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20211156 63 Henning Rd Site Plan Review Plan-Grading, Drainage & Utility
- � � ������- - GRADING NOTES: ...__ . __ . ..A . �_.__ ,, __ _ ______- __ .... ._... ..__ i�j-� .. ..._ :�..., ; .___, � - ._-._._ �� �.�> � -= ' � ` 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED ���� �����L.___.< � �%`� �� 6/23/2016 PERFORMED BY VAN DUSEN&STEVES LAND SURVEYORS. ��,._.._..< , �._� �..__. �'.�.-' , � t-= 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK Th e LA G ROU P �._._w r�..., .._.. - ,.. � �,,, _,; � �'��--� ..., `' ��.,,, � ��-... � - STATE LICENSED LAND SURVEYOR. ...... _........, _. ��.. � :,a Landscape Architecture&Engineering P_C. `� � `'�--,, ...._..y ••' ��..__v.-� '�.,. '� �•__._ _,__,_ �,,,,__,A� , -., .,, -.._, :�: �� ., 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PeapCe.Purposa.Place. `�"��������" ���������� � �'����`�������-�"`���� \ �`' ' �` -� RIOR TO THE START OF CONSTRUCTION ALL SECONDARY BEN HMARKS ; ......._... __...__.__ ___ _ � �,._..._���,.... w-�'�.. :>� : r ,-, ,:.._ _ ..___ �, �`� � ��:`> � � 40 Long Alley 51$-587-8100 ., . . ' �� -_�_. L��jr � ti ;,� >: �� BED BY -..., �\` ATED THAT THEY WILL NOT BE DISTUR ��..,.__. _.._ _.._�__ pF � - - ; ..__...._. __..__ . ��- � � CONSTRUCTION. j g ..__...._ . �... � " ~`�.. �fll�ff NY 12866 www thel g o p com _ ._ _.......... .... __. .,,� fi � ��� � _ __ , _ _. . , . _ ..... ..,, .• v .,, M. , , � �• _ ..... ;, !-*� � � < J � a r u . �_.r�E; .. ,"' �\\ � 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH __.........._.................... :...:.... r r� _., �`�'"'� ' , °•vv , �t �, 4 , ' � €t!��f� ~`• � "r\`.. `� \ '\ ` T I A MINIMU OF ON - I H I .'_..____-_________._..._._.__..._._____!____..____.__-_____._______x_�.I_�l�i= ._, � � '�" ��_.:.`�...... ;, .�;.. �:,�� : , :�' ' ,, ��.. f�,�_, ; , , ��,� n �> �; �' 0 D R A N A T M S L O P E E E G T H N C H (1/8")PER FOOT. Unauthorized alteration or addition to this , , .. .. �-r- _.. ,.. . " ;` „ '",-.. ',:�.,, �-�.,�'., ; vr� ,� � ; j` i , ~ -. „ ��_ �� �., •-.-, `� ,.._� :�;�� � . S document is a violation of Section 7209 of the ,,_ , _ , � �� ; :, � �� MAX MUM CROSSPITCH OF ALL SIDEWALKS IS 25 ANY DISCREPANCIE� New York State Education�aw. • '`'� � � �. � M �� NOTIALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNERS � ��r ; 3l4"TYPE K COPPER WATER � �� ����� ���- ��� � ���� �n �. � � � � ' ' n =-�-- =-��----�- " �� - ; �������' �� REPRESENTATNE PRIOR TO CONTINUING WORK. � % � SERVICE FROM EXISTING : �° 'E � '- ' __ -- = �; -� .+ � -Y �r� F-:, ; , _. �';�. _ __ .. � •' BUILDING TO NEW BARN ; ;, ,; j 258.50 _ 255 d0._ 256 ;. �� � <��; m the�A Group 2017 e _�...; ! ' /% , ; -.__, 25� " `� _�� ' ` � , 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT _.,,.,„, . _..._ : �. 25 70 E � � .___.X. :_�...� '� ,� - ; ; � I ' t , . -�_�;-..� `��������-� � � �� EXCEED 1 IN 12 OR 30'IN LENGTH. ANY DISCREPANCIES NOT ALLOWING . , ...._._.. .� . �, .,, , ' �';. ' �� ; �., ��; ' \ '� � � , ��:�:.:;° RTED TO THE OWNERS REPRESENTATIVE preParedfoc .., ,. �, , -- THIS TO OCCUR SHALL BE REP �_� �` • --.�:� �.--��__�� . 8 PROPOSED BARN 2 � � , ~'�-�."'. ...��`. .....,• PRIORTO CONTINUING WORK.O p .._ ;,{� , . , , � _ .:��. _. d & d d I I ._ : � o '.,f �,�, ._--°, :�\� ,�__....._r .... . FFE=259.38 � _ ��-._.�:�i � -.._._ R� e Rea ; _ ' .. :. ., �� �,.f � SANITARY CLEANOUT , � '�� . . ; �..., . _,,. ._ -___._._ ,._.__. . : _.���� : ::f ., .....�, .. • ..�,.`...., :�:�.:1 ..,,.. . �..., 0 ,' ' , ' ' .�;..�� 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH , ., . , ,,,' � 7 LF 4" PVC 2.0% ' ' � , •, ..� ,;1... .. + �� � � .. \„�, , �� @ � ? BLDG INV.:257.24 �, � � �� "�°���". ti - - '����;�_, AND IN ACCORDANCE WITH ADA GUIDELINES. ES lG�te �'.� ;..... `� j . ; � -.. ..�....._,...� .. ,. G � `" ���! WYE SADDLE CONNECTION TO ��� ` ' ` " �� �� ���. � . ,:�' , , � , . �;'� ,,` :r' u; � � '',. t :' :� :::.: �., :, ' .� _ :., : ; �.; � , � , : , `�� ` � , ; 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES(6") . _.;:. ; .� ; EXISTING 4"SANITARY LATERAL . ; ,. , c, „ - :-�:�; ',.� . _�j1.....� . : �h : i � � ,. , , .,� ;u, i �� �,,_ .,. , s ; EXISTING 12 _ �,, . �,.., ABOVE BOTfOM OF CURB UN�ESS SHOWN OTHERWISE. 2150 Georgetown Road, � r � �' ..__ ,�TO 1,000 GAL SAI� INTERCEPTOR ;z. ; :�;� ' ;��I:; � ._ � , � -' TIN F _ � , � � x � ,..:i i�, :r . �r ; ti 2�9.15 259.10 .z: - ti`': .. ��•. HDPE @'1.0% _._., - EXIS G LA��REND S�CTIC�N�.__�_, �,._��`� ...,,_.. � ��.,_,_. _ :W°:::. Lexin ton, KY 40511 � : , ?4� ��� INV..t257.10 �; , , ; � ..; ., , N IN�'::252.20 ' . _ � 9 �,, i , : � � � . ; � � . ,: � �"��� . -.. '���,�,. 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET , ..,_ __._. ._.._._ _.. __._....._._......_._.._...� , '� � : : -`� - � ..� �`� �`� -� � ; � � '' - �� THE LINE AND GRADE OF THE EXISTING PAVING. �,� �c� � _ . __ _._ . , :� : , � . ': ...: . : :: . _.. . ,: �... i^.: :.-. � _ ,�;. ' �. __ .. � , � �,.�. ..._._ ...V...,_ ._...__. , __.<,. . ��� � : _. , . ..�..._.__ , .\_. \ � f\ .� . . : ;' , . -....:._ � � ti . . ,....,: . , , .._...... °� ,.. � .� _......._..._.... ..____. .........._..._._. ....______...... , .. , �.. �. �. . . .. .. , c��_ ..,;���� , ._ .�., .� � � : �µ ..........:.. ,....;.;, ; ._._._.. ::>.............. _.._..........,._.. ,. .... .. � , ..................... .... � `: „ �.. ;, •.�, -.. .�� ` . ��..: �..._..:, .; _.._ ........ . ���J"' .._.._.. , ._.._.%.. ' . . ' _ S , , �; ..:�... ,. ;` � ' > :�. ,.__........ .:� .,./._ - \ , . � 9. ;. :.� : ; , . . _ , . ;...,.,, I '1r�'�ku'!� .... .;� > ./ ' '_ � , \ � �...___-, ,.. . \'. � ;-�....� �'- ,,- . . _..: ,; `�, l .. , BAST AN NLEP RIM �.,.._ ; , ,.._. �> , , u;a� .:..._.._.__ ....._.___..;�__..,�!`_.._..._�..._._......�..,,:-::.. ...... _.............,........... ... , � . � , AND AT SAME PI CH AS SROPING AVEM N�T.pIF ST UCT RENS S OWN A �� ..'-� : :' '. �:, •� ... . ' , „; :\� I i 'E_.,,., _..'.,%�..;. ��� \ `� \.,, ... .... .��-.' . ,:. . . .. .,, �' .. � ' � �.. ,' .. ' :' �i , . . ; .' . . .. , . . ..., . . .: , . ,; . ; .. 7....,.�. .,",�-... .: `� ' ; : . ..... . t r..._....,: ; , ....,-. . �: ;, -: � ,� �� ` � � .."� ` , ;��::�.,.:��......__�, ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. , . , : , . . v' -. . _..... , i:. .} .ti: w..:.._.. _._::.._....._.._.�: �t: ....... , a �^� . .��..,...... /\ � \� r „ '� . : . : � :.� e •- ... -.'. � . ,ti--�'. . _.___ ......_..._. ... .:�:.....y,..__....a _. . \ �. , � , � , , ,I ' `�. E t� ...mp_ .. :: J� ,; \.\ � • - ;�,,.--.. -� ,.. ^� . \ , ... ,; , ' ,,�:. • ' `� ;� �T\. '� ...,,x:.. ... ...} 3.. �� .a, a _.. .. � ' :•i �-.... ,.- ,. .��,� .' :: � �j-Z \~ _ „ ,. ,� .-�� ; ... . , �.: f� ; �,; i �if „ � \'� /�, � � iLl . �� '�, 'Y�� �y \ :. u,. � , ....... �..._.. �.. _ . . ._. '-�_,. . ..�..: `� �,t : ; ��,.. - .... ... � : � ........�... �-� , ,i. �r ..;� S ' Y� .:... rc \. ' . : , ;: '. ;•'� ....................................�i_............ .. . .�_............._......_._.....__.,..._........ .._..................�. � \. . \ \ � � ..__.-'t�, � 3 � <:....: �� ..., . -- . ...<--� -� , � �L , \ , �`"�, �:-;a�-: �� 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL _., j , `. _. ,. , • � 1 =� �'1 °�� � � , '� \„ , � , '.... �; � � � � ._.. , . ?�; \ `• � ': ? , �;._' �-_- Y? ;' �r ; '� :� � ;.; �° ��� �` ;_,._ \ �� �, �� � , , �`� BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO , , ? �%� .° EXIS�ING YARD'�RAIN NE YARD DRAIN �_ .. <>... �� � �'?`��. �'� . ` ,� � �� ��: � ; � . � =� � ���.. ` '` ` - ;,' .�` � � ; � ���_. ;�'��,� :� , ....� _��.�,� ; �. EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING . + 'W � � , �� 3 �"�'��., �� ����., \ � ` '�'����` ' � CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. , , �' ; , ':; . .� RIM: 259.00 RIM, 258.90 , r � � •� . . , t , ,'.,, .. .... ..... INV.. 25 . . .. 54.40 . ' ������` .. , .., , ; � . ,. _ 500 _. � . � . .. ,, . . , . ;. ; , _.____..._ '�� EX INV t2 � � € `��'.�'_- --� , ;; � ' ` ' � " :�' ; EXISTING 1,000 GAL SAND � ` ` °� ��` ��-`j��, � � ' 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL : � , " � INTERCEPTOR � � ���� j' ` � ''�,. � � � DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION , , . , , . _ � : � � _. , . . :� r._ y,.. �. , ' � � _. _ , � : �.�..... ' � � _ � E � . ,' � : \`; ', ` ���, �� AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SIT ,� : : .__ ,� . , , � :.. ` ��f�. ; �/ � .,:'� � � � . .. � .. ..,��; . .. �. ./ ,.; .�` t �..,.' ..':�....1 t ;i........, y". :_......_...., t. .._.,,_, � •,��,,,,,,,,,__���-,:\���._....• � � ~�`� ' • '``.� "`� ' f �. ' i ( , � , � �y .'�"`�� ' `�� .. - . �`` .'.; - . STOCKPILED FOR RE-USE ON SITE OR LEGALLY PO , � ,... ,.._: : � ., y,r._ ' DIS SED OF OFFSITE \ ,;r� '... i ' ' ':' ; ':; �U i •_......_._..__.__.r.....�.. _,..i I ��-,....�; �� i l:.................:` ` � . _.. - _..... �., _.... �. � . � :'*V ' s ' : '!oi � . , , . .: ; I � � . ,.., ' ___..._._.._....: ::'-��� ._ ._... .._. , , � ; , 12 DE IN `�t , ,; . � . ,,, ; :-�` �_.___..1.__..__.�..�_.__�<� \ ,_,_„ Y , � , , , F - ,�� � , , K, , , . ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRA �. � .,._ \ �`'; " � � �> > ; � �� �,, I � ; � ; �,/ � � , EB 6" MAX . FREE OF _„ ,- � �, � , �� �; ; ; ,� � �' � � �,, NFILTIRA7tOP1�$AS NAN - - - - _ DELET R OUS MATER ALD, CONTA NENO RAVEL LARGER THAN 2",AND : . . , S i E 1 '... � .� . � . . .___. , � t , � `�. ,, ;I " � ! i �t`� s E � � £. ,�; , ����.,� SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND �3 ' E AIL ; � ` ; �' D T :; , � , �� � �. , S. : ; i }�� ..... :,. .... Y. µ'�`.�,._..:..%_ .._.____i � � t��� � y�\ \' \ j ; ` _ _ . i : :, i .. . � _ � � � L. � � __..._._.......j"...q,... ,: . . i ' .. __. l\���,_. v , : : . ; . : : _ ___._.___ _..... _. ._, .. . :' � i ,:.._. � `. i ! � ;f, `��� �T � : _. .-...-,_-- ---�-� - �- � 13 EAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM __. , . ,, .+t .., i_... ���.... �----z---, \ _......_...._._... .... ._ �_. �\\ . : .: _ F �,� � �.. . €; _ . ; � ;. �•-; . ;._. 0.� : \�� __...._..`1....;...__... _ : � ' . � NISH SURFACES SHALL BE FREE ! \ \. .�'j ! ..... ,..�� .��. . \� j � E , . . � � . i \ �\ • i� , . .� ir' � .`�+4 ! . �. � � STRUCTURE AND PREVENT PONDING F :`s ` , , r ,, y =:! _.i i ; ;,; ,,✓ : ; , \� \ f `,, °._ � FROM IRREGULAR SURFACE CHANGES.' ` i � � � �� ' .__ i �� `�` i k !i ,�. F v � � � 3 �:.. � f.. �_'�\ � ._.._ � ���� e . . E , , . : ..�. ...__._ � E . "v' � , _ � . 14 i...._....� t..:.u � ; `� ' ;�,.. �� ! ,�` � ��' `\ ;` . . .....�.........._ ._...__.._..........................rh.....__....�._... ��.�j . . � , t \ ,`i , �, � ,��, ,� R� . ,...t. .. _ .....___________________.._ ._.._.._.___.._..... ._....... .. .._. _ . ;_�_�_:._�_..I_..._ � ._. �v I ��� � � �:�. i REMAIN SH�A L B�E DONE BY HANDRPLANT ATER A S DA AGED B TO ;. � � - "�: : � � i � \` ; � � ` CONTRACTOR SHALL BE REPLACED IN KIND. ; E � ,. •: � x ... .... ._._. ....... .__.. _..... ...... .__.. .._.... _ .. __, �, , c �..: � :..........................................................._..............................._... ._..._..._............._.......__.._...___.._._._. � , , � �� W:..�� � f�` �� `�� : . ____._._ ._ ....�.. , > • , i : � Z€�; -;:� t�; i ♦ j ! :� � : �: �,. i • � • , . .... i . ._. ._„ ..._ ....... ........ : ; � �. ., ; ; � s:..�,.- €"' � \a_ -- -- `� �i 15. SLOPE SIQES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND .,. . . . � � � � 3'� � ,�. .',, . ._.' , � �-" "k : !"_"\;..} _ � ; I , ..._�Ct� � _ ......-. .._. � ...... F._.... . � ._._._______..__...__.___..____._.__..._.._._.._.._.._........______. .-...w:::i i ti. ...., .�. : : j� �� , r.w....._ __...... ..T' � ,; ;r� T.. ,- yrJ� ':� _ ' " _e. ' E � . . � . ;d.._ ` � . ' v,..ei.. - � ;' :' �• .�.;,,\ :..\�r':y ; `° ; i' _ . . . 3 i r t_.. ��`' ; �i '� . , '' , : . ......�t . . . '.._.____.w'}.::�....-�I ',t �� � � • � +. : :' '�-� `�-��T�������-'�; , � ; � = i ? SIDE'SLOPES OFVEXCAVATIONS IN A SA EOCO DRTION UNTI�L COMP ETION _.Si3''� :s �E ':.:"." �J i ',^`,� .. . . . . .� j\ ' � . ._ '• ;{f� ' i ,,, ` 4 1 ', x::_'.. r� ;�'_ a4�� C:r,��`� 'I _....� �.. E..�� �� ui 1 ;i �, lj } ; ! I ` �,� OF BACKFILLING. ;t u� i..a...i i i � :�,1. . . - . � . CY,j : � t 1 i ♦ ��'v t �t .r l\..............�'.L..� � : .�r ; { � f � t 4 �. ! . -• .. ..�_j :f ^� 3......... `) ;; . . i } � � � ...... . '-� r .� , ., , .• .. � l._.� � i 1 i { .... � , : ` : ' �-� °; ;_,�, t* : _ .� '�`+� � ! 4 �� 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH ;�.....-- • , ,� ` � 4 _ , : ; . � ,_�_: ..... t.� �`,', . , �,� :._� ! ; i i j E ' ? � `��.. 3. �,' . ' ,' , . ;: : ;+'�;� �-.i„ •r� ' !� � . .� � � t t•� � \i �.=�. GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS ,. - . , r � :` �! ��. � E.~.�E i � ' } j ; t t i i; �;� ;•'. "�- ` �; ` , I ; � r `��:�' � ;' . � . J � { LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, __ i / r .,r ( i t ? � :: ; z�., , 1 !iC�: r'` �..a? !i f" / r.-.1 ! i ',' • : : i: � • -�. , i .� � :' / � _.. t 1 1 ti , j.�•- � '� : ,�� , ; , ;;:.� E; �' . ,•f f � <: � 4 , ! i � ! ES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND .. _.::.... �; WATER AND GAS GAT �`• � • � e.._. j i� ` E ��+,, f � `, r_';a, , j j � � 4 �.,,E��y :�. ,.;f,r � , `�-.� ,: -� � �. , ;�, ,�. ,.�'' ? :} � j ; i SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER S REPRESENTATIVE. � � ! t,� ( �` � I I ` rr�'F". ? i 1 t ; ! �� �,� r� i `-�Y` \\ ;! � [YX'z �'� j l � t k ,i � , �...--•"' ;,,,� t .i l._1 ;�..° � , � � �: `°� �- � �`� �.,, ��" �� ��� � i � ! � i �i 17. ONTRACTOR SHALL BLEND NEW EARTHWORK SMQOTHLY INTO EXISTING _--� ! � ., :. _ ,.>...._.._.._______..___...__...._....___....__.._�, �`� } � i 1 ,{ , � � .;; L..__::�:�::::;:m-::::�:�:�: t� i C �; � h- \�� � ! ! ! EXISTING 60' LONG ABSORPTION PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM , _ � t; !_..w._; �; � ', i i �; ! � i �.'c.: �..: ::.- � w..._ �y r/ �, . � i t ! � ) �\ ` . . .--- ,, �� � , A �. ,.�; �.' , F ; E � ! TRENCHES TYP. OF 3 '. `� OF SLOPES. P � ct Tit/e �i : . �'E \ ..._ ... :ti CA i. � � � . ., . � � 4 .i.. i ,:� i . .'�d I �. .�"::::...::�:::_...:':::::��.:�:::..........:....:..:...... :. �'i:'';��� ti)� . . . ! � i . �C_. ,,�� � f' �` . . . . ... .. ,. . . , : 3 � E ,`• } i i p�i�' .., � _,�_ ..�. , , t .; 18. TY OF THE EXISTING _. , , : . , . , . �__ ^ ___.�._�_ .__�- __.�..___.�.�-�y/�� _�..__ __._._._._...._._w. _..._ .. .._._. .�.� . � : . ; ; Rood & Ri d d I e _......_....,.. : �- � � �.. �...................._._.__..._...._,. __.., ........._, , : �_.� .:_� 3 9�/ i j ; i � ! '`-`�' DRA NG ETS STEM A MALN TAMESHDUR NG EARTHWORK OPERATIONS, :, , ..._'.- .�. i : � : _. ..__. _. .. � ; , ; : : : i . . . - �i i ��`�`v � �: : ..�... i j � 3 ? i � �F.:rj i...�....� I : . . ......._.. � � _ . . 3 j � � E E E ......:......._:t . ;.. ...........�.........._.�_........_.i.............;.........._..i.......__.:........__l._.........�.........._.A._. _. . .........._.i..__.......x..__..__�_........:.._..._... .._ ........._......__.,... ? DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED � , -. ��� � .� ���yy-�, .�a._ _.,j� ; ` �_ , � , Equine Hospital � ° - �'" ' r; ,., �� ; : �� � ` �� ! t�� � ` ,�� CONTWUOUSLY TO PREVENT EROSION OR DAMAGE RESULTWG FROM � .,. % 1.,� . ...,: :� . ._ `..._� �... _.....",.�-'.._......� �,.. 4 , �, � . . . , ; • . � � - � \ f � i i{; , , f./ +y,; P :; . . � . � � . � / ..,., �' . y ; .J . ' � �, ! � `� � {�.�,�,.�.�,,�»�..,�r�».,�f�....�f��� f, � � , �,� � E j •�.� CONCENTRATED RUN OFF.WHEN IT IS NECESSARY TO INTERRUPT THE . �: f t. , � :. -' '�. r i �-��- �, . , �t � \: EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY : :`\� °%` "' `. ' � \� ... 'i ; :�.€ c.�� � � �� � �,, j � ; � ,_ � �'.,__..�._..._1�...,�..... �'. �_ � _ � ___ ,_;�,' ��-� , , FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY "" � '� �`. .��` . � ; ;: ', ,' � ' � <i`f , OWNER'S REPRESENTATIVE. �.. . . . , � ..� �f:.. � .. � . _... � _____ ___._ �'' . .,, ..�..�__ . �._._ 1 � .__ _.. _____ � .. .- ,..� � �, ; \' -..,...: ! 'Y"c a F -.:.� ` ��.� x .� � . '� �`� � �°. f . n.. ' ' arat ri NY 12866 i 3 Hen�ning Rog � .. : E . v� �: ! 19 ISH p s' f; _ � :' ` � ,r ` . . . . .. , ' •. � ' \,�' ' � �� : , , .....:.J �.::; .r..... � �..a"�. .. . .. ' GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS .._, , � ;-.. .: , ,, - . ._._s: i \ , � ,_......_:.__--_�_�__..__._...__............. � � --�, '��.-. t`� , ; ` Y ,_� ? ,.F` � GN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, , LIGHT POLES, SI % , � � � . ' : ' J.:�. ' , > �,,.. ' � ;�' WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND � , ,. .� ,. , : , .� . , ,� ,�, : � �--,��.- �,, `� ��: � �;• �:a � " `� ,. ,: ,t _ __ ; � SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR ,, v` , , ..�- . . ; � ��... `�; . �.....«. „ r:. , . ;r � R AS DIRECTED BY THE OWNER S EPRESENTATIVE `� " , �., _� ,; , ______..__.____. �, �� - �;... ;:` - �r-- f � , , _ _._ _i , � ;� , � - ` �j•, ,� ,, ,�: . . .. � • �.: i. . ,;_. �,�..'- � ��� , ; � �j . _ , . ' .. , . , ��..� ,.,:_ ;: ,, : �' �.. , , _.. N _ _. ._.....,�._, �� w �� ��. �., , „ ,_ : ,_. ., I ; �n,, r � ._.-� �� � ' • � . . - � � ...: . �� 20. IN ALL LAWN AREAS ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4 OF � � ;, ` _�_ _ < . . _.s . , ; . . � .� __._ . .. . .�. ..�_ . ;; . � ,, .,, � t.i �= - --- -" �•.-. �;.�� " � ; ;. �.• ,, � -'-�", ; . . i\"� FINISHED GRADE UNLESS OTHERWISE NOTED. �- ; �:.; r , i. : .. . .� ._,- .� ..,.... . .< . X.=,..� , � _, � ^, ._. � �__� t ' , .�: ,� ,; - , , ___ : . �•_ ... \ � ` � ....., i' .-,�..',�7�` \a\;� ..�.,. _..... � ,, ,,� _ _.. _.... , ' ti , ��51 G':: � ;: ,: �.. _....., , .- __..._........ _..._._- ,!. : . _ �__ t .�.; � ', !�, ; .. � ' . ..t .. K.�.: ��, �i '�� �_ ...-' ;.- �~�`"�� `�'- �'�� ' 21. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE �- ;:� ' __. , , , - , � . ,: :, <. , . �-� �?r,�x.�...,.a„'� ; _ �? ;..., , � ! ,. _. ,_�.` _._.._.,, , 1; r._...� i ' �, ..,•'� .�� _.._.._,.._.._._.;.____ �' .-4, � ,f �` �w_. ..�'� � ::- �; '`' - , � - ��;°`..;� - _....._..;.-..-.-.�� CONSTRUCTED W/SLOPES NO STEEPER THAN 1 FOOT(VERTICAL)ON 2 �� st�.��,� �, � `_.a..� � � -,, . . • � _ __.._..._. ���,•'� '� ,_. , p �?;4� ; .._ ;--., .. ��t� �\ - \: ` ., ; f , ! - - ` - .. � �: ,,.,...��' FOOT(HORIZONTAL). .q�����!5�.� � � _ ____ _._ : � __.. _ . , __ �� .. �.. .. . . . �� , ��.� ..� : � � :. _ _ ..� �,... ,t r_..._ _..._ __.. c:�� � m -. � �����..... ; ,. ._ _.. • . ,.. . � ; ..�. . - �, .� . �.f:� 3., _ . ...:: '� ! �.� � \ , _ � .� - " •�����'� .. , "`._�.. ., - " '` ,;' �. .. " � :._w.; �__. . `, � ��. �a ' �+� l � 'E� � �_..? �i.� �.a"S� �� � ,�, .� `"� � �`i \ ..._. ..�"" �,�p3�. .. .. .� !f.+.+-r . i ._....� f` , ' . � -i p ,=� ` �.-: •�.. � ; ; �, � i., V � � __� `�z,`� , �: �r..,�s Project No.: 2021107 f d ` '% �-'�" ' \� ::.' " • v�.f,.. .L..; ..� �r.. �t'` l '" 1 �. t z ' , f � , 4<'`�`� � _....a �'i. �' 1 . _. Design: _� ..._. t . ; :._ ' � �..�..+ ; � _.._._: , �..... � a�+� :.� -_�-. •p � , � , � . . .._ � i \ �'v �i'v ; +y►�� . t .� �' !._t.a , 4 y.. , , j . +_ . �. '� • • �--• . . + MCB ....� ,.__ _._._. �� , CML . D , , a � i , , . � 1.�._i �' 't ,q•E;, �,�.. _ \ ... . � i ei ..... -��� . . ' ! � � ! �� . • � ro:>.:u .v:.r�'.:'� � 'i .. �,,..�- PROPERTY LINE . ii�l6�zozi . i�� = Zo,a ,�-� , r.� a__, � Drawn• Ch'k'd• H .:� �:..... �. , , � `- �w�� r� . '. r _...... , ;._., i,a..s' �� . � .. .. ;,...�.� . ,.. ..� ._� d:-'����y�a. ' \ ` y t t � ' .. �.-��rf r'� �...� .. L_:... . .; . . � �� ..__. _. ... � ._....._....w '� �.�.� ,. '� `�- i � � � '� ' ,, i .. ,�� : � 1 � ���� ' � �" Date• �,� �� } . . . ,....�. �._____. , .�� � .� ca e• :_:>�,;�,,�'._.,,,��z, �,y.�. \ t � ����.�..•� ;- � '� f�" �Y;\; � � CONSTRUCTION LIMIT LINE (0.22 ACRES) R . De criptio . Date: ;, .�. �, , �. � . '���� .._.� . , ,� �y � .. �'' � 1 ' ��'�� ......_._.._..._. ....__......._ ._.... .._..._... _ i �;µ : . _. . _ ��.� , ... _. , � ..._. ;? �t €..1_. . �����• :...................< .. ' ' \�`4f � j� l: �; :. ��, ,� :� ����,�-�� ����''� ` � SAN EXISTING SANITARY LINE .... _. r. �.�.: _ .....,�.::�' �:._> , �- � � :'... , . , ` ,�.....,, �:...� � r._.. :.:.... ; � , _:� 1 ,�-. .,�, �..._.,.. �-- ,�._. ..._., _.__. i- ........_, ; _... � �i �_a � i _ _ _,_ _ , � . ; :�•.,,..� -r... f / � - ._. .: i I� .' ..,, :' � } �� � �����` �� FM EXISTING FORCEMAIN -. ,._._: � . -�- F l- : .._� .,,_� , , . . �.. ,��; �� :.: . ��.___�- � < V �\ .. - � .,,, ..._.. ....._ . _ y ,., - , ,-. . r' /,� :.x... . ....._., , , . ; .\ \_.l ._. . ... .-. . : . ' I ; � .. , `.:s_ , . ..... , �e _ ./ �.� ,• � . a... �� -< ;�:> �� , � ;-- ,$ � � !� �' ,.� � � SAN PROPOSED SANITARY LINE . �_....... f... ,� _ , �:.._ r; ..�._ ; � �._ ��„ . , �._.�_ �_�� � .�..... `{� < / ' Y ,,,,,, :- � ` .. , f .�_ . .,.. -- �' � �:7 .. , .,. � .::' s I .._. .�..�. f .. ,.�-.,,,� ���f �.... ,......_. . �._ ..1 . �,x.,.� .,� � �,. . „ �. � .._ .» . .� .. �.f, ,.,,...� . � __._...... ._._.___ ,--�"- . ......, : � ....... f� , _._. �; �W�> ..-� � �^., � x ._. � � � �` __� ��� _ _ _ EXISTING CONTOUR ; \� '" , f : - �...._t ti ' :, �, �_r�., �, � _.h;,� ' '♦ �, �-- _�,: "� ��.�•�� `•�.....,\ , �/ .`i ,,r v ��. D�awing Tit/e ,, �_ . ;. � , �, � ._...,, ; ` �.r�' s` /�.�..�� ; `,.�; „ - 332 PROPOSED GONTOUR ...- ,r. �� t. r ; .._ I N �.v_.. . � G D ; , �.� _..� , .: _... .�. _._, .: ,.�. ., .� ._ _. ..,__. _�.- .�:__ , __ .�. � . �._._.. . .�_.. .• ... ...�. �. J . .,. �-: --� � r : . , ,. ,.� , ... ,: .�:::...� . ,f Y � � y ,, , �, , , ,� ,;� �:,, GRAVEL DRIVEWAY . . , ��..___, _ .. ; _ r.� . ���� �� f� Pl Board # 20211156 / � �. �..� .. � ���.� . �� __ � . . : . _..� ,, % �i Y' "'V .. �, •�i.-% ' i'�: �f' , ..- ._._..._,�� anning TI LI �' ` f �`� ; , Approval ..-- N� f.._.._ �, . - �p. � �. . - ,� :.. � ,, t E..._.._; ' ....-..e., � .�•`.:.'' +....,�, / .-.....� � �S`'� -=` r' ����-' 20 10 0 5 10 15 20 . � �R ,� -• -•�-�� , �,�� A d under authority of a resolukion adopted / /� lL ,,.. " O �....._,�,`` : r,.. : , -�' , �...� ;_..... � � by the Planning Baard of the City of Saratoga Springs. . � � , _..., _ ,�.......,,, �� :.. .' _... . .. ,_r,_� � Drawing No. ........ . . .-- �� .-�'' ... - _._ - -�f : :�- Scale 1 =20 � � �. ....... i..k:: �� , ' �-�.� Chairperson �� ..� .. .. , , ,� : �... ..- ��<._ - . � - ..-.:� .. �; ,. ,.,._ .-.- ,: # . �.......,; /,, . ' . �-._...... � a z zo Z z�-- ,`+, 3 � Date SignPd: