � : AF�HEOLOGICAL PROtECTION ZONE �;_. __ ,`\ BE A �F / ; RESULT TO TREES TO S VED,AND CQNSTRUCTION MATERIALS SHALL N�T BE STORED BENEATH ,a< ,,....,:. �. '� LIM�T��F WORK:/ � ._�e �� ,.� � � TREES TO BE SAVED. , , , ,- _ , � � ; ; �� � .. , , , ; ,. � LEA �.. _ ,. ., � ' T OF C RING ,�; :� ... .` ; , , .:; `.,.. � ,..t,_i•„' ''� , � . [ . ..v " � � \`�. 1 `t.:..\ ,,. �,• r• ' `:_- 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL ' � P � ct Tit/e. ;� ! =. :.. ; /� �,�:� .' . . ::.� \ . �' (.:::: � �o'e � \...:._.. , � � _.: . ++. � RK PERATI N ` � ` � - BY THE�WNER S REPRESENTATIVE PRIOR TO INITIATION OF SITE WO 0 0 S � �;> � �. .. C � � , . � � �� .;\ :. ,: : , , WOQ�EQ AREA' ; ; \ .. ., \ , . . . . ro ve East , . C�JUF�DI :tON�-�IV� ,1��4�,A; ' � 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE Kayd e SS A ` �,...,_'` •';� , . . ' � \\ �, :� ,, � � � � .'��'` EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL / � � ��. � � / EXISTING h, Conservation -" ; ` ! � 1d � �� � � ;\ BARN � " ABUTTING MATERIALS ARE INSTALLED. , , ' u�.� . . ,� � ; ; , _ :\_ � �` �. �„-:= ` �` �,� �� Subdivision %�, � �anc �ocx� �ocx—� �. _;�. � ' REMOVALS NOTES: � , `� ..�: . % : ; , '. ,.. �, � .... 227 Kaydeross Ave. East �: , ; ,; ; ' �..,.,_,...._ -;_ _ _,. _ _ � �- 1 NER'S RE TATIVE Saratoga Springs, NY -. \ 1 , ; � , , , ,., _ 12866 ; , STABILIZED CONSTRUCTION ----o �'; I :: . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OW PRESEN s: ENTRANCE,TYP. �-$'� �° \ � ,` ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE.ALL HANDLING OF � � , ! A-, � �.;\ ' . � : '�:, _ ; _._^ NER, � , �, �, � A RDANCE WITH ALL LOCA , OUNT , TAT , EDERAL AND ANY OTHER APPLICABLE REGULATIONS. i\, _3 � . � � _ � , IN GCO �.,. _ .� , � � ...� � ... _... ; _ ' , \ _ �, _ S LT FENCE,TYP. ` � ` ` " L 8A � , ,. �� �r.. ; ; .. _ _w _ :�_ � __ _ , , L C Y 5 E F LIMIT OF WORK/ ;;,:. d _ ? �.. _ �_ � _,� .;� � � .:y,-�=-=-�- � �_ .. � � , _ � _ ; .., _ .., -- _ _ ; ; , .,. .; :, ,._ , ' LIMIT OF CLEARING r ...... .'< ' I _ ,� _ ,. _.: . : ,_ : ._.._ `� 2. CLUDE BASE MATERIAL AND EE,;�y\ ; . �>� - d '^�;;, ; � FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. ��>���n � � < :,.; .. , _ . t. >. . : : _ y � ;�tl _: :�� :�..��� ; - � , �=, ��' ��¢ �e. �`�. � ALL ITEM f _.. , �;.:� , ,..,,...;� l __ ; i. .. ti ':,� .:; < ; �, j .., e� i�'`J` ` �:'' ::�. . . -.� ........... . ......". -- �� :. � �, ,,, .. i ._. :- � � . � ::, , ., .....�..,...:..: � ._ � .;._ . .��� .._.... .. _._ �._.... � _.. , :� __ _ � _ .., �` `� ,.�,,_�.., `;< ' , . .. ... _ _.. ` 3 PILED SHALL BE CAREFULLY REMOVED AND O .,::�� .��, � � :.: i _ �i�, s. ,: . , : � °�,. :�;, , << .�... ��_, ,. ,, a � � r. ;:,.�:; V �.� ;1 ,_... .;-_ ; ':... : - , � ,. / ; o ' -- --- ��,<;�" : �� � - '�� � :..._ ;.:; € ,:' ` STORE AIS DM EIC EDABY�THE�OWNER'S REPRESENTO TIVE.THE STONE WALL SECTIONS REMOVED TO 7�, "�' ���'"a . �. � _ x_. __ � � � . ._I ..� __..; � _ ___...__ . , _ , _ , ..r� ...._ __ ._.,'v ' . __.. _..... `; 1` ; - �� _ ' _- - - �., ;�� ,_, . , , ;� � ..' '', FACILITATE NEW CONSTRUCTION SHALL BE STOCKPILED ON LOT#1 TO BE UTILIZED TO REINFORCE c� ��E, �,� � _ � ___ _ _� i...,�_N.. t. ; , � . _ __ � , � _ �; "' �" '` � S G S ONE WALLS THROUGHOUT THE PROPERTY � � ' , �„ ; ; ; `, :-. . � � EXI TIN T �''",� : , , . , � CHEC�(DAM, ��P. ,.,,� \ `, \ i \ ,, ` �,�ca . , , < �� _ :�.�.. i . � __, _. , � -.. L-8.3 � _� _ �J3_; �. - ._ .� :� . , , / _. , :.. , ;� a �.: ' :.' ` �d,c � , , ; ; , � - � �-, -.�.. ,� � � - - ' ; ; '� 4. TREE, SHRUB AND VEGETATIQN REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF P , _. ; . � � � � , � � ; :, �. ��FE55��� ` � °� � �� �' TREE CLEARING TO FAC,�,LITATE ;- - � ; I: � ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS,STUMPS, _. e,_� � � ,.. . �� b� __ ;;, < . ., ; __, , 1 . _ :. � : ; , :, : � ,:: ::, � --- -- .�� .. _�• > :. CONSTRUCTION AND TO�E�IT€ �- � � :��- � =�"b �' : ` ��' ; VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES � �� � . , w _.. ..: , ��� .... a�.. � .-.. ... . .. :.:: i " . . , . . � , ,.:>... ,... ,:: :. � ., '� �:; ... 1 , .��'" , . � - _ � - _>_ °�� =: : I �` - '" .:� :.-:..: _ �`± IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. j =. : d J \ VERIF ED . , .. . ; •�.; ` :. ._ _,,:,.-,.., .,,,,., , _, ; � :. ��� . . ; <,� � _ .... ._ ,.. . -. � �` � L �'t Project No� 2016109 . f,. _ \, ,� � ��� .�. . . ���_,_;,_.�..., � ; .� ,_:� � 0 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING Desi n: DRC , � � � `.. g � �� ;� � � �, ; � ��`��"��� � ;.__`� EF RE MMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED � • � �..r .�...��... �>. 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F� : , .------ _ _� � � � � , ,, .� , - ,._. �� ; �,.__. , :�.__.: �`__.., __.. _ :,._. . ,, : / � \\ � 0 EW YORK STATE REGISTERED SURVEYOR ENGAGED I � ;,, . :/F ' " i ID UTBYAN ; �� , .� �,, � `� �` 1. FORMATION SHALL BE LA �� " ' ` BY THE CONTRACTOR ALL LINE AND GRADE IN i v, ; �,. �\ ` `� PARCEL LOT SIZE , N� I,� �~t � // � \�• ` . ' � '`__ i .' ._,� i � 1 , . .._.�: . . ` .• �l � �,._ NUMBER LOCATION OWNER NAME (ACRES) L`_�, • � ` � 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER S REPRESENTATIVE SHALL BE ;I ,; o / �.•�`��° � ' �; 179.-3-19 CRESCENT AVE SUTTON,WILLIAM L �2.g2 NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE i� /` � PRIOR TO CONSTRUCTION. � � �° 179.-3-29.13 I�AYDEROSS AVE EAST CITY OF SARATOGASPRIhJG 29.15 � ('� F- H '�, ', ;�' = i ` I 179.-3-29.22 249 KAYDEROSS AVE EAST MCCLUNE,IMLLIAM 2.43 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHIGH THEY ARE MEASURED � ---_-'`\` :� / ___ � � � UNLESS OTHERWISE NOTED. �� � 179.-3-29211 CRESCENT AVE SCARPINATO, FRANK 13.35 z z '' �...- I � J J • , � F���;-�,°'' 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TU FACE OR BOTTOM OF CURB. ...__.-. , = 2 � �; 192.-1-37 KAYDEROSS AVE EAST FLANAGAN,CAROLE J 119.42 � � \� 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE g � i � 192.-1-39 KAYDERt7SS AVE 227 KAYDEROSS AVE INC 44.4$ POSSIBLE LOCATION, PROPOSED PARKING LOT AND ASSOCIATED TRAIL SHALL BE ;' ,; � ..,...-� r,, , � CON�TRUCTED AT A TIME WHEN CITY OF SARATOGA SPRINGS PROVIDES PUBLIC 192.-1-�.2 215 KAYDEROSS AVE EAST RICH, DAVID A 2.05 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY � .... :./..: ACGE�.S.THE FINAL LOCATION OF THE TRAILHEAD PARKING AND TRAIL SHALL B�' , -����' ' DETERIb�NED BY THE CITY OF SARATOGA SPRINGS. THE LOCATION OF THE �g2.-�-s.�� 191 KAYDEROSS AVE EAST FERGUSdN, RicH,�� Z5.50 THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. /� �� �� PARKING;AREA MAY B�,MOVED OFF OF THE PROPER�'TO-TA�<_PARCEL 179:-�-29.13:' _...,__..._ ...�... _....._._.-- � _�, . . ` ' ` r- ' 179.-3-31 241 KAYDEROSS AVE EAST TOHN, MARGOT 2.02 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR Y ,, , __.. (RAM�DILL PARCEL�'WHI�H IS OWNED BY THE CITY 0� SARATOG�A SPRI�tGS. FUNQS •' ' � �.-��- ' <,' ; APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ___..__ HAVE 6EEN.,PLACEb IN ES�ROW FOR THE FUTURE CON�fiRUCTION ���HE TRAI;L : _. _ , . AND PARKII�,G ARE�. � 8. CONTRACTOR 5HALL COORDINATE LOCATION OF ALL UTILITIES(LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ` �, ` � ^\ �� �; ETC,)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FQOTINGS, TREE ROOTBALLS, /, \'� � � ' -------� TOR SHALL REPORT ANY DISCREPANCIES TO OWNERS <. ,.--__.: ,. . `. ` ' ��� � I REPRESENTATIVE PRIOR TO CONTINUING WORK ...---- � ; \ ; PROPOSED LIGHTING , . . ,� � ._. , _., � � ._,.� � � _�. � , - , �_.� � , l� \ � 9. ALL EXISTING UTILITIES ARE SHOUVN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ...__.... • .� � ... _ : ` THE VERTICAL&HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. � ' , � ; _ , � _ , � �� .��- . . �- � . e , , , : . , : ,. . � ,_._ _.... .`_._ , °I ; . ,, ,, ; . � . �. ... ., ; ,�..__-'�....-�,�... __.._ � : ��__:, `� _ .. ... � I PROPOSED TRAIL L-4.0 = , � ` F. ,. ,.. . - ._.. �.,_ � ' _.,_...,.._..__._._..:_............_ , � �`� � � � � �����` ��� �� �� �� ��� � � � �� �: � � � -` �� � �', . � �"Y� ;,: ,,� �J f �� : � � � N - �.__. � ;� 5 ' °;•`,�,.rc-�, , �� ;� Y TRAIL SURFAGE TO BE ATURAL • ;; "� :_ I <C ' - - FLO ITH 1"OF ; . BARK v-,, _ �� `, _ r�� � W ',. �. / .. - ::.. ; �� � � .._. _ .__, ' , ' MURCHT , .. .,,._..., ��, : ,�_ . . W •�z - ;,__�' ; , � .. �. ��:•° - ARK � .; ' 1 ; ;__ ' - SURRACEIT�O BE FI�LLED WITH B \ _ , , ^ \' ��� �._�' � � � MULCH TO CREATE 6'-0° EVEN � ._. . � 6' �. ''� - ; _ �`'' - Cn - SURFACE �' , ; - :�' �, � ,� � ; ;�._ . '' �� ' = -- -- ' , _, _ , DISTURBED SUBGRADE ProjectTit/e: t � _ � `��-�- '� � 227 KAYDEROSS AVE. EAST � � ':: Q UN �.,, ._ �,v. E t �; :��� ;� \; � w ' TRAIL SURFACE - BARK MULCH Kaydeross Ave. as PROPOSED TRAIL 1 ` SCALE: NTS SIGN L-4�2 ��� � \ � � � � � Conservation ;r.,: . �:.� .,�,..�,:; .��.., r .. ; _.... , , � 1$' 24' . ��._._._ __.._. ` m �-� - � ± � ' Subdivision ACCESSIBLE PARKING,TYP. 11 T' � \ C� L-8.0 ° ,., .� -� f � �� / 227 Kaydeross Ave. East 8 - . . - . - - � - - � - - - � � - - - -� g PAVEMENT KEY 4��STONE DUST(CRUSHER FINES) Saratoga Springs, NY 12866 � ASPHALT PAVEMENT, L-8.0 �: � �� �R5' � ' L-8.0 TYP. � cr ' �� C� � .. GEOTEXTILE FABRIG E � `V ~ ' '' � MIRAFI 500X ' � '� �� BP =0+00.00 '�:,� . . '.`r .:''� - . . ;� :r ; TRANSITION 6 � � R5' � �� r. ` � o CURB,TYP. L-8.1 r . R10� L1 _ � ' �� � ,, ;.. . � ;, . .. ..:_ �'� r� ti PT=3+74.09 � ' � Rli._�� FAf�M LAM1tE . � � ,� - -��, - ' �.�rC.p� �E� Y � .. � PC= 3+ 8.7 �,� S F3 4 ., r.� . _ _ y�` �'"� � �� 1�Qp . �� __��� ,, � ����� � - ��oJ��-J,�� � � _ _ �OQ' ' ...._ , _ _ , � � .;.,�_ . +Q - � . ,.. . ...._. . . . : -- -- , ` �� � � �` R9 tJ' � a _ _. - � � �� ,.: _ . _ � � < . �z„ � . . ,.. ; o {� ': _.._ ; , - �� C2 SUBGRADE COMPACTED T0 90% r � ` w � ��,,,�,,,�., �*�� �'- ' , ' �$2 DECORATIVE STREET ' STANDARD PROCTOR � ° 2 � _ ,; , -- _ _ _. � w ---.�._,._, , ' �-2 � PC= 1+68.49 LIGHT, TYP. c� C� } � 7��� �-�----�---� +(�C� ' ..�-��-"°"°"'" R`O� � ,�01339 �.2` / f � ����� �'°� 6 TRANSITION 2 TRAFFIC SIGNAGE, R P L-$.1 CURB,�P. L-8.� P T RA I L S U R FAC E - STO N E D U ST OFESS�o� '' � ,� TY t � ' � � i : 12 SCALE: NTS � CONCRETE GURB,TYP. INSTALL CURBWG,REMOVE , FIRE PIJMP TRUCK L-8.0 WHEN PARKING LOT IS MANEUVER Project No.: 2016109 � CONSTRUCTED ' I ' Design: DBH ASPHALT PAVEMENT, $p � �"����'��� �' `�.�-\. � �' Drawn: KLT Ch'k'd: DBH L'U.0 � A�a� F \�' �"\� � � `� i ....� \ � \P i � ��� TYP, �� : :�: �<•�z � :' �.��� ����.'���� �..�... . ,�'�,�.�������.:����,.. Date: 4/8/2020 Scale: 1,�_50' il `'; :� °�i� :���;�:.; °��� {$ �� NYSDOH Rev. Description: Date: ,� �`�`� `�" "\�"F � 0."\�' �� 1 QTYCOMMENT 7/10/2020 \ 2 CITYCOMMENT 11/9/�020 ,.,-, ,,�,�, ; = � , 3 CITYCOMMENT 2/18/2021 ��� � \ ;�. �_.__.... � � � 4 .. ,I MYLAR CHECK SET 3/4/2021 ; �.,: ; ,� I ; , 5 L07LINEADJUSTMENT 4/29/2021 �.....-.` - . _�' , __._.... , 6 CONSERVATION SIGNS / 7/ �,tE,W�'C)f�K.S7ATC C3�FARTfi�1����F�t�}'';�f�': � ' Glens Falls District Of�s�� �, , . `' '��� �� .n � Draw Title ;, __.._... _.__;,�-�;>._._.. ' ��t�r��fir�t sh�et f�r aPpr� „�9' d �C d�w r� . R10' ' �..__.__. __ -��.._ .° ' ` � �__� \,, _ : : -� __ , _ � ; � ` �' � , ; , `\ _.._ �����a� � _.... . � � � � � � °�� -- Site Layout Plan . .� ` , I � � ����a r ����:� •� ;'�;_ N �,.,� �, N �_ \� ' I �,,,, Planning Board # 17.006.1 D�awingNo. R10' . , ; , � ; ,� �,._., i , .. .__�� � j �.... - �., .. -_�. �,__.._..: ; ,_..�, PROPERTY LINE , �'` ,� - � � `�..�.�___. , ;', ,� � �`..� #' es �on ado ted �.� � :. _ � .:..,. ..:� � : ; ; ' Approve . nde a h rit of a r olut' p , �� �� � �..�,::��_. ��._...... �� _... I � - _..._.. .� �: _� __ - �� �, a �, . � � � L .� : . �'��` �, MATCHLINE, SHEET L-4.0 by t nn� g �a d� f t he 'ty o f Sara toga Spr' gs. ..:- � � . � � � � � � � � � � .� � � - � � � � � � � � :,� � � ,�� � � � � � ■ . irperson \ ', �y\ MATCHLINE, SHEET L-4.2 Date� �i' W ed ��i�.f�- �/� �' . . ._ ��� a�� � �,,. . �� . , .: ;.,,__.. ;_ >� _, l LE END _,...._............... __ ....__ ;� PROPERTY LINE_....... �.� ____________. � � �.. , _.� �_...L� `. �._ : � "�,.�.,r,__..._.�. � � � ; �� �� _ .�_......... ....... __._.�����.___�,�..._.;�_.____._, ............ .___.____, ( ' 22� � RIGHT OF WAY RESERVED ���� PROPERTY LINE PRQPOSED ASPHALT PAVEMENT FOR POSSIBLE FUTURE Th e LA G ROU P ��' �� � CONNECTION TO ���;��a� NEIGHBORING PROPERTY � � � �� � EXISTING TREELINE � ��.... , �' � c„ -- PROPERTY LINE Landscape Architecture�.Engineering P.C. "' '" �`�_ �� �� '� PROPOSED TREELINE N �•�,` � . 7: _� People.Purpose.PCace. -� � - � � - � - SETBACKLINE , . -�_--1" .` ->�.���, . � . . _ . . _ . . _ , , �. . . ~����4'-�`=A`�°����~u�:.==������=� EXISTINGSTONEWALL 40 LongAlley p: 518-587-8100 4 � R10'-�'����� `� � � Saratoga Springs f 518-587-0180 � � � ���4 f 14 RILEY FARM LANE - - - OVERHEAD ELEGTRICAL LINE TYPICAL HOUSE LOCATION NY 12866 www.thelagroup.com '� � R111.5' � � � � °' ,,� ��fl �;.`� '' � W / `<;: ���, � INTERMITTENT STREAM Unauthorized alteration or acidition to this Z � , � document is a violation af Section 7209 of the � �4 � �� '� � ��� �� NewYorkStateEducationLaw. O / � -...-.- -.---. WETLAND BOUNDARY � PROPERTY ID NUMBER � 1 ��� ;�' � / � � O w /' ; �j �� .�� � � � I : ' f � � � �. � ---- -- -- ---- FLOODPLAIN BOUNDARY o the�A Group 2014 � � � SITE LIGHTING � / � � � �., :., PC = 16+81.88-: . Q� i,,'� � \ � 10 I � � Pre ared for. . 11 RILEY FARM LANE � ; � ,�,- ,� � /= � �. A O ARCHEOLOGICAL PROTECTION ZONE / ', , � "�` ��,�, /. � � \ ,� �..,. �_;:. �;�>e-,� �-- SITE SIGNAGE 227 Ka deross Ave. �f1C. � ` � � DEED RESTRICTED AREA y ��. �� ��PT= 19+2 1 �;��' �. �, � � ���.�� � �'�� g �� � �.� � � SIGNAGE LOCATION 43 Edgewater Drive �. \ �, . � � J fv, �� \ � \ � ���, , � : Dunedin, FL 34698 /� .\� �'� `�,a.��`. 12 RILEY FARM LANE \ �� / �� q . ::��'�� � \ \ I / \ � / �� �� / � � / � °��� . � O � � 50 0 10 20 30 40 50 O ' � �� , f� ., 13 \ EP= 19+73. �1 � �/ \ / �� � � � � � ��, a�< 4 �' �. � � /�� SCale: 1"=50' KeyP/an: r / 9 RILEY FARM LANE PT=15+11.80 �' ,�`e� � '� 10 RILEY FARM LANE \ \ � ROAD ALIGNMENT , . \ \ � 1 i �o .� ��' ����" �•� •,� � . ' ��� � ��..\ .� 15+00 � ss �� Number Radius Length Line/Chord Direction � ` � �i ; / �� ��� � � :� � ��� . �. � . O . \ � � ,. ,. / � � \ ` � / L1 168.49 S84° 19'22.06"W ,� , ' �--I � =�, \ �� � �:� � / / � � �� � � � ':' <<, � � � \ � o C1 800.00 205.60 S76°57'37.16"W � . � , .. , � �' � ���� . �'� . ��� � �' � � , !' �� Y � 'i� � �\ / \� :" / � , ' � 5 w w L2 24.64 S69° 35'52.27"W :I, __... '(, 1 �: . � � � �. FIRE PUMP � \ / w w �' ,. A ° . . ' � ;r' � � � \ TRUCK � � ��� � � C2 800.00 539.40 S88° 54'49.68"W L �----- `: / / � MANEUVER u.i ui - �� � � 7 RILEY FARM LANE � � Z / � . � � , _ = L3 95.56 N71°46' 12.91"W ;, c� (. � \ $ RILEY FARM LANE J � � L: .� � �� �� � �0 � �. �. /�� � � � C3 25Q.00 478.10 N16°59'01.27"W � � ^� / 6 RILEY FARM LANE � � \ � � � � � L4 170.08 N37°48' 10.38"E � � � � / 5 /�� � 12 PROPOSED PARKING �OT , C4 51.00 240,33 S82°48' 10.38"W � ! _ � O � � AND ASSOCIATED TRAIL �/ � '' ` � - � � � . . _, : ' 'r � SHALL BE CONSTRUCTED � _ ..- L5 51.00 S52° 11'49.62°E . . _. . _. ,; /i - _ ° �� v � � AT A TIME WHEN CITY OF ����� � ° � , . _ . . _ . _ � _ _ ' � � SARATOGA SPRINGS � . . _ . � � : _ _ - a� � `�� � � - � I ; I - � PROVIDES PUBLIC ACCESS � �� �' � I � � � - - � \ f :� ��` �� � � � � � i �'� } I � ;�.:: � � � �, ; . � � � ��� � . � �� 5 RILEY FARM LANE � � � ° °. . .. �� �� �� ;�. � � � � °: � � � �,�,� �'�\ � . : I 4 RILEY FARM LANE - �� ��:� � i � � � � /� � LAYOUT NOTES � � I f 11 �. � � � � �' � 1. REFER TO SHEET L-4.0 FOR LAYOUT NOTES. ���,�,,. �.�� \ C3� \ 5 �: �. � � _ \ O .. � � � . _ . . _ . . _ _ . . _ . _ � I' ,_. �L _ � � �� � - . . � . . � : .. . . ...� - � . ,:�_s_�..; . . � -� .��:z;����_ ;_� _ . �� � � ._.:.� �_�.::������ , .. � , � �: RANSITION 6 r'� '` � ' '`� CURB,TYP. L-$.1 �'�' � / �. PROPOSED TRAIL � . .' �.; � � L-4 A \ � `� � L-4.2 SPLIT RAIL FENCE � (COMPLETE AT TIME OF �� TRAIL INSTA�LATIO \ 6' �< PEDESTRIAN �1 � � 2 STONE;.DUST TR °� L-4.0 CROSSWALK �-$'� � �'°�� SURF"ACE Pro�ectTit/e.� s (COMPLETE AT TIME oF T�,� ��% : , Kayd e ro s s Ave. Ea st INSTALLATION) � � � PC= 10+33.70 C o n s e rva t i o n � ` CONCRETE CURB,TYP. L�8.0 � \ L3 ' ��'� PT=9+38.13 Subdivision ��\ ASPHALT PAVEMENT, 8 �` �p �� � - 5 DROP CURB AT 227 Kaydeross Ave. East 3 � TYP. L 8'0 � x�'� L-8.1 RESIDENTIAL Saratoga Springs, NY 12�66 �,; \ DRIVEWAY, TYP. �: �, °� � �, / ''; ���.�Cl s � _ �- �; TRANSITION TRAIL TO � PROPOSED PARKING LOT ' S..TONE DUST ANQ 3'WIDE ��i��`�,� ' ,���� �E�j' ;� AND ASSOCIATED TRAIL ALONG ROAD � � ������� �y�����,,� `�� � - � y�P J��`� � 'yF��'9,F SHALL BE CONSTRUCTED / / ��L�1 �`^`�-�-� ' C2 � O �.9 � � ` AT A T�ME WHEN C�TY OF '� � ���' ' � o w � y �_� ! w � SARATOGA SPRINGS .'�. .\ ` � �� � � _ ' PROVIDES PUBLIC ACCESS � �� . � ` � ' `\ � ���� � 'A ? � '� . �O Qa 133� � � PROPOSED TRAIL � � � 3 RILEY FARM LANE \ , ` � _ ��oFESS�o�P�' � �� L-4A � / � / z� , p �'J/ J\` . /. O A'�f1 �� / � �`�x� Project No.: 2016109 �: ` � � . �� w�,�, � / i . ,� � / ��,�f : 6 TRANSITION Design: DBH ��?" Drawn: K�T Ch'k'd: DBH o?; ~ _ L-8.1 CURB, TYP. �\ �. . � ! _ � _ ���, �� �. . � � � �,� Date: 4/8/2020 Scale: 1'"=50' � l / � f 1 � � � / � � ASPHAIT PAVEMENT, NYSDOH ' �-�•Q Rev; Description: Date: E� � � � 4KANACHTALANE ' � TYP. '` � � 1 CITV COMMENT 7/10/2020 t � • €: \ � O ��'�"""`"' � 2 CITYCOMMENT 9/11/2020 � / � � _ _ � � 3 CITY COMMENT 11/9/2020 ', �::: ; t, _ , . _ � � 4 CITY COMMENT 2/18/2021 �; : �' / -' ' - • _ ' � , 5 LOT LINE ADJUSTMENT 4/29/2021 6 NYSDOH COMMENT 5/6/2021 .�. . -� � / � . , � . . � ��; � _ / � I � � : � ' - '�E'VYI�ORKSTATCD�PAR"f�Y"�''�!���1-a�s'�£- ' 7 CdNSERVATIONSIGNS 8/17/2021 � I I � Glens Falls District t�#i�e �� 6 KANACHTA LANE � � �i; / I O tj�� 'i� R10' �€�#�rtc�t�rst s�et4�r�ppec��ect efate ancf si n�t�.b��z g Drawing Title . I , °}` h 1 : � i i . . _ _ . . _ . _ . . _ _ . . _ . . _ . � �. i L PI n . ;j :.' I�y. • M ; � � { -� t,�-- � N e yout a ; FQ ; a . � ` < �B ��� ,� � ��� L`'-8.1 END TRAIL AT PROPERTY LINE, ` - � `� � � `��� � � _ _. , >; � PROPOSEDSIGN:"ENDOF ` ; , ; ��� �� �' ° , Planning Board # 17.��6e1 �,�` �sZ,dGf Z(v DrawingNo. ; ;< PUBLIC TRAIL,��°PRIVATE _ ; ' �� � j � R10 � \ ' PROPERTY" � . ,� � .. ;/ -�.�. .... �^ A�oroval �' � � � :. � � � �� � �� -�:, PROPERTY LINE / �..,:;i� �� � i ( ��,;' .�.( �,� �-,� `` RIGHT OF WAY RESERVED �2' - Approved under aut rity of a resolution adopted ,r L-4. 1 by th ann' g rd of the City of Saratoga Springs, �� FOR POSSIBLE FUTURE � � �� � irperson CONNECTION TO NEIGHBORING PROPERTY Dat. �i n � � ��,� .� � 4 ., _. .. � 'i LE END � , . , � � , �-_-_ � : �: R �,, I f ..; - PROPERTY LINE \,.-=" ___.__.._.. ,:A ���� PROPERTY LINE ' ` EXISTING STONEWALL — � � — � � — SETBACK LINE T e LA GR�UP I ::�:�::�::_:>;�:.�::�.z:.�:�::;��:>:::;:, � ' Landscape Architecture&Engineering P.C. _, ---- -_ - - ---- OVERHEAD ELECTRICAL LWE ' '` TYPICAL HOUSE LOCATION I' p e.P se.PCace. _.._.,__.__ - ` ea urp ,.._...» _,.`. ; ; _.....>-�:.__�_....__.... � ' -- �,�;_,�___ i � � INTERMITTENT STREAM 40 Long Alley 518-587-8100 �-�...... ::` � _--- Sarato a S i p.• 518-587-0180 , _..._. .. ,� 9 g f .- - � . � � � a "s� �... __ �� . . ......_ � ' a. . �� �,z��`a '� �.�'' ��:� _....... _................... NY 12865 p www.thelagroup.com __�_.r�•�_. r n s � � , � a����,,�� WETLAND BOUNDARY � 1O PROPERTY ID NUMBER �_ � , ; ._,.. ,: �i . . ........... .........___.. ,.__._-- ....._.__. � I FLOODPLAIN BOUNDARY Unauthoriaed afteration or addition to this dncument is a violation of Section 7209 of the � \,,, New York State Education Law. � � REA : ' � ` il\ , i S DEED RESTRICTEDA ���, � ; -'' SIGNAGE LOCATION � _.. . � PROPERTY LINE �� �'� �,,,,,�, -� -�� �� � � � .. �_ : >_ � � -, . . � � � :� :` :�. ' � .�. .�. � � � ,. �� � �� ... . : . . , � ' �� , r ti.�_. _.......... � � ; , . , _ ____._ �;._..., . ., � ,..._ ' �.___.� ; , ,.�., : Prepared for.• - MATCHLINE, SHEET L-4.0 � � � � � � � � � � ; � � � � �� i� � �' � ����� � `\�� � � y� � � � � � - = '�,� MATCHLINE,SHEETL-4.2 50 0 1Q 20 30 40 50 22� Kaydeross Ave. �t1C. ; \; ` '- . :;,�, ._::� �Y ,�;����; ` "� 43 Edgewater Drive ,... t = � � a.��R � �� , � \�, \ �,,�_.. � Dunedin, FL 34698 �s�� :�....z�:.. .���t�.� i Scale: 1" =50' I I , ; i' 5' � I � � Key Plan.� I '� CONSER AT�10 AREA IN T�HE FUTURE BYWT E CITY O � I O i ; OF SARATOGA S�'RINGS OR AN ENTITY APPROVED ;------ ' � � BY THE CITY OF SARATOGA SPRINGS. LAYOUT NOTES � d � j . _�t: � O S S W O O D S I i , ' � 1. REFER TO SHEET L-4.0 FOR LAYOUT NOTES. � �� � KAYDER , , � ' � _ � ' t� ►, i ,_ �, , �� -. --- � , �l W o � TRAI � , I � � �� ;. � � � � , � . � � I S.S. MOUNTING � � i � � �� ' � � �; �__� `,t, '-----'' � BOLT AND � � � WASHER, TYP. (3) � Q ( � THREE PER SI�E � W � � O � i0 i W , i ( � Q � . . � . .� . . :� � I �, � i ' � � . � 0 3'X5'SIGN SIZE, � � i � PRINTED ON I ; D PRESSURE TREATED , : w I X BOARD(S) � 0 w i � I � 214 KAYDEROSS FN'� (2)TWO PRESSURE TREATED � i AVE. EAST `' 6"x 6"x 10'-0" POSTS, EMBEDDED IN I , CONCRETE FOOTINGS AS NOTED FINISH GRADE " i : � � .... _ ; . ' , , _ ,, _. , ._.__ . ._ _._._.. __..__� ___.__ _ < <.: _ . _ __ ___ _. O a: _..�.. _ _ ' . -- ,,. __ __,_. _.. . .: I .. �: , � �.�. ,.. ._ _ -: < � _ _... . � . __ . .. .. _._ _'. , .. ..: I 15 ! ' _ . ,� i I .�_ , . . :_ , < < . ; , _ � s. �_ � <: ; _. � _ _.._ _. :: ;. , __ ; ; <,. , : <; ; , <� ' _. zr �d� :'.. - PRECAST OR ` � � ' <: <z �> ... � - ^ CAST-IN-PLACE;3,000 PSI T_; " <: i - ,�. - -... �E � - , _ I , ~` MIN.CONCRETE �� • . v , „ - ; ; . ; . , .. < _ � ; . � ' .: -. : .: : ,......... .. , _... .. . ; _ �,> mm ..., , �, . , I - - ,., . _ , _ - _ `= I :< �° ,,. , �, - i _ � ' .; 4 , . � �: , � � � � , � �.. _ ; � � ; � �...� _ _._.._ ; _: _. � ___, ,- _ ,___ , ��_ � ._ ____ _ _________ __._____.. .....__ ____ _ __ ____ � m: . - �. __.. _...._, _, -- _, �� i � _. ____� ___.__� ___ , / , . i - , __... _ ; , ,___. : . - --� � , � � i ;...._..... :�_..,._... _ . P � ct Tit/e. ,. :.. � . ;�. _ _..:.__., .__._._ ..._.:___ . _.. _.. ... �_, ` � ; roe ' � � � : _ . � I . ,. . � _. _ , _ _ . East _ ___ __ __ ; ay eross Ave _ __ . � Conservation , � Subdivision TRAI LH EAD S I G NAG E i � 227 Kaydeross Ave. East 1 sCALE NTS � Saratoga Springs, NY 12866 � NE . „ '���� a �yn 1' x 3 FURRING STRIP ATTACHED WITH �P ��` c�� '9.f., 8` N0. 81-3/4"ACQ SCREW @ 6"O.C. ` �oJ `^` �fi,p � a POST CAP, TYP. ` � _� � W �n � ` � 2 POST RAIL,TYP. �,y ` � � .� \ ._— . \ �OA� �1339 ��y` � . F � � 4 x4 P �FESS��� � �� � � �� � �� � `�� � � WOODEN � . � � �,. �� � POST �� ,T"-' � � '� � . < . � � �y � WOOD RAIL • Project No.: 2016109 ` � � �\ � � \� �:. ,� . : � Desgn: DBH .\� Y ����� , ,� � ` Drawn: KLT Ch'k'd: DBH 0 \ ' ' Date: Scale: ` � �- ' � FINISHED ._ . . ^ . . 4/8/2020 1"=50' , F \ \ \ o ;� ' NYSDOH � �\� ��� � \-`� � GRADE `:` � : f, �� N Rev: Description: Date: ,. : , . , :.� _ �,` .: , �. � . . . ; ,. . , , : : _ � ' t ` 1 CITYCOMMENT 7/10/2020 FINISHED GRADE 2 CITYCOMMENT 11/9/2020 � I.�� I � ?I 1 �1 p CONCRETE 3 CITYCOMMENT 2018/2021 < ; ., 4 MYLARCHECKSET 3/4/2021 ° WIRE MESH WITH OPENINGS ;:_,_; ' FOOTING ` r „ -:r, _ ; 5 CONSERVATION SIGNS 8/17J2021 SMALLER THAN 4 I. ` I � ; CONCRETE FOOTING �° � `� '�; �1EW YQRK STA'1'E DEPARTMENT OF NEA��F: Qlens F�1ls Distria c�ifi+;.� � 1 1' � �,� fO[' Drawing Title dadte�d sig� NOTES: 1. DUE TO 8'ON CENTER POST SPACING, STEEL STIFFENERS SHALL BE ;� SUPPLIED FOR EACH SECTfON AS PER MANUFACTURER S ite La o u t P I a n RECOMMENDATIONS. � 2. INSTALL POSTS&RAILINGS PER MANUFACTURERS SPECIFICATIONS. Planning Board # 17.006.1 DrawingNo, SPLIT RAI L FENCE ; 2 SCALE NTS �DfOVQ� , ,;��;;����� �=;Q�� � Approv�d under a�rfliority of �a resoluiion adopted L_4.2 by #ti�` Pla�ning' �oqrd of the City of Saratoga Springs. _ i �"., .< �hairperson D��e*Sign�d �� - �' #' �; : ,: � LEGEND � , ,, ,\ '\\.' \ . ERTY LINE ACOE JURISDICTIONAL WETLAND _ ,, ��. ° PROP ' , ; , ��� ,. , , .. , e . ; __ , .:. . . , �_ , ; ..>.__. , ...__�;,.. ; _......� ....P�tOP�RT�'(LINE , ' �. �- � , ; : - : T .� . _ _ � __.._._ .__r....._ ..._. ________ �...._.. : ,.. , : �__,��� ,� � � �' . _. EELINE E eeri C. -S�� ----��'!:..�::�..._ Z*� � � ...:; ; . ,i� . , , . , � EX�ST�NG Tf2 : .\\\\�� .�\ Landsca e Architecture c6. ngin ng P f_._ , _;.-, . � �_,:�.. ,., , __.. _. . _ __ ,. .� �������������:���` 100 YEAR FLOODPLAIN p -, , , :, .., ����� \� I � � P se.P ce. , � ' :� ` ,` :. '" " " \��\\\\\�\\\\ti\. PeapCe urpa la x - . - , ,� ' , ,, ` ,; _..._ _..._ __._.. ._.._ ...._ ..__ __ DENSE TREE ZONE , j , , ; ; :, ,' , ,' ; , . . ,. --- - ��c� -- ____ EXISTWG MAJOR CONTOUR : 518-587-8100 , I ,- , ,,- ; , , , ,. ;' \', _,�._ .. �._ __ � _..._�__ EXISTING FENCE , , , , , ,- 1 - - �` r ,� , , � g 7 0180 i , , 8 58 p• 51 .- f I f ;' � 40 Long A ey � EXISTING MINOR CONTOUR Saratoga Spr`n s , '; ,- '. ,, z..�_.��....A..>...........�. EXISTING STONEWALL NY 12866 www.thel 9 p com `i � . a rou -.' ' ' ' ,'' ' ' _ -- zeo PROPOSED MAJOR ONTOUR ' -'" , ,, ' , , ", ' `, L LINE , ' ;: , ; ,. ;-' � ' ___._ ...._,.._. __......,.___..__ Unauthor¢ed aiter n , ' ' ` ' ' ' � .• A ONTOUR atio or addition to this _,, , ; - ` `,`\\ , \. ; OVERHEAD ELECTRIC PROPOSED MINOR C ; ' ' , ' ,' � i`• -; ; ,?. _- � - _ document is a violation of Section 7209 of the • , ; ,. .,. . r' _ ���. �" ' ' � '� �`�' INTERMITTENT STREAM New York State Education Law. . � �� -� � � uu-uo PROPOSED UNDERDRAIN , ,, : ;; Y ,``\ .- ,, , , ' , ,, � r-- �-- -,4 -,- �_�:: : , � : ,- , ; ' ��� ' ' �� ARCHEOLOGICAL PROTECTION ZONE C�?the LA Group 2014 %' - i - � � � / � t`.r I � �,.���� �. -.,.��:� , , , , , , , , . _.. ' ; , , , ;: . � . � ��� , ;' ,, ,: ; ". ' ' ' , , ,,�" , ,- ,; � ���_,:.,,.._�._.._.._,: � ' Prepared for.• , ;� _ �:� EROSION CONTROL MATTING , , ; , , ,, ,, ___ .: , , ,: ,, = nc. ,. ; , , ,. , ve. I , ; . ,. � , ;._..._,^_. . ; ,� � .., , � ,, ,_, � ' ,, r, ;_ _c � -___ , .- . ; ,. � :_. ._ . . : :.�. ,� :__.. �. � EdKewa er Dr ve . ; 22 ' ' �' �" . ' i ' 43 50 0 10 20 30 40 50 ; , ' , ' . , . ,; , ,. .. . R STRIP , ,• FILTE , � - � �� � Dunedin, FL 34698 , ' ' " ,�' ' ,: , " EXISTING CULVERT Scale: 1 =50 . , , , . , /"r . . • ,, ,- � _. : � , . : . : : . , , , ; , , ' . . %� ,.-i _�-'� � - ,� GRADING NOTES: .. , ' , , ,- �- .- . �,, , � , _ _ a._. ' ' , , � ' � <... �� ` �", ' URV 12020 PERFORMED BY THOMPSON&FLEMING J / `� � ` � 1. EXISTWG BASE INFORMATION DERIVED FROM FIELD S EY DATED 2/13 . ,. , ,: � � , � �" TOPOGRAPHY. � � � � ;� ,-� ,;� / -' �'�� : � � � �� � � �, ��� � . � � AND NYS GIS CLEARINGHOUSE LIDAR y lan. .: � Ke P �" .._... �... . � ., � � � . � �� %' �� �� � �� ��� ���� �� �� `���. �����' �� %: � `-�:,� �� � � � THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. � , , _' � � �� � % � �� � �� " _ .��-� ��� `,;.,� �� , � � � � 2. ALL PROPOSED GRADES SHALL BE SET IN � � � � , ��' , � , , � , � __,..: . � .�� , � � ---- , ; , ;. � ' '� ', , .:. ,... ��`����� TRUCTION. . AR K SP RIO R TO TH ES TAR T OF CONS � : �' .. .� � � � � � F ,;.� . ,,; -' �� ; , , < : , - , . .�� , , � ,� � ; .,. , , � ; ; � � _ � � OR SHALL ESTABUSH PERMANENT SECONDARY BENCHM � ; �� �� � � � ��,._ � ��.,.. ;. ��� ; t ��.�' �� 3. CONTRACT � _.: � �' ,- �� � � , .....,.� ��,� � �..: ,; ', '�� �� ���� � ;��' � � � , : � ��� ;.:.. � ; ,; � � �� � �� �� � � � � � � � � �� �� � ; ����-- ' � � �.. �����' ��� ���' � � �' ���� � �• � SHALL BE SO LOCATED HAT THEY WILL NOT BE DISTURBED BY CONSTRUC " ALL SECONDARY BENCHMARKS T TI . �� � . , - : ;� <... � . , _ .. . N , 0 ' . : � l.-.. �.. � ..F " A t�. . �\ � . � ' :' ,� . � �. �.: ' , _. i . .\ � .. v " . .: . ,.. :: ,:' : .i'� ..-...�\ .." . ' �....... . .,.\ ..�I�, . . �-.,..�' +� . � ��C`. ... . . � : .. ' ;. ���....: ....... . . ` :''�� �'\ ,..,\��� '�.._... "�� \._..�'�� ::. - ...... �:..�, . ,.. � _' .:.. , : ,,' : : . :- ,� . . .� t �. .,' .. . .- ... . ., r. �' .' � � ? n ... ...�. ..._ ....;. , , ., , ,._ .� ,;:� ; NIMUM SLOPE OF , : � .,, , ,. , ; ,;; : ,; . .._.: t , ;, :._: , ,. , `� _ �,.; , ; ; ; ; , ; ; ,; , ., , ; , , _ - .. : ,., . . ;. , ,. ,, , , . .- / . �. , ,., ,. ; , , 4. PITCH EVENLY BETWEEN SPOT GRADES ALL PAVED AREAS MUST PITCH TO DRAIN AT A MI ' - % __. ,. ,; . ,, ,, -- - � ' : �.�-�: � - : ' ' ' ' ' ' ` �� PITCH OF ALL SIDEWALKS IS 25.ANY DISCREPANCIES NOT ,. , _ �;,.. . � ; . , ,., ,. �. �. ,. , ; ; _ , --: . -��.� ; :>�. ti; ,; .: ;�: % ONE EIGHTH INCH (1/8 )PER FOOT MAXIMUM CROSS , ;: . ; , � NUING WORK. `,<,,. , , �.- . ,. , . , : . , ,> `,. � - : .,. ESENTATIVE PRIOR TO CONTI ' ' `- • EPORTED TO THE OWNER S REPR . -_ , , ; , „ , . . � . 0 OCCUR SHALL BE R , ' , , ,.: �. ; :' �.. ,.,.. > - ,: , . , , : ,," ' � __.,, y .., ALLOWING THIS T %� I , ' , ; ;: �_; ,,. _ l. � ; ` ,�� ,� . . : , , '" _ . .._ :,; ; , , �. , ;�. ', , ' .., ,:_. _ . � , , ,. ; '. � �.` ; ' �- ` -; � . . ; < � ° F CURB UNLESS SHOWN . ' • -�, � E SIX INCHE ABOVE BOTTOM 0 (. , ' 3 ..... . ` , � ,.: ;., ,, ' ,.,.; . , , , ;; P OF VERTICAL CURB ELEVATIONS AR �(6 ) � I ibs�z. - : . . . ___ . .. . .. . ..... 5. D TO � ; ,��`. :< � ,, ALL PROPOSE �, , � � OTHERWISE. _-_-- ; ; � �---- r � _ �, ;<'S-��� . , . � . � . . .y�,.. , � , , \...� _� _,_ ; .,. . .. ; . ... .. ,, , . 9 ' , i' . . . . . ,.. . �: ; .`,. ' .:�'���. :.'.. ..' •:��� ':�i" ::' , •..,, . ,. , .. \ ; �� .�� �. .. .� � :4\:• , , .. � o ,. ' , .; , ,, . ': ; '. �'��,,, - . ... T THE LINE AND GRADE OF THE EXISTING ; � ,, . . , ; ,� ,. ; ; ,, , , ' .. ,. ' . ___,__. ` VING MEETS EXISTING PAVING, NEW PAVWG SHALL MEE � .,��i , ; ; , :, , ,, , , ,JURI ICTkONAL�WETLAND' , � ;, : :, ;... ... .._, 6. WHERE NEW PA � , N ��'a� ,' , , ; > ,_._ PAVI G. � � I�C�OE � -w w � � � ',... . w � �' � :^� T AME PITCH AS SLOPING `� AIN SU RROU NDING AREAS AND A S x TO DR �..• RIMS T H BAS I N AND DROPINLET . :� ET C A C _ ... . .:���� � .:-� _:�� ��� . ' �: � ,. � .:•�-� -' � ,: � , r �.�. i : ...� , , . . ,, �- � ! : ;: , '', '' ' �XISTING HYDRANT 7 S T GRATE TIGHT TO FACE OF CURB = iu ui ; ' ��/', �' _ ' ; `', �� ., ' '' '' �' ,,`, PAVEMENT. IF STRUCTURE IS SHOWN AQJACENT TO CURB,SE • z Z <.�� ' � =3' , - - �'` `� .� � �� .' :" " ... . -.--' ., ; ;F . CTOR SHALL � � •• � - " s OF EXISTING UTILITY UNE SHALL BE DONE BY HAND CONTRA t> . ;` ` `, • ' ..: � �i 8. EXCAVATION REQUIRED WITHIN 3 FEET v ���.� : '. -- ; ' -. .-' ' �. T RES INCURRED DURING CONSTRUCTION OPERATIONS ¢ ¢ �•� � � �' -- _._ / , :';�., - REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUC U � � , , ,. � .-i' � ,; �.. ' AT NO ADDITIONAL COST TO OWNER. , � ' ;�.�� , , .., ': . � ,,;:. ; .==" , `�.:. , , . � . E - �. .- - ` � ' . ' ;,. ' ' ' ' �` KPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFOR . -" - - .,. .= ; �� . . , , 9. , ,. _.. .. , : __.: ;- .F�� , , :, ' . >. ` '' ', , OIL SHALL BE REMOVED FROM SITE WITHOUT i�'. .r . _ _... . . , : � ,. < ;. . ,. , , ' � `. ;., ,.-• �...._,� ' .._< ; , ' ; LLY DISPOSED ; ; r ; r ; . , ,,, ,.._.,.. ,: ' , . :. - E ON SITE OR LEGA ; '. ; , , � ; ,. :_ : ; . , , OP LRAHIO L BE SOTOCKPILED FOR RE US CONTRACTOR SHALL STRIP AND STO /" _ � - "" . ,,,. .,,. . ; ; �. . F ; , .t �. ! : PRIOR AUTHORIZATON ROM OWN RDTOPSO �-,.- �'_ . ; . _ <.. : , ` OF OFFSITE. - , �, ,: >: ,, , : ,�, . ' „r.- �-� , ' '� � :� ,; , LECTRICAL LINE „ ,.; ;:. ____ ::. , _ ,.... ;,< s , ,. : ., , , '; ._,� . ; . . .: ,' ; .:: ' _ .. ` � , ,• ___ ___ �;� _ . , ;EXISTI�lG OVERF�EAD E � , �.vM. � ; � ' " �' ,- , �; ' ; 10. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6 MAXIMUM COMPACTED LIFTS GENERAL � ° ' � ' �: ' ' , ' � ; .� � ' � GRAVEL LARGER THAN 2",AND SHALL BE COMPACTED , � , ,, _, AIN NO ; � , , ,, : , .. _. . ._ ,._.. ; �: , , _ ,` �- _ °. , ° __ ; ; " . ;,�r , _,: f � AILS. ; , . .• � ' ATERIAL -:,.; ; �, ,�`.... , ,� , ,, � ,: _.:: ,.. ..� -; �� , ,, t : IN ACCORDANCE WITOHF ROJEC TPLANS AND DET CO , � , : �,; _ .,. \ ' �/'R .;.���� _ ' • � I ` , WOODED AREA ` ' '' ' � ' � � �� \ y ' STRUCTURE AND PREVENT PONDWG. FINISH , ..� � � ; . , ,.. , ; - 11� ULAR SURFACE CHANGES _. ; - LIM11�OF WORK GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM , SURFACE _ N��r � , : ; ; ; ; _. . '� S SHALL BE FREE FROM IRREG • � . `� ' '� `. �`'�� \\ D TO REMAIN SHALL BE DONE BY HAND. PLANT '� -- ! `. • - • � '`'� ' ' '�=� ' 12. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATE � ` � '�� I �^�- � TERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. �,�;< ; , � �. �.. � _. ; , __ ; : __ ; , � _ .___._ , , _. MA __ , � , ` _:•__._ �, ,\\ , ,. , , _. ,. , : � ' '' ` ' ' � � � `': '�, `, \ CAVATIONS TO COMPLY WITH LOGAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA � , ' ' , - __ 13. = ' � � � ` PLETION OF BACKFILLING. _ �_ � � ; � i . � �_�, \..� � _ ._.. _. ........_� `��� I ` �� REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE ONDITION UNTIL COM `: . , �_\ �- '; C ,. . .... : , , , , , ; Cn ,. ___-_ : , : . L ., r , :...... � �,.......: -�� -- '�' � \' `�' � i �� 14 HE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TQ NEW FINISH GRADE AS NECESSARY ALL UTILITY AND , � � - . ' ' �' ' ' ' �� �� \` � ' � ' ; W ' - � A LIGHT POLES,SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS :,..._. � � _ _ ..._._ . ., Y � � �, ; , ; .., . , p �� � �� - ' '��-2 „ � �". W � CHEOLbGICAL PROTECTION ZONE - " G, FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILIT ;f �._. ;�, ; � �:.� �.� .._.�, ��.�_�,, , , AR GAT ST HYDRANTS, E 1 �,,:: . ' ��� ; �. : 0 0 E OWNER S REPRESENTATNE �, ;` E� ; ; ,� : '�; ` �TA.2+60.00 FF:10.0 R . � . CTED BY TH • , � DRAWINGS OR AS DIRE a . , ��> , ,� � `. RI.M:228.67 . , . . '', : � .: '' ` � ' �, ����, '` � 0 4" '� OTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR Project Title.� ` ARCHAEOLOGICAC ; ; �� � , �-�-�_, ' ;� ._. INV. IN(UD):221.5 15 CONTRACTOR SHALL BLEND NEW EARTHWORK SMO . ' `:' � � �"-. '�• "` ... :~\ ' INV`4UT:220.4512" � TOP AND BOTTOM OF SLOPES. ' � PROTECTION ZC}N :•, � � '� _ . I�. ` � / ' ,. ; ; ROUNDINGS AT ALL � � K deros ve. East , � � " ` ' � ��` '��..._ t ` INAGE SYSTEM AT ALL TIMES DURfNG � '�2 HDPE f � a S A ' �� �. ` ' ' ; '�� i ��'" '� �' - "�. I �_ , ' ` 16. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRA O CB-5 I ACOE CB-;1 ,, } � �, . EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY T Co n se rvati o n i �� . J.URISDIC710Nat ,,Tp�,2+g0:00 OFF:-10.OQL ;1 W STA:5+65.00,OFF:-10.00L � , - . 27 8 _ � PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN OFF WHEN IT IS NECESSARY TO RIM:241.30 ' ' ' ; ' ' 2 WETLAND ` ' ' RIM:2`Z3.67 _ ;: ' ' TERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS I ' INV. IN {UD): 221.50 4 � _=� �� ` �' INV. IN;UD :�38.804" � �N Subdivision , - t ) , PERMANENTLY STABILIZED AND APPROVED BY OWNER S REPRESENTATIVE. - t� ' ' INV IN:237.55 12" . INV IN<22U:30._�5°..; _- � , . _: .�. __ ' ,' ` ��a RADE NY 12866 INV IN:237.55!12 ,� � `�,INV IN�220.30 12" �--. � �. �� 7 , EROSION CONTROL SaCdt g pri g , 227 Kaydeross Ave East ' , ; ; 17 ` ' 227.a IGN POLE AN HOLE ATCH CB-$ • V OU:T:237.�}5 15 ` ` \` UCH AS LIGHT PC3LE , , ` IN �` t INV Ol�}�:22�}.�U-'4-�'' , , THE GENERAL CONTRACTOR SHALL MA�NTAIN OR ADJUST TO NEW FINISH G AS NECESSARY ALL UTILITY AND , , � L-8.0 MATTING o a S �n s , ,. D GAS STA:6+98.0�"OFF:10.00R , CB_4 � 22�.65 . = . - , , - . -� - - SITE STRUCTURES S S S S M S, C BASINS, HAND HOLES,WATER AN `•. � � , ,, ' ` TILITY AND SITE SY TEMS UNLESS OTHERWISE NOTED ON THE UTILITY RIM:251.0� � � GATES, HYDRANTS, ETC., FROM MAINTAINED U S STA:4+30;00 OFF.;10.00R + � 226.5 ' I�IV:215.50 DRAWINGS OR AS DIRECT 7 WET SWALE ; ED BY THE OWNER S REPRESENTATIVE. INV. IN(UD): 248.5 4". RIM:231.87 ' SE = ' 12"HDPE CULVERT ` 2.27.64 ` L-8.3 __, ..,, , ; , INV OI�T:247.50 12" INV:IN (UD):�29.0 4" ' ' ' , , ' t217•g2) � WN AREA , OUGH GRADE SHALL BE BROUGHT TO WITHIN 4 OF FINISHED GRADE UNLESS OTHERWI � „ 227.32 ;: � .. 18. ', . ;, ,� �' � t: ; :,;: . _ w � CB-6 INV OUT.228.401� TED 2.26.9 .'�' \ : >��,y,,,.;,.�..-S� ; .,, ;' ' ` (217.91) _;_ ,_, , . , . ,. � ,LVE ��' �` , . .,;:; .q�-�'�.:e,�°---�,--�-- � . ::. . ,. . -�-. .: ���,� , N� � ��oF N IN ALL LA S R �.: ,� . . � � oo� �. . � ,�,, ;� .� �E�y4 �z> � STA.S 65.00 OFF.10. 12"HDPE' �` � �� � � PES NO STEEPER THAN 1 FOOT .. , , ;y . ,: ....: . ,_ , .. ;. � RIM:241.30 � - _ _ --'uv_ -- ---- �'� ---w 19. THE SIDES OF ANY NEW CUT ANDIOR FILL SLOPES SHALL BE CONSTRUCTED W/SLO �'<o��` � '`�.��� 'Q„� kNV. IN(UD), 238.80 4" +00 �'' ' - � 2 Q _ VERTICAL ON 2 FOOT HORIZONTAL). � x< � __ -- ---- - ; ... � ,� 5 ; y _P_._._ , ` @-���i :. +(�p INV:215.20 _ ( ) t NV OUT:237.70 12" `�' �--�" : ^ � { � � ..:. �,�a-..... 'rr.� ..,...... ,��. .. }' � � . . �'-"� .�+.•w�'i .... .. .. . , .. .; .. ` ;.. :.�� \"�' . `/ �R � I W ! �. _ 4 , :� ._.� ; ; �� � u, . � , �_ p..�-.__ _.n:� > � _ y � ; .�� , D EWAT + 12" HQPE �' '.� . \ _ . . � � : � "� , � „ � ; _ , . � , ,_ ,. � � , : _. � � .� . �. � _ _ �� � �� � ������ �� .w_ .�. . �� � � �� ERING NOT ' ��� w� �� , �� v o- �d��--� v,...-.,�- ��-.� ., �� ..,- „�.� ,� � �,p � �133��',,.. ___ , � , 221.5 � �• � _ -.�.. _ ` _ � � 2 PERMANENT STONE ` r; � � < ' 22� ' ,� �:, DURING CONSTRUCTION DEWATERING MAY BE REQUIRED. A DEWATERING SYSTEM SHALL BE PROVIDED WITH ,q P��' _ , �F ___, _'_ _ _ , L-8.3 CHECK DAM,TYP. ' �.�.. � .._.�_. . ��ESStO� o ,�� ,� - - .,� � �� ;�-�� �'� ST ` SUFFICIENT SIZE AND CAPACITY NECESSARY TO LOWER ANb MAINTAIN GROUND WATER TABLE TO AN ELEVATION .. "'^r � - �..v�'..��.�,.�..�.a F� i�"""-�..���.�,.^. . .. � . i:. ., \ . ` �� == ` �. \ ,,: bTECT EXISTING HYDRANT OW THE BOTTOM OF PIPE TRENCH, CONTROL SURFACE AND SUBSURFACE WATER TO KEEP t ; .� _ T. , . , .� , _. . ,, PR AT LEAST 1 FOOT BEL . w. >.,.� �.,� m.,, �..:, _e:_ f , ", , , 215 ;' _ ;.,' , ;, . . , ! TERING ACTIVITIES SHALL BE DONE IN A � � A'ep"�� ° ' ` �� � :�:�- `. _: : � � � ' " . UT:217.. BECOMING WET FROM SURFACE WATER. DEWA 2016109 ' �"'"�•---_. 4 ;PERFORATED �, ; � 15 HDPE, INV 0 0, ,`���"'"`�-�-�., ; ,,� ��,., EXCAVATIONS FROM 1 • , Pro ect No.: ` ` `; � ' ' i; ... , ._; .. � :_ -= ' ` ': '. . _:_,, :_ TER QUALITY OR CAUSE EROSION OR TRANSPORT , O �::- 1���. 214.67) 1 .� , '�, T NEGATIVELY IMPACT THE WA DBH � ;;. , ; ;: , ...� cw. UNDERDRAIN, ! � . :. , .-: . .. :: ,:,� ,. ( .•, _ :... . �. .� MANNER THAT DOES NO Desi n: ` � � � � �� � ;_;.,; ,, , ;: _ ._. .: , : =. . ._ - T TRAPS OR FILTRATION BAGS SHALL BE g "� � ' �' ''' `�` - ` � �' �� �- ----- ` ` �` ` TER SHALL BE DIRECTED EITHER TO TEMPORARY SEDIMEN , ' . , , " DPE " . :TYP.:15"HDPE � ' ✓ . . .; .,._... _ _�'� , . . SEDIMENT. WA Drawn: KLT Ch'k'd: DBH f ' `, ,: 7+00 g+00 15 N oo � , � _ ;;� ATTACHED TO THE PUMP DISCHARGE. � 12"HDPE ' CB-3;' . ' . < Cg-� ':. ; INV. OUT:220.0 220.5 Date: 4/8/2020 Scale: 1"=50' ' STA:4+30.00 OFF: 10.00L >� \ � � STA:6+98.00 O�F:-10.Q�L ;� .rti : ' �tIM:231.87 -� #�,� 221.5 NYSDOH RIM:250.58 ' ' '� EXISTING CULVERT � Rev: Description: Date: �� INV. IN'�UD): 229.0 4" � OVERFLOW WEIR 2 219.5 � 1 �ITY COMMENT �/1o/2o2C : . . i INU. IN (UD): 248.5 4 ,.. ;; : ' ,JNV IN:228.2515" TOP pF WEIR: 220.5 L-8.3 . �` - ' � ' ` - `' . INVJN:246.60 12° AQUATIC BENCH ; € $B OCS-2 -- 2 GEOTECHNICAL REPORT 9/11/202C ' INV IN;228.25 .12" �OTTOM 0F WEIR: 219.5 :;; ' ' INV IN:247.35 12" . , . . � / INV OUT:228.1515" ' SEDIMENT FOREBAY ' L-8 1 RIM� 220 0 ' 3 CITY COMMENT 11/9/2o2t INV IN:247.35 12" j ' �,> < 6 POCKET P,�ND � CITY COMMENT 2/1s/2o2: � INV. OUT: 217.75 . ' fNV OUT:246.25 12" " ' ��' TOP OF POND:221.5 • �� < ' L 8.3 TOP OF pOND:221 5 � . ;' '' - , _., BOTTQM OF POND:215,5 , OF POND:214.25 -.. _ . 3 OVERFLOW WEfR ' � : . ;, <� BOTTq�I _ _ . ._ CB-9 ' - %• L 8 3 TOP OF WEIR� 221 5 ;, .,, , , � + •-18. 0L � ' "' BOTTOM OF WEIR:220.5 I STA.6 98.00 OFF. 5 ' - ,`;` ; ,, ': , , , � �. .- , ' ;; .. > ., , ; .• ' ; � ----�_ ._„ , '.. , ,, . , , �, . : ,, � .,. i, , ;, ' ; NYS L � ' RIM.250.50 �,, -. ..: ,., � � � --�------, _. ___s IDAR TOPpGRAP,HY BOUNDARY PARTMENT OF HEA�TF�: : , '" ,, .. .< , __ ---- - ----. 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(1 8Q 962)AN TIES OR �- .- ,� : , ,, ; ., / .; ; ,.::: ._. �.; ; ,� THE CONTRACTOR SHALL CONTACT U F P 0 962-7 D THE PROPER LOCAL AUTHORI ; ; ,,,;. : ; .: � 3 ... . , , ; . . RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING ; i Key P/an.° �i ; . ;, ; .. , , .� . ' RE T , , , <,.. ,�.- , :�..,_.�. . ,.- .- ,: • . 0 , , " , ,' <' '�, ' UTILITIES BEFORE COMMENCING WORK ANY COSTS INCURRED BY THE CONTRACTOR QUE TO FAILU ,. " ; ;__- , t.. , .-'`' ;' ; ., , . , , < r �; , ; ,. . __ .., : , ,,� CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTQR. . . `,,, ,. , , . . . .- , `� . , . - . ,: , . - , . , _ �, , . , \:_.` , ----- , �. , ,.._ : . .,: , , ' _._: � � . � . . ; , , � .�. , , \ .. " - , .. . •. :. ,� , �.._.:::: , ._,. �...:.,� , ._....,. ;- ._.., : ` � \N . , ;� .. .' ; ,..:...• . .. .. : �...... _. ...... ,,. <: . ; 2. WATER CONNECTIONS SHALL BE REVIEWED AND APPROVED BY THE CITY OF SARATOGA SPRINGS PRIOR � . / , ._ _�: � ` � .;_ : ; � � . , : J,,/'.< . ,, - ` - ' ' ' •: � . , i TRUCTION. c .� , ,. - , • ,. - . �.._ ,, ' TO CONS , , , : , i.. , . ; ; i . . . � . . . __. . . , ,:• .� -�. _,. . . ,:• ,: . �. ., . :� _, .�'. , . ::.,. � ' ' � . . . � . � , . . - . , � � ,�`C�� .Y" � . I 1 .. . �� ; _ ���� ,..' • i-� �� ' ' '� . :' ,. .: t:.. e '.,�._... , � � . .�L�ta \ . ��� 1.� . , ',ti:.... , . . , .. ..� �'_„ . \-. :�. .. :� :. \�__ . . . . . . i :',, t. .i -t.... .,, . . i .;' ; ; ,: ;� , ;.� ,'� : ; : .�...; '� '� ` '� �� �` ,.� : � : ' ' � '. ' '� �. . .-'`` . .' �' - . , ,,.... ,% .. -' ' �.., . . ,"; -, '•. CONTRACTOR SHALL COORDINATE ALL RE UIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVIN �, ; , 3. G . . � � , , � ,, �.,� � , Q __ �.,�' - � ,.; � . � :::. , �,,. : ,. I, �'.r- ��,:� . , .- , • i , ; ' , , , •, :,:.. ,, a . � . .� �� ::.,.. �:�,.,._ ..,, .. , ,.. . , <n `�. ,. ,: � . : ;'..,..: .-. ._.. .._ . : � .. ; .. . . ,. i �,,. :� ;..� . ''•... . �. ._..i:.. ��� : �,. .._; �. ; ._ ,1,. � . '�,.ti : ,.,. JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. �. � j l, � - ,, ,, ,. ; ,� . �, { ; , , . . /.., � .� F ? ��: ;, , - ` ` ,.: I' %,. �,�. . . ,• ' ' ' ' ` ' . . ,_ , .._ . ,, �.. ' � , . o ,- , ' ; i i , . � `., , \ ` � ,: , 4. BE IN ACC(3RDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND . . , , ; � �., , . ,: , ,. ��, � , �. . � ,.. ., ,' ,.,.. ,/' ;, ,., .. ���: _ ; .. , . -- , , , . ��. , ; ;,. •.. , , . ,. , , � , , ._.,�.>, :��, _�,�'� - � , ; ; .- ; ; ; ; , , ., ; : . .: r -- BUILDING CODE REQUIREMENTS. (- -� ��� , . „ ; , ' `� , ,, , , , ., .• � �__:.:: :.. : `I �! l .; � , ; � ,' , . 1--.. � s .: , ; ' ` ,. ; ' ; , ,' ' : �, i`: ,, 'LL W . :' , , , j ; , ;' . �-- I - ' ' ; , ; /. . ' ; ' ? '':' W W .- �, ;:i , __ '•l�•, � � � - , R I F 5 D UTILITIES SHOWN ON THIS PLAN ARE DIAG AMMAT C OR ! ,-- ` ' . THE LOCATION OF UNDERGROUN �. _ _�" ., , r; , , , , ,, ; " ' , , ._ �.. : , ; ' _ , , .-, ; , : � ...... r� _a� cr� cn , >'. / / ; INFORMATION ONLY AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL ... , , r , ;, w w , �1 ' �! � x ., F TILITIE MAY N T BE H WN. NTRA T R HALL RDINATE L ATI N 0 ALL TILITIE I . U S 0 S 0 C� C 0 S C00 OC 0 U S L NES z z , ` . ;:: ,��::. �, _ ���` , ,,.' , - : i J J • .' ; .,:: �' � _"_ � , � . . e. ,. '' � ' ' , 2 2-.. , - ' - ' " ` .-, ,: ; _ - - •' , , , �.; DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS c..�_._ _ U ` -' :' �.: , ; � �:,- ,,. -- , ; ; ;: . ' , , , r- � �,��� , . . ; . ;� CE, FOOTINGS, TREE R�OTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.)AND IMMEDIATELY ¢ Q �. '. ,'/ ,� .- ' ; ' r � ., ' . .. _ _.. . , , ,,; . � � -' � . COSTS , / .. f., ' ` , , > , _ ; �� , . .;. �..: ;. � -- -- , ; < „�� ,' - ',%' ' �'� ' OF THE TRACTOR TO V FY UTILITY LOCATIONS SHALL BO E BY THE '.� , ; __ - � ; , , ; , F. .: , DUE�TO AN URE CR PANCON TO WNEER RE AMABE ANRNNCU , , ` , > ��� • E THE 0 PRESENTATIVE ANY D RRED . / . , , _ _ . ; % ; I - - , , , ./ CONTRACTOR. . , - __... , , , .-����. . . _. ; : � . , . , ` ` �,.. � ...:. - ' . ,. ... . .. ..._ .. - �, ' � ; ' , ; "� . � ,t: � _ � .. ; .. _. „. _:, ,- - ; , , ,. „ . 6. EXCAVATION REQUIREQ WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY NAND. �i"� . - . ; ; __ ... , .. , ,.. , __ , � � - � ,,,., - - , ; _,� . '�. � '� : ,, , , ' ;:: . ::::._ - : ' ; -__ "�. _.. .: , ; ; ;,, ,. : ; ; - --.- . . - -- : � < � ': 7 ESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED ,�y ,� , , ; ; ; � . EXTEND DESIGNATED LIMIT OF WORK AS NEC �. .. 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' .- � , , , __ ,. ^,.� , " 1{_n 2" 10 SR 416 ncheste - : , . , . , � . .. . �, �, '� \ . \ , s o g seep a �� I _ , , . . ,. ; . � ` . . „ �� ..:. , _ , . �: ' , ; , •� __ _. _ „ , s , , - ,, , ; .. .. , g0�'� ',, , ` /"� , ' 0 12 Topsoil fore t floor ., . , . /. , ; , 2 : � � WT at 16 �� ,-. :` , SH , •' � -- - --- -- • 12 26 10YR 5/ an i ine root mall cobbles _ � , . , ,. _._. _ , , � , : . . , • -- . . . . , , __.._., •. : +� , , , : . , . - . , ��/ � ' ,. • X __----''� �'�� , � l 26 35" 10YR 5/ , sandy sillt,small cobbles � :< ', `�''`^� t `� � � il Pr fil � . ' ' � / TP-5 and TP-6 Same So o e .. - .. , , „ , . ; , , - ,' ` ;` ; �., , , �t ,,� ,� . � / � ) ��\ - 3 , , , ,.� ; f . , ,; , >> � + � \� WT not encountered ,.. , , , ; , � ,, , , , �h ,. � � 12 00,; , ti ' 0- 12" 10 YR 3/3 Silty fine sand and gravel, many flne and , , ' ' ' ' ' ' ' ' �' �:, ;�' _ ; � - Percolation test at 15° 35:00 min/in , . , ,- , , ; f: , , � ,.:.:,,�.,�. medium roots � ' : � ..:.. � �. : � ,. , ,. . , , , , . ,' ; ; � "�'� ` ' �'� ; , '. �' - 60 �� '�,�.`°. ' � ` `e /' 12-72" 10 YR 4/6 Silty fine sand and gravel, strong Project Tit/e.� : ,. .. ; ; ,. , , , , , `L , ��;,, ,, , , : .,- ,, � � � � ,, � seeps at 42 inches y " . ��� �.�' ,� , '� Ka deross Ave. East � � ' � `� ; SHWT at 42° Y , , ,. , . �, �, - � � � , a ' ' , ' • . �_`\ ; �� //� ' r ' ,• . �� , \;, . . tion � ,- ' � ' � \ , . '" --" ' ON APRIL 19, 2021, DOUG HELLER&COLE ; Conserva � ,\ x � �i ' ' . � \�`, ��: ���;; � �\ , + � �.,,� .�� `� LAFLECHE, THE LA GROUP,AND KEVIN KENYON, S U bd I VI S I O n .' ;'. , ', � - _ �-.�c,i� 11 00 BSERVED TEST HOLES AND 6, ��.X'�.c� . � � ,� ,'� �� , �i�\- �� . ., � ' :� -.., " ^ �� :�� ,� �, ,� .' . .� . e . , . . .- �� .. _ �. � �� , , NYS�oH o 7 Ka deross Ave. East �: � � � S � , ' �. �t�;q �' �� '� CONDUCTED PERCOLATION TESTS. y - .. ,. ��.�' r � , 22 , � ;_.\ ; , � ; , �A �\ � �;`,��,� °� \ (3)8"GATE VALVES . 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(O � Cfj M � CO � 0 � KO �rj � � � � � � Q GU N � CNV N N N N M N M N � N � N � N � N tt� N � N LO N <D N N N N N N N N N N N N N N N N N N N N N N N N N �+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+p0 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+OQ 20+00 ROAD / UTILITY PROFILE 1 HORIZONTAL SCALE 1"= 100' j VERTICAL SCALE 1"- 10' NOTE: 1. GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE COMPACTION AND PROOF ROLLING AND PROVIDE RESULTS TO THE CITY ENGINEER. � 8 2. GEOTECHNICAL ENGINEER SHALL PROVIDE ASPHALT PAVEMENT L-8.0 REMEDIATION RECOMMENDATIONS IF UNSUITABLE EXISTING GRADE 2 � MATERIAL IS ENCOUNTERED. ProjectTitle: 3, CITY ENGINEER SHALL BE NOTIFIEQ OF LOCATIONS Kaydeross Ave. East 2' 3' 3' 11' 11' 3' 3' 2� OF UNSUITABLE SUBGRADE PRIOR TO SUBBASE EXISTING GRADE � 2�/a 2% �� INSTALLATION. C O I1 S e rVa l I O I1 , ' 12.5% ~- -� � � ?,�yM4,•� -�----` 12.5% �„1 - - ` °�`� '� 3�� ,. ;„-a;;,�'��`�a;.. ,��..�"���.:�,������:�..�.,����--�-" «-�-��=�.��:a.��..�.�:�w,�`.�;,�;�-�a•�.�..�.. --:�, ,�• ��M _., � ... .: : � �-� b ision _ � ,: �. ._.: . : . : . .;. . 1 , , . ..:. ; ..::.. .;..... .. .:. �. .. ,. . ,, _,. ... ..,.. ,,.. :: ,. ...<.::: . : ..:..:.. ......;': �...�� `2 , I V ; �. . .., .. ,. : „� PROPOSED GRADE - `�a -�----.- �� -.-�. �= 227 Kaydeross Ave. East PROPOSED GRADE ,, _ _ _ __ � _ __ _ _ _ _ _ __ Saratoga Springs, NY 12866 EROSION CONTROL MATTING, EROSION CONTROL MATTING, (TYP.ALL DITCHES) EXTEND STONE TO DITCH, SUBGRADE SHALL BE 4"THICK LOAM& {TYP.ALL DITCHES) TYP. BOTH SIDES � CONSTRUCTED WITH SEED(TYP.) A CROWN CRUSHED GRAVEL SHOULDER PROOF ROLL SUBGRADE,TYP. � ->- ���F t�E{��. Y , PROOF ROLL SUBGRADE AND NOTIFY �����,�`� � �F�o'fl,�'� OWNER'S REPRESENTATIVE IF Q � c" t UNSUITABLE SUBGRADE IS PRESENT. ' � Q � ��'"' � �;,', �'- - �,t TYPICAL ROAD SECTION 1 m �� � -- � � � � N.T.S. ��OA ` Q913'�3� ��fi�` R�FES St�N� Project No.: 2016104 '��i�-�,� Design: DBH � � �/ \` Drawn: KLT Ch'k'd: DRC / \ Date: 4/8/2020 Scale: NTS - � FILL CUT � \ CONDITION CONDITION NYSDOH Rev: Description: Date: / �- -� 1 CITY COMMENT 7/10/2020 _..__ : � � � ASPHALT PAVEMENT a EXISTING GRADE I _. _ _-- `- ,�� `� .- � , L-8.0 � 2 GEOTECHNICALREPORT 9/11/2020 ; , t 2 � ,.:._..., � � �, � �`_�� ' � � � , � � �..._, ��.m ' � _ � :,__m,� ITY OMMENT 11 9 2020 ,�� �� r.m � '` .,� `: ., � + � 2� :. ,;,.__.- _..y� ^^ < __.�i ..,.�.�� ��._ � , �-f- ,...� � __� � .. �._, YO H�A� � ' ` � ` ° o 0 0 �`�� RK STAT�LDEPRRTMENT C)� 'T ' 4 CITYCOMMENT 2/18/2021 � � � �---~:-- � 't...... �. .__ 8/0 2/0 2/0 8/o NEW � ._.� �,�_.�r' > � �' �_ ---.- Glens Faiis District ff��e r� , �--� '� _..------ � . � •� 5 CITY COMMENT 5/6/2021 �;�; .__� ;__: � �. �; ,,_-� : , , . � ' , � ; p uved date n 9 a . ; ._ _� � �.._., ..� ..:z,r:.' � r� ��� �.. �. �f _...... : : ^ p;'� : ,. „ <c , �� �. � � � � efer to first st�aet fc�r ap I : < � _7 �.� � � �Y � �.,.� , � . > � �,�� � � � �,��� � ������ �� ���� �. � � .__ ._, � __ _ _. . . � ( ` __. � , ...._ > ;. ; _.; ,...: .; . .:_ `�. , � _ _ .. ..:... .�. .: . :, .. ;. , ; .� . ... ,: . � . J t � ------ -- ----- - ' ti � � .�� ,... � .�...p ----- _-, ,� . ,� : .__� _: ` • , \ _ __� _ _� \ __ �r, ' �,= PROPOSED GRADE Drawing Tit/e i _ � - - - . _ _ _ CONCRETE CURB, TYP. + + � ' - - 12" - / � � \`� 4"PERFORATED HDPE SUBGRADE SHALL BE RO a d � U l I(I l \ _.. _.. __ / UNDERDRAIN . Y \ _ __ CONSTRUCTED W1TH A 4"PERFQRATED HDPE . �._ __. ' ___ / CROWN AND PROVIDE UNdERDRAIN P rofi l e & S e ct i o n s � ' � 4" PERFORATED HQPE POSITIVE DRAINAGE TO PROOF ROLL SUBGRADE, TYP: `� ' �� UNDERDRAIN THE UNDERDRAINS PROOF ROLL SUBGRADE AND NOTIFY ��-----�� OWNER'S REPRESENTATIVE IF Plan nin Board # 17.006.1 UNSUITABLESUBGRADEISPRESENT. g "������ '� ��� D�awingNo. � Approved under aut o resolution adopted z L���--� I TYPICAL ROAD SECTION 2 . � � _ by t lan n ar' of,the City of Saratoga Springs. L �.0 3 N T� airperson �a , ;���� ���� CONSTRUCTION SPECIFICATIONS: � � - '£ '� . <. � < 3 �_. e 3�.���,F�� k�: ��. �._';°,�. �.. - ,. ,a,.. � � ..... �� : . �,,.»„ ��.�. � EDGE OF EXISTING ROADWAY �� � � � � `�` 4 f � � �F � � 1. STONE SIZE-USE 1-4 WCH STONE,OR RECLAIMED OR L�����'� '�` � �� �`�. `, � '� ,`' ��� � ``i ��Y�`'� 10'-0" RECYCLED CONCRETE EQUIVALENT. ������� ��j 3 � � �"��� $5� n x�?���k�` � Ir`�-„�� i� 3 i�:. .\.l. ! F �°,j4 €�t,t?.. y�x ��'C., '..�i t �^� � �'k "�,�'�}�.: � ��v � '`�;� � � � The LA GROUP � �� �T�a '�. :�,�a� '; � �+. �+�'�� i�-� c �. _ ;� a�y��.z,�: -� ,� - ,��. ��. � I c 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SWGLE ���� - r.�'� _� � < ,{ `'� � �-- � `� '�`k.:�� `�k': ORANGE POLYETHYLENE WARMNG FENCE �#� _, t,9 t..,z `1 t� �>,0 ��� ` .� , � e'� �� { RESIDENCE LOT WHERE A 30 FOOT MIN.WOULD APPLY. ' � a�:' '�" ,,,i���� �„i� ;:� ,�� _, : „�„' ° ��^�� ,� ,� �� r i' �'�C`�' `'' # ':��;' -°'"`��` ., Landsca e Architecture�.En ineerin P.C. ,..., , ; � _ �'�._, ,..;.. �'....... __, ,:�_:� ,. ,.,.., E , �.,;� _t"�� � ;<� r.; � ,a t`s�;t�: � � "� P 9 J 3. THICKNESS NOT LESS THAN SIX 6 INCHES. � ) ,�... ,,� .t�,.... . - ,. I..r r ..� ._...�, I_ ._ ,.. ,.�:�. ` �'""' :._.,_. . .:.. .., . . ¢ .��_ __.. .._. .. �,�ti , :,:; x.., � �' � �.W t � \ �S . ... � . :�f.:1"' . .�. '::`� '... . : .. , , ` y t, t.. ,Z...a l.\..� �� i. ��� � . . . � .;..... . � � .:. \ `� t. `r ��'�-��- . .. n�`�? : .`e.:: :,� �.. 3' `t' }E ..-,...... " . �`..�� :�� . Tm-�..�\ ,.�a�' .� .. .. . .� .. ! �' :... . � .. �i.:� .�. . .,.-�.�.:.... � ' , .�� �; . .: �.� .�.; � �`�`S.`,.+`� 4. WIDTH- _ _,�:_:<, _ �: . . _ ._ .�:.:�. , ; <.. ,. � _. ; ; ,__� , .; _. t Pea Ce.P r ose.Alace. TWELVE 12 FOOT MINIMUM BUT NOT LESS THAN THE > . �.,.,, ., ,. :, � ;, .^� , r, � u ._� ..�<,.. :. >. _._, ... .> <..... .._. � � ) # �:;._ .: : _.. . ,_: �. ; \� ^ P Y . . �. � 'A �\'� :\ \� �.:i. F, �;VSR .�. �.+. \ . . ��� .�.. ✓ -':.�...^ �o �" a� � '#� K � i : .+.::�.� .t . . . . . ; . .\. . ' � .:t� ..�..�. < `..:a� ._� - � i �'�.... i ',+' ',. .� . , ..� . . i : . ...e•__,.. .. � .... `,.. �... . f ....� � '\.. '.� ..�.�;��' . . __ :_:;_.:.: ,_ , ; : � �- �. , : ,,, . :�.: � ._ . . � . .. . : .: s -�.... FULL WIDTH AT POINT WHERE IN _. _�.. 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ALL SURFACE WATER FLOWING OR DIVERTED TOWARD t- -�� �,..<.�;:. � � � , : : . , , , �: : . � : g p ,_: �; , ,.. �:...•... �. :.,..., � ,<.; � .,.. : a e� . . .,.. . .• � .. . . . ,,� r:,_.<.,. � �. �.,..„,., . ,..1.. `�...�;u, .'��.,,�: ;. ..._____ ___... .: �yt ._..:....._.__ �� �� � �:....� � .. ��� :..\. �. .. �.:. . ;..:�; t ,. . : . ': :..:.. . ... � . ,. .... .__. . .. .. . ...._.:..__._..._.._...._......,,.._....._...._.._.�� . .... . .. - ��,�'. : �:' '�.�:'.�.'.'�':' �. : :�,' . .�..' ... �..� ... ..�.. :�.'�. .'. .'�. . �•';� ',', � . ..,. '_:- 4 .. �. � ` °,ti�.�.- p Sn.�-__._..__.,_._„_.__ ., . -a.� . ... .. . . .. ..., , . . .. .• . .� .�\ _ � .. .� : .� . � .� .�: :�: :� . . , ..o ._, .-.�:. ...\�,_..._. ..:..,: : .:. � . .. � �, �.:�: : . :\� . ; .• .� . , : . :� � : : . .: . . . . . \ �.. '..�' .�.. �...': . . ........ . . . . : . . . CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE � �_ _. ���: �.:� :.��._ .\ „ �.-� �. . _ : . . , .. � CUTTING OR DISTURBANCE PERMITTED AT ANY ..:::...� 4 .... . : _ � , � � .. : . \,-`v,:..,�. , ... :,; �:..r`,i.3.:� t�C ..� ,_I , ;'S.." .�q. . \� <. � "�h p x :� ..\\ ��� ..'\ ::: , ..`. . �.''�:' �,\. , ,�.' :'. . ..� _ ..: , ....:.. . . . : . . . . : . . . : , . . . . . .>. . . . . ; F ..�.,:n .. . . . ,. . _.. t.,.._ �...,. ...r� _ _ �>.�, . .. : ,:.: ... . . : . . . . : . . . .�. v'� ;.. .,.;. .., :... ,:... ...__ � ... .._ �'.. :a.. ., .:.:�: <,_. � �: :� ,,. , . .: .. .. , , . : , , , . . ; . . . ; .. . . : : : :, ._ ... ... . . . . . : . . . ENTRANCE IF PIPWG �S IMPRACTICAL A MOUNTABLE BERM . ,>�.; ,. �, .. . ._.: .., >.._: , .- ...�• .� . < :� . . : : . : , , : � � , :� _�.���. . . : , POINT FOR ANY REASON. MORE INFORMATION . . . .. �.�. � • =�; :� , .. .r� .. , .>... �, �. ..� .� , , ,,_,�,ti ;., �.. .. . �:��_. .. ,�," , � ,, � �. �y � �. . .� . ' : .__, L,� .>.;._.,... ,. :._, ,: :>..�....X<. ., � , . . . . `..:. : . . �'� . .': .'• ation o di ion to this . . . , . ... ., .. . . .:.,.. � ; 1 �: : . : , . : . , : Unauthorized alter r ad t . h � `-:... . .. . . . .. . . . . .... ...... 0 �....... . ....._...... :,..�,. ..,: . �,.�. ,.-a ... ... \.,.. _ , . . . ., ... _:�..... ..�...� :c,�_._. ., . > , . .. .� , , . ..� ,_; . � x . `1��` .�. ..,,..�. .<... .� -� ._ � ,_ . . .� � . � , . ... .�. ... . . .. ... _. c.. ,. . . ._ .. „ .. �,.. �,.��.. ...._... ........,,.�......... .::..:...::�;;, . � ,..,..... �::..::.::...... ..,..:_,�� ......,.,._..... ...... �. . . . . \'�,�;. ,. :��.. _. .\: .� . ,. . . . . ; ; . WIT ._..._. . , ._._ . ..._ �. . , , . . . . ; , , .: H 5,1 SLOPES WILL BE PERMITTED. ... -�� ........ . ...... . . ...... . .�........ .o >,�,�.v :.���_: ..., . ��..;.�,��;�.,, , �v , � a.�. .. _ _ , . . �... ,�. , , . : :� , , : , : : . . : :: . , ,: ,<. .. CAN BE OBTAINED FROM THE CITY OF �;�� „ �° � �-,�, ; ; s: .�. \ , . . . . document is a violation of Section 7209 of the 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION � - #�t��� �.<> - - - - -- � ` �' \ ING DEPARTMENT _ �.; . � ,�;� �.�:3��.� ' �� t`�:rv y+_ , . _; r:r; = E�: > . .�.;�, , -� •� '"�' SARATOGA SPRINGS PLANN New York State Education Law. WHICH WILL PREVENT TRACKWG OR FLOWING OR SEDIMENT �.,,� ��>� �t�' '� ' � �'-' "�'` i ' � �`L ' �` ` � INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED �'����J ,;�'�� �' ; � � i \ ; AT 518-587-3550 X2533, OR : f ,,:; } � �£� :�'� ��' � �� `� ; � ; � � < 4,� � �� Y� � a, � � WWW.SARATOGA-SPRINGS.ORG. , SPACED 50 IMMEDIATELY. 25'-0° (HOUSE), 50'-0" (ROAD) � �� ��` ��'���� � � 1 ` � � � � } � � p 3•' � � + �� �' � � + i�£ � 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN „ � \n� ` �'" �� � ` �' ` �,,�� �'�` � � ` � APART t e LA Grou 2014 12 THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MAT RIAL � � , : � � �' ' ' �`� �" � ' ° �` �' ` � ` AREA STABILIZED WITH STONE AND WHICH DRAINS WTO AN �����.�, ��,�b ������ �� �� € ; , � � � � , � ,�� „ ��v ,53t�= fl , �� , � STEEL 14 GAUGE MIN. U CHANNEL FENCE POST �. �.. � � ( APPROVED SEDIMENT TRAPPING DEVICE. OVER COMPACTED SUBGRADE ������i�,A�����`����,�� A - ��� � �w „ Prepa�ed far� �.���� z ����, � ������ �,: � � � �� �� : NOTE: 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE '� �'�'� � `� ���� °�` '` � �; �`� ` '� � � ' ` s � �'� `'�� � �'�` ����`� ' ��� �z�� , � , ,,., ��� � ` ,� � �t: j • SEE PRE-CONSTRUCTION THROUGH CONSTRUCTION PROVIDEDAFTEREACH RAIN EVENTe ��'��r:� � _._.M__..�.._.w.,..... _._., ' = 7 K8}/Cl2rOSS AVE. IC1C. � r ; � �� z �� „ , Ls F . � ACTIVITY, OF CONSERVATI�N AREA AND NO GUT BUFFER �2 � ` ` , } 3 PLANNING BOARD POLICY. CONTRACTOR TO ADHERE TO 43 Edgewater Drive � . : 3 i� a ��.� �r�€ . i ^. ��, i �� :.z I�� � �` i 'C��. A a �������°'� ���� ��� �` ��'_� �� `�� � f � ��� � �' � a���� ` � ����" ���� ` ��` � � �'��'' � �� ` � THE REQUIREMENTS OF THIS DOCUMENT. Dunedin, FL 34698 � �._.... � � � STABILIZED CONSTRUCTION ENTRANCE ,�� �{ # ,� �� ��,� � � �. � ��� � � ��� � ���z ; � � .���...��n� , ....� .i�j�• ��:,_ ��ar��a �� �. . ,....�., .. 1 xx e- � {- �a SCALE' NTS �`� ``'� al"��aR lt �r v � v �s 3 ��, ax a� z� r' �� � '�� ���� ° � � �� � �� � ' �` ' �� '�� � ��`' � `e° �` TEMPORARY CONSERVATION AREA PROTECTION FENCE � \ � �, �� ,, � '���\� '���: � �s � _ v �, r ' � t'�, ;�` � ��! ;, i �� � � �:;v M/'1/�. 2 �����' � ��� �� � 3 :� yr [ �x�i �a3 Zx i1� i � ;s��,,. �.�� �+ ._��,.� ��i� • �� � • � � : ; � O SCALE: NTS ��� ,�:....,�` ,�._�r;���� � �. ,_d, ; � � NOTES: _ °�',, �_ __...__. .__� _ ,_ ___.�...................._._.._ ..... ...._.. w � .� , � � � ,.c �____. . _...... ________..._._..�. � ,� _� �.,, ..: `� i�:' KeyPlan: �' �' �' �' �' '� 1. AREA CHOSEN FOR STOCKPILING = = _ � � � y � � � OPERATIONS SHALL BE DRY AND ��T?� �� ,i, .� y �- v, .v v. .� .� .v STABLE. LOCATION SHALL BE �, �, y �, �, �, ,� �, �, �, � APPROVEDBYTHEOWNER�S TREE PROTECTION FENCE REPRESENTATIVE PRIOR TO � y � � � � � � � �` � � INITIATING WORK. � SCALE: NTS �' �' �' �' �' �' `� `� � � � � � 2. MAXIMUM SLOPE OF STOCKPILE FREE STANDING"NO PARKING"SIGN � � � � � y .� �- .� �- � .� .v �. .� SHALL BE 2:1. MAXIMUM HEIGHT FREE STANDING VAN ACCESSIBLE SIGN TO TO MEET ANSI STDS, (12X18" MIN. SHALL BE 12 FEET. INSTALL BEGINNING OF MEET ANSI STDS. (5'0" MIN. MOUNTING HEIGHT SIZE.5'0" MIN. MOUNTING HEIGHT AT � 3. EACH PILE SHALL BE EACH ROLL IN 6"X9" AT BOTTOM OF SIGN). SIGN SHALL NOT BE B(}TTOM OF SIGN}. SURROUNDED WITH EITHER SILT ANCHOR TRENCH � OBSCURED BY A VEHICLE IN THIS SPACE. �\ � � FENCWG OR STRAWBALES, STAPLE, BACKFI�L, & ,� q„ � f� ' g,� INSTALLED PER CORRESPONDING COMPACT SOIL,TYP. � � ` a �.... DETAIL. ��� � :� : 6, �,. 4. A PERIMETER DIKE/SWALE SHALL TOP OF SLOPE BE LOCATEQ UP-SLOPE OF THE TOPSOIL STOGKPILE, STARTING AT TOP TEMPORARY STOCKPILE OFSLOPE, �NSTA�� -- 2 BLANKET IN SAME SCALE: NTS DIRECTION OF 4"WIDE PARKING WATER FLOW, TYP. LINES PAINTED CONCRETE NO-PARKING STRIP PAINTED 10'MAX. �TO � 36"MIN, FENCE POST / WHITE WALK WITH 4"DIAGONAL LINES �,r,� -36" MW.,2"HARDWOOD FENCE POSTS, � � NON-ACCESSIBLE NOTE: o DRIVEN MIN. 16"INTO GROUND � PARKING SPACE (TYP.) MAXIMUM SLOP WITHIN ACCESSIBLE •.•:::...... . . „ PARKING AND/OR STRIPED AREA � W :•:::{:•::•:}:: :•::}:::::•:}::•.:::�:::,:•.:............ , :: : 2- " NOTE: SHALL NOT EXCEED 1:50(2%) ::�::•::•::•:;•:�: :�::�::�::�::�::;;•::•::::•::�::•:�::�::::•::�::�:::�::�:::::�::�::;�:::.�:.:�::::............ :::.::- �-,� � > w '� z :::::.:::�: :.:::�:::.:�::::::.:::�::::::.�:::.�.:::�::::.�.::�:::.�:.�.�::::::.�:::::.:•;:::::.:::�:::............. � o , . F I - ;.,c--a,,,.;.j.,.. O c� �:�: FILTER ABR C PROVIDE 1 ACCESSIBLE .. .. ................................................................................ ................... . .... .�.:., J m � � ��; ;,�,:. ;;>:�.::_� �.:�;.r.��:�;:��3`:..._,. e„ . , x :i�.>S:;!1;:.�i ...:::::::.': :.:::�:::.::'.�::::.:'.:�:::;:::.�::::.Y;,�:::l:.::�::::::.�.::::.:'.:�::::.::::::::.:::e::.::':.:�e:::.::Y;. .:'.:�:::::::.: W Q �:.;.:is;:i:.�'„_3....,. �::�::�::°::•:::•: •::•::•::•::•::::::•:;•:�::::�:•.�::•::•:.:•:;•::•:::•:::•:;•::•::•:•.:•::•:::�::•::�:.�::::�::�::�::�.:��:;�::•::�::•::•:::;:•.;•,�:•::•.•: •::�:::•:C;•::�::•: P CE IN EVERY 25 m � � .. o S A � .� � ......... . .................................................................................................... .. .............. -:.:_:. _.,,..: co ......... . ::::::::::::: N BOTTOM OF SLOPE " . PARKIN PA E P T i.o � � GS C SU 0 ' J H EROSION C TROL MATTING� SHA L B ON L E � Q = 100 1 HANDICAP SPACE , FLOW � ANSI � MANUFACTURERS INSTALLATION NOTES: U NY D T APP VED F R TYPE B LA S 0 RO 0 C S II S �. .........:::::.:::�::::.�.::�::.::::::::::;-,_::::.:.::�:::.:::�::::.::�.:�::.:::�::::.::::::-:::;;�.;�::�::: �::::.:;:�::�::' �- � IN EVERY SPACES OVER � u' - STANDARD > � >:.,.;.. __.,_=���_�=�.... :::........._.__ ...... ... .:.:...>,.r.......... ::..........:___..,......_.,_,.;:_.:::_:."��:=�::::.::•::•::•::•:�•::�::•::•:;•::•::•::•:.•:•:�:::�:::;;•::•::•::•:•:•:•:•:•:�:.•::•:;•::• �,;:,;,_'_:.;.i.;:::::E::;'::r>�;�;_:::<_,_,.>...;.H:.�.._:::::.::::::�:.:__,_,.,__:.:.:.�:::::',:.......:.: ....... ............................................. : •::•::�::•::�::�:::� APPLICATIONS. ;.._..:.<_:.__.;:.....:::: ::.:.:......:.:.:..._:,.:....:::; ::.;.;......:.:.:..._:.,,.:.. ...:•:• :�:�:::�::�::•:•:•.•::.:•::::::::•::...:...... :. ..:::::....... p m 100. (AS PER N.Y.S. + =:u._::_;_;;�,._.;_::: �:.�;,:_�::�;:_::_;:;;:;::._;;,: �<;,;,:-:���=:__;:;;;:.__;_,, .:..:.. :.......::..:.:.............:...::::.::•..:•.. :.....:::.�.�. _ Q _ ' HANDICAP ..... z 1. PREPARE SOIL BEFORE INSTALLING MATTING INCLUD�NG APPLICATION OF SEED. - , �:�::;..i:�;:.:..:r...>...:._.;::.:_�;::,�._,::: .i:.<.:.. •:.:�.: ::::,:�._:::::.�.�::..�::•.�:::::.::.�:::::.::�:. .::�.:�;:.�.�.:: c" � - _ � BLDG. CODE . ;.:.::-;t'y,.-:;:.-�.:: .i�:;:..:; -:�,.-:;;; a:i..-:.:<. ..... ........................................... . ............. co Z ,.�,",:;::M;--.::::.,:.;:.:::;:;:,,:_,-�.;,.,-�,.:..:,.....: _ ':�::�:.'�::�:;�::�::-;:�;:;�:;�::�::�;:�:�::�;:�;:�:;�::�:;�;::;�:;�:�: :�:,�:�:;,;;:�:.: � - 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 9" DEEP BY 6"WIDE TRENCH.ANCHOR THE MATTING WITH A ROW OF SYMBOL „_<..:i:::=3:1:::: ;5::_;;??; :;:-!_ <s�<=;_=;::�;=__+: -- _, .... .::.:::•::::.�:::,�::::.::.:::.:::�::::.�:::. •.�.�rr::r:.:: � �:,�1- ;: =:;-::.,::° �`. �����-�•�•���;:.o.:�::::.::�:. :�.�:�::::.::�. = STAPLES/STAKES APPROXIMATELY 12"APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.APPLY .... . ............. � �""���" � SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12" PORTION OF MATTING BACK OVER THE SEED AND COMPACTED SOIL. SECURE F�'�� PERSPECTIVE VIEW ��o� EMBED FILTER THE MATTING OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"APART ACROSS THE UVIDTH OF THE � MATTING. � 9'-0"-0"TYP. 8'-Q"-0"TYP, y 8'-0"-0'"TYP. FILTER FABRIC; FASTENED SECURELY TO CL4TH MIN.8" 3. ROLL THE MATTING DOWN THE SLOPE.THE MATTING WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE.ALL MATTING FENCE POSTS W/STAPLES SECTION �NTO GROUND MUST BE SEGURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN GUIDE. AC�ESS� BLE PARKI NG CONSTRUCTION SPECIFICATIONS: 4. THE EDGES OF PARALLEL MATTING SHEETS MUST BE STAPLED WITH P►PPROXIMATELY�"-4"OVERLAP DEPENDING ON THE MATTING TYPE. 1 1 SCALE: NTS 5. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE)WITH AN APPROXIMATE 2"-3"OVERLAP. STAPLE 1. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. THROUGH OVERLAPPED AREA,APPROXIMATELY 12"APART ACROSS ENTIRE MATTING WIDTH. 2. FILTER FABRIC SHALL BE ON THE NYSDOTAPPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. cirvoFSARa,Toc�sPRiNcs ProjectTitle: CONCRETE SPECIFICATIONS OF THE PLANNING BOARD S I LT F E N C E THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPIY TO ALL CONCRETE Ka yd e ro s s Ave. E�S l 3 E RO S I O N C O N T RO L B LA N KET WORK WITHIN THE CITY OF SARATOGA SPRINGS WSTAILED WITHIN A CITY SCALE: NTS 7 NOTE: RIGHT-OF-WAY ANDIOR WITHIN THE APPROVAL AUTHORITY MINIMUM C o n s e rva t i o n SCALE: NTS SPECIFICATIONS. 8�(M IN.) EXPANSION JOINTS ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL S U IJ� I V I S I O� �� CONCRETE SPACED ALONG CURB MEET OR EXCEED THESE WASHOUT SIGN TOP COURSE-NYSDOT ITEM NOTES: FiNISH GRADE 1a'O.G. MAX. 1. PAVEMENT SECTIONS SPECIFIED ARE TYPIGAL FOR STREET, CONCRETE SHALL BE ONLY PQRTLAND GEMENT CONCRETE AIR-ENTRAWE�OF 227 Kaydeross Avee East STAPLES 2 PER 4Q2.098302-9.5F3 H.M.A., 8O DURABLE MATERIALS AND SHALI HAVE(1)A LOW WATER-CEMENT RATIO � � � � � CONCRETE � SERIES COMPACTION DRIVEWAYAND PARKING LOT CONSTRUCTION WHERE .�e��" � 114°RADIUS (MAXIMUM0.48),(2)ASLUMPOF4INCHESORLES5,•�s�AceMeNTcoNTEn,To� Saratoga Springs, IVY 12866 WASHOUT BA��) TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. � "I "I 606 LB PER CUBIC YARD OR MORE,(4)PROPER FINISHING AFTER BLEED WATER BASED ON ANTICIPATED VOLUMES AND LOADS THE CITY HAS EVAPORATED FROM THE SURFACE,(5)ADEQUA'TE DRAINAGE WITH A SLOPE STRAW BALE WOOQ OR METAL ' � � � ` ��� .� � - PAVEMENT QF 1/8 INCH PER LINEAR FOOT OR MORE,(6)A MINIMUM OF 7 DAYS MOIST � � STAKES(2 PER BALE} �-----:-� : TACK COAT-NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION ����` ���� '' CO CURING AT OR ABOVE 50 DEGREES F,(7)A MINIMUM COMPRESSIVE STRENGTH 1Q MIL PLASTIC 407-0102 DILUTED TO BE INCREASED TC3 CARRY DESIGN LOADING. `����� ����� �• !� '' OP400QPSIAT28DAY3,AND(8)AMINIMUM30-DAYDRYINGPERIODAFTERMOIST cq �� ��� � ' ' :' CAST-IN-PLACE CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXP05ED TQ � �` ' 0 o LINING ` p Q o �,,..,��� ,; � � ,���--BINDER COURSE- NYSDOT ITEM 2. TAGK COAT BINDER BEFORE PLACING TOP COARSE IF MORE � ������:',;,a.;; � ,,,�;_,�,,,��.,�;.,a.�.�;,<,.� � cotvcRETE cuRs,SEE FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.THE EXACT LENGTH OF OF �E� ~' Z ~ o � '' ��r� ��� ����4 402.198902- 19F9 H.M.A., 80 THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER � \ �� ��`�.. :s° + �;����;�,��� � CONCRETE TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND �C� a F3 yQ '�• z � � ����i��\ �.� i \� �i �-" ..a\�� � ` ,�L.�� �\��'�\.. � ��C� �'�'�,.. � � �\' >� �� � `�r SPECIFICATION WEATHER CQNDITIONS. P �� c.i - � �t r ��� � �. t ;��; SERIES COMPACTION PG COURSE. �� \�� ��� ,\s� �\ � � J� l� � ' 0 0 00 � d �r C'1 � � ,���. � ... : ��� :'� �: l" f �. � � _. � �-- W m w , . � BINQER LIQUID ASPHALT 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING '��`�`'� � "° �`�����`}° ���� TECHNICAi.SPECIFICATIONSFORCONCRETEASHEREW DEFINEDSHALL O � , 9 � �' , . { � :•.t -.:�.��Y:���c�aZ_ ����:\;�;..�:v,.�.�'. GRAVEL COMPACTED TO �� it O •,, : r. fL ,; 9 0 M IL PLASTIC � ` - _ ��,�\ � ��� � ��.��,� CQMPLY WITH THE APPLIGABIE SPECIFICATIONS OF THE NEW YORK STATE w � .. LINING cn ; � ; GRADE SHALL BE PG-64-22 AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. � ,��� ��� �� � :��� ` �`' STANDARD PROCTOR oEPaRrMENT oF rw+Nspa�r,aTioN sra,NOARo sPEciFicaTioNs r . � � u, ,t 0 0 ; �� , � �. � � ���,� � ���.; �,� � � � ; ALL TESTING SHALL BE AS ORQERED BY THE CITY ENGINEER • �\ ��� � - CONSTRUCTION AND MATERIALS°,tsss. n � � - 2 ��������� ����, COMPACTED GRAVEL- AND SHALL BE PAID BY THE CONTRACTOR. � � � ������ �� � � � ��A'���� : ����� '�� SUBGRADE � S T R A W B A L E S S T A K E D NOTE: � � ����\�\�\ � N Y S D O T T Y P E 2{S E C T. ANv c�aRiFicariotv,REVISIONS,MODIFICATIdNS THERETO SHALL QNLY BE MADE c4 `� 3 � ��' � � � � � �� 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMPACTED TO 90% E" "` '`Ogt3� SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. Q �, INTO GROUND ��\��� ���,\\�\ \ : 304}COMPACTED TO 95°lo COMMENCING PAVING OPERATIONS. 7" STANDARD PROCTOR '"R O�� 0 � 0 0 � Q 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO oF�SS� � � \ \ � \ \�� � STANDARD PROCTOR *A SUPER PLASTICIZER MAY BE USEQ TO INCREASE SLUMP AND WORKABiLITY ADEQUATELY CONTAIN CONCRETE CLEANOUT. '\ � � �� ���\ � '� FULL GURB AT LAWN WITHOUT INCREASING THE WATER-CEMENT R,4TI0. ��\���������:�\��\�� CRUSHED STONE, 50/50 MIX N0. 1 &N0. 2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE ° CRUSHED �;��\�\��\����� �\� 2 S T O N E (N Y S D O T 7 0 3.4)W R A P P E D I N PROVIDED AT EACH LOCATION. PAVEMENT TOP BINDER GRAVEL STONE C O N C R E T E W A S H O U T ������'������ �� �� GEOTEXTILE W. MIN. 6"OVERLAP TYPE COURSE COURSE COURSE SUBASE C O N C R E T E C U R B D E T A I L Project No.: 2016109 4 MIRAFI 500X GEOTEXTILE PARKING Design: DRC SCALE: NTS SUBGRADE-COMPACTED TO LQT �'1/2�� 2° 6�� 6° � � SCALE: NTS Drawn: HSM Ch'k"d: DRC DOT ITEM 620.43 STONE FILL 90%STANDARD PROCTOR Date: 4/8/2020 Scale: NTS (LIGHT) STANDARD 1-1/2" 3" 6" 6" ROADWAY NYSDOH Rev: Descriptian: Date: CORRUGATED HDPE STOR P�P+NS OR SIZE&E GTH AS P HA LT PAV E M E N T 1 GEOTECHNICAL REPORT 9/11/2020 2 CITY COMI�/IENT 11/9/2020 .-'"�� PROPOSED FINISHED GRADE- V SCALE: NTS 3 CITY COMMENT 2/18/zozl SEE PLANS ,.:-''� 4 MYLAR CHECK SET 3/4/2021 Z � GALVANIZED STEEL ' ' f � FLARED END 5 TREE PROTECTION DETAIL 8/17J2QZ1 � ��f YpRK�TAT�DEPARTMEN7 OF HEALTk: Glens Falls District Offic� � o SECTION � PROPOSED PAVING EXISTING PAVING ,��er to�rst sheet for appruved date ancf signature. \� � KEYED PAVEMENT TO BE FLUSH WITH orawing Titie HDPE FLARED END SECTION �'�,� a � z TOP COURSE EXISTING PAVEMENT r � �ti � _ BINDER COURSE �2" MIRAFI 160N FILTER < � ; 1-/2"MINIMUM DEEP KEY WTO M� • FABRIC UNDER EXISTING PAVEMENT S ite Deta� s � �� ������a� �� � \�� ��� � � FLARED END SECTION °'���:`�������.����•�;���:���������;�`��` &RIPRAP ��,A`�ti��;;�� ��� ,. � � �`.�a�:��:: ��;�� SECTION VIEW °�\����\���������*��\�����`\������'�`>� COMPACTED BASE MATERIAL Planning Board # 17.0�6.1 �' ���� � '� � �`" Drawin ivo. AS REQ'D.- 10'MINs ��Y;�������`?�����,s�������M,������`��;�o���r �:�.. z..�:�.�: �.<�,: a :;`:�::": `:��`•:`.,;:�`:�,<�:�� .,; .. COMPACTED SUBGRADE PLAN VIEW "TO BE USED AT ALL OPEN PIPE ENDS ��� Appr d un er a hority of a resolution adopted ���� z� FLARED END SECTION DETAIL PAVEMENT KEY b P� n� o d of the City of Saratoga Springs. �-$.� 5 SCALE NTS � SCALE NTS ' hdlfP@fSO� Date 'ignedA����� ALLOW 2" FOR FINAL HEAVY DUTY FRAME AND ADJUSTMENT OF FRAME GRATE, CAMPBELL N0. 2�-6° FRAME A D COV RLE � FRAME TO BE MORTARED TO TOP FINISHED GRADE 2816B WITH GRATE OPTION OF CATCH BASIN WITH NON-SHRINK STORM SEWER PIPE TO BE MORTARED , LABELED"STORM" OR APPROVED EQUAL IN PLAGE WITH NON-SHRINK GROUT CLE R OP I GROUT.ALLOW 2" FOR FINAL - TI 1� LA G R�J V P i ADJUSTMENT OF FRAME. � " `°�^ `"^`'� : : . � - 3;0, M 2'-6" 2'_6" � 2k� ;� ` � � �' ` ' PRECAST CONCRETE ,_,. $" : MIN. I.D.*'` �: 6" : MIN. LD."* • CONE EXTENSIONS AS R ��� ��'� + � ��g r.andscape Architecture�.Engineering P.C. , � ADJUST TO \� � �_��� ��'��������� AD USTMENTS 6" � � � � �. ��, � V` : N a V�. ���V���� n PP.O j7CC.P6lY�lOSP..PC[LGC. PRECAST UNITS \�: � � ��� ��� �;����. MIN. TO 2Q MAX. NO � ����������`����; CONCRETE BRICK 40 Long Alley p;5I8-587-8100 ..� ,., �� �` ��VA� . �l ����i� � �VA A�� �� `: "30" MIN. SUMP ECCENTRIG �� �� �\ ���.�\�\,\�\� SHIM COURSES Saratoga Springs �51�-587-018Q ORANGE WATERPROOF PERMANENT ' ,\ A CONE ���'� \��` � I�IY 12866 www.thelagroup,com ` , �. PRECAST CONCRETE * �` SECTION � ��� ��'�� POLYETHYLENE SIGN READING: BOUNDARY ��.• KNOCKOUT PANEL �, � �� •� .. ° � � v � ���"���` SECTIONS-4000 PSI AT 28 WARNING FENCE NO EQUIPMENT NO `�� EACH SIDE �:`��; , ,,`-�, `�;_ �����' � ! �� �\'��`��°: DAYS,AIR-ENTRAINEC? Unautharized alteration or addition to this � ��,,, �, , REINFORCED PLASTIC �� �� N �-� ,:=� JOINTS BUTYL SEALED- document is a violation of Section 7209 of the DISTURBANCE � � � A-A B-B ������,-� � � a � �.� � ' �'� -: N - Y STD. OR New York State Education�aw. \ \ N SL P STEPS PER \� ��� \;� � - � �=' �`�� � 12"TY ON � NYSDOT 725-02.01 �� �� : E. � A.O.B.E o INDUSTR > -.� _ , , �, ,�- ���� PE 2 CRUSHED STON � � ��� ���°� ' ` � `��,;, � � � �� ����� ��, A '� . �� - �� UNDISTURBED SUBGRADE � RISER �� � �� ` �� '��.A� �� `�_�. � � � �,,. �� ��� � o A� SECTION Q �\����. 4,.0„io MiN. � P � - \\ ' 0 the LA Grou 2014 ��' . �A �� A � �,��� �, � io B ��\�\ \.. \ �\ �\ \�\\ ��: .�,: �� � � O \ \�\\ t � � V��A ��� � \: , . � � \ \\\ ��� ,:\� '��' ��\,� � \ ���� � SECTIONS ��� �� �' Preparedfor. � � � :. �� � ` � \ V `� � \ CONCRETE-4000 PSI 28 DAYS MIN. N.T.S. � .��\�\� - ( � 227 Kaydeross Ave. �f1C. \ , � ': \ ' , �,, , �\�• � � � ` • � � SIZE AND LOCATION \ �\ � � � �� �:. � �� � \ @ O �� \ � � ,,, ,, �. . ,-, 6, REINFORCMENT-6x6- 10{10 WWM ALL � �\ cn � ,. , .; �6- , OF PIPES AS 43 Ed ewater Drive � ,, " > ,,, M/ 3' FOUR SIDES AND BOTTOM CONFORM TO ������ � .,. . N, � BOTTOM � .... _.. ...>. ....... �;,>���� SPECIFIED Dunedin, FL 34698 • ', % B � ASTM STD.A-615) SECTION ao ��� \' ` � �� � �\� �� , METAL POST; OR EQUAL r ����, a � M.. , > ,� �\ �, _ � 10'O.C. MAX. ; \\ \\\\\ \\ ` E\, � . , : 4 \\\' 12 CRUSHED STONE �:� � :� . ��� _ �, � UNDISTURBED SUBGRADE ��������������� : n ����� �� ' � � ��� : � OR ADDITIONAL NOTES: , ,. ���` �'��\t�� � ��;\� � .; 1.ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. � � �1 � � � � ��` � FOUNDATION STONE A.O.B,E. :OT CONTRACTOR SHALL INSTALL STREAM/WETLAND PROTECTION FENCE AT THE BEGINNING CATC H BAS I N D ETA I L STO RM MAN H O L E KeyPlan: OF THE CONTRACT,AND MAINTAIN THROUGHOUT ITS DURATION, THE CONTRACTOR SHALL (� NOT DISTURB EXISTING WETWND AREAS W�THIN THE F�NCED AREAS. sCA�E: tvTs �J SCALE: NTS • INSTALLATION SHALL�E BY HAND. NO GROUND DISTURBANCE OTHER THAN DFtIVING POST IN THE GROUND SHAL�OCCUR. ' TU RF STREAM/WETLAND . � � � PROTECTION FENCE . ..:`.��, � . , . � .`t�� . ���. :.�; � : ...,.. ,�li. EXISTING UPLAND � . . .. .. � .. . , . .. . :..���, �u,. ..., .......�u. : ...�. . . :. i ' GRADE ��ASPHALT DRIVEWAY � ASPHALT WARP 1-114"TO 1-1/2'° WATERPROOF PERMANENT � WETLAND BOUNDARY OR TOP OF &APRON REVEAL AREA(BOTH SIDES} SIGN (8.5X11 MIN.) READING: STREAM BANK EXISTING WETLAND OR STREAM �.. ,��pN �-�N N-�p,G NOTE: °NATURAL CONSERVATION AREA, NO TREE � � �t� . pF�UR �5' E CUTTING OR DISTURBANCE PERMITTED AT ANY BANK, NO DISTURBANCE . . , ���'' .�� � '� pp SEG �p,V�o �F FR� AT LOCATIONS WITH NO CURBING POINT FOR ANY REASON. MORE INFORMATION ' ���� M�N,pR�a-�N=2`'�0 BLEND SMOOTHLY WITH EDGE OF CAN BE OBTAINED FROM THE CITY OF i � `• +R5 ,J 5_p� Mp�l• ROAD PAVEMENT. SEE PLANS FOR SARATOGA SPRINGS PLANNING DEPARTMENT �• �lG� SHOULDER TREATMENT AND AT 518-587-3550 X2533, OR � � � �'" �STREET DRIVEWAY CULVERT LOCATIONS. � WWW.SARATOGA-SPRINGS.ORG." TAPER CURB 6"CONCRETE CURB STEEL(14 GAUGE MIN.) U CHANNEL FENCE POST WETLAND PROTECTION FENCE DROP CURB AT RESIDENTIAL DRIVEWAY �AT CURBED LOCATIONS ONLY) �;`��`���` ��' `�`�`��``'' � ��������� ������,��,t. \�\\\`� ������`� 1 SCALE NTS SCALE NTS ���� ��� � BASE POST DRIVEN INTO GROUND SEE NOTES TEXT LETTER APPROX.SIZE M.U.T.C.D. SEE NOTES FOR SIZE TYPE OF SIGN NO. � TRANSITION CURB SPECIFICATIONS ` 3' STOP SEE 30"x3d'" R1-1C A STOP M.U.T.C.D. 6.25 S.F. ,. ., � � ^ �� � . _ ' � .. � NO CUT BUFFER SIGN END OF SEE � ' 1 O SCALE: NTS B PUBLICTRAIL M.U.T.C.D. 30�X3O� __ O �(� ' 1 _.._ ' .._..... ;._... _. ' : ; w pRivAT� SIMILAR 6.25 S.F. p �ROPERn SECTION z W � GALVANIZED POST& NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. � BREAKAWAY HARDWARE S�HEo��E � T RA N S I T I O N C U R 6 APPROVED BY CITY 6 N OT U S E D TRAFFIC DEPARTMENT SCALE: NTS 7 SCALE: NTS NOTES: P�oject Title.• N ^ 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE + w � NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS 24" 3' 24" Kayd eross Ave. EaS 4 � o AND ARE SUBJECT TO REVIEW BY THE TRAFFIC QEPARTMENT PRIOR TO FINAL PLANNING w �' BASE POST DRIVEN INTO BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY GONSIDERATIONS MAY � ' C o n se rvat i o n � GROUND(CONCRETE REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. S U b d I VI S(O C� SHALL NOT BE USED) �• POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT: \ � 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR 227 Ka deross Ave. East ELEVATfON APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS. ELEV.=260.85' — ELEV.=220.0' — Y 24"0 24"0 Z Saratoga Springs, NY 12866 � a SIGN DETAIL / SIGN SCHEDULE � ;��, ;, 2 SCALE NTS Z _ ` \�`� ,��Q� � _ : �„ . . , _, _ � . � � �__� P �;p.� � ��.._, _, �, ,�, ,� � o �._ y� •A . c� �� ���oQ� �- �<< �... , r-- a ;,x.; � -�� ; � � f , , r ,.. — - ��`` � �. �� �, `��. �: �� ` . . `�'' ��� . ELEV.=217�75' �' m � �' �, ,� "��. , . ,,. , .� . � ..., . . ��.. �i�;;�4 �.,�ac.:: �\ � i� �- "�,� i� A-'� i�..�. ' �� \ s "' �'��s , � � :� .. .. . �,-� :,�, �� , �. � � :,� �� � " �.�.�;� �,� �,";' � �� ELEV-257 0' , � � � � � � a. ... � � , t ��� v. _ 2 �����.'. �.� ���-' ` ,��, trl`� . . 1`� ..z'..� �•�,:� .x � �-��� .� � .�y � � • • — _<y� -t'�;.� -��. , ,.i. �l� �>.' �� ��. .� � :` . �� � . �j v �? \-: �` � � �Z.,,'�� V `�.' �: � �II � � ' � , �� �1 �`� " � $9 ; .� . . � \_<;` � .., � . �'� ,� � v�:� .;�F �,:� _ � ., � ,.,. `�-�. , � `,� �� \ ;� A2"x3"ORIFICE �� „ 9��ESSIONP� �- .�:_ m oA �?. _ 0 10 x8 ORIFICE NU $ 17"x13"CORRUGATED STEEL L_8 Q PROPOSED ASPHALT ROAD WALK PIPEARCHCULVERT, OCS-1: OUTLETCONFIGURATIONA OCS-2: OUTLETCONFIGURATIONB PEDESTRIAN CROSS ALUMINIZED, TYPE 2 � � Project No.: 2016109 SCALE: N.T.S. Design: DRC NYSDOT I�EM 603.08 STRUCTURAL FILL �,�.---TRASH RACK Drawn: HSM Ch'k'd: DRC TOP OF STRUCTURE Date: 4/s/2020 Scale: NTS FILL CULVERT WITH WELL-GRADED OCS-1:260.85 24��f� ____________ ___ __ __ BANKRUN GRAVEL OCS-2: 220.0 6�� NYSDOH Rev: Description: Date: � ^ � r .�.., . , � ,: _. , - - � � ; \ ~* \ y ` \ CONFIGURATION�A OR B ��� � � ��� f �` � ` � ' � i INVERT REFER TO ABOV 3'X 3' 1 CITY COMMENT �/1o/zozo . : �. �.. y _ 2 CITY COMMENT 11/9/2020 �E � 1 t�a �`c l .: . ,. ; �,. � ' � '�� ' � FOR PERFORATION 3 CITY COMMENT z/18/2021 � ����, :�� MtN � �' ,_-, ,�� �.l _. ' � GEOMETRY ' ;„> � i , " j ` ;_.1 ` i STONE RIPRAP, 4 CONSERVATION 51GN 8/171Z021 ��� ` , � � �� � ' f ��` � `,,� 12" DEEP � ;� , � .. �. . - �. �-F� � ._ . . �.. �`------------ ------------------ - ----'� FINISHED GRADE i'��vV�'C��t6f�T�AI�.[��PAf�"i"l���V�t�F H���s;-, Glens Falls District Offic� NOTES: �ef�r#o first she�t for approved date and sign�t�ar�. 1, ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL,AND FINAL TRENCH SEPARATION GEOTEXTILE FABRIC, Drawing Tit/e BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL TYP. '. , OCS-1: 18" HDPE, INV. 257.0 BEDDING AND BACKFILL MATERIALS SHALL BE MECHANIGALLY CRUSHED STONE, MIXTURE OF OCS-2: 15°HDPE, INV. 217.75 COMPACTED TO THE SATISFACTION OF THE ENGINEER. NYSDOT TYPE 1&2 STONE ` : `. 6" ; 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. ` ` `�" ` ` '� ` ` ` ` � ' L ` �� S i te D eta i(s 3. ROUNDED BANKRUN GRAVEL SHALL BE AS FQLLOWS: � � � � ����� � � �� �` � 12 THICK STANDARD 51EVE SIZE PERCENT PASSING SIEVE PROOF ROLL SUBGRADE, T Y P. SELECT GRANULAR � ��� ` `� � CRUSHED STONE $" 90-100% BACKFILL .�� , .�����: �,..�,;;� ;�, >`,� . �a � ..;�. . ` BASE Planning Board # 17.006.1 �zozaQ�z � 6" 80-900o Drawing No. �� } 3 40-60/o UNDISTURBED OR J 12"SUMP, TYP. STORM SEWER PIPE INLE7 3/4" 10-20% COMPACTED SUBGRADE Ao�roval N0.7 5-10% SECTION ��Z� Approv und r ority of a resolution adopted , �°�� by t lan n r ; f th - 41rpers n4ratoga Springs. '` PIPE ARCH CULVERT SECTION OUTLET CONTROL STRUCTURE y L-$.1 3 Q Dat S gned`,r� SCALE: NTS V SCALE: NTS ����7' , ,�PROPERTY LINE � � CURB SEE NOTE ROADWAY ` '�\ \\.; � �\..� \ `�' � \�:. `���� ������;` ��������\ � \��\ ��\��. C. T LA GROUP •'`\\ \\ \ ��,\�\� \��\�\ \� \\�\;\�\ \��`� \��\\ \�\\�\�` Landscape Architecture&.Engineering P.C. „ ��\���\�\�� .� \��� \�\� ` \����\ ��\�\::�.. \�\�\\, . , , , , . #30 ROOFING FELT WATER MAIN 1 PIPE LENGTH (18'-0" MIN.) PROPOSED FINISHED GRADE OR EXISTING GROUND LINE Peapte.Purpose.PCace. NOTE: , THRUST BLOCK 40 Long Alley p:518-587-8100 LOCATE CURB BOX BETWEEN CURB � � ° �:.: �:�� GRADE Saratoga Springs �518-587-0180 ANd SIDEWALK AT CENTER OF � � � �� TELESCOPIC PATTERN VALVE BOX CURB BOX; MUELLER 5'-6"± MODEL ��\�� \�\ . � �:: (2)3(4 0 THREADEQ TIE I�IY 12866 www.thelagroup.com TREE BELT,WHERE NO CURB/TREE � � � �y BELT IS PRESENT INSTALL GURB H-10314(IN TURF)MODEL H-10334 (IN ��-�"'� 'a� � \ , WASHERS&NUTS AS - �� ` CONGRETE THRUST RODS, CONCRETE WALK)(SIZE AS REQUIRED � �� `� ����`�� ` �� • � � BLOCK SCHEDULE SPECIFIED;APPLY(2)COATS BOX AT PROPERTY LINE. Z _,_,_�;� ��:::,,, '��`� \>` �= ' ���'' Unauthorized alteration or addition ta this FOR 3/4"OR 1"SERVICE `'`��� ` � ` 4,000 P.S.I OF COAL TAR EPDXY PAINT � � document is a violation of Section 7209 of the �\ ����.\ ,�,��` FOLLOWING ASSEMBLY(20 PROPOSED TAPPING SLEEVE New York State Education Law. „� z CURB STOP; MUELLER ORISEAL MODEL � �\,� �;�\�° ? � MILS MIN. DFT TOTAL),TYP. W 3/4"COPPER TUBING � H-15209 COMPRESSION, MODEL H-15219 '�f����� � ��\� \�� �;\�> W ��~�-�--� � , '� > �` � � � �° o � �� , � ��. MECHANICAL JOINT O c0 the LA Group 2014 (TYPE K) � (W/DRAIN)(SIZE AS REQUIRED FOR 3/4"OR ����, ,� ��� . � o � � :� �'\ .' t� �, \ � � � � � �. RETAINER GLAND FOR DIP 1"SERVICE) �� � ���� : �� �. ���` z EXISTING WATER MAIN � � . ��:;` TN PIPE,AS REQ'D. �\ �� ` W=`�1D � Prepared for. CORPORATION STOP WITH SEE DETAIL FOR SPLICE SECTION A-A � UNDISTURBED SOIL 8"QJ DIP s,000 Ps� M�N. 227 Kaydeross Ave. Inc. COMPRESSION FITTING, TEMPORARY CAP OR PLUG AS NECESSARY PLAN(TYP.) CAST-IN-PLACE 43 Ed ewater Drive MUELLER H-15Q08 3/4" 3/4" MIN, SIZE TYPE K _ CONGRETE g COPPER PIPE � THRUST BLOCK Dunedin, FL 34698 Q � \I �.\ � 1:� s � ;;3 �:: �' t�, � , �O \1 � � _ >\\� �� \� � \ \ � \,v � \ \ \ \\\� ,\ �\f � �\:� � ` O O -°. a ° n � ��� �_ \ a � � � .A' \ 8 D.I.P � � ,._ . , , ,, �... . _� �:�' ��,,�\s� ��� ��> . WATER SOLID CONC. � �\�y;i .�'� .,� � � � � z:;. ;� ° . .. ::` �.. ���. :.� ��"'� ..:..�: �i�:�`��. . . 4.� ., �. � �' � .. � .4 � F� ��:k � ��. MAIN BEARING BLOCK OR �\;� _ j_ �� . � � ' � � '. \�\ M ._ � u, .,,\ KeyPlan. c.i. Foo� . .. � 1� ' _ �,'`�'�; . « � �. _: .. -- ��- _._ ' �,' �� ' _, . �� _ _.. � \ \�� , _... ,:.. _..: --�-�---�---�-�-- �<'\ �` \'' ! __.. . _. _._.. , ,_. .� �. TYP I CAL WATE R S E RVI C E CO N N ECTI O N � ` � �\�� ��'\�� � \ ��� ��� \\\\ � � \� CRUSHEQ STONE PIPE BEDDING,AS 12"X 12"SOLID PRECAST MECHANICAL 1 \ \ \,,� �� �\�\��\�;\�� �� : ���'��``�����������.� SPECIFIED CONCRETE BLOCKS (6"MIN.THICK) JOINT TAPPING UNEXCAVATED/ SCALE: NTS �'�` �A��A�.�A,��:��� . . ��„�A��A V�:�. ���„��:.. VALVE&M.J. UNDISTURBED NOTE: RETAINING GLANDS ACCEPTABLE RETAINER GLANDS EARTH ENGINEER.S APPROVED BY CITY WATER MAI N CON N ECTI ON NOTES: 6 SCALE: NTS FINISHED GRAD� 1, FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V±= LD W+ LD. -I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY WHERE YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT Z REQUIRED. V=VOLUME IN CUBIC YARDS � 2. CONCRETE NOT TO OVERLAP ANY JOINT. L= LENGTH OF BLOCK IN FEET o D= DEPTH OF BLOCK IN FEET `r' W=WIDTH OF BLOCK IN FEET CAST ALUMINUM FULL LENGTH OF PIPE 3, CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH �.D. - INSIDE DIAMETER OF PIPE IN FEET NOTES: FINIAL AND ROOF CENTERED ON SEWER LINE REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. SAME FINISH AS POLE 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE 4ARC22T5-MDL03 LED: 64 WATT 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS CAPACITY OF 2000 p.s.i. (MEDIUM CLAY)WITH A SAFETY FACTOR OF 1.7. COORDINATED WITH THE CITY ELECTRICIAN AND 2200 COLQR TEMPERATURE,TYPE 5 LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. PRESSURE OF FLUID FLOW IS BASED ON A 300'HEAD. DEPARTMENT OF PUBLIC WORKS. (USE 12QV POWER} DISTRIBUTION, 120-277 VOLT � DIMMABLE DRIVER � 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR � WATER LINE RESISTED BY PILES OR TIE RODS TO SOLIQ FOUNDATIONS, OR BY REM�VAL PAYING CONNECTION CHARGES FROM NATIONAL GRID. � OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF THE CITY OF 5ARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS SUFFICIENT STABILITY TO RESIST THRUSTS,ALL AS REQUIRED BY THE LIGHT ONCE CONNECTED. 5T TWIST LOCK FITTER SANITARY SEWER OR ENGINEER. QQ STORM SEWER 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT *SEE NOTE REQUIRED BEARING AREAS&DIMENSIONS FOR CONCRETE TNRUST BLOCKS NON-METALLIC CONdUIT. UNLESS UNDER QRIVEWAYS ELECTRONIC PHOTOCELL WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: (STREET SIDE) NOTE: TEE 90° (114)BEND 45°(1/8)BEND 2-1/2° (1/16}BEND 1-1/4° (1/32}BEND THHN COPPER STRANDED NUMBER 6 COLORED RED, REFERENCE-"TEN STATE STANDARDS" WHITE,AND GREEN. LIGHTS ARE WIRED 120 VOLTS. � ) 4"-3" DIA. TAPERED POLE, .125 WALL WHEN INSTALLED PARALLEL,ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- PIPE SIZE AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA p�MENSIONS AREA DIMENSIONS PROVIDE A SEPARATE HANDHOLE,SYNERTECH �,� TAINED,WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM OF WATER MAIN INCHES SQ. FT. SQ. FT, SQ. FT. SQ. FT. SQ. FT. SYN121212HH02, TO BE OWNED BY THE CITY FOR THE °O � N THICKNESS, 6063-T6 STRUCTURAL GRADE 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18"MINIMUM VERTICAL SEPARATION BETWEEN PIPES, D x L D x L D x L D x L D x L DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE � '� ALUMINUM OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER,ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR TNE SEWER TO 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2•4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND POLE WELDED FOR SINGLE UNIT PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED INSTALL{1)5/8 INCH COPPER GROUND ROD IN CONSTRUGTION, BLACK FINISH EQUAL TO WATER PIPE,AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. 8 7.24 2.5 x 3.0 10.24 2.8 x 3.8 5.54 2.3 x 2.5 2.82 1.5 x 1.5 1.42 1.0 x 1.5 HANDHOLE.WIRE AND CONDUIT FROM HANDHOLE TO o UTI LITY CROSSI NG DETAI L CONNE�CTI G ON Y ONIONIGHT PIROVIDE WATERTIGHT � ACCESS DOOR CATALOG NUMBER: 2 TH R U ST B LOC K D ETAI L FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1 P 600V PT-D650SRLED-5T-4AR22T5- SCALE: NTS � WITH 5 AMP�USE WITH INSULATOR BOOTS PART FRZ MDL03-A-PEC/4214T4/BK SCALE: NTS FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP 17" DIA. BASE WITH 0.750'° 8" FUSE IN WATERTIGHT FUSEHOLDER W HANDHOLE AND OOO FLOOR THICKNESS, FOUR Projert Title.� SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT.AS MIN PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA ANCHOR BOLTS AND ONE SHOWN.TAGK COAT EXPOSED EDGES OF EXIST. PVMT. KEY EXIST. PVMT, FUSEHOLDER WITH 5 AMP Fl1SE, IN BASE OF EACH GROUND STUD. KC��/d erOSS AVe. East PRIOR TO PLACEMENT OF NEW PVMT. �T• LAMP. RUN#12 THHN COPPER, (RED,WHITE AND LAWN RESTORATION PVMT. RESTORATION GREEN} FROM BASE TO TOP OF LIGHT. USE POLARIS �"CHAMFER C o n s e rva t i o n TOPSOIL&SEED CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN S U b d I V I S I O I1 AS SPECIFIE �NEW. PVMT. SEE DETAIL BASE OF LIGHTS.THE LIGHT IS TO BE MOUNTEQ " � , � - FINISHED GRADE ���,����` ����<����������'. ; - �.� , � DIRECTLY INTO CONCRETE BASE USING FENDER z �,���,�� ..� �. � , � ZINC PLATED ANCHOR BOLT 227 Ka deross Ave. East � ; � ,,. ,?:� ; �.:,.: W A S H E R S, 2 I N C H O D 1/2 I N C H I D A N D 1/8 I N C H � �� ;������ y ¢�# , � «� :: T H I C K N E S S, A N D L O C K W A S H E R S. N ,\�� \�\\�, ASSEMBLY PER Sarato ga S prin gs, NY 12866 ! j � . � ' - , � � �� � � � MANUFACTURER S , ' R ,.=� ' � 3'-6° MIN. � , ECOMMENDATION 1 w -�: � � .`z SUBBASE MAT'L.; z f�� ��`���` ,� � � ; REFER NOTES: 17"DIA. BASE 12"DIA BOLT o �� ��`�� Q v � ^ 2'-6" MIN. PAS C OSE� - �� ;`\\ NO D RECT B�UR AL O w � at-, :�,i, '. TO NEW PVMT. DETAIL PREFERRED AS FAR AS POSSIBLE � MAINS SHALL BE VALVED TO INSURE � �� � ���� AS CIRCLE, DIAMQND PATTERN, �� ,,-:-°-4"=-�-.��,, � W � �_ �� THAT WATER FLOW IS NOT INTERRUPTED ���� �;���; GR(?UND ROD PER N.E.C. �F I`�1E� � ) 2 6 POSSIBLE 70 MORE TNAN TWO HYDRANTS AT ANY FOUR�'X 18°ANCHOR BOLTS '��� � _ � y�, � o BURIED METALLIC PREFERRED � � � '� � � � � �ivEN Tir�E. ,�� _ �` 4000 PSI CONCRETE BASE yfi � �� \ � �� WITH SONOTUBE FIBER � �~PJ�'� �<< ��� � IDENTIFICATION 1 -6 MIN. � � � �� � ' Z SARATOGA STD. 5�-O" MAX. FLUSH WITH ALL HYDRANTS AND VALVES SHALL �� ` ���? �� 0 � " `. ��� Q _ � _- VVARNING TAPE PAVEMENT OR ` , MUELLER CENTURION A-423 m I OPEN RIGHT. �` FROM ZO QIA. � o • .�'� �` +� � � _ � FINAL TRENCH BACKFILL W/4"STORZ CONNECTION z � �"REVEAL IN �\������ �� ��� �� r f � � `�� w � � � TURF AREAS `���`������ .�' � C) , ` � : \\�\ \�`�\ \` �. � � � �' w' � � (SEE NOTE) � c.� .. r,.... ... , , � � � � � �; � ,F, ` ���''`� UNDISTURBED ¢ _ ' .� ' ''` BREAK FLANGE � FINISHED GRADE s' �n ` �"``:•:'` � 20" CO PACDTED TO 90% �pA- O�t33� ��C� . > o PAINT SCHEDULE: � • PIPE ZONE BACKFILL LOWEST PART OF � �.;��•� ���� •��`� •��` �' �i � BOLTS TO BE �� ���� �� ������ �,� COLOR OF STANDARQ PROCTOR R� pN�' FESS, � � SIZE OF BONNET AND COLOR OF a L.' Q�Q� . : PIPE ZONE BEDDING A MIN. 1-1/2 " . � MAIN CONNECTOR COVERS BARREL - o�� MAT'L �' ABOVEF.GNDAMAX. ? � � \, ` � 6° BLUE YELLOW DECORATIVE STREET LIGHT ' a ' � \ \ \ \ \ \\\\ � g" Project .. 6109 No 201 =: ;. W �\� ��� \ \ \ �; \ ,; � � GREEN, FOREST YELLOW � �� � . �.�: ` �,� . :�:\ � �°� �r . SCALE. N.T.S. Design DBH Cl -- � 10'° BROWN YELLOW Z = -,,, . - -. ---' '- ;, a z VALVE BOX " w Z 12" GRAY BATTLESHIP YELLOW Drawn: KLT Ch'k'd: DBH � PIPE O.D. +24" � � �TELESCOPIC 6 M.J. � � � _ GATE VALVE� o ' Date: 4/8/202o Scale: NTS � m o ATTERN) Q � 14" GREEN, LIGHT YELLOW MIN. � , (SARATOGA � �r, POLYETHELENE 0 0 "' „ STD. - w 16" ORANGE YELLOW NYSDOH 't3UILDING PAPER U 3/4 TIE-ROD FOR MUELLER Q 20° BLACK YELLOW Z THRUST RESTRAINT A-2360} U Rev: Description: Date: W (ONE EACH SIDE) 24" YELL�W YELLOW NOTES: ITEM DEPTH MATERIAL METHOD OF S ZES A DS A N � OR RETAINER GLAND TIE ROD 8"DIP MAIN,UNLESS OTHERWISE NOTED 1. FINAL TRENCH BACKFILL PLACEMENT A.O.B.E. L�RAI ' �� 1.a. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE PIPE ZONE BEDDING 6"MIN. CRUSHED STONE MECHANICAL CONCRETE THRU �� �� : ' EXCAVATED MATERIAL WHEN DETERMINED SUITA�LE BY THE COMPACTION BLOCK.3,000 p.s i � f��:�� . ��`����������������:: ,� � ;������ ``�` �������:_`�� ENGINEER OF RECORD; OTHERWISE iT SHALL BE �IOT REQ'D IF R G ``� � -�-BEDDING, PIPE ZON� M.J. CONCRETE THRU �l�W Y�RK STATE DEPAR�MENT OF HEALTI-� PIPE ZONE BACKFILL 12"MIN. CRUSHED STONE MECHANICAL � Glens Falls District Office STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITI'SHALL BE COVER COMPACTION OR TIE RODS ARE `� ' � �` ��` BACKFILL TYPICAL TO ANCHORIN BLOGK. 3,000 p.s.i. 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL USED) TRENCH DETAIL REQ'D. TEE {TYP.) ��;��r�c�first sh�et for appruved date anci signature. STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL COMPACTIQN Drawing Titfe BE 95 PERCENT. 1. HYDRANT DRAINS SHOULD BE PLUGGEQ.WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL,AND FINAL USE DURING FREEZING WEATHER, TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED 2. WHERE HYDRANT DRAINS ARE NOT PLUGGED,A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SI le U lI I I I.�/ De l.a I I S LIFTS, ALL BEDDING AND BACKFILL MATERIALS SHALL BE SOILS WILL PROVIDE ADEQUATE DRAINAGE. MECHANICALLY COMPACTED TO THE SATISFACTION OF THE 3, HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS, STORM SEWERS, OR ENGINEER. STORM DRAINS. 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 4. HYDRANT DRAINS, WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWA7ER TABLE. PIaC1C111'lg BOaI'CI �i 17.00G.1 �" �p�d d � � D�awing No. �Dt'OVfJ� Approved under autho ' y"6f n?e-solution adopted �"'��'��� PIPE TRENCH SECTION FIRE HYDRANT DETAIL by the i nni rd of the City of Saratoga Springs. ` I Q 3 SCALE NTS � SCALE NTS ' C irperson ` �-/•� Date , �l1 �� /�- 2� F�,ARE[� ENQ SECTIC3N (TYF') R1f�--C�AP t}1tER GEOTEXTlLE(TYP) t�RkVEWAY , I � I � l 3 I� I � �� �F�� � i �if � � a9C`.+: E►, ,.-,�.��e�•�,- ,.� �� - �� I�� . . . . . � J �- � � � � � 5 � � d � � i ' � � � � � � „ �'��;'��►4'<����4_,�y„�, ,��,�����., �� � ,��.. R� �, �`,�.. . � � �� � f�� �j� ��� � �� �� ti�+ . �.� .. tib ._., ... � �� � � . � #� � 1 Ir I� � � � � � � � �) _ . `�., �--.'.._.�.. 270 270 The LA GRQUP � �%`\/\f�./i�./\� �'\ \, .N w�``-�`.�'`,�\�1,���,�\�ji�,�,�j'\�j�,��`/`�`�� 'AQUATIC BENCH PLANTING SCHEDULE : Landscape Architecture&Engineering P.C. �`��:'"r���\�.�\\f�\`r,'�/��\'��\\ \\� � ►NSIDE �t�aW LINE t�F PIP� S�iAI.L B� AT BtJTTC3�f C�F' BOTANICAL NAME COMMON NAME PIANTING SIZE REMARKS ���%''J%f%�f��,%�%f%f�'`.E'�� C11TCN AhJt? SC.OPEL? TRUE T(3 DIT�H GRAE]E, AL�.C3WlNG H�F'E PIPE (5EE BELC3W) �� Peap�e.Purpose.PCace � " : FREE AN� t�NOBS�RUCTE€� FLC3W 20 MEN. L�NGTH IRIS VERSICOLOR BLUE FLAG IRIS 2 INCH PLUGS 24 O.C. RSi'-RAF' C�VER GE(�TEX�ILE GLYCERIA STRIATA FOWL MANNAGRASS 40 Long Alley �: 5I8-587-8100 12" MW. COVER � ; � ��I�GI Tl�D���1�, SE�T10� saratoga spr�ngs f 518-587-0180 ' ; : I�IY 12866 www.thelagroup.com .............---- .._..........................___..._.............._......................................_..............._...;...................._...._._.....- ----__...._.__..._..__ - ----......,...........................,...__...,...........:...................................................................._........._......._... . : 5#-I OULL7 E� � ; _...................................._...............,..._._...._-- .._..._.........._.._...._..__....................._.................................................................,..................._---- .._...._________._.............................._._._..._........._. OVERFLOW WEIR � Unautharized alteration or addition to this �20AD PAVEI�ERI� SLOPE = 1" PER F�7�}T �RIVEWAY AQUATIC TOP: 262.0 : �~-•-----...._.�,, � �"\�\�` TOP OF BERI�1 document is a violation of Section 7209 of the , � --�--..�. _..-,-�.-.---�-- / � \�'�/\/,�\//\//�.�'``/.,��',r`\,; BENCH, WIDTH 80TTOM: 260.0 , � � �,r � � �r � / � �\i � ,� ��`���\�.���.�\��\�\\�,�`e�r�,�.,,�,\, ; ELEV=262.30 New York State fducation Law. ' VARIES 10"-12' ---- ------ '�,,'`�,/�\�/\�/'��\''�/\''/ �/\�f\'`�/`\�i'\S�iUU�.L�E� SE.�FE �''/ f',��; ; ` 1.03 �\ ��, \e, \, �. `� \, \ �, �. a` � � I `'�� \ RISE Eh1 �F�IVEVVAY GRA[3E SHALL (]CCUR '�,�' �/ f�..�`,��/���,�''�,�'�/`t,���Ak�L ��T �� �,✓''� \ \ � i 100-YEAR ST�RM, ELEV-261.27 �i�\����.�i\'`s��'�\����.�.�a°r.����*.���\�i�f\}ALTERE� ��`�,,�,�\��\�,�.�`�,,,/ , �i/'��+%��/���%f` �3RAi�AGE �'fLUVJ�IS �CN E�CEPTEI��BY�DIT�C�-€ . .- . . - . . � . . _ .. � . . . . � . . � . . . . _ . . - . .� .. . , - . . - . - . - .. _. . - . . � . . �.- .. -. . - . . - , . _ .. -. . - . .� . . _ . . � . . - . . f i� � .� .�'' ,/' / / / • FREO BOA m the LA Group 2014 .�.\,/'�.\��.�`��� \ ���'\��\./\ ..... ..... ��::` �..�. • .......__..__..._. ___.____.._._.__..._______ _. .._.___ .._ - 4�,\,.�\1i`��`'�'\ �'/\\/;�`�" AN{� C�tJES N07 DRRIN ONTt� RC3Ad 260 . _...__._._...._.._.._.. ................................ _. .,;°�. S-- ..r.:.v...._......� ,' :: -. . ., . . - . . _ . ._ .. _ . .� � �0 X�AR�T-QF34�;.E��-�-�5�,��-_._.....,,.._...._�.___.. ....___,.____..___ _._..__ . ._�_...._...___.__._____.___ 260 � /. /f. � . _. . _ . - - . . - . . :, .°��� � ��;�:.� - ' ' - ' Prepared far.� � � '��0�� ���T�Q� 4 4 227 Kaydeross Ave. I nc. �� PERMANENT POOL WQv ELEV=257,� � � TYPICAL DRIVEWAY CULVERT DETA�L _.._.._.._..�o_.._.._.._..c�..�.._,._ � 43 Edgewater Drive 1 sca�E�r�Ts FOREBAY soTTOM - ������� - D u ned i n, F L 34698 � � _ , ELEV=256.0 SPACI ' NG VARIES _...._.........................._......._......................._.._.._....,_......__..........................�....._..._....._._.._._;_.._. ____ .._.,__,__> ._. ..................................__.......___...._...._...._....___.._....,_._._...._..___...._..._..__._.__. DEPENDWG ON 1. STONE WILL BE PLACED ON A FILTER VIIET POND �HANNEL SLOPE , FABRIC FOUNDATION TO THE LINES, GRADES B07`fQM ELEV=254.5 AQUATIC BENCH X A AND LOCATIONS SHOWN IN TNE PLAN. PLANTING CUTOFF TRENCH �AI1nE ELEVATION 2. SET SPACING OF CHECK DAMS TO ASSUME KeyPfan.� 18"WIDE TOE �// CREST THAT THE ELEVATIONS OF THE CREST OF THE , �� �� H 24 MAX 6 DEEP I DOWNSTREAM DAM IS AT THE SAME -- .............._______._...._.......____._.____._..._..._._...._...____._._...._____.__._.__...._.___..._.:___ - -.._...__..,._._....._.__..----...._..._..._.. - --_._._,___..._._....._.____..__.___'---.._,____.._____.__._.____._....._____.____....._.._...,.._... -- / ___.___.__.._.......... -_..__._.____......................______.__,_...__._..,_.___._..._.__..._...___ --_____,...___..__,.,.__.____._..__,__.__............_._...-- ---._.._..._...._....._....,..._........_._ -- -_,....,_.___.... 250 z PROF{LE A ER ELEVATION OF THE TOE OF THE U�'STR�AM �50 50 100 150 200 � NOTTtfS�ALE DAM. � � tFt� 3. EXTEND THE ST�NE A MINIMUM OF 1.5 FEET � � 1.5' X- SLOPE (FT/FT} BEYONDTHEDITCHBANKSTOPREVENT STORMWATER POND CROSS SECTIONAL DETAIL ��* CUTTING AROUND THE DAM. � - VERTICAL SCALE: 1"=4', HpRf�ONTAL SCALE: 1"-20' FILTER -� 4. PRO�ECT THE CHANNEL DOWNSTREAM OF FABRIC CUTOFF TRENCH THE LOWEST CHECK DAM FROM SCOUR AND B DESIGN BOTTOM � � � „ EROSION WITH STONE OR LINER AS SECTION A-A � � @ CENTER APPRUPRIATE, 23p 230 AQI�ATIC BENCH PLANTING SCHEDULE �� 5. ENSURE THAT CHANNEL APPUF�TENANCES FILTER FA�RIC -� � �� SUCH AS CULV�RT ENTRANCES BELOW BO�AI�ICAL NAME COMMON NAME P�ANTING SIZE REMARKS ��� � CHECK DAMS ARE NOT SUBJECT TO DAMAGE ; IRIS VERSICOLOR BLUE FLAG IRIS 2 INCH PLUGS 24"O.C. SECTION B-B OR BLOCKAGE FROM DISPLACEQ STONE. GLYCERIA STRIATA FQWL MANNAGRASS NOT TO SCALE MAXIMUM DRAINAGE AREA 2 ACRES. . _. ................_.________._____________..__.....__.___.._._... _..___,_..__. _. . ; STQ N E H ....... .. ..........:. - --_.. .._____._.___,_---___,____,_._.______, _______ov�R�Lovu wEiR____._.__ -__.__._..____.._.._..___ ______,.__,.____.__..._.... .__.... -_;____________.___________.____.____.._________,____.._.._....---....____ __ C E C K DAM AQUAT�G NOTES: 2 TOP: 220.5 ; 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIA��R EQUIVALENT. SCALE: NTS BENCH, IMIDTH BOTTOM: 219.5 INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. VARIES 1p'-12' TOP�F BERM EL�V=221.5 2. USE OF SPEED LEVELING DEVICE IS REQUIREQ. PERMANENT EROSION CONTROL FABRIG ______ 0.93 FEET EXTENDS DOWN SLOPE FOR ENTIRE . _ , . _ . , _, , ,_ . ;_ , . . , i . . ,. _ . . _ , ._ ,0 100-YEAR STORM, ELEV=220:57 _ _ _ _ FREEBOARD EXTENT OF OVERFLOW: SEE GRADING =" 3, THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX ANC3 220 __________________ _._,_.____ -- . ____._ ,.; _.___._, _,.______,__.__..._ .__ _ �:�-��Y��R-�-���N�, €��U�1�:57..._______..___._,.._,________;____._._.___,.._..,_ ,..,_._...,... .. _..___.____._.___._____________._. ...� ,�..,,..._______.._:.._., .�,,', _ . . _ ,. _.. . ^ . � . . � .._,. � . _ . . _ .. _ . . _. . _ . ._ . . _ , ,_... .. 22Q DISTRIBUTORLATERALSSHOULDBEATLEAST1(32" PERFOOT, PLAN � ; . TOP OF POND ELEVTION � �'�� i � �^�� 4. BAFFLE REQUIRED FOR SIPHON OR AUTOMATIC DOSING OR IF INLET PIPE TOP OF WEIR ELEVATION '� 1�` i '�;,i, . PERMANENT POOL WQv , ELEV=217.75 ; ' �y•-••-••-••-�•--�•- SLOPEEXCEEDS1/2" PERFOC?T. �� �� �, •-• .._..- - ;,, _ � BOTTOM � ,, ����_�.� :� .��:��::�.�.�:� '��::��:.�..�.�� .� \�� , �',\1\ 4:� ` ::-4 \„ - �"' 4 5. WHEN FORCE MAIN IS USED PROVIDE 5'MIN. PIPE PITCHED TO D-BOX. ,� � .,., �\����� �� OF � � .������� � �; �� � , .. :`�� PERMANENT �����:. ��� FOREBAY BOTTOM ; � � � AQUATIC BENCH PRESSURE PIPE TO PITCH BACK TO PUMP S7ATI�N. POND ��,�.. ERO S I Q N ��'`����: ��`�, _.__._,_.._....._E1.,�11-=21.5.�.,.____. __�_____________.___________________________ __ _.___._. _.._.___. ._____.___._._. . .._ ____._,.,__..__ __ ��:\.. :. ����� .,, ..�� .., _ PLAN�+P�G ,._...._.__ . _ _._..____._______.___,____�. ____ ._. ___ _ �� CONTROL FABRIC ` � � �� �`- � ��0" WET POND 4"OUTLETS(AS NEEDED) 12 � " ���.� ' �, � . <���� �_.� '��,,, EXISTIMG �OTTOM ELEV=214.25 ; � � � ������� . �' G�'ADE .: �.��� � � �° - :trt���t a i`-. �� ������ , � � �..� � r _..za. y � ��,-� , I I I I \ ��t:\�AA�,. iiT , \`\\�\\ ���\ �\. �1! 1 11 20-0 _ 210 - ---__..___.___.__ _.____________________.. ____,._,________._,__.' __.. ..._.._,_„__.__.___._______........._..____,____.____..., .�...._..�......_.,....,................:........._._.__...�....�......_..........._______ ......... I N L E T _ - - ____ __ ___.____ - ____.._. 210 15'-0" ,� � TOP OF BERM � 6 50 100 150 � � �� - ' ��\� �\�� ,ST �� �> '�'���� ' - - ,� \� �� ��� ..\ Project T�t/e• �`,, � STORMWA�ER POND CROSS SECTIONAL DETAIL f��� ��\ TOP OF WEIR � " � VERTICAL SCALE: 1"=4', HORIZONTAL SCALE: 1"=20' I I Kayd e ro ss Ave. ��S l \���\�\\��\:���a����\��\��\.�\'\�a����'<.\�'`,��::��� '�.�\�\�:-��\������\��.\�\ \�\;�������� � � �ERMANENT EROSION C o n s e rva t i Q n NOTES CONTROL FABRIG GRASS SWALE, INETH SEED MIX AS SPECIFIED. STABILIZE WITH ECS-1 EROSION CONTROL BLANKET, SUPPLiED BY PLAN VIEW S u b d i�i s i o n 1. ROLL EROSION CONTROL FABRIC IN DIRECTION OF WATEF2 FLOW. ALL�ABRIC SHALL BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES IN APPROPRIATE ACF ENVIRONMENTAL, OR APPROVEb EQUAL. EXTEND ..: 7 Kay eross Ave. East LOCATIONS. (STAPLE PATTERN E) BLANKET 3"-6"BEYOND TOP OF BANK. 4" PVC 5LF MIN. ���3 ° ( ) ,_..... .:...:' .._.. . . : :.... . .. ' ,..... � .:.. .... Sarato�a Springs, NY 12856 12" MIN. 2. LACE CONSECUTIVE RECP'S END-OVER-E�JD(SHINGLE STYLE)WITH p 4"-6"OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERE�4"APART AND 4" OIV CENTER TO SECURE 4 4 REMOVABLE COVER RECP. :f�;� ,: , 3. ADJACENT RECP SHALL BE OVERLAPPED 2"-5"AND STAPLED. �` � � � 1 � ��%�� ECCENTRIC � ���s � ��� R�DUCER OR INLET BAFF�E INVERT ��,OUTLET `� ��, �� y' BUSHING INSERT SLOPE@ 1/16"%FT 2" M��. ELEV. 2 MIN. ECM OVERFLQW WEIR � :�� . .. - ° ��.,�� �. a��' - - - - - - - O O -� �°� ��"'� � _ _ � _ .1 _d N z - - - : �- _ �Q,'� �r n ������: .. 3 _ SCALE: NTS T � �a� � J� � ��� � 12" HIGH EARTH BERM, PLACE 4" LOAM TOPSOIL �\ \\ � \\ � \ � � � $� �� :� O Y -� PERMANENT ERf)SION CONTROL 2' � <a �` �� ' �` \� \�`�' �" ��,,,_ ; r o T��° r Y � s� � t t � � � i �: CRUSHED �'' DIRECTION OF FABRIC OVER ALL DISTURBED 12" IN. �� t� '�. ��� ��E �: �� ti`� �� `� r= �;RAV�L � � _ �'� �� . � ,, .� � �� ��., � ,,-.R � �n� � _. c� NOTES: � ��;, �e �� �, �;.�., f��'� �.�,.t FLOW AREAS OF BERM �� �� � �-�� - �� � �' � � "� �� � � P�UNGE POOL 1. E#�OSION CONTRQL PRODUCTS SHALL BE INSTALLED IN STRICTACCfJRDANCE WITH �p� ���at33 � � �` ° ' ' � � MANUFACTURER'5 RECOMMENDATIONS. FORCE MAIN-PITCH BACK TO RpFESS��NP �� � � � � `� �.� � � "�� � '"� ` , '` ` ` o ELEV: 255.5 PUMP PIT FOR PUMPED � � �� ti �-�`�'`��" �-"��'�"'�`�i-=�--y� -` ' \� �` � 2. ANY PROPOSED SUBSTITUTIflN SHALL BE SUBM17'TEb TO OWNER'S REPRESENTATIVE � SECTION VIEW EXTEND BERM �`���--����-��"' ���''�' � `��`-' AND QUALI�IED INSPECTOR FORAPPROVAL PRIOR TO COI�STRUCTION, SYS'TEMS ONLY) INTO EXfSTING 1~� 255•5 3. �INAL SURFACING AS NOTED ON PLANS. �. GRADE : ;� = � 4. WIDTH AND pEPTH AS INDICATED ON GRA�ING PLANS. D I STR I B U T I Q N BlJX D ETAI L� Project No.: 2016109 � LEVE��GRAC� � i _ _ _ � _ � _ _ ' ^ ' _ _ �_STONE OUTLET \ �� � , Q Design: DBH � ' . V SCALE: N.T.S, Drawn: KLT Ch'k'd: DBH ���CURVOERT WET SWALE Date: 4/8/2020 Scale: NTS 7 SCALE: NTS NYSDOH Rev: Description: Date: 1 CITY COMMENT 7/10/2020 Required Length of Absarption Trench (in feet) z CITY COMMENT ri/g/zozo PI.,AN A (based upon 2 ft.wide trench 3 NYSDOH CQMMENT 5/6/2021 FLAR�D END SECTION Percolation ,� Daily Flow Rate (gallonsperday) " ���S,y�O DITCH BDYOND 6� ELEV: 256.5 (min/inch} 2 bedroarns 3 bedraoms 4bedrooms 5 bedrooms 6 bedrooms G 2Q �9p 220 260 3�Q 330 39� 450 440 520 600 550 650 750 660 780 900 ��.��=,�"" "� � '-�� ;'�-r�'� ' . F N��pK STATE�' 2� 4` 2` 4' 14` 3' 1- 5 92 108 125 138 162 187 1$4 216 250 230 270 312 275 325 374 ���Iis��strict Offic� ����ERT 6- 7 110 130 150 165 195 225 220 260 3fJ0 275 325 375 330 390 450 rc�ved date and signatur�. 1 �� MW. 12" MIN. EROSION CONTROL 3.� � ���,��rg��heetfor aPP o ELEV.255.5 ,� � � ': � . �� . ' � DEPTH� MATTING, BURY EDGING 6" � - 167 184 217 250 245 290 333 306 360 417 367 433 500 raw g Title ..: < � >. � >-: �-' : ,:.: , .. :: ;: `�. � � - - - - - - - - - --- - - - - - - - - - - - - - - � _:.... ,..: � , . . .:: _:: , ; `a: ::_.: .:-: ,._.;___ - - - - . > , . :.. .._ :., . , ,. �. ,, _. . . , . �., :. ::. ,....�::-..... , ,:. __ :::;:: � . ._„. � ..,._,.. ... _...__ ., ._, . _... .: .....:..... ....., - ,,. _ ._.. . _. -. _. ... ...;,... ,_..... . .�, ,....:.,.. ._ , ,,._..: . . . .,. , :.. ._._ .... ._.. : .. :. ...,.. .. ,..:.., .....:. , .. ...,... _. ._ :....... ......... _... .._ . v. . ,_ :, . ,.._.. ,,. :. .... _.... , .. _ :.-. .. . _, ;: - ,... ,. . �. .... .......... ... .. _ ,.,... ...... . � _. ..._ ., , _.r. :.. ;.. ' .. ; _..�..._ �.-,� ,, -: :.: .,. , , ,.� , , , ;, ` _ . . _ _.. a.. n ;;;._: ;.....,_. _ , ..:.... �..:_ .:.;, ..,. .;: ...._. . . . ._ . _, _ ....: __.. ...� ..��: . ...... _: .....:. ,__.::. : :...,;. -- . _ ..._,; ..._..:.._..... ... ;.:: .. . ..':. ; _. ' �. ,,...:..: _... ., ,..._„.. . ._ ...... .... ... _ ._... .._. .... , E -,. ::.:._ , ___ . . _ . . . . . ..... .... .... __.. ..... .... _ G QTEXTILE ::. �.. , .. ,,: .._ ..... , �. .. . ,... ... ,,.. ,::.,, _. ..:.. . . . _ .::.;. _:_ .. , ,. , :.:..- ;... ... __ :: , ;., .,,, BOTTOM OF DITCH 16 20 158 186 214 236 279 321 315 372 429 393 464 536 472 557 643 S i te U t� I�ty Deta i I s SEPARATION FILTER `.'�-��'�___„.: CRUSHED STONE ELEV: 255.5 FABRIC (6°THICK),AS NOTE: , 21- 30 184 217 250 275 325 375 367 433 50Q 459 542 625 550 650 750 LIGHT STONE FILL 6"x6" PRESSURE TREATED SPECIFIED 1. LEVEL SPREADER SHALL BE CONSTRUCTED TO PROMOTE SHEET FLOW 31- 45 220 26Q 300 330 390 450 44(� 52Q 600 550 650 750 660 780 900 TIMBER, MIN. 8' LENGTHS, GEOTEXTILE �VER LEVEL BERM TO UNDISTURBED BUFFER. 46- 6Q 245 290 333 367 433 500 489 578 667 612 722 833 734 867 100Q Planning Board # 17.��6.� ' ,�� �, o c, SET LEVEL ALONG TOP ��' ! �� �ABRIC, TYP. 2. ENDS OF SPREADER SHALL BE TIED INTO FiIGHER GROUND TO PREVENT Dasin re uired if there is SO4feet or rnare nf total trench len th orawingNo. #5 REBAR, 2' MIN. LENGTH, 3 PER FLQW AROUND SPREADER. � a � 8'LEIVGTH OF LIP SECTION A *Alternate Dosing required if there is 100�feet ar more of total trench iength ��� LEVEL SPREADER A SEPTIC SYSTEM DESIGN CHART bpphee�lander aufQrd. of�the Cit �Iof� Sarotopae S �, s.�� � � � - 4 n Y Y 9 P 9 SCALE: NTS �J _ C airperson L-$.3 _ Dat i � ,t;� '� � / L 2:r� MOUND TOPSOIL FOR � :.. _ � � � , t� t i ,;, SETTLING � l --�'- . � � ., , _ ,., _ t l ` i � The LA GROUP �� z; . �. �,, .,�,� _ ��,��:� . ..` ��it.T- , � �:�'' :, ? � UNTREATED BUILDING PAPER OR � � EARTI-i BACKFILL PERMEABLE GEOTEXTILE EARTH BACKFILL JOINT Landscape Architecture @.Engineering P.C_ Zfl � gPERFORATION PeapCe.Purpnse.PCace, , MI N IMUM SEPTIC TAN K CAPACITIES o �- �� • � �•,; � • a��. • . „ -��� >,��_. �,..;-°�:: .�.:-��;=.����,, � ���_ 40 Long Alley �; 518-587-8100 m �,, `�,� �`� �:� �, `�, �.; �; � 4 PVC PIPE, Saratoga Springs �518-587-0180 ABSORP710N 1'RENCHES SEE z �: � � �a �� « ;t PRESSURE DISTRIBUTION � - GRAVITY: SLOPE @ 1/16"- 1/32" PER FT I�IY 12866 www.thela rou com MINIMUMTANKCAPACITY MINIMUMLIQUIDSURFACEAREA - � � � �, � � �� • „ „ g p c�ART FORc�uANriTY NUMBER OF BERROOMS � `� _ ' 4 �� ` � � � PIPE {1 3 IN SlZEj � �. , � � � (GALLONSJ (SQ. FT.) N � �. �� �� �: . :` `� �: ` 4 �� y �: . � �. '`�<� � � � � �� � � � �a � ,. TRENGH BOTTOM � ��`� ` � �` � , • WASHED CRUSHED STONE 3/4"-1 1/2" 1, 2, 3 1,000 27 � �� �� \� � \� \�� �,;� ��' ':.� TO BE LEVEL \` \` `� \� \� �' \�' �� Unauthorized alteration or addition to this � � � � Y � OR WASHED GRAVEL �, � ' ,:. � ; � � � .�..: -`� � `�� �� � document is a violation of Section 7209 of the 4 1,250 34 Z �� �� � �� �� \� � GROUND WATER, �\ �\������_ �� �� �� New York State Education�aw. 5 1,500 40 � � _ � � � BEDROCK, OR �� � ; \ ��\ �\ �\�\�\ IMPERVIOUSLAYER �\\�\� �\ \� � OtheLAGroup2014 6 1,7�0 47 N '. ,,`, , , : ; : , , , ; --� , . . : � a N QTES: 24� Prepa�ed for.� � � a) Tank size requirements for more than six bedrooms shall be calculated by adding LONGETUDINAL VIEW . 250 g�Elons anci severr�quare feet af surface area far each additional bedroom. CROSS-SECTIONAL VIEW 227 Kaydeross Ave. �t1C. b) A garbage grinder shall be considered equivalent to an additional bedroom 43 Edgewater Drive LATERALS-SEE CHART FOR SIZING fordetermining tank size. BACKFILL W/ EXCAVATED MATERIAL PERFORATED 4"f�PVC DISTRIBUTOR PIPE W/ Dunedin, FL 34698 c) A whirlpool bath orspa(connected to house plumbin�) should be considered WHEN DETERMINED SUITABLE BY THE PERF(7RATIONS INSTALLED DOWN equivalent to�n additional bedroom for determining tank size. ENGINEER UNTREATED BUILDING PAPER OR paESSURE DISTRIBUTION: SEE RESIDENTIAL ON PERMEABLE GEOTEXTILE SITE WASTEWATER TREATMENT SYSTEMS DESIGN TYPICAL LEACH FIELD LAYOUT AND SEPTIC TANK CAPACITIES � �,= -�,- ti �.� � ; �. , . ,; HA�osooK, APPENDIXAFORSIZEANDSPACING 1 � z � � � � , _� . : ; . SCALE: N.T.S. � � ,; ,; ',.: � w..,; : , ... . _. . , ,_: „ ., - _ � �o EARTH BACKFILL t ..:, ;:: .i '.�: ._: _�_,:;_�::::.�i%:,�1.- KeyP/an.° ; � . , , r � . , . . � 2" MIN. ALARM LIGHT � 4"DIA.SCH.40 HOT DIPPED GALVANIZED STEEL AIR VENT WITH WELDED JOINTS. PROVIDE , . _ . ' ' SIMPLEX ELECTRICAL 2 COATS OF EXTERIOR ENAMEL PAINT(COLOR AS ' � � � � . CONTROLS PUMP UNIT TO BE ON SELECTED BY OWNER)INCLUDE AN APPROVED INSECT ' � , � � • * • INDIVIDUAL GIRCUIT WITH SCREEN AND CARBON FILTER. Z ALARM &CONTROL PANEL IN � LEVEL TRENCH VISIBLE LOCATION FRAME AND COVER N BOTTOM NEENAH N0. R-1557-A4 �.. ..�:..�_,_.�; . ., ...... .. .:..... .. . . ._.�. . ..._.�_ ,._.__- ..._ r :r--..�..,_ ..,........_ , ..a .., , 11 ' .^. . . ,...i •.� ...::.v. .. �.. .. . . ��,..�.... �. ` .::.. 3 :L.�... .i_ a:>� ..�,�,:: 41...,._. .t.` , .,..,.� .... .,.... .,. �....., ,�.� ��... �.�� � ... ..��. ,t.. ..,.. ,� . ..�... �.i. .:; �., .. ..,.. �... .. .t ..�.. oe .:1-. ,:�..�..,.4'� . . � , ... ....r. ...- _..... ,.„..._,,. _ .. .... . ,.a.,.-.. ...a�:�....:. . . , i . , . . ... .. , _... , .- ,� � . . . ... .. ;,1�¢. . ., _ .�. . .. ... ., . ,. _. . '1 ..,... . � . . �......., ,.. � � .a : . . ,r .. . Y , _. .., .._...,�'S . , _ . . _ . . .,.. . ,. �. . _.<. . .. . . t i� , ...�•1 i. . .,... ., y�-...�, � �� , .. ,....��� � .t� " . . . .. .. ... .. L .,- . .. :^�.�... �..... ..�.,: . ._ . � . � �..1- , .........�:-1'"... . . . .....�. �� . . ..�'..... _.. .. . ... .... ......., , ..,,...v. . _`� ..��` '..l ' �l: .i;l"._ .. . . a S .. C .. � . .. _ , .. . ..>.,��.,., ,.,-`i .. , ." � . . -., . . . . ,... � � _..t >_ . .... _. , t. ., .. ...,":,.. ._'L.. 3.Y�:..... ..., -..�....�L,. - ... n, t . ... � �� � � � . ., . .. , ....�. - hi�•-:::.-::'r:...- ��.i.:.':.:, .. .., i...�3- . �.. . .� _...�... ��:..,.. . . .. �� . 't . . . , . 1. . . .. . .��...., �.. .��..... .... . ...... :. � ' ' Z . .. ., , . 2 , . . , , i . . ., i . . . i . .•� . .-.•� � ' .,, �..; ::_:� �l1 ;1:'.`^' ..i`:::�::�.;... .... ..�..-. .� ., .1 _.. , ..3 .� .. .. . .. .._ �. _]. i. . .. l_ ..1. . . . . . , . .. . . . . , . .. ... .....�i'. ....:".....�� :"- .. ... _ _ ,. � .. .. . ,..... c ..., ... .�, .x. S. .t .. ... .. ,....... . .. ., . _ .. , .. .,.. . , .:_. :z- .i�::i:�:::-a�a �:..13�:::k,;Y �i:�.t 00 . . _ . ., �`. , •.;. ..- . . . „ .. _.. ... , ._, .... , ...� ...-. .,�� .... .,. .,.x.� .,. ... ., _.. _.. _ . ,. . ,. .. . , ..,.. ,.....r .a�._.<.,� �_. ,.,, �..,.,... . , . .... .. .. ._ . .. _a.. .,., ._ ,. .. . ,..r�._.. ,, _ ..,..... _....'�. -;.r, x-�..� ;1i�: :� ,.r:.,Y, 'x:%4.:;i � � .._. .. ....>._. .. ..._,. ., r.._,, .__....��... ... . .... ..:i.. .. � .>.. .__. _,_. _.�. ,.. � . >. , . . . >, _, ��. � . ... ,_ .. ... . . , _„ , GROl1NDWATER, NOTES: BEDROCK OR TRENCH PROFILE 1. DO NOT INSTALL TRENC�i IN WET SOIL. IMPERVIOUS LAYER 2. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING SL�PE FlNISHED GRAVEL OR STONE. GRADE AWAY FROM , COVER � S.S.VALVE ABSORPTION TRENCH DETAI L � EXTENSfON � SCALE: N.T.S. "' HANDLE w LIFT CABLE (TYP) PRECAST CONCRETE SECTIONS - ¢ � i ! _ _ s _ — � 4,000 p.s.i. AT 28 DAYS, AIR- > ENTRAINED TRUE UNION BALL VALVE 1. ALL SEPTIC TANKS SHALL BE THE SAME OR EQUAL TO THE CONCRETE UNITS AS I I MANUFACTURED BY THE FORT MILLER COMPANY, SCHUYLERVfLLE, N.Y.AND SHALL HAVE INLET: EPDM GROMMET FOR A LIQUID CAPA,CITY OF NOT LESS THAN 1,000 GALLONS FOR 2-3 BEDROOM HOMES. FOR 1 1/2"SDR 21 � � 4" SDR-35 DWV PfPE NOTES: HOUSES W�TH GARBAGE GRINDERS, INCREASE TANK SIZE BY ONE BEDROOM WHERE I I 1. PUMP SELECTION IS BASEQ ON MINIMUM FdF2C� MAIN CLEANSING VELOCITY OF 2.0 FPS. GARBAGE GRINDERS ARE INSTALLED. 48" I.D. I I 2. PUMP CHAMBERS SHALL BE SIZED TO PROVIDE A MINIMUM OF ONE DAY'S DESIGN FL�W ��� 2. BUILDING SEWERS FROM HOUSE TO SEPTIC TANK, AND FROM SEPTIC TANK TO Z STORAGE ABOVE THE ALARM LEVEL OR QUPLEX PUMPING SYSTEM WITH AUDIBLE OR MIN. DISTRIBUTION BOX, SHALL BE 4-INCFi DIAMETER PIPE LAID TO A MIMMUM SLOPE OF 1/4" . REDIJCING TEE WITH 1"BALL � � � o VISUAL ALARMS SHALL BE USED IN LiEU OF A SINGLE EFFLUENT PUMP ANQ ONE DAY'S PER FOOT WITH TIGHT JOINTS. VALVE aN BRANCH; THROTTLE � � N � RESERVE CAPACITY, SEPTIC TANK BAL�VALVE TO ALLOW TRICKLE I I � ,; ��� 3. DISTRIBUTION LATERALS SHALL BE CONSTRUCTED ALONG THE CONTOURS AT A FLAT FLOW BACK TO WET WELL � � N 3. HYDROMATIC PUMPS& CONTROLS AVAILABLE FROM EMMONS 518-271-2580, THIS PROQUCT PUMP PIT �LOPE OF 1/32 T01/16 INCH PER FOOT, ALL DISTRIBUTOR LATERAL PIPES SHALL BE I I WAS SELECTED BASED ON THE DESIGN CRITERIA, SITE CONDITIONS,AND LOCAL DISTRIBUTION BOX �;--- '. '�:' ` �`� 4-INCH DIAMETER PERFORATED PVC SDR 35 PIPE. MAXIMUM LENGTH �F LATERAL FOR SANITARY MANHOLE, JOINTS "ALARM" � � AVAILABILTY. SUBSTITUTIQN QF OTHER BRAND EQUIPMENT W(LL BE ALLOWED IF SH4WN TQ , } I HOUSE -60 FEET. , BUTYL SEALED- INDUSTRY STD. � j � BE EQUIVA�.ENT. I: ,;�, OR A.O.B.E. "ON'" , 1/4"WEEP HOLE TO DRAIN �' ��� 4. LEACH F'IELDS SHALL NOT BE CONSTRUC7Ep IN AREAS TO BE PAVED OR SUBJECT 7Q `�'��.� �� � � HEAVY VEHICULAR TRAFFIC. � I 5�� 4. PUMP MOTOR SHALL BE POWERED FROM A DEDICATED CIRCUIT, SEPARATE FROM ALARM. �� �;-�V� � � � � RrojectTi'tle: � � _ ¢� °,.,�' 5. PITCH PRE�SURE PIPE BACK TO PUMP PIT TO DRAIN, �` �� � • ' 5. DISTRIBUTION LATERAL TRENCH BOTTaMS SHALL BE CONSTRUGTED NOT LESS THAN - �_ � �� �� � � I TWO FEET ABOVE THE HIGHEST YEARLY GROUNDWATER LEVEL, OR IMPERVIOUS LAYERS. KC��/d e rOSS AVe. East �� ' � �� CHEGK VALVE(TYP) 50%ABSORPTION \�� \. �= W 6. PROVIDE SIMPLEX PUMP EQUIPMENT ANQ CONTROL PANEL FOR EACH DWELLING. FIELD ��; `;` O � SIMPLEX PUMP w/EFFLUENT EXPANSION �`; �` I I I 6. PLUMBiNG SHOULD BE ARRANGED FOR EASY CONNECTION OF THE HOUSE TO MUNICIPAL C o n se rv�t i o n "OFF" HANDLING CAPABILITIES 7. PROVIDE STRUCTURAL BALLAST FOR ANTI-FLOTATION OF PIT. (DESIGN BY OTHERS}. AREA �\; �� FACILITIES AS SOON AS THEY ARE AVAILABLE. N � HYDROMATIC MODEL SHEF 30 �� ;, o S U�d IVI S I O I1 � OR EQUIVALENT. $. VALVES AND PIPING TO B�SCH-80 �VC INSIDE OF PUMP PIT. �.� �� I I I 7. ALL LEACHING SYSTEMS SHOULD BE LAID OUT WITH THE PROVISION FOR 50% EXPANSION CAPABILITY. 227 Kaydeross Ave. East �� ���` � " °O 9. FLOAT SWITCH SETTINGS TO BE DETERMINED BASED UPON TO7AL VOLUME OF �, �`� I I I 5aratoga Springs, NY 12866 , v. � . z ��, ,r i, � , ,; fi, „ ,�. DISTRIBUTION PIPES. DOSING VOLUME WILL BE 75% OF PIPE VOLUME, �� �� I I I 8. FINISHED GRADES ABOV THE LEACH FIELDS SHALL BE SUCH AS TO EFFECT POSITIVE E � , �� � � � STORM WATER RUNOFF , � � � � r.. ...' h . �,_\ ;�'.. ...` ,._:�. ♦ �A..� . � . .. � � NOTE: _ < � _ _� .. � ., _.; ,, , " � 10. PUMP CHAMBER SHALL BE EQUIPPED WITH AN AUDIBLENISUAL ALARM TO INDICATE „ ,: : ,« , `'� -' � � SEE SEPTIC DESIGN CHART FOR ...> ..: MALFUNC7fON. ALARM SHOULb BE IN AN ACCESSIBLE AND CONSPICUOUS LOCATION IN THE TYPE OF ABSORPTIDN FIELD AND PRIMARY 8.1. EACH BUILDING L07 SHALL BE TESTED WITH A bEEP HOLE EXCAVATION AND A 12"#2 STONE HOME. REQUIRED NUMBER OF ABSORPTION Zp' STANDARD PERCOLATION TEST, PERFORMED BY A LICENSED ENGINEER,ARCHiTECT O� ��� LATERALS. FIELD MIN. OR EXEMPT SURVEYOR. TNE FIELD REPORT SHALL BE SUBMITTED TO THE BUILDWG ��G �, }.. " 11. THE USE�F MANUALLY OPERATED SIPHONS OR PUMPS IS NOT ACCEPTABLE INSPECTOR AT TIME OF PERMIT APPLIGATION. CONTRACTOR SHALL NfJTEFY THE '�Q' ��`" � �'�c ��� DRIVEWAY gUILDING INSPECTOR PRIOR TO SOIL TESTING FOR INSPECTOR'S OPTION TO � J �� PUMP PIT DETAI LS WITNESS SAME. � ,� � � f,�� � � `�� �E� � TYPICAL HOUSE SEPTIC LAYOUT _ . WASTEWATER DISPOSAL SPECIFICATIONS SCALE N.T S 5 � � ` �' " SCALE: N.T.S. �� _ �,:„ � � �� a9133�� �? v RoF�SSiONP ;, � 5'(TYP.) ��`' S'(TYP.) FILL MATERIAL Project No.: 2016109 " .��'�� „ FILL MATERIAL ,. '� �l$" PER FT. SLOPE , � PER FT. L PE CLEANOUT r`: Design: DBH : . Drawn: Ch'k'd: � _.. � : ..., ;: ;:�� ;;��. � .,. ',`, ` � ..� •�.� . .�;,� � � , �; \;� \, `.. � ; ; . , Z " . -'.:_':; �� \ . �,•'; �. .' ,__:,____.__;..._-_._,. ; _ , _... .. __ __ , .� \ ;�. �,�\ � . . � ,� � , �.,.. . ; , ., ,- ,. _. ;'' 2 PER FT. SLOPE � Date: 4 8 2b20 Scale: NTS .. :, z , : ; , �. - .., .,\ \ ; � � � � _ �... � . .,;;. / / _;; . .. 1/16 1/3 � � � .` _ - +� �� � _ � � ; �t _ , +� _ ....._.; ; ... ./ 12°�MAX.� ����� o �, ... 6"MIN � � , 11 F- : _ __ ; ,_._..�...�. � Q ,, . ... , ._ _ _ .��,_��� � 4 � � � � � � _ N YSDOH . . . � � _ ��.e. _ ...�..nn..�,. \� �� z 1/ �� N , �„�,,,�,��. � ; Rev� Description• Date� O . o...W.� .�__�... .� \ . z : �l4 p '. , ,,\ ;� LOP ��� �� -� � -� : � � „ ER FT. SLOP � �:,, o .� PER FT. S E _ � \ .� \ :� , _ ��io�zo2a . - � E , 1 , -� CITY COMMENT . � ' .,• f _ � , Q - 5/6/2021 .. . �.e. �,..m..�: �:..,�, T.. ,aF�...�:�,..�- a Y 3 NYSDON COMMENT 8/26/2021 � .....�....e . ;:' . A� �'" Q _..... ._._. � EXISTING GRADE . _..._ _. _.. ..__ . _,_ � ,F� z , � __. __._ ..... .• ; _. ... ._ _... ._._ ......_,__.... __.._.. ....: ..�_., ¢ ,, �. ,..._ ._.... ;. __... _.._... ._ _ c.� _..�____.. ...__ __.. .__ ....... � _ - - ._.. . _ _. = � PERFORATED SDR-21 PVC � . . W � � ;,: a uwi � SLOPE FM BACK TO PUMP PIT 24" MIN. � a. 24" MIN, a ` NOTE: ���11YQRKSTA?E DEpARTMENT OF HEAi- _ � DRAIN IN COLD WEATHER l � SLOPE FM BACK TO PUMP PIT ����s�alls District t����� ( ) � 1. MAT�RIAL OF THE SAME P�RCOLATION r,r� � �,..1 � (DRAIN IN CO�D WEATHER} , a RATE AS THE UNDERLYING QRIGINAL ���������r�t����t��r�ppr�ved date a��S��natW«' Drawing Title � _ EXISTING GRADE � MAT R AL. TH E DEP�TH OF�THE FILL SEASONAL HIGH NOTE: SEASONAL HIGH SHALL�JOT BE GREATER THAN 30 GRQUNDWATER 1. Q�LY SQILS WITH A PERCOLATION GROUNDWATER INCHES ABOVE THE ORIGINAL GROUND Site Uti I ity Deta i I s � RATE BETW�EN 5 AN�30 MINUTES PER 10 MIN. ELEVATION. 10' MIN. INCH SHALL.BE USED FOR TH� FILL 20' MIN� MAT�RIAL. 20' MIN. Planning Board # 17.006.� .�-�� �. � � ��, � . Drawing No. SCHEMATIC SEPTIC SYSTEM PROFILE - MOUND ABSORPTION BED SCHEMATIC SEPTIC SYSTEM PROFILE - SHALLOW ABSORPTION SYSTEM ��roval � � 3 6 Approved under autho ' resolution adopted �� ��; �`` SCALE: N.T.S. SCALE: N.T.S. by �I1@ Ic�nning rd of the City of Saratoga Spr�gs. � I _ 4 ./� Chpirpersan L O `'t' at � / � � � �� _____________________„_,_,,..._,..___..,.--._.....____....- ..._..__.._._..__.___._.__...______.___.__._..____..____________._____________.___....____.________._,_____„_.._____________._...___..________._,__._,________.__.,.___„____-__ --- - _.____,___..._.____,.._____________________._.___._,,,,_______ --._.____.__.___.,._.__.._..._.__..__.__..,._�.__.___.__..___.___.____.._.._.__.._._,__..__._...___._____..._.___..__.________________.___._____,.__.____.____.___.__...__...-..,.._..._......__..___.___-: � SEP TI C SYSTEM GEN ER AL N UTES NOTE: UTILITIES SUCH AS GAS, ELECTRIC, TE�EPHONE, AND CABLE SHALL BE INSTALLED OUTSI�E Q�F THE CRUSHED STONE LAYER TO PREVENT DAMAGE DURING UTILITY 1. There shall be no change on these plans in advance o#, or during construction, without prior written approval of the design engineer. INSTALLATI0�1.THESE UTILITIES SHALL BE INSTALLED IN CONDtJIT WHEN CROSSING THE ROAD. 2. The workmanship, construction practice, material standards, and inspection requirernents shall comply with the latest edition(s) of the The LA GROUP A. New Yark State Department of Health ; „�..`-..........._........_.___...............M.,...._...._..�._..._........_...........�..�._._..�._...._. . �5p M�N. R�GMT--OF�-WAY__.__............_.._......................................_....._....._...._...._....__.._._...W.Y...____..._........�.. Landscape Architecture&.Engineering P.C. �N1L��"N MAY VARY VViT�i TC�F�(�GR,�IPHY A� Peap�e.Pur�vse.PCace. 1. "Standards for Water Wells", 10 NYCRR APPENDIX 5-B, November 23, 2005; ��������,� �� ���������T� 2. "Wastewater Treatment Standards - Residential Onsite Systems", 10 NYCRR APPENDIX 75-A, February 3, 2010; DRAINAG� S1�VA�.�� I� REQI�IR�Q 40 Long Alley p: 518-58T-8100 B. Local town� village, or city sanitation ordinance(s); 24" MIN. TURF REMOVAL/RESTORATION. SEE NOTE#2 �Y �f�IL ��J1�QITIQNS Saratoga Springs f 518-587-0180 3. The developer is required to furnish the lot purchaser with a legible reproduction of the opproved plan ond details, or o legible NY 12866 www.the1a�roup.com "as-built" plan of the installed facilities, and identify to the lot owner the rnaintenance requirements as listed vn these plans. (,; �} � L 'L ; 4. The following inspect�ons of the septic system by a licensed Professional Engineer shal� mclude: - - - - - ; , \ A. Fill rnoterial, in-place and finish graded: \ _;, � ,� , ������t/� ��f,�. �'���� .�� ` STRE��' L1GH�' �; Unauthorized alteration or addition to this B. Prior to back�ll of piping, tanks, pits, well seals, �tc., � „_ � � ' �k st tion L n 7209 of the • ;,: � \ New Yo ate Educa aw � ��'` ` ,: . y , n :;�,. �: , . 5. The �nstallation contractor shalf re are the as-b i whi h s ac r ' i ' ' 4 ' ' < � �`� ocumen is a vio a ion o ec io p p u It sketch c ha cu ate dimens onal distances to each of the septic system , ,� ; � ` ' � : � \ �, ���V�� ����� ,, �, � "_ = ti �., DER : com onents, as measured from at least two different h ical fandmarks i.e. foundation corners, well ca boundar markers etc. . This ` _� �\,� \`,z� �" TUPSC7IL, S��D, OtheLAGroup2014 reco d information of each lot shall be furnished to the ealth De artment or other munici al officer asPre uired and rior �to o cu anc \� � METALLIC FOIL ` ` � „ N P P , q � P P Y TRACERTAPE ', , `,��� ,, �` AND FERTILIZEF2 of the dwelling.The As-Built sketch shall be provided ta the owner of the �ot and to each subsequent owner. � �, „ � . � �R����- ���� -`.� '� `�� TYP. BC�TN Sfp�� g CAUTION-SEWER � � , \ . \\ ` __ . f' ; �, ` � � � Prepa�ed for. 6, No existin or a roved ro osed water su I and or se tic dis osal facilities. or other si nificant h ical features are located within - TRENCH EXCAVATION �� � ��} � � 9 PP P P PP Y � P P 9 P Yg � " , � SEE NOTE#1 I F ` \' ` 200 feet of this project's limits� except as shown on the plans. � � :� �.,' r� .. ,. z �� ` : � ,:� ;�, � � 2�7 Ka deross Ave. I nc. 7. The septic system designs for this subdivision are typical size requirements for the number of bedrooms listsd in the design charts, UNDISTURSED EARTH ` „�,,,, ���'���-� � �� ;�\ � y and are based on established design flows and preliminary soil percolatio�a rates determined in the field. The installation contractor sholl '�"� ��, P������� . ,;', ` ,`� 43 Edgewater Drive . ,. u . 1 � ��\:, ii 4 r rr immediatel notif the desi n en ineer of an field conditions which deviate from the information as shawn on the a roved lans. CLEAN COlJRSE SAND-TAMPED �; � : , ���� Q�T�+M� SLC?PE 1/4 '; 1� 6 -�--�� �y Dunedin FL 34698 Y Y 9 9 Y PP P �� . n�a�. � z ,i . � 8. The septic system designs shown were sized in accordance with the New York State Department of Health standards and local '�'� �`�� '�� } P�R F�(�C�T . ' � '< .�� �,�� regulatory codes� as applicable. � � ` ' HDPE DR-11 ���.� �N�•�?�� �< '; __ ,. ., ,:.. ,. .. ,� , • .> '. :..._,.t3:x. � , .�� . . . . . , '• �:. , ,..._ F R E MAIN: . The ro ert owner is f r I . , ... . . . _., . 0 C 9 re er ed to the Hea th De artment ublication Note 2 oro ra h A.2 listed above for the recommended ��" ��:: �`�, :- �� ;ti;�-�� � '` ��. �a � i P P Y P P � • P 9 P ) _ _,. ,. . i::::::- �-....: : .:,,� �,....,,� ,� �....�. ,,����y:�.��x ..�._.�.�.� �.....:::�� �.....�.a: �����,�����.��: , � ����,.�_� ��..� . � :, procedures in system operations and maintenance. w � � �� SIZE � �� ���" �'� ; � � '"°'--.�,,� � 3 10. The design er�gineer shall be relieved of liability if the property owner #oils to mointain the septic system in accordance with the Health a - ` ` � INDICATED ON a �"' .,,, Max��' a o .... �epartrr�ent guideiines and/or the Iimitatians listed on this plan, causes ta exceed the design flows, or modifies the system in any way. � � PLANS ; � � � � k± ���� '' K� Plan: 11. The property owner shall immediatefy notify the Health Department if the septic system has failed. ` �'������ ���+�� �� y . _ z __ : _..;, _ :_._. _ ; 5��� C�?NDITId�JS REQUIR� *SANIT�RY ��W�R *Ut�AT�R •----�'� BU�I�C} ���CTRfC�,I� C° � SERVICE SEPTIC SYSTEM CONSTRUCTI01� NOTES * WH�RE APF��ICABL� CABLE �V SL��'�� S#�ALL �� S�`A�1L���C� 1. The installation contrac#or shall notif the Health De artment and the desi n en ineer rior to work, to review the installation details T��E����� WIT�I A1� APPROV�Q S��L/MULC�I/ Y P 9 9 P NOTES: �lOT�. �-���-�L���� and inspection procedures. 1. THE EXCAVATED TRENCH MATERIAL SHALL BE DEPOSITEDAT TNE SIDES h�A�URAL �AS SWAL�S A�(D ���,V�RTS Tt� �� DESI�NEp FOR � 2. There shall be no construction of sanitary facilitfes (septic systems) withira 100 feet o# a classified wetlond or water body. OF THE TRENCHES AND USED FOR BACKFILL UNLESS DECLARED Ta BE 51TE SPE�IFfCS, �"(J HE APPRDVED BY CITY �NGiNE�R. 3. Na r'oof, footing, floor, condensa#e, cnnling water, softener backwash, wastewater from any other treatment systems or any other drains IJNSUITABLE BY THE ENGINEER, BACKFILLING IN THE TRENCHES IN WHICH shall be connected to the septic systern. PIPE HAS BEEN LAID SHALL BE QEVOID OF STQfVES LARGER THAN 3" FOR I � I � ! ; . 4. Fill material to be clean, laamy sand, with a stabilized in-place percolation rate to be no less than 1 inch in 1 minute, nor greater AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPES. UNSUITABLE ; � �J � � L� � �� �� � - � � � � �� � � � � � � �� � � �! � : than 1 inch in 10 minutes. All imported materials to be approved in writing by a licensed Professional Engineer prior to delivery to the EXCAVATED MA7ERIAL SUCH AS PEAT, MUCK, ROCK, �TC. SHALL BE �11�T.S. REMOVED FROM THE 81TE AND REPLACED WITH MATERIAL ACCEPTABLE T� 5. Piping material specifications: u �� THEENGINEER. A��h'(����: �IT� �� �������.'� �'�����.' ,�s ��'� ���� DW� Ncs ; A. House to septic tank: 4 PVC schedule 40 solid pipe with tight joints, minimum slope of 1/4 per foot; �����,/'�(}�� B. Septic tank to effluent pump pit: 4" PVC schedule 40 solid pipe with tight joints, minlmum slope of 1/4" per foot; 2. THE EXISTING TOPSQIL SHALL BE CAREFULLY R�MOVED AND CAST ASIDE ST�,N I�ARD DETAI L � � �� ( ������ � � � _I I �� �� ���� C. Pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe with tight joints, pitch back to pump pit; fN SEPARATE PILES TO BE USED FOR TURF RESTORATION. �LA�N�N'G BUARD U,t�.TE �„a D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope of 1/8" per foot; � E. Septic feld absor�tion trench: 4" PVC sdr-35 perforated pipe, �rnaximum slope of 1/16" per foot, cap all ends. 6. Se tic t�nk s ecifications: ...._..�...................��_.........._............._......._..�.._.__._......,..,..�... ..._..._ .. .__. _.. .,.. .._._.__._...__.._......._ _._ _.__... __... ._.._ ..._...._....._.._... ._.. _..�...._... _..._..,,.._..�.._....._...,.._.......�_.__.__..........._.._.._...._.........__......._........._............._............,.,............_..,........._....._........._....._.._._............_...,.........,....._....._.......�_.....,...,.�._.._..__.m...,.�..___....._�.._,.....�..��.m._.,m P � FORCE MAIN TRENCH DETAIL F�UF�AL ������` - IV�����I �� �b��A�� A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; B. Precast concrete tank, dimensions and features as shown, manufactured by Fort Miller or equal, � SGALE: N.T.S. � SCALE: N.T.S. C. Inlet baffle or 4" PVC tee #o extend 16„ minimum below fiow line, 6" above flow 1ir,e, D. Outlet baffle or 4" PVG tee to extend 18" minimum below flow line� 6" above flow line; E. Free air space above tees to be 3�� minimum to top of tank. 7. Distribution bax specifications: A. Box to be installed level on a 12" minimum layer of compacted gravel or stone; B. Precast concre�e box, dimensions and features as shown, manufactured by Fort Miller or equal, HEAVY DUTY MANH�LE C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow to eoch lateral. FRAME AND COVER S. A permeable geotextile or non-woven filter fabric to be installed over the absorption trench areas to prevent the infiltratfon of soi� into (iJEENAH N0. R-1557-A4 TYPICAL PRECAST CONCRETE GRADE EXTENSIONS the aggregate. LETTERING ON COVER"SEWER") aS REQUIRED; NON-SHRINK GROUT SHALL NON-SHRINK GROUT AROUND BE PLACED BETWEEN SECTIONS AND ENTIRE EXT�RIOR ENTIRE FRAME(TYP.) SLOPE FINISHED GRAC}E SEPTIC SYSTEM LIMITATIUNS AWAYFROMCOVERS (TYP.) i. The best designed and installed septic disposal system will even#ually fail. The installed septic disposal system will prematurely fail to " #unction properly without adequate maintenance. Inadequate septic tank maintenance can resu�t in clogging of the tank and sewage HIGH DE�JSITY back-u into the home and or sewa e overflow onto the round surface. The failure to eriodicoll clean o se tic tank commonl results w 30"f� RISER Z 24" DIA. CONC. P � 9 9 P Y P Y � � PflLYETHYLENE PIPE LID (TYP.) 8'-4" in clogging of the soil that surrounds the absarption trench by overflow�ng solids not removed by the septic tank. - Q N GASKETS AT ALL 2. This set of design plans and details is intended to provide subsurface sewage disposal far the proposed subdivision, as shown. No 00 > � PIPE COt�NECTIONS 6�' additions involving living or sleeping oreas may be added to the dwellings without the approval of the Health Depcartment and system OUTL�1' �'IF'� SIZE AS redesign by a licensed Professional Engineer. The seal and signature on these drawings specifically excludes certification for fu#ure INLET PIPE INDICATED ON PLAN � expansion or field replacement. ����A� LIQUID LEVEL 3. Garbage grinders can be allowed in the initial construction of the house, as long as the septic tank size is increased by 250 gallons. INDICATED ON OUTLET PIPE 5-1/2"THICK BAFFLE 3��� 4. Na sump pump, water softener or other water treatment systems backwash, spas, hot tubs, whirlpools, or condensate waste shall be PLAN -'�' z „ � INV�RT �LEVATION drained into the system. '� � 3"ABOVEERT � 4 `- JOINT MADE WATERTIGHT ProjectTitle; 5. Dwellings shaN have water saving fPxtures� including but not limited #o: 2 gpm shower heads, low water use toilets, and sink � OUTLET INVERT � C° WITH BUTYL ROPE BETWEEN _ Ka�/d erOSS AVe. Eas l restrictors. � � STRUCTURE SECTIONS "' -._ � I I 6. Observe water conservation ractices. 4" DIA. PVC "� `�' � + P ASPHALT BITUMASTlC 4"X 18" SLOT - C O I1 S e rVa L I O I1 7. Septic tanks shall be inspected annually to determRne the scum and sludge accumulation by the homeowner or a qualified septage INLET PIPE SANITARY TEE (TYP.} COATING ENTIRE WTERIOR I hauler. The amount of build-up noted at each inspection shall be recorded and maintained in a record book. The septic tank shall be INVERT �_� AND EXTERIOR SURFACES S u bd ivi s i o n pumped whenever the bottom of the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge ELEVATION _ ,.,~� , �� �, , � �; Y ► AS SPECIFIED � � ��_ . � x . �� � � _ ,�•:�� ; ; i ,:: is within ten inches of the bottom of the outlet baffle or tee. �he pump-out clearan�es also apply ta any chamber in �� � � ` � �� . `� � :�, �t � ,�: � � ��� _ ' ��. �,>��.. . �2 MIN, #2 causw�p 227 Kaydeross Ave. East � . .._. ..,• .ti, :. �,; .. ... multi-compartment tanks and to any tanks in series (i.e. pump out a41 tanks/chambers as soon as any tank or chamber fails the �- ----- ------- ------ �"=�'`�" STONE BEDDING Saratoga Springs, NY 12866 minimum clearance). Most tanks should be pumped out every two to five ye�rs. --��=,,,�;�-;,;-��-� UNI�ISTURBED 8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, tank outlet connection, and pump CROSS SECTION SUBGRADE PRECAST 1,200 GALLON it if resent shall be ins ected. An baffle or tee that have deteriorated and no lon er erform as desi ned must be re laced. P�� CONGRETE SEPTIC TANK P �� P ) P Y S P 9 P Cracked or broken lines must be repaired or replaced. S E PTI C TAN K D ETAI L .-�•-°--�-�-- 9. Any company employed to cfean and service the septic tank and system, must be a permitted septage hauler, with valid standing with � O� id�� y� the New York State Department of Environmental Conservation of�ce. Septic tanks should not be washed or disinfected after being SCALE: N.T.S ,�� � � � '�, pumped out. ���G�`4 ���t� �� � 10. Se tic tank additives shall not be used in the se tic s tem. Additives are unnecessar for the ro er o eration of household � � � ` P P YS Y P P P ;� � r �' . �, s' ��;. systems and may cause the sludge and scum in the septic tank to be discharged €nta the absorption field� resulting in premature failure. �� �; ;'` �;,' 11. Do not dis ose of excess household rease and fat in the se tic s tem. c'> . ��' - . P 9 P Y5 , � Z 12. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handle household wastes), the tanks shall be ` ti� ����,;�, a`� �� pumped out and refilled with soil to prevent future collapse. �'p a�'g�� � 13. Do not pour ar dump chemical cleaners (i,e. ammonia, washing paint brushes, etc.) in sinks, toilets or tubs/showers. SeptlC �R�F�g�rO�� 14. Do not dischorge roof drains, or allow stormwater runoff to collect or� the absorption field area. Design Tank IUleasured AppIICBtlOf1 Basil Area Basil Area 15. No vehicle parking or traf�c shall be allowed on any portion of the sewage disposal system. 16. The sewage disposal system is desigr�ed for domestic wastewater only, with the design of the absnrption field nn the projected flows. Na. af FIOW SIZ� Pere Rate Rate R�quired Provided Pump ar Any use of the dwellings in this subdivision that has a greater discharge of wastewater flow than designed will require a redesign of the Lot No. Bedrooms �gpd) {C',�al� {min/in) (gpd/sf} (ft�� (ft2) System Type �C�Vlty Project No.: 2016109 disposal system by a licensed Professional Engineer. Design: DBH 17. The stamp seal and signature of the design englneer on #he subd�vfslon plans and details is for the intended use only, and any change 1 EX EX EX EX E�C EX E�. EX EX Drawn: KLT Ch'k'd: DBH of �se invalida#es tne seai. 2 4 440 1250 11* 0.8 - - Shallaw Absor tion Trench Pum �8. These notes an septic system limitations shall be presented to prospective homeowners, reod and acknowledged in writing before p p Date: 4/8/2020 Scale: RfTS rocessin documents for the sale of the ro ert All subse uent sales of the ro ert includin each individual lot sale must re uire 3 4 440 1250 � � 0.8 - - Shallow AbsQrption Trench PU111� P 9 P P Y• 9 P P Y �� 9 � 9 * NYSDOH Rev: Description: Date: that the prospective buyers �eceive and acknowledge these notes before the purchase. 4 4 440 1250 11 0.8 - - Shallow Absorption Trench Pum p 1 CITY COMMENT �/z�.>zoza 19. Septic tanks shall be tested for water tightness where a tank has a Joint below the liquid I�vel per NYSDOH stondards. 5 4 440 1250 42 0.5 - - Shallaw A�sorptian Trench �Ut`Tl� z NYSDC�H CUMMEN7 5/6/zozl 6 4 440 1250 60+ 0.2 2,2�0 2,204 Mound Pum p 3 �vYsaoH cnMM�Nr s�z��zozl � SEPTIC S`�STEM NOTES � � 440 ��5a 35 0.5 - - Shallaw Absorptian Tr�nch Grav�ty 1 sCALE N T S 8 4 440 1250 21 0.6 - - �hallow Absorption Tr�nch Grar�ity �� �������� ���.�; � 9 4 440 1250 21* D.� - - Shallow Absor��ian Trench Gravity ��� * �t���t�f���t�?�;fR�r�'��j���-rc��ii���t�r�. �0 4 440 1250 21 0.6 - - Shallaw Absorption Trench Pum p 11 4 440 1250 4:25'� 1.2 - - Shallow Absc�rp�ion Trench Pump OrawingTitle 12 4 440 �250 4:25 1.2 - - Shallow Absorption Trench Pump 13 � 440 1250 4:25* 1.2 - - Shallaw Absarptian Trench Pump 14 4 440 1250 �:�5* 1.2 - - Shallow A�sorption Trench Pum p Site Uti I ity Deta i I s 15 4 440 125Q 60+ 4.2 2,200 2,202 Maund Pum p Planning Board # 17.006.1 " �� �, � ,� � � � Drawing No. �THOSE LOTS WITHOUT A MEASURED PERC RATE WERE ASSUMED TO HAVE THE SAME RATE AS NEIGHBORING TEST PITS. TEST PITS SHALL BE COIVDUCTED AT THE TIME OF SEPTIC SYSTEM Aoproval DESIGN DURING BUILDING PERMIT APPLICATION. �-�--� Approve under au rity of a resolution adopted �', L�� L-� WASTEWATER SYSTEM DESIGN CHART b� t �a� n ar of the City of Saratoga s���gs. �-$ 5 4 airperson . SCALE N.T.S. �4t ig ed ' / • �L /