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HomeMy WebLinkAbout20200270 Tait Lane Reserve Approved Site Plan �� SITE PLAN APPLICATION ,: ' ' Y rk Y Ta�t Lane Sarato a S r� n s New o � g p g � May 8, 2020 . . . , Revised: March 4, 2022 • S he et Index . : ._.� ,�y� �, S lte S tatl stl c s . C �: V � y; / ,���� `a� � ♦: � s:�-' .,�� \ �: '� �:� t� � ;�� ���\ \ �\�,: Oy.� ` �� e ::�a.;'.. �� �� L `�` ' `�� � s �.�� �`. a ,= � � • �a ADDRESS: TAIT LANE PROPOSED CO.00 COVER SHEET ��� >:. �e .s,<.. •��a .. � .. �^��,. �: � c �> : \ � a���, �� �� � ., ws� \ , �� � � ;��'�'`'�i :� .. � .. �,���� `����,Y �` �� �. . �, a ;, ` � � � 202 MULTIFAMILY RESIDENCES :, _ ��... .: . �� � , .r „� , ,.,� - '� ,� ,, :�. .......� ::. ..� . PROPOSED USE: - v 1 .�1 �:- =�.. ... ��,: :� �, . . , �. , 600 SF OFFICE ; ; I OSION & SEDIMENT CONTR L ,� � � �� C1 01 DEMOLIT ON AND ER .� =r �M,� fi .�t . ,. . .,. � . , . a, ��. .. �. , . .. , . .., a ,.:, a� .., . ,. � >... ...: . �: .:� . ;; : > h ,�° ;,'; ....,,. . .,.,, \,a...:.� ..:. 3>�, ....... ,: .. .... .C.. < ::.::. ....,i . _ �.,.� . � \\\ ' ,. , \ .._�.... .,,:.:.. . . .�.. .. ,.... ... ..;.. „ .:.,.. i r td'. ,� > t� � •.� .w ,;� 1. y k, � `� 11 � t �;, \ .... . \ ...� -.<.. ., :�.\ ..:. :.... ........... .. .a �\'. � � ..... 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'�. _.. . ». . � � �.. .. . .. . � . ,.�. �::. ... ..:,... . .,��.. . .. .\....:.... � . .,. . .� ....::,.\ \.\ � . � ....�..,. . ::\......\ ............. �F. �-. , ', ... �.��, ..�� .:� �. . ,.. . .�,M.��. ..: � t� . . ___: . ��. � .� ,.. .. , ,.;. �.� � ����.,. _ \. ,.� 12.02 AC , a. .,. ...... ,,,..... .v. �i \�l .>\....... ... . .. ..,�\�L � S � Cu.. ,�...:.:,.... � ..,... ..\ \�,.: ..�...\ ..\ i�.;�..,�.: ,�. , ,�.. - �� � .. � . �. . �,� .,,,... �, .� ���� �::,< � .� ::.� ..:.. ,���� ,.,,�... � ,,.c, , ��\�,,.: �.� , �� . : �� . ..,.., � , . . . �. ... .� .. ... � �.. CEL SIZE. . t , , � , . ,., . ���� . ..� � . �.:, : , ,. .., > : . .. �� , . �,: . , . ���.,. , PAR � , ,� � � .:; .:;.e .. � � ::; ` ..,��� : , �� . � ��� ,.� �„ ,� .. .� a ::, � \ ;;_,� ,...�. . � . : ,:.. ����� ` ,, � .�.. ;, �:;. � , a < ; ; •, � � ��.o � .������ \\ .�. .. < .,,,'.. ..., . :�. �\ ���\.\; ,,,,� � ,.� , ", �� , � _ :; .`�� ; ��a ��, ,.:� , , � 1 LAYOUT AND MATERIALS PLAN � ; � ��� �� ��o ��� � ,. . . , � c2.o ... . , :, w . 'C� � �� �...���`���a.��, . �� '.;�.:.�i \ `\„�. ` . ,, _.. ... , . , � TAX PARCEL ID: 165.Q-2-4.12, 165.0-2-s - C2.02 LAYOUT AND MATERIALS PLAN � \^� � L 3 � "� � �� � ' � ' ` \ F ,���r ��'. : -��� �. \ � � s `�Vx��O� a �` � _ .�: < ': .. � . � �� C2.03 LAYOUT AND MATERIALS PLAN , \ � � �� ,� ;� ��` ` .� " ��� � �; ;: . �... � �` ZONING: TRANSECT-4 ,�������� �� �� ���� � ��. ����. � �, , �� �. URBAN NEIGHBORHOOD J'�t ' :,3 r y, ; � C3.01 GRADING PLA , � ;. �� � � � ��. � ��.:;. � �� � � . � Av �, ���� �� \\ � ; ��s ;.:�a � :\� � . 5' ` ` � \,\ \ 4�� M/'1/�. 37 . � �,;, , , � � � C3 02 GRADING PLAN �\ \������ \ \ �� ��� � � � MAX. BUILDING HEIGHT �\ \� ' ��a ♦� i : � � ���o ��'♦ � �`�� ` " � � �� \ . <:; _ � ° C3.03 GRADING PLA � � ��` � ` � � � �`° � � � � ' MIN % B AL NG FRONTAGE 50/0 50.5/o ��; „ , ���\ ��� \�\� �:� � � � � � � . UILD OUT 0 0 0 , �. . . , � ;; �� � . � � �, �, , C3.04 DRAINAGE PLAN � <� 34 ����` �������� � : �;, ', � '����_....� �� BUILD TO DISTANCE FROM FRONT LOT LINE 12� �8� �$ . GE PLAN ,� , � ����� \ ������, a •4 �a � ���. � r,« �;� , , C3 05 D :� � ��\� � �� ���� �" ' . " . ` '� � ��. .� � �,������ z � ����� � � ., _�_�� ,`� :��� ��. .:�.� .�`�: „ ';� �; .. \, �, �:Y 12 MIN. 19 . N : ,: �>� . ����, ,:: : r: f.� :�� t: ��x�..,�? . .. .:. . , ... _, .. ... ..�. „ � SIDE SETBACK , . . ,,, „ : , , . . �. � :���. �,.. � �� . �. r . . �� , ' 4. , . C3 06 DRAINA � �� ����\ �� ��.� ��, :� � ��3��� � '�„��� ,.4'; '4q�;i . �{y,t, . ... ��. � . : - , p> : .. _ ,� . '. . \Y�� ^ \ i .,�s,: >. . �..... `., i: ' � i :a, i,�i�������F `��,. , , r r�. ., ,, � .. �� , ,,:;� a��S.� � �� UTILITY PLAN .� .. . �,, 4 1 ,., . �...... ... �\� \ ';'.'�: ::. . ..• . ... .:::• r,..:.. \. .::;: : . ,�. . ��i r,.,,�at 1 t{9f,t� ��, 4,,� �a:, .��, > 't C .O ��,: . .:..: �,.. �e. :�..:..:�:.:> ,;� � �..:: ...., .�.�::.,�. .....:. :.::; . .. �.� {, �, .\ ,.��� a,• sd,.\; :.. .. . �:,:. :...> . ,:.....,a..,. �., � .,. .., .:.. �,: . ,,...:.. ..,... . ��,�,„� i�,,,.� tt�� �\, i il ;� �, ���� .. :. \.,... . .... . . �r...... ...... :: <.,.. � i,. ...,,,k.�. ,,R �4 ; �� .��,.\.:. : . ...,: .�,� � \ �.... „ , �„> ,.._ , , ek, .,.�,,i �, 4� �u, \ � . . , , � ; ��� ; �,,.. ,.. ��,,. � � �. , . ����.._:. <: ..... �4,s „�., f. 4, ,\ �,. : �� , „ �� ,�,������ � � ..... .. :: . , . �� .:�. 89 ;rs ; .. ,,.._,�. �� . �� ,.� , � : .� ,. `��� ?� .�.. � ti�: ., 24 M I N. � �. : ,.� . ; �. �s,� �� � "� ;� � � ��.. ,,�, ` EAR ETBACK , �� �4, � .; ...� , .:.. ���, � � ����� . � �.. R S � GHTING � �� �,F � ���„ ��,�.�,�� ; � L 1 .01 S ITE LI PLAN � � t � ,� a �� 5 � �� �' � �\�.` � `��" , ���� �.o H ' , 0 � . � ����� ��,,�� � �. � �� �i�»�� �� � L1 .02 LANDSCAPE PLAN ,:.�, .,� ,��.�\.. . - � , � ,�: \ z '� x ., ; . 4. �^ . _ :. '.� � �. .. \ .. ; _ . ' � \. .',. \.:., • •. •y � . �` . : . � ` � ' '� , '.... \ � L1 .03 LANDSCAPE PLAN E����� P arkin D emand: � �� � � �� � �� ,z �� � :� ,: � . �. ���� �� � � . ��� , ,r. �\ \ ��. \��a��� � �� � , � F, L1 .04 LANDSCAPE PLAN � ���� � �\s���� � ', ��� `�� ' ���� � �� ����-�-rc����r � �' ; ���, �� � � �� � �`�; ��`, . : � :�.:. � AREA/ USE SIZE REQUIREMENT/ ZONING REQUIRED PROPOSED C�J.O� S ITE DETAI LS �. � � � , � �, � �Qlt{Pl�� � �..:: ��.. ��� � ��� �` ��� ,;� a� � � .����F��� ��� � � � C5.02 SITE DETAILS � � � c\`�\ �� ��� �az �I�'6�..I� � �, �.: � ��y \��, �' ��� � � '`z� � �i.��, �\ � �� , ; , , , , . � ��� s �� � ; C5.03 SITE DETAILS � " ������ �. ����;;,`���`�`., \ ` � � �� � - � , ���`��� � � ��. , � ,� ,.`� ` �� RESIDENTIAL 202 UNITS 1.5 SPACES/UNIT 303 � C5.04 UTILITY DETAILS ;���� � �� � � �, ��.. �� ,� �� ��, .� � _ �, ,�� .'.��.. ������ ����� '�� � � �� �� ` � OFFICE / COMMERCIAL 600 SF 1 SPACE/ 300 SF 2 z � �� \ �� � �£ � , � ':� ��� ' �� � \� . . . _..,.,��, � ������ , .. � ��� � �� � � .����� ��. � �� � ..\�:. ��.. �� . �.�.< �,a�V��: � > ..�. �...��� �����a�o��\��:� a....< s �:�\ ,�=- _:\.�� ,��� \`..��"\ aa \..\� . ,.. •\; C5.05 UTILITY DETAILS • • • • TOTAL 305 329 t V1C1111t Ma � C5.06 SITE DETAILS Pro ec . � . � ��.� .. � �� RE UIRED PROPOSED CrJ.O7 SITE DETAILS SCAL : N.T.S. ACCESSIBLE PARKING SIZE REQUIREMENT/ ZONING Q C6.01 UTILITY PROFILE TOTAL PARKING SPACES 329 8 SPACES (301-400 TOTAL) 8 23 C6.OZ UT I L ITY P RO F I LE - `� - �- ��If �our�e . • • • C7.01 SITE ACCESSIBILITY PL � _ • ' ' ' • S eclal Use Notice of Declslon: • t .. Site Plan Notice of Declslon. p C7.02 SITEACCESSIBILITY PLAN � � � � C7.03 SITE ACCESSIBILITY PL + • �. � i ; � : ; � A3.11 BUILDING A EXTERIOR ELEVATIONS . � � � .•` Cfl'Yf)FSAcRATC7GIlSPRM("a$ Mk�KRiRPFY Cfa;� t 1.ITY L}��ARAT�GA.�PFI.INGS �ARATO�Vkv Ch3i: • � \ ,� � A3 21 BUILDING B EXTERIOR ELEVA _ Jt711NTOTiNG Nr Ch!Mr " f� IJJ�Iiq 7t3TBh4J U Cc� nJ27d 7� � PLANNING�BOARD TGL7CFR832Z1 = ,a . P�4yiv6NG ISOARI`f �W_ 4�{���'€ �12IST�S. \ � � • gM " es��i �e�o� nur,.n��a�iv ^ � .,„N -__._ � �ntirr e nsrr � � •. ..���' �:x�gt7Nrnn�.JS� ,;.y. , ,��;. s ���.;-,, ,�,.. �.� � rf��..� .� � C�tVHali-�4?473toaciwaX TQD€JfABCs2Z� . 4 ;: ��r� �������,Ya��,�ebb ,�YMAY6 , . � , : j ^ A3 31 BUILDING C EXTERIOR ELEVATIONS ,. , . ,4 , ��� - �� � . .. . :SMM1YVhFAJENGS,�,Mv.�rxiec 4 , � � S . i� t 1 �. . . . .. T•I;5�3587-3550 itx�316-584948l� � �.�t .,.: S.�aataga SPr3oS�s.Nex'F'Ark i Z7TbS R4a'fH Mt?fi7 GYv � . .• . , ,� ,�....=v ,. �,,.�.,�..� % g � � , � �-� T�� 5,� �g��SSti �a�i:�$��r�a �a���.,�� A3.41 BUILDING D EXTERIOR ELEVATIONS � b� . � � 4� �or�c�a�tae�is�N 0.1 ECT �T�e��°E��,� ' ,3. CITY OF SARATOGA SPRI NGS STANDARD NOTES � � [n ihe matker of ihe application#2t119F3t�7 � � fNTH€rurrEnoF�treaeruc.r,morv#2Q204274 . .- � �` hEt�n Ori�re Apaeerne,nFs � ��� I.v��Fl;:scnv[ ��; ........__.__.._............__...._......_....__..._...._.._.._. .__.._._..... ..__............_._............._...._... ....._.___.............._._......______.........._.........._._........... ..............__ .._.......... ���� ��� � � T,at � ������.���, t�#Tais�l:an� � 14?nrrLnn� ... _......_............._........ .__..........__.. ......._.._..._ .__...._...._.._..__......_.._.........___..........._..................___._.........__.._..___.___._. � ` SAqATQC�45PRItiGS�NY[2846 �'� ". �afi1IA�3.j3)t'i�C�}5,{!°�' (��fi� � Imdviny Yhe.p'emisas with[au parcel n0.c 165 2 7.I b5 2 fi.I b5.2#12 In tha C.hy of Sicat�a 5prings.an an IR1tUlYi119 IhE prCTTTI5e5 W1#h td5t p�7ce�#i 6�.-2-7. I&h.-.�.6.165..-�"-4.!2.'trI ihe City 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. �•��� ' �vvicaao�,tor new connr�cc,on of 202 arf«�ab1e noucmgu.a�c�n I2 b,�a;r�s and ass«iaceds�w wwkan the af Sarat+a9a SDrfngs,on an�pplication#ar a special vse permtt:far a tot.a!uf 2{32 Tra�er_t-4 Ur6an Ne�ghbonc��ad�istrir_t. �,�°`d��'�''�°�'���";t�,"��°s°�Sq`��.°�"`Q Usg a"��`4°°����.`�s'��"`��` 2, THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. ` • � . . in�aca'dance vdch b M1IYCRR Part 6I7,tihe Pianrir�g 0oard ciassii'ixd chG actiari as a Typ�t Acilon,lvr9,attin��s CECt�dtipttdi faC[liiy(cluhMqtt52l Within t.hE Trdtti5Cet-4 Ut'f3dt#Neighbc4rhoGd 4�-41 • Lend A�rcY..iswed a Neg�tire SEQRA Declar.�ion on 1un8 20�2a 19. DIS#flGt.: .�,m�W����;«ab;�cs,����w��,n=5��,��,��=���t��,����=,�^�xe� 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND � I�w,arc�cie 7:z"Si�Pia���Re�ew•;cne riM,n;+�aaard�ss.�es the foiww�ng dec�san on.4�guu t3,2a2�r tP�� sn accardance with S�7Y�.Rit Pars 61 7.th�Fla�ning 8r�a�rd e#asxifies#h�s artiti�n as"�y�se # T•o��faX��T�.To���o.Hott�,F��=,,8�„���b�S.M�,a.,�s;.: APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL I,asstjmed Sead ag�ncy status and issuaai a Negai.we S�t2RA Det.iararian r�r�Juae 2t�. f � Y � Due to rhe�.rime sensir'rhty(or su6measWn for Stase�iundiRG ior�CNs affartlable housiry�;:projea th�v�i.11 provlde 2�1�J. � � � �. .� signNkarK p�iWk beneff��co xhe cevmiunity d�e Ba��d aPPrrnres-dre site piam se�d�ed i'1ay 8.2E}20-with slie PLAN. � �� falbwing:cwditions: _ Naviag�r�per{Y ttc3ticed and cr�nducted a pubiic hearirtq an APr(i t 8 and 1�n�2D,as .. �. Re.new and spprova��ny cne Cnair oc�,y avncrrevisianc co tnt s;�e ptan sec upan rbxl rrnewby:eYu ��.� '' �. ,�; ',�; � ; •,��' reqU�.ired,on tht pro�lose.d u�st3; � ' ' 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. . � � + #' Crty's d�vign:�tedengnn�(O.E:)arrd tlx:dc�rtnx:rrts�d Put�kc YVirrks mid Publit 3a(tKy(OPNY;�PSJ, .q, '� � d � �.. ,°, ��i � ��h��r�,���5��mM���,���s�,������n���amW�����m�•Bo�� ' " �. 4 . ' ���'`�� °. �� A DESIGNATED REPRESENTATIVE �F THE APPLICANT OR THE DESIGN PROFESSIONAL ARE I • • • �w��,� ��, a�,�.�,�F������,����n�f th��p��rc��;��,n�$�u��ir�c;������,��,���gea��,r���a Aq CONSTRUCTION INSPECTIONS BY 1 � 2: Avermamm�tchYx�lbarnerandai�e"e�fiencv�eh�c�eaccessardy �t�e , rs 1 # ; s rc nrlin ro �rtie�and PER. P, , ;� ',, � � ,� • ���r�F=�,Tmt��Sh��b�ta=he5�=�S�a��,�o�. "r "'� ����'��"�`="�p`°�°sP��s�{$'�'"�°`�'�� ���'�C4 � °� �° `' REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELO � .�T 3. Finsl pinns sY�f9lw prwitied tes the sasiafactian cd2he Gty's D E.DPW and�PS. I � � ' COttlFnUtliiy ChdfaGi�C; � ' V� . � . 4. Tlie&rerd fin+}s a wrc�er ci�se�exats(or.re�irmg a{�nrk'a otl�et rec:reatwrte4.ixakty an�i xe4f�'x hte ��` . � ,�+ �� 1 e prerof declication-ef rccrvs�ticxnal lands{a.the Z02 rrslderrclal unhs-r , � � '�[� 1 "- itedAu.4�Menf��n�wm �m��,��m�,�m.u��- e���- �, � �. :; ��� �:"��,:'��`�°ra�"`��'t����u`f�,���r55�``°�n'"�ne�c"�z°"'",�"r�'na"`�' 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO y.. .�I �� S. Sketch plan.a�2 Layout Plan)subrrx g �€ P °"�B � w j .[i� ', ' chapter 24Q,articte I.7 "Special tJs� Pert�nit the Planning Board issues the€�liewing � ! out at 56%for Build�3 along Tart Lane w�A be�r�orporated imo cfie ixial plan set. � ■ '� 6. s��„��e��m�,�,,,�m�,.���„da,,�ro�d�.����yAtt�� �����;��fl���„���{�,�ss���_c�-���faY�� �-����.���,��.��,s���,�����.�annx�<, CONSTRUCTION. � . . ..w ��� +� � J � � 7_ The CMe�wtll su6mron hehalf of:he Boartl s fermal raqiieat u>etoe Lommissiwier oi DPS io peihian . . . IU'fS�DOT(w a rtxlW.tiGn in[he cpecd liniit frrnn#5 rrtµh�o�0 rni}�h:�vng I'M Wauln 9(Qiur��SL:;' HOrtott.�(ssY'th}: �� * � � � � . � � . . . . r fmm Wesc Ave�:�ro L�m Gmvi+arni alsn coMiderntinn fix biks/{fnclexcr�tt�commodaxiol�s�ih�thls + �,�. TnB����s����u��Up����aFemB�toi�,��tt;��$,,,���e�he��, �.a��f��������,��r��,Q�Y�����d������: 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK ■ s ti • M • 1 � . a� . . � � � � � . � � �.,,� � �{�y�=����r����t��n����a����=�4N THAT THE FIRE DEPARTMENT DESIGNATES. F.ic i.dl. Pase t nE: 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN � � � /� • THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. Pro ect Locatlon 1Vla . SCALE: N.T.S. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. . $. P.�Iir�nr�sh�tlPrnntmiir..To.�fnerv,N`hCQTA}gr.i�Fter2�fcexnmitmnnfdp[eA�1M�lat5�.242(I.xtasi�. • . . . .',�� � a���.,: "� . „n consi,uear<cocdM,acewid,shetnGr' w�ini»earnfdevefopdieltieesisa�cea s ,. i. Tatal of Zt32<tffordal3de heusin�d unitS cvnsistent wiih 9dYa Finrnes an "CDTA t a+P e s � ccm�binacfex,d servites:forMf�e�^ea as�thk pra�eet+mav+ms fofward:as w�^ll as th�potenrial-tarx� r ',., s � �� ��«i, f���:�..� �047ft?IUI��tY R@Yf�WA�t�@fCtC1'IiY3d�lOtt tU�!E CO�Si�CtICCBR�lYl fWp j}h�5�5. �,;���,At��p�t�e�,�p�. , ,, r 4 i r,, �. ��,���,,��n,��£n���„�tY���E�,��,,���, �,�����,�d,����,�,g�;����,�� 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAWED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR ,�, '�� ��' '�'' � �� 9. N����,����«����,mLm 30-;�����to�de�rfo���A��s�6u����� � �` � '' �,��,r„�„,���,��_��.���;5��3g�,,��t,��a�� �� ,��,��;��;a,r�L����;���, DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. m�P9bAltrany SchenecrarQ�r Troy Mea'opo$tats Staaskicel lv ea Median Ho�.rseho!d hxorne(AMij. I 0.R�osReccne rottters to he Prov�ded intw�mxfon on how M paencipace in NYSERC?A Solar.for.ftH fdCili CY 1ClUbhQ�3��). s � prugiam_ � � �. �t°���ea�iu1���t��°���°�5����t��'"���Se ' �'�"���a°'S`°�f'"�``��� 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY T Preared B . Archltecture . ���n�$i��������u���- p �T �. .rne���,�;ni�� ,1����is tp���Q�S�U���a;��nas���#�����Q,�t�. CONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS. R D L Arch i te cts Thc apyliwnc is requKc�te. t. �,�����,�a��h���,,,�t�a„pu�,�,,��t,;��,,E„�r�o�,��,�,�, 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE 16102 Cha rin Boulevard �•2•�Sof=heCityafSaracrryaSp�ZonmgOrd�rqFlce.Thismust�cwpnar[ufinsls�acurehyche ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS-BUILT" DRAWING HAS BEEN g P��,,.,,g�,�,a� n��e: tfi;5���r�,V����,����x�«������n��►n�,���������r���x���k�$s��, APPROVED PLANS; h � � 2. S4abmk a�fee m lieu afrerreadanal lands ai�2,Od0 for exh�ew ratidencial ur�s per fcrticte T.2.1$�of the Eity. TI I LA Shaker Hei hts Ohio 44120 ���`��"�_°'�°�"a"°°TM15"'�C°�"�.`���,"g"r`ur���"�'"'`���`'�A��. `�"`'�"��5"a��e���`�"'�"��"`"''�"��������'��'���'"` PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. e g _ ' 3. S�dxnit�an(I f irr�Ly��:�id 1wv(2)��aper cap�es�(�hc fima{a}�rwod siia plam fa�Agna�urr by thc Fl�nni� Bavd CFinarwicha�ti¢Ateen t18)mornhs o(app�'ovd u pe�'Artlde 7.2.12 ot cMd Zon9ng Qrdhiance. "- ������N .��� � P I a n n i n B o a rd # 2 0 2 00 2 7 � ��►�:a.:���s _.__ '�`'� � GROUP � A 11 c ant• Nwc:this approva{�A e�cp�re widJn�(htaen t l$)����Th�s�aaiure oK fir�l�ans if d�e appYrcanc i,as nor Qaie reeeiued by Acco�nts Cha�r �' scm�caif-settd car�nictioa ss per#�rstcle 7.3.14 of ihe ZoMng.Oed�nanae: /� � , . . pp cc: 8�tlding t3ept�,Pubfi�Works,Pu�ific Safety,a�Cesu�#3 I�eWt., � ���`� `� . 0poroval ,a.�/, �.�"• , Landscape Archrtecture �Engineering P.C. • ���.�''rr��,/�s -, ��n�gc��tr,ag��,c,���� b PP he ePlann nr Boa d ty the re�ol aUdo�pted � 8 � peop�. purpose. P�e. NRP Holdings, LLC S�n�n�:��.�a� - .�.� , 1 [?at�reeelvedbyRccount:Dapt. C�hdr ' � y g 94 Sp ng �;� y� � ��� �, �r i' 40 ' d P 518/587-8100 40 Long Alley 1228 Euclid Avenue, �7u�te � � �����,ati�,�wY,��,A��f��:kr.�,�=��,,�,A,�,:.,nr:,�,�,r.F�,,. ��; �;' , ' � `s �, , � � � , f� , . .�. ,. ���� Sarato a S rin s �� � '+i ��� ' �� � ' ' �� �� Chairperson � F 518/587-0180 g p 9 • ' ' „ , ° ': � www.thela rou .com New York 12866 Cleveland, Ohio 44115 �� d 9 P � Date Signed g �� ����' ,� --__ _ ___ ____ _-- _ , _ ....�.��T,a� r.., ,,� , ..�,. � __ _ , _ _ __ .__ _ . , , - � � , � � � � � �� � � � �� `� � � � a ��� es .� ,�, _ NOTES: UTILITIES NOTE: V DESCR/PTION � � L SURVEY SHOWN WAS PREPARED FROM A JANUARY I5,2013 AND 1. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE • NOVEMBER 2l,2019 FIELD SURVEY. GROUND STRUCTURES AND RECORD DRAWINGS PROV[DED TO THE SURVEYOR.LOCATIONS ZONING INFORMATION(FROM CITY OF SARATOGA SPRINGS ZONING ORDINANCE): 4a � �i � ~ � � J OF UNDERGROLJND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. Beginning at o point on the southwester/y boundary line of Toit Lane at its point of ,, �` .,; ZONING DISTRICT -T-4 URBAN NEIGHBORHOOD �� �,. ; ' � � W � (� 2. SURVEY SHOWN IS SUBJECT TO ANY SUBSURFACE CONDITIONS ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED.NO EXCAVATIONS WERE intersection with the division line between /onds on the west now or former/y of Donie/ LeCours ond Amonda L. LeCours „' � ' � •� THAT MAY EXIST,IF ANY. MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. and /onds on the eost now or formerly of Denton Rood, LLC,• thence proceeding a/ong soid southwester/y boundary line ; � °, G � �" �t`4 t� BUILD-TO DISTANCE FROM FRONT LOT LINE 12'TO 18' /� ! � � \ .. � INTERESTED PARTIES SHOULD INVESTIGATE THE EXISTENCE OF UTILITIES,IF ANY,AND VERIFY. the fol%wing three (3) courses and distancex ,� � , s`�'. ` . F z., ,, SIDE SETBACK-12'AVERAGE(PRINCIPAL BLDG.)6'MINIMUM EACH SIDE(BACK BLDG.) ,/ �y ' N Q Q 3. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO A SURVEY MAP NO LIABILITY IS ASSUMED BY THE LINDERSIGNED FOR ANY LOSS THAT MAY BE ASSOCIATED 1. S 6T 02� 20" E, 217.83 feef to a point, REAR SETBACK -24'MINIMUM(PRINCIPAL BLDG.)5'MINIMUM(OUT BLDG.) � ""�� � �L � BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF WITH THE EXISTENCE OF BURIED UTILITIES OR BURIED PIPELINES ON THE PREMISES. 2. Along a curve to the right having a Radius of 50.00 feet, arc /ength of 66.42 feet, with a chord of S 28' 58� � SECTION 7209,SUBDNISION 2,OF THE NEW YORK STATE 59' E, 61.64 feet to a point of reverse curve, and i �'^ � � EDUCATION LAW. 3. A/ong a curve to the /eft having o Rodius of 75.00 feet, arc /ength of 97.28 feet, with a chord of S 28' 05' YAP Rs�'• � * i V J O Ll- 4. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH 07" E, 90.60 feet to a point of intersection with the division line between /onds on the east now or formerly of � AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL,AND Chrisfian E. Mathiesen ond Kathryn Corey Mothiesen and /onds on the west now or former/y of Denton Road, LLC,• '� y � � a r� O SIGNATURE IN RED,SHALL BE CONSIDERED TO BE TRUE AND VALID fhence in southerly ond easter/y directions along said division line the fol%wing two (2) courses ond distances: �\ , � � �� J � � � COPIES. 1. S 19' 35' 00" W, 303.58 feet to a point, and °�/w ' ■ ' � S I T E r �� � � Z 2. S 70' 25' 00" E, 383.76 feet to a point in the division line between /ands on the east now or former/y of ��ST�NGp \ unuTv � � � +"��� � � 5. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING De/awore ond Hudson Roilroad Corporotion and /ands on the west TOgq q RMANFNT � P� w� �.�►,,,"`-.• ' � � } I�y RAtp NO RlG 0 *1 ,. + '� i � CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW now or former/y of Denton Rood, LLC,� thence southe�/y S 21' 40� 48� W o%ng soid division STIQUM� Gq�0�SEMENTHt pp w ��w O U � YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. lrne, 588.03 feet to o point in the division line between /ands on the south now or former/y of Pollette Stone NTNp NTY�,y A1' o ARFq I�N� Corporotion and /ands on the north now or former/y of Denton Road, LLC,• thence westerly N 82' 42' 08" W along said \�334q p$?��M pR�� �'R'F' M� unurr N�T v�S�N N�F�F �w•' +� M � � � W 6. DECLARATION IS MADE TO THE ORIGINAL PURCHASER OF THE division line ond o/so a/ong the no�therly boundary line of /onds now or forme�/y of James J �ronde, 605.70 feet to a OZ62� Pq� M��8,p ���ROq , � � Z Z � SURVEY.IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR point in the division line between lands on the west now or former/y of Christopher J. Soss and /onds on the eost � �,�, 0-1-35� D CQF2P � � � � SUBSEQUENTOWNERS. now or former/y of Denton Rood LLC• thence northerly N 06' S6' 25" E a/ong soid division line and olso a/ong the �1 ��?qT� � � � �� Q Q- � easter/y boundory line of /ands now or foimerly of Sarotoga Affordab/e Housing Group, INC., 999.83 feet to o point in W �� � � °/Hjg. �N �� � r �R J W � � 7. CERTIFICATIONS INDICATED OR IMPLIED HERE-ON SIGNIFY THAT the division line between the aforementioned lands on the north now o� former/y of Daniel LeCours and Amanda L. `� unuTr � , y THIS SURVEY WAS PREPARED IN ACCORDANCE W[TH THE EXISTING LeCours ond /onds on the south now or former/y of Denton Rood, LLC,• thence in easter/y and norther/y direcfions W� pa.E � sr+ � s //� Q Q Q CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW o%ng the /ast mentioned division line the fo/lowing two (2� courses and distonces: I �.. , ,! � ��� C� �' YORK STATE ASSOCTATION OF PROFESSIONAL LAND SURVEYORS. 1. S 83' 10' 00" E, 150.00 feet to o point, ond ; } � !� , I \ FX�ST�N�pFR � oM�, • ! • � ■ �, � � � � � SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON OR 2 N 06' 50' 00" E, 129.23 feet to the oint of be innin �; ' , , I T�S MANF ~ 3 • � PERSONS FOR WHOM THIS SURVEY WAS PREPARED,AND ON HIS OR P 9 g � ° � i ';� i � ? r� a r;. � A. llySrRRATpGq C�R/GHT�F � •��i� �n � s Q THE[R BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY �" MENT �N1Y K'AV unuTr � • ■ Z � AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES � ``,� � ` Y SEEq�T�.2pp�038ATFRqUTO�SEM pq� S 2225��� *` + O Q ,, ,. < < � OF THE LENDING INST[TUTION. CERTIFICATiONS ARE NOT Containing 601,709t S.F. or 13.813f ac�es of /and, more or less. � ��\A/SUR�F�19�g Z��O OR��, ENT S 2'04 , ,w ,NAP S I TE MAP \ � LL TRANSFERABLE TO ADDITiONAL INSTITUTIONS OR SUBSEQUENT � � r ��TF#3 3p3�8 ,;:,, �048 w RE'F, 2 unurv OWNERS. � ; ... ....... ..... ..... �.._ .._.._. ........ _.._ _..._. ...._. ...._.. �... _.. 1!`y �'- �" �.��P ,�,� � 588�3 P� `— Q --- .... � (NOT TO SCALE) � O 8. NO SEARCH OF PUBLIC RECORD WAS MADE IN CONNECTION WITH / __. EASEMENTS OR RESTRICTIONS THAT MAY NOT HAVE BEEN � ;,.` CONTAINED IN COMMITMENT FOR TITLE INSURANCE(TITLE NO. � \ o�� � � 2013-3024EC)1SSUED BY CHICAGO TITLE INSURANCE COMPANY ON � W,v. \ pq� Q U DECEMBER 22,2021. � ` ` � . ;,:>, . >M 9. SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION X I ! , � � � BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA},ON FLOOD[NSURANCE RATE , , `� c, , � \ MAP NO.36091C0429 E,WITH A DATE OF IDENTIFICATiON OF AUGUST 16,1995,FOR COMMUNITY � / PANEL NO.0429,AND FLOOD INSURANCE RATE MAP NO.36091C0433 E,WITH A DATE OF ; � , ; w � ;�, . . G! \ . . IDENTIFICATION OF AUGUST 16,1995,FOR COMMUNITY PANEL NO.0433,IN SARATOGA � � � � �` � " ` \ _ _ , , ��ST/ ��. ,.. . , � , , 4�> , �;:. �� � , � c'� , � �. \ . COUNTY,STATE OF NEW YORK,WHICH 1S THE CURRENT FLOOD INSURANCE RATE MAP FOR • � -' G RERMA/y T \ , _., ; � . ly , , _._.. _, . ,_�y THE COMMLINITY IN WHICH SAID PREMISES IS SITUATED. ' , \ \ . M T�S ��.a N �E . � � � ` , '� � . � �Nsi'Ru rocq c sEM ��MT oF � M l� I �� _. � A � MENTN �VN�. ENT Wq 10. THE PROPERTY HAS DIRECT PHYSICAL ACCESS TO TAIT LANE,A DEDICATED PUBLIC STREET �'�' '�/ LANDS N/F OF �'- M / ' ' \ � ` `t I �2pp�0 wATER � OR HIGHWAY. � � 4� ,. __. .� � , \� � . , I I.R.F. 3�4p$2��?g��l' CHRISTIAN E. MATHIESEN AND M I � ,, 2s3 ' ! ;: �� � : , � . I t. THE TOTAL NUMBER OF STRIPED PARKING SPACES REQUIRED BY LOCAL ZONING ORDINANCE � ' ' ' KATHRYN COREY MATHIESEN a � t / t�l , I IS UNKNOWN AT THIS TIME,INCLUDING AN UNKNOWN AMOUNT DESIGNATED AS HANDICAPPED � INSTRUMENT NO.2015035783 W W �I ' �., � � �\ SPACES.THE NUMBER OF ACTUAL PARKING SPACES LOCATED ON THE SUBJECT PROPERTY IS ZERO, � , � , ' �`� TM 165.0-2-4.11 r \ \ , ; ', i , � � ;. ., ' j•'` t ; r C.I.R.F. ' � ;� f � Q , __ - ° }x <' f � � INCLUDING ZERO DESIGNATED AS HANDICAPPED SPACES. ' � , � �: : . raeMeu �. ��,. � .,. , � - -- � � a �I . . , ..:: z� � ; ; _ s._.: ; � , � ' , - .. .. ... ,, , 16 TAIT LANE � 12. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN CHICAGO � C�j �� ' I LANDS N/F OF � J ; ; , �;;` '� I � O �I __ � , PCO ETTE STONE �j1 '�"' . , , TITLE INSURANCE COMPANY COMMITMENT NO.2013-3024EC WITH AN EFFECTIVE DATE OF I : ,ti V . �R DECEMBER 22,2021 AND THAT ALL EASEMENT,COVENANTS AND RESTRICTIONS REFERENCED �° PERMANENT EASEMENT � ^ N � I RPORATION O Z r� IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE SITE OR � (' Boac see, PAGE 272 C� I � . \` '�' I BOOK 718, PAGE 483 jJ •� W¢� O T H E R W I S E K N O W N T O H A V E B E E N P L O T T E D HEREON OR OTHERWISE NOTED AS TO THEIR ' � (MAP REF. No.2) 2 sTv \. - I ` TM 165.00-2-23.1 O EFFECT ON THE SUBJECT PROPERTY, ' � / S E E A L 7 A S U R V E Y N 5 7 E/t �y�p :' � I � C Z;� i . r: � \� - WY� � H HOUSE , ^ 13. THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND CORRECTLY SHOWS THE �+N�i � ` I NYS RT 29 REAR v I� Z?� . 1 L O C A T I O N O F A L L B U I L D IN G S,S T R U C T U R E S A N D O T H E R I M P R O V E M E N T S S I T U A T E D O N THE I / � I � �z o ABOVE PREMISES;THERE ARE NO VISIBLE ENCROACHMENTS ON THE SUBJECT PROPERTY OR � ` ( ;� � APPROXIMAh House aEv�n . UPON ADJACENT LAND ABUTTING SAID PROPERTY EXCEPT AS SHOWN HERE ON AND WAS , r ;` ;' ; ;,' r BASEMENT HE3GH 8 7.35 � - oN / ` � ._.. ...._. - , , . � , , :� � .,.:: , .. . _ -�..- FFE ELEV. BASEMENT=319.50 ' � ' .."_ �� a q� ' ' � . � • \ . W� . .� . . , � � . .._ `• . MADE IN ACCORDANCE WITH LAWS AND/OR MINIMUM STANDARDS OF THE STATE OF '' � .�E. ' � . _ _,. ,, , d� ;' - ;. , . . , 2-C.I.R.F. . . . : . .? `��; . , ��� . �� Z�" NEW YORK. / wt �M�r1 I � . V � Q� ; ; . ' . r :� � � � -_ T ' ._ . ' , - , . . ' . ; . ,. . -� :� 0.11 APM � : � : .,. ,�� � r � ;� ., . , , . . . . . � � ` � ��� 2 ,., , ; . oW� ,, �, � m ALTA SURVEY NOTES: ; � ; ` ;; � o �� S z;� S 1 _' _... , 9 '_ ; � � . .... , 1 , , _. ; � - ; . ,. . ; . ,, ,; , — 3 R. ,�-. , ; � . c� , ,-. � '^-, 5 ` ' , _ � ,., . _ _;- . . . . . . �� f' i, . \ I . . ` , . i 0 � �. . I . . � ... . . � . , ' , a l. SCHEDULE B EXCEPTION NO.3,SETBACKS,NOTES AND STATE OF FACTS ON SUBDNISION , + ;, ` ? � �2_�� _ �'Y � ,�' ^ ``ti � MAP ENTiTLED,°SUBDIVISION OF LANDS OF KENNETH AND CHRISTINE SCOTT",FILED ON ;? ,- ; ; ,' ' !� , �� :�, �. '���7B,�q� ""� .S8' •YW ' . U � � � FFE TS SURVEYED ;; ,; � � eo Hld(ORY , .-. .. - _..., �� � . . � O ' 'til `. .�._. .. �, , I NOVEMBER 19,1993 IN MAP DRAWER S-390(MAP REFERENCE N0.2),A C ' ` " � � r, , � s , � .. , - , � -� ,,. ,: ;:, ,. � _. � ,. ,, • t.� ,; �, , ___ ' . ; -- .. . ___ , � .'• � ' __. ,... ; , ;: ; : / . . � �� � � < ._ � � PROPERTY AND IS SHOWN ON THE MAP. � / .� , , , ; ; ; ; �; ; ;��, „� � .. . � � ._ . . . ' .'. - ._._. . . ' ' -' ,. .,._ ,. „ --., .,;� 4 PAGE 184 r ;; , ^-.� ,, : . ....._ ' �: � 1, I ;a � � � i� ' � I,. 2. SCHEDULE B EXCEPTION NO.6,UTILITY EASEMENT CONTAINED IN LIBER 8 8 , , �N� � /// � = "'� ;,,.,, IS AN APPROXIMATE NIAGARA MOHAWK POWER CORP.EASEMENT OF UNKNOWN i ` � : ' " ` �g - -` - � ` - � < , G7yr .� � - �i ; ; � . �. __ / , � �.� N MAP. , ;; ; • '' � i � �.. _ , WIDTH AND IS AS SHOWN O i ;, ; . `r r ;' S" � ��/, . '�� ,. , � R 75 00' � WOODED' � �K � .i✓ : . .: r: ,;, ; � ,•' f � -- � � .. . � � ; : . �r� ,., . ; / - , ' .� �, . ,. � I li , „ ,...; ,: ; � � 97.2$ ''�pt ; . . ,. . , �; � I _.. ..- ;, ! ; ; , :,,� .: , � ,.__ ;;: , � . � W � ___ . / i .. 3. SCHEDULE B EXCEPTION NO.9,PERMANENT RIGHT-OF-WAY AND EASEMENT TO THE � ;:- ; ; .. ,; � ' �g� o � n ' � -1 � LANDS N/F OF , , " �,�y ; `'CO� � COUNTY OF SARATOGA CONTAINED IN INSTRUMENT NO.2007030318 WHICH WAS ASSIGNED ;;' , i' . ' ;' ,� �- : �/ S ZS O�J O7 E ; ; : � >�, .�,, ! .. o :.� , � I , , � � .. _ DENTON ROAD,LLC �., °� a �'- TO THE SARATOGA COUNTY WATER AUTHORITY IN INSTRUMENT NO.2007038191 '� e ` BOOK�73 AGE 747 � / C=90 60 , ,� � . AFFECTS SURVEYED PROPERTY AND IS AS SHOWN ON MAP. _ --- �'' ; , ; ; ; d� , // , ; ° , _ , _ � ' ' R-SO.00 __. �:;��� ; -- INSTRUMENT NO.2015028547 ,' I � N �� � , \ > ; ; , _ __ ' � ; ; ; , „ ... _. _ �3 , . ;., ,; r �:�' _ � .. _.. _ ,a` I� � : 4. SCHEDULE B EXCEP'I ION NO.25,UTILITY EASEMENT CONTAINED IN INSTRUMENT NO.2012005988 : ; ,,-::. : ,;; L-66.4Z � TM 165.0-Z JO � , , ; ,;. ;. , ; ;' • ,.. , ` _ �, , ; , __.,, � �`\\����. . , TO NIAGARA MOHAWK POWER CORPORATION,EASEMENT IS SHOWN AS APPROXIMATE AND AFFECTS ;; ,, , ,; ; , ; ; ; ; ;.�/ �, < �., �� ''•� ' `" \ \ \ �� I`zg (��J,a�' W : . ; .. :; ; . , r, � ,. o � n ... .. . _ __ ........ . ��, \ � �- I� Q' THE PROPOSED INGRESS/EGRESS EASEMENT FROM ALLEN DR1VE. ' ' '` \ � - NE • 14 TAIT LA •:, S 28 58 59 E �r;� ; : ; �,� ., j �; . _.. �.�� �� _ � �. ... , • �,. ` � N ao a :: , ; ; , �i ; _ r : ;. i. ,. ; :: :>� � -61.64 ,, —:�. •. _ _ , I N 5. SCHEDULE B EXCEPTION NO.29,UTILITY EASEMENT CONTAINED IN LIBER 1267 PAGE 416,IS AN ; ,; , , ��r � / ,.;;� . � i � ; � � .�� � � � �`� �' /.�' � . . � � .._ � t'�� /.�� ` J J J � : i t ..� , . ';;; ' ;''.' .,� ; `� : .� � . .',... , . \ _.. '. �•1.1� ' ._._ - Y RK TELEPHONE COMPANY EASEMENT AND IS AS SHOWN ON MAP ALONG THE. ` ' APPROXIMATENEW O ; '..<•. , �:; ; ;, a; , � � ; 3 'I Z Z � p � 0 � . , ; ;, ; ; i ; ,-` = t F m -� � -� , :. ,: : � . � ; , I AREA 601,709 S. . � WESTERLY BOUNDARY. � . ? ° ., „ � � ; ' . � ` � $ �� ... .. � ., . . � . � ; - '� , �:. , : ; , , ; � --... �, , . . , . : , � � ' , . ,,, ,, ,•: . ; -.. •. • _ ;' � � z . , - , � ; . � . � : � . � . OR 13.813t AC. �� ., � , . , . . , , , � � , , \ � ,: t,: , . , , \ I ._., N .. / . . . ; � : , ,;, -. � ._ . \ � � �. . , BfDG. N N N ;�t�'', ' ,; ; � �� ; � O I �DPo AY : �\ , '� . - _... ..\ , � �.T� � ��r . �I � N �- I� OD � ... ; / , ; ... � r ., �� i / _. N N , ... � ,- . : .; . : ��.� , y � ,. � . __. _ . : .� , . � .. '��Y N O O � � ',S ' 9ENCkIfNA�4K �� : ;, � � � _ . � � ... .... _... ._ .. .�i:. - ._. . : -_.;� y� �� ' Q � � � � : , � . . .� ..� .. : :� � I / � � . :, r . . ,;, . _:' ., i ! , .. r :'�--. : \ ' .., ,� ... � . � M , . „ � . .. . SPNCE:IN.WN. �. � �. . : ."� � i .... / ' . / ,� , __- , . '� . ' ,. ' � E4,EV F32�3 �� • # 2� ' .. . _ ... , ...- --�-� ,.. . - _. ...... .... � ' �\\� \\ �$ �� � O O . ; ; ` .a �� � �� � � , , � ='M . , , \ U � t�F / - . ; /y� � � , . , r; �: , r � � �' r , .._. ,, .�. � � ?. '� ,: � .. . : [ ' \ . ' �; , , ;i':., ., ' t`L (� .' : ,... _,.. 2;�... ... � . .� � t G ~ _ _ _ '_- `J _... i . �+ i ' ` ; ' ! � Q . i� .. .. � �a � `\� t � i ri� �;�a '^'/ �I /� \: �_. ,�";� �` �� �' LANDS N/F OF o � Z W N ��� � � '� � �.r"/ �/ , � � � O � .5 i � � ' JAMES J.GRANDE cn --►� , , = e� �� B 32 ~ � N w N , � • ;� �.a� �� ^� ` � f �. - OOK 1322, PAGE 7 o W _ � ., _ , ; ; ' � , e � _ .__� , Z W / ; ,,, ; , , . ; . ... . � ..,_ ... , �u: . .�� , TM 165.00-2-80 � ' : � ;;, � � ,� � �� W � �, �::. w � a x MAP REFERENCE: - `a � ; ; � :' �i i �..Qy � �� � _ . N .. ,����,�: . , ... � � � � � Q F- W p p, w tn / N ,..:�; � ... �� ; r. ;' , � ; i.. ; ;; Q ;�c �/ �' . , - w � Q � ,6 ,� , , � , _ ; . ::: , : � RT : � . ,,. , �4i . .._ • � � J \ , . i ... ....� - � . $N XV �/ �� : � C 34 STORAGE LANE V' � ¢ g z � 1. MAP ENTITLED"MAP OF SURVEY LANDS OF 14 TAfT LANE,LLC", �� ; ;' �. k��r y� • _ , _ _ � P RED BY CREIGHTON MANNING ENGINEERING L L P D A T E D ' ` � ` . PRE A , , ; ! , ,.,� ; � 'N �� � ; I . W W a ,: ; ,, ; :• ' �` I- /-�- ,,. , � oo /� � � � � , , , � , � ,; _.�� � ; ; , ` m JANUARY I8,2013. w : � ^ .. . , �• \. � w W O O = a � ,, ,: � � � � Z z � • �� , .,: .; ,_ . ; q R� �; .. . . • 2. MAP ENTITLED"SUBDIVISION OF LANDS OF KENNETH �. �� Q � � , -- AND CHRISTINE SCOTT"PREPARED BY PAUL F.TOMMELL, � J / / � � ` \`� ���` \ t LL O a a Q a ��, �p � � � � � � � � w w w Q Q z � L.S.,P.C.,DATED JANUARY 27,1993 AND RECORDED IN � � � ' ' THE SARATOGA COUNTY CLERK'S OFFICE ON NOVEMBER � � � , � f Z � w W Q ; �� ' �� a w a Q o � l9,1993,AS MAP S-390. M;�K� t � '-,;,' P.O.B. • \. .. � ,?s'' �� I � O a n�. O �.. � � 3.MAP ENTITLED"TOPOGRAPHIC MAP PREPARED FOR ' ' � i '� ' / 1 _ ENqiMARK: . BUILDWG _ ;� � Z � � (� ; . , � j � 2 FEET SI SETBAqC �� B ' NE t ' ; '• ' � : ' C.I.R.. /— — — — — 1 , _. . �ELEV�322 B PI . ,� j . \ \� __ - : _. \ WILLIAM J.MCNEARY"P R E P A R E D B Y D A V I D F.B A R R A S S ` ' _ . 9 - �- : � --- _._ � ,. � . ., ,� , TOMMELL . ., . . : , . , . . ._. .. ,.. . , Z . . �.� „ . : . _'_- . � \�' � . : , . . -_ ., - ��, - - � ---------- .. ._.... , I` LAND SURVEYOR,DATED SEPTEMBER 7,2004. } ; .s>,�� �:' ' ,' >, r, - �- --- , <,,= �;;_ , �� eRUSH T M� ` � lA t0 ., , :;.. ,. , , , .. .,.._ I � �" ! � ; , :�,•" ..— , �� � � �.. .;; , ,., .... � ` ' ; ,,, , _. � ::: � � N M d� � ' �� . ,' : ;: RNL. � : � _, � . .. 4.MAP ENTITLED"MAP OF WELLS GARDEN"PREPARED '. ; r ' ' ' � " J" ` ., - _ . < ,.. BY S.J.MOTT,C.E.,DATED APRIL 1927 AND RECORDED '.; ; ' � �� " " _ � � �� ��� 0 °50'00" E 129.23' � � � ,, , :- , "' rn m _. _.__ - IN THE SARATOGA COUNTY CLERKS OFFICE AS MAP ` � ;' � . � :' , '� '> ; .•;. I ' : "� N � � r , i . , � �` , __ . �{�. 1.: ,. � _. ._ `, � N , . . , ,. _._ . .,. .\ � ,, y� •<:, r;;. ,�: .s � , . : , .,, .. _ p . , . �� - , � , : � , � ,� _. _... . Z-212. � ; } ' ( , ,. , �. �ci.. ��. . . , � , ;' �. � �.4. ' _.. .. � ; . 2 I ••,• . , � I .- 0 � , , , ;; ' �; r _ - � � c- (� } .:_ � I . � , � ; __ � o r ,� ,, ,�;� _ , � __. _..,.- � � � - ` . f `_. . I N � ; , -, 5. MAP OF PERPETUAL EASEMENT FOR FRONTAGE ROAD, � � `� 0 � ;I, ,. . � � : -_.._ � _ , ..... •'' �' ,' , , , ;: '-� , ... ` ___ ,1 ; ;i''`,' , � � • ., r '�.%, �' 3�'� _. _ W P.S.C.CASE NO.66247&7027,MAP 73 R-1,PARCEL 89 ON y �� �� 2 /� LANDS N/F OF O �, , ,. � t ,� ; %'r r tu , • : I �. .. ..... . ' � . , , : : ...�� :�; �, , ...__ _..... . __ .-`. ` ' �, . . .,._ , • ..... _ , , : ..:.. . ,: .. , � � �� . .. . . . _ . .. . . � - ...... ...•s�,:;> _ _.. .._. . ^ ALLEN&ALICE JONES PREPARED BY THE ., � ,.,.. R AND � � � : �'�: ° � ' 't v� � [.n1•rDs oF , � <>.s .. DANIEL LECOU S ; � ..,_„ , � i. : . __,. , �, ,. . tu , ,; � ° : . � ��r , :_.� , . . . ,, �'' ' ' ' ; . �'; ; , ; O ..• LA ;� � . _ .. ._ ,., .,..__ _. r �. ,-_.. _„_ . , ,: . �', �.'� � NEW YORK STATE DEPARTMENT OF PUBLIC WORKS ; ! ,;, - � � . C ,;-, -.- .__ •_. . � . +,., > e . ... AMANDA L.LECOURS � i -� _ - �.,., ; ri ;�; ,4� . � � , �,. � . . . .. • ; ; p . __._. .. ; --� -<.�, -. . r � �� °R N u� , , � �.. �, , , ., s �; F[LF.D ON MAY 27,1958. � � � � _..... 1 2456 � I b� �--,. ; �: �, , �. ,. , . , , ,, . r. W�,��° �.j �� � INSTRUMENT NO.20 800 I " "' , .; . e, f, � . � � , � Z � ' /Qwb i I� ,' 6. MAP ENTITLED"ALLEN DRIVE APARTMENTS. ,'� ` � ' ti�Q 4� TM 165.0-2-3 w ; i - ��j � , .� � , � � � SUBDIVISION PLAT",PREPARED BY GARRY � �� � � � � '.,. � ,. Q4/2 W _. I W -� \ \ � � I l Z N : ., �. ; ; -: :, � � - I � "' � � , — O ++ ROBINSON,P.E.,DATED FEBRUARY l2,2009, �; �`� CI,� ;"; : � tu � ; 4 TAIT LANE O I I� '�, • - � � � - (0 RECORDED IN THE SARATOGA COUNTY CLERKS r �1�; , ; /� � ,` ,... � �. I I= , �� ` - , � AS MAP M ZOIOI SG. '' �'" _ �' ! '� � � ` , UNDERGROUND ` ` , C ;� ;��.5 i�� : �; �,:;' ti� . r `;I \ POSSIBLE LOCATION OF UNDERGROUND ' i��� : � TELEPHONE LINE LIBER 1267 PAGE 416 ���� � . . " ' fO , . _ ' ' � ` ''%r :� � ' � � � ( ��� ELECTRIC IINE NQT LOCATED IN FIELD � � ' � _I ly I ( � - (ALTA SURVEY NOTE NO.5) 7. MAP ENT[TLED"CONSOLIDATION MAP LANDS OF �`F ;` W �n\� M � MUST BE VERIFIEDj'�IBER B�B PAGE i&1 , k` '�' `��. . ' �` � O �' DENTON ROAD,LLC",PREPARED BY CREIGHTON � N 3 O CO � I ALTA SURVEV NOTE NO.2 � TEsr PiT :? � � I �� .,, �. EXISTING 60'WIDE EASEMENT Z �,J Z wp � � ` , 2 \ - 2.9' OVER z�' `'SEE MAP REF.3 FaR CONDITtONS > Y �jj MANNING ENGINEERING,LLP,DATED APRIL 5,2021, ';?� ,' ' ' •, � t .�_ _ ,._ \ CONDU�T � I > U � J W RECORDED IN THE SARATOUA COUNTY CLERKS �� `' ' _ o , I ___ _. . � _ � W ...� : � ; . .,`, . ,, J ,:'; �.. I. .._ . ._ .. . ,`�12 FEET SIDE�SETBAq( — — — — � � � Q _._ ._.. ..... .._... _. � .. � ' `�� ,� ASMAPM2021129. - - - - - - - - - - — - - � _.... _ , ' — _ �. , , ^:` \ - - - - - — - - - - - - - - - - - - - - - - - '".. � 12 FEET SIDE SETBAq( -- . ..�: � ._ . � PLL >. '•� � F.H NG �'� L_ —� � : . . . .. . . _ ' 4SA6K,�,� :: , ,, ' . ,, .�.,, , , I — — — — — — — — — — ; — — — — — — — — — — — i — — — — — — — - � $� rJ6�2.5 W - .� 3.5' COVER , N 15 � \� .� ^... . , BEdS'd'�44 s•OAK . ��� d (/� 0 ' 51-1A : BRUSH AREA : __.,, �_ .. - ... � � .. 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E � . �. � . �: �,..�� `l � ;��, , _` � ,� C5. � �... ; f EXISTING TRANSFORMER AND � 1 . A RE v � _ �,���� w �� : ; = _ . . � � 30 C S _.._. ��, � _ � � � � � ;,��� � UNDERGROUND ELECTRIC TO �� . ��� ��� � � �,' �,� �� \�� ; - - REMAIN, CONTRACTOR TO �� LEG E N D ��t�` � �� � � / / � � _PROTECT DURING CONSTRUCTION ��,Q ���'����Q��` , ' : ; _\� � ` � '�. PROTECTION NOTES: ` � � f� � \ �-� 1 � � - \`� PROPERTY LINE °fi���'`� �- , : SITE PREPARATION NOTES: � � � �r � / � N , � '• \�� - - - - . \ � . � �� �` � � �` ` � `� � ' "`� __ �t���.�`� �`��....._.�-'�'� �� ; �� 1. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE �� \� � / r F � c� �� ,. - � LIMIT OF WORK Project No.: 2018025.04 _ ' � ,. � \ , � � � ..... . DISTURBING ACTIVITIES. REFER TO THE SWPPP, PROJECT PLANS, NOTES AND LIMIT OF WORK DUE TO THEIR CONSTRUCTION OPERATIONS. \ \ � � `� ��' CONTRACTOR TO CONDUCT TEST ,:.-�� Design: BCS DETAILS. � \ > > � ' �� _ �,, EXISTING VEGETATION Drawn: BCS Ch'k'd: DBH :, m... : , ; . ' PIT TO CONFIRM DEPTH AND `: _. . .__...'' ._..._ .__ _ 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL `:, �� ��, � ___._, LOCATION OF ELECTRIC LINE. , , � �`\ Date: 5/8/202o Scale: 1"=50' 2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. ----- - �; >, �; -- REMOVE ASPHALT ---- •�: .;- � = ---:` - REPORT FINDINGS TO OWNERS ---- � � ` ° �-�"�`"` ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ' ' '` r, t~�� _......_ ......./ � 7 � '"" �` ' �._. REPRESENTATIVE ; "��� EXISTING VEGETATION TO BE REMOVED Rev: Description: Date: , , ,._. ASSOCIATED COSTS. \� : �.�.���.. �������m ` .. , _ `_: 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, �� � � , �' Comment Res onse 11/20/2020 � - `� , � .�.�,, - P i . DRUMS, DELINEATORS, SIGNS, FENCES,AND BARRICADES IN ACCORDANCE .,, „� .: :,; _ <;: REMOVALS NOTES. � � � _ _ __ . . _ , _�: _ _ _ _ ;�� _ _ ��5��oz� _ � . .� . WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT ' SAW CUT ASPHALT " 2 Review Comments '\.`..;' ��,,._,--��' �"' ��- ' � : ' ::::W_: . �..:;;:. .:::.... __.,.,.� ___ PAVEMENT REMOVAL 3 loo°�DD Submission 3/25/2021 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS,AND PROPERTY FROM �L _.. "`'�'""""___ . ,.'";""��` E� ^E : oE REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF DAMAGE. ___.�--, _........_ �__.... t-_ ,,,,� _ __.__ ___ .._. _. _.... __.... ...:. __ ._._..._ ____.__ __. _... .._.. _. .. 4 Permit Set 5/27J2021 OFF SITE.ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED `� :`� , --. . _.._. ...; g \�� TP-1 TEST PIT LOCATION 5 Permit Response 8/31/2021 OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, 4. BEFORE ANY CLEARING IS DONE,THE CONTRACTOR SHALL ARRANGE A � , /� � .' /� � {SEE GEOTECHNICAL REPORT FOR LOGS} 6 Addendum 5-Bid Set 1/31/2022 COUNTY, STATE, FEDERAL AND ANY OTHER APPUCABLE REGULATIONS. CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY \�� � > < � TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NOT CLEAR WITHOUT � � /� � � �� ' 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO �NCLUDE A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. � // � j �� SF SILT FENCE C5 01 BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS \ / D�awing Tit/e OTHERWISE NOTED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL ,� \\ ^ ^ // �� EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF D e m o I i t i o n a n d THE CONSTRUCTION PERIOD AND SHALL AT A MINIMUM, INSTALL TREE � � � � � � � 3. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, � �' '�` PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND \� � \ \/ `��= E ros i o n & S ed i m e nt GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF \\' \�`� � � � VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED ��� � ALL TREES, SHRUBS, STUMPS, SPECIFICATIONS.VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR \:` `� / � ' THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED,AND CONSTRUCTION �" �� �� , C o nt ro I P I a n DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. �i .,.� P I an n i n Boa rd # 20200270 , 4. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TR�E PROTEC�IQ�J Aonroval g �o FENCING FOR APPROVAL BY THE OWNER'S REPRESENTAT�VE PRIOR T0 ! ° ' ' '`` "`"'' '' :`� :�:'" �'�• �^+��P.� WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING �,f ' , ; , ;. '� r, ; , �',`� .� , ; i S � e y q D�awingNo. � '` : �: ,+ , 's;; ; � ,,.� t ,,'b� z, ; : •r ; ',.;;f '� ' ; ' Approved under authority of a resol �ic�pt d OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED INITIATION OF SITE WORK OPERATIONS. ��" � � `- �`�� ,, � ; , .�; ; BY THE OWNER'S REPRESENTATIVE. � , �Y '� � 1 ' � r �. a � , ', �� by the Planning Boar of t e i of Saratoga Spri s. 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, � ` �� � `�� ��� ap�� �" � "`��� , ,����" ° °,�, �� �� � THE EDGE OF THE EXISTING PAVEMENT SHAL� BE SAW CUT TO A CLEAN, � � � 50 0 10 20 30 40 50 Chairperson ��.�� SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. � !!� ZO Z-Z* Scale; 1"=50` Date Signed CONSTRUCTION SEQUENCING � � � � � � � � � � � � a � � � � � � � � � � � � � � � � � � � � � � � � � � � � 1. PRIOR TO CONSTRUCTION, SCHEDULE A PRE-CONSTRUCTION MEETING WITH BOTH THE CITY OF SARATOGA Parking Demand. � SPRINGS AND THE SARATOGA COUNTY SEWER DISTRICT#1. ' ' 2. DELINEATE RESOURCES TO PROTECT AND ESTABLISH METHOD OF SPOILS DISPOSAL(ON-SITE AND OFF). AREA/USE SIZE REQUIREMENT/ ZONING REQUIRED PROPOSEo Th e LA G RDU P ' i ' Landscape Architecture&Engineering P.C. 3. ESTABLISH STAGING AREA, CONSTRUCTION ENTRANCE,TOPSOIL STOCKPILE AND CONCRETE WASHOUT AREA. '� ' RESIDENTIAL 202 UNITS 1.5 SPACES/UNIT 3O3 - ' Peop�e.Purpose.PCaca. 4, CLEARING AND GRUBBING AS NECESSARY FOR THE INSTALLATION OF PERIMETER EROSION AND SEDIMENT OFFICE/COMMERCIAL 600 SF 1 SPACE/300 SF 2 - ' 40 Long Alley p: 518-587-8100 CONTROLS. TOTAL 305 329 � Saratoga Springs f 518-587-0180 ` ' I�lY 12866 www.thelagroup.com 5. CONSTRUCTION AND STABILIZATION OF PERIMETER CONTROLS. INSTALL INITIAL RUNOFF CONTROLS AND � STABILIZATION INCLUDING TEMPORARY SWALES AND STONE OUTLET SEDIMENT TRAP. ACCESSIBLE PARKING ACCESSIBLE UNITS REQUtREMENT REQUIRED PROPOSED ' Unauthorized alteration or addition to this 6. CLEAR AND GRUB REMAINDER OF SITE AND ROUGH GRADE. ' I �x �\ '\ ` document is a violation of Section 7209 of the BUILDING 1 2 1 ACCESSIBLE PER UNIT 2 2 New York State Education Law. 7. BEGIN ROADWAY GRADING AND UTILITY INSTALLATION. BUILDING 2 3 1 ACCESSIBLE PER UNIT 3 3 � � I BUILDING 3 3 1 ACCESSIBLE PER UNIT 3 3 ' \\ BUILDING 4 0 1 ACCESSIBLE PER UNIT 0 0 I � ' �the LA Group 2021 8. INSTALL PERMANENT STORMWATER MANAGEMENT PRACTICES. ' \ � BUILDING 5 0 1 ACCESSIBLE PER UNIT 0 1 9. BEGIN BUILDING CONSTRUCTION. BUILDING 6 0 1 ACCESSIBLE PER UNIT 0 1 �� ` ' Prepared for.• BUILDING 7 1 1 ACCESSIBLE PER UNIT 0 1 ' ` E IN PARKING LOT CONSTRUCTION. BUILDING 8 2 1 ACCESSIBLE PER UNIT 2 3 \ ` N RP Properties LLC 10. B G ' BUILDING 9 2 1 ACCESSIBLE PER UNIT 2 2 ' � � 11. PROTECT POST-CONSTRUCTION PRACTICE AREAS DURING CONSTRUCTION TO PRESERVE NATIVE SOIL BUILDING 10 2 1 ACCESSIBLE PER UNIT 2 2 \ 322 Woodbridge Avenue PERMEABILITY. BUILDING 11 2 1 ACCESSIBLE PER UNIT 2 2 ' Buffalo, NY 14214 BUILDING 12 3 1 ACCESSIBLE PER UNIT 3 4 ' � 12. CONDUCT SOIL RESTORATION OF ALL DISTURBED AREAS. ' � ' ACCESSIBLE PARKING SIZE REQUIREMENT/ ZONING REQUIRED PROPOSED / \ \� ' 13. FINAL FINE GRADING, LANDSCAPING AND STABILIZATION. � TOTAL PARKING SPACES 329 8 SPACES(300-400 TOTAL) S 24 ' 14. MONITOR/MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT PROJECT UNTIL THE SITE IS ' / PERMANENTLY STABILIZED IN ACCORDANCE WITH THE NYSDEC STORMWATER MANAGEMENT DESIGN MANUAL. F NTRIBUTING AREAS. \ ' 15. REMOVE EROSION ANd SEDIMENT CONTROL MEASURES UPON STABILIZATION 0 CO , ' y '� � :� � E � � � � � � - � - � � r� � � � � � � � � - � - � � � � � � � � � � � � - � �'' � � � � I ' � � � ' ' � . 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' __ � ALLEN DRIVE OrawinqTit/e ; � __.,_ _...... __ _ _._ . ____. ......._. .;� . _ __ � �� __� � � � _ __ . D RAW I N G KEY Ove ra I I Key P a n , 1 AREA DWG# SHEET TITLE I /� `,,-' � \ � /� C2.01 LAYOUT AND MATERIALS PLAN /� � <\ � - - C3.01 GRADINGPLAN Planning Board # 20200270 � ✓ �" � � � � � � � � � � � � � � � � � � � � � � � � � � � � < � r � � � � � � � � C3.11 DRAINAGE PLAN �� � '� : / / A � � � C7.01 SITE ACCESSIBILITY PLAN ��' � \ C2.02 LAYOUT AND MATERIALS PLAN Approved under authorfty of p r on dopted S 9 to �. �L�• i/ \� // � C3.02 GRADING PLAN by the Planning B d o t it of Saratoga S in . 9 � z/ � ` � � � \ 2 �� Drawing No. O C3.12 DRAINAGE PLAN � C7.02 SITE ACCESSIBILITY PLAN Chairperson C2.03 LAYOUT AND MATERIALS PLAN � /` Zo LL�-- 50 0 10 20 30 40 50 �2.0 0 3 C3.03 GRADING PLAN Dpte Sfgned O C3.13 DRAINAGE PLAN Scale: 1" =50' C7.03 SITE ACCESSIBILITY PLAN LAYOUT NOTES: � � . �r <<�� , . ,� f . . � ��,,. . , n� � . �. . .. / � � C 0 0 � � 1. ALL LINE ANQ GRADE INFORMATION SHALL BE LAID OUT BY A NEW v c,`"j YORK STATE REGISTERED SURVEYOR ENGAGED BY THE I I W w � Th e LA G ROU P CONTRACTOR. � I � _ _ I � W W Landscape Architecture&Engineering P.C. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. I_ _ � I Z Z / Paople.Purpose.Place. � S� _____---- I � - - - - - -I I U = / THE OWNER S REPRESENTATIVE SHALL BE NOTIFIED OF ANY � DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE I � � _ I � � � ' 40 Long Rlley p:518-587-8100 OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ' I � - - - � g � Saratoga Springs f 518-587-0180 � / I�fY 12866 www.thelagroup.com 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO � - � THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE � NOTED. ` Unauthorized alteration or addition to this document is a violation of Section 7209 of the � / New York State Education Law. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO w,;, , / � . FACE OR BOTTOM OF GURB. ; ;i � � �the�,4 Group 20z1 � / 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S / . 12 S��E SET qC � � � � _ REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL / � K ' � . ' Preparedfor. OFFICIALS. / (6)BOLLARDS, SPACING ` � � � ` BIKE RACK C5 02 � 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED ;� � PER NATIONAL GRID `�I!' � _ _ � SHELTER , / ; � �, N R P P ro p e rt i e s L LC BY THE CONTRACTOR AND APPROVED BY THE OWNER�S � � �i� � / 24.00 IREMENTS � � . _ � . 322 Woodbridge Avenue REPRESENTATIVE PRIOR TO CONSTRUCTION. �` . � . / � Buffalo, NY 14214 1�.00' �'P. 18.00' � TYP. DUMPSTER ENCLOSURE 3 � � � 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE • • ' `�"'" � �` . ' , , . _ IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY ' � / ��,�, �, - , , �� !��': C5.03 � _ ,4� , � . � � �(/ W'` 1._ � ,' � ASPHALT PAVEMENT,TYP. � � THE OWNER S REPRESENTATIVE PRIOR TO CONSTRUCTION. _ � � ����� � w � C5.02 � � i ' . �a� �(/ ���' � ���ar�� `����", � . 5� 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES(LINES, �. � C� � :+,+ '��a ;����� ��������� i / � _, d DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF � � �Q �;,� � , ��,��,� � � ,�� ;��""� 9 � PROPOSED LANDSCAPE ELEMENTS(WALLS FENCE FOOTINGS TREE hQ Z <21 ; > ���,.� � �� TRANSITION � ; , , � 4 � 3 ,, ��� ����;�Y� .� .� C5.02 � . DROP ���� �` `� � � • CURB TYP. ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR Cr � C5.02 �� ;�_� ` ��'�� ��°����`�'� � � , 6 � • "' , � � CURB,TYP. / z: � �, �����. �� � 15.00 C5.03 GRILL AND TRANSITION 9 _ � :p SHALL REPORT ANY DISCREPANCIES TO OWNER S REPRESENTATIVE �l =..<.. � �� � `�,� 9 ' � � ` �y`���'`` � ONCRETE CU P PICNIC �� C5 PRIOR TO CONTINUING WORK. ' /� � �''� � ; ���x��� � , C5.01 C RB,TY . RB TY . '1 . ' � �^r� �r '��+ �ta zs � crj / TABLE . ��I' MATCH LINE SHEET C2.02 � s (V ` N , �.°,�.�. ; � � �� � .� i . � ' �, � �� z � � � 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. W ' . � BUILDING 1: „ ���, ,���� � � � ' � , ATCH LINE '`_::: •��� � ���� --� M SHEET C2.03 CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL& l� ; ; ` � 14 TAIT LANE ; , �•- -; ` ; ,; < ` � � "1� .. . .. . ; � .. � , .. : ; � . � ...� i � HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO � ST FLOOR UNITS: 1101-1108 � S� ,. � �`�F a ��;��`� � , � ` 'i, , , ; .... , . , CONSTRUCTION. _ . ° ND FLOOR UNITS: 1201-1208 / S2i . J� \ � � `� V ` ' r 3RD FLOOR UNITS: 1301-130 �J ---� --- --- � r-- --- ._. ... ` I__ __ ��,p� � . , _o. :o; o i o::o' o .�: o - � � :: 10. ALL SIDEWALKS LEADING TO BUILDING DOORS SHALL BE CENTERED � ; � 24 RESIDENTIAL UNITS ,m ; j� ��,��, , � ON DOOR AND RUN PERPENDICULAR TO DOOR. _ ; 2'-�$' '�'� U :' BUILD-T -LINE 143' FRONTAGE '� i � ; (2)STEPS BUILDING 2: � ��' \� � (4)BOLLARDS,SPACING , j � 11. ALL SIDEWALKS ARE 5'WIDE UNLESS OTHERWISE NOTED. ` ` � , ALONG TAIT j �� 4 1 SPARROW LANE PER NATIONAL GRID � � C�I �� ��' ' PO ENTIAL - �NE � m ' ' ;__::...._; DROP 1ST FLOOR UNITS:2101-2108 REQUIREMENTS �=;; : � FUT E ROW o Wo: C5.02 CURB, TYP, °� � � 12. SEE MECHANICAL PLANS FOR A/C UNIT LAYOUT INFORMATION. I 2ND FLOOR UNITS: 2201-2208 s '�� ^"`��� � • 1 .; ; r \ . _M`""'�` ,� >�""'S � ,.._.___ FLUSH CURB ' `��^��,�� a�z �.> � �, �` ,� _�. � y�-� �. >�-�t; ' : 3 . �4 ,�, ,: z� , a � ' E. - RD FLOOR UNITS� 2301-23 13. 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P . �- :� � . ��::o �'' ��� , ~:� � � DR � _F P CURB 1��. 0 I�I � :. C5.0 2 :�� �.� �� � �„ i �. �I �. �I,. �' „� ,, 53 '�', ,� S5 S3 # S5" S5'�` r: � . . - . . � I�� � . . � _ L� - 1 � S5 yS3 _, . � r��:_ i r--- --� I �� , ' ; �., - � : ,, .: _ � � ` ��'`� � � AUTHORIZ D GATE C5.03 � ` � � .. , , � 5 I [�£]': ; ° BUILDING 3: � �; . � ACCESSIBLE PARKING C5.02 � � 2 SPARROW LANE � � 1 STEP , v ; ._ AND S�GNAGE, TYP ` ' � � � ' �- ' Project Title• � � :' 9 CONCRETE 1ST FLOOR UNITS:3101-3108 F ; �1� ; �; , " ` ' ,, ?g`.oi C5.01 CURB,TYP. 2ND FLOOR UNITS: 3201-3208 � , �P Ta it La ne Reserve . : �.i . , 9 ( � � :' � 3RD FLOOR UNITS: 3301-3304 � � � . � � .. TRANSITION CURB, TYP. C5.02 ( '� \`'" �'�' 20 RESIDENTIAL UNITS �o: 1 � _,-;.... ` , ,, . � 14 Tait Lane ° '. �� Saratoga Springs, NY 12866 I 'l�'TYP \��'T1FP . . ' � ; , . ^ : �,. , ` - � ) TEP � ` O, :� :O: ipi,p --- --� �� �� � � � 1S , � �::: ..._� _ � � �. � ' �� S2 S1 S1 S2 S1 � ����: , �: � � ' �' � .>� / � k � .p`Ef . � � � • ,�.C1. � �\�� , �,d F\ J I � � r I � �'� � / , C�} � J�] �.:C� ;,� L�i C��I�I / ��. �I � 1 . � �, �-' � , �.' � �� ,-� 4 R`� ',.,, ` � _,. " ; :,.J�.'�p �' � '- C -I '�G Y DROP URBS ;Ra . :.;, ' ;,. . , . _,., ;.R5.;. ., _ 5 �i ., , ; � , ;.. `:: .,,.: , : ; ;': '.. .,._..,, ;.. ' 1 STEP �" O � C5.02 1� ( ? rr S . y,� . +t. �.P` � '� � I � � � � �,� � � 4 4` '�y 1:T' � ��V � . i�t� R O � � .�,. I I * / ,�_ a � . iF�` ':R�. c� I �- � 1 - ,' �, ,� �{ , � ,. :,.� ;: , , ; ,.,- � , v � � . f l I `' � a� a�..'. fi �, � FIRE TRUCK ACCESS I , , , .y I � � ,' , � ` j : � � , � � C�:� :C'� C� �' [�3 �t � �1 � . ��'oA ���s�� ��� � 12 SIDE SET ACK '�o����toN�` f!'J '� � J � . . _ . . _ - . . . � . , I'. - . . . _ . . _ . . . . _ , . _ . . ,� i b / O �O � M 1Q � � � � � � � � �, CNj V Project No.: 2018025.04 lj�� 5 (6)BOLLARDS SPACING �-� � � ����������� ������w� w�� Design: BCS „ , ACCESSIBLE PARKING,TYP C5�2 CONCRETE PAVEMENT,TYP. C5 01 PER NATIONAL GRID TRANSITION CURB,TYP• C5.02 � � Drawn: BCS Ch'k'd: DBH � REQUIREMENTS ' �,� �� W W Date: 5/8/2020 Scale: 1" =30' , � � ;, ,� � Z Z � t`� . . � It . �.. ,f. ,...� ... ;�, POROUS PAVEMENT,TYP. C5.02 DUMPSTER ENCLOSURE C5.03 / \ _ _ > � \ U U Rev: Description: Date: � 1 \\ � Q � 1 Review Comments 1/5/2021 � 2 100%DD 3/25/2021 `t \ � L�G \ 3 PERMIT SET 5/27/2021 `i� � 4 Permit Response 8/31/2021 �'!� , LEG E N D � � 5 Building Permit Comments 10/Ol/2021 6 Addendum#1 12/16/2021 � � � � PROPERTY LINE 0 BENCH 5 P I an n i n g Board # 20200270 � Addendum 5-Bid Set 1/31/2022 HEDULE LIMIT OF WORK B� C5.03 QTY SYMBOL SIGN TYPE ' ' - SETBACK LINE 2 � S� � ,� 9/ D�awing Tit/e LIGHT DUTY 1 �- LIGHT POLE C5.03 Approved under authority of a resoluti pted . • � /�� S1 S1 � Reserved Parkin g A S P H A L T P A V I N G C 5.0 2 b y t h e P l a n n i n g B o a r d o f t h e C i S a r a t g a S p r i n g s. 6 S2 S2 � No Parking Anytime ��, ' {, ', ' �" 10 �s�,s2,ss,sa SIGNAGE 12 Chairperson Layo ut a n d fi CONCRETE PAVING C5.02 S3 S3 � Stop ' ` , � � �.� £ ` �'�� � '� ��� �� �. C5.01 � . ' ���, ,�,,. ,�, � � , , . .. �fu. ,_s.: � 13 Date Signed � /f 7.�z2--- Materla�5 P�an S4 S4 � Authorized Vehicles Only POROUS PAVING 3 y s5 POROUS PAVEMENT SIGN C5.02 . �_., . :, :.. :.. .... ... C5,02 S5 S5 � Stormwater Practice PEDESTRIAN CROSSWALK 7 DrawingNo. See details 12 and 13 on drawing C5.02 for additional � TRANSFORMER .. �-�i, C5A2 :� '" sign information. H ! � �� � , 30 0 10 20 30 ___________. ❑ � �� � A/C UNITS Q .-.,.: ' : �:�, , , . s N. _ ___ : 0 . �t, ` . Scale: 1"=30' s, � � . � . �� �..a � ���,«,. � n � ��� - ., . ..� : .,E. ,� , �,, , .. , ... . ,. � � �� �� PLAYGROUND NOTES: � 1. PLAYGROUND SURFACE, SUBBASE, EQUIPMENT, EDGING, FENCING, T�l., LA G ROU P AND ASSOCIATED FOOTINGS WILL BE INSTALLED BY BY THE Landscape Architecture&Engineering P.C. PLAYGROUND MANUFACTURER. SITE CONTRACTOR SHALL PREPARE SUBGRADE FOR PLAYGROUND SUBBASE. People.Purpose.PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 LAYOUT NOTES. NY 12866 wwwthelagroup.com 1. SEE DRAWING C-2.01 FOR LAYOUT NOTES. Unauthorized alteration or addition to this document is a violation of Section 7209 of the , � � ; '� � r� New York State Education Law. � � , � k .. F) M; � 1 4E t " � .:� t� � 4�. . vc.. ';� ,_ , y°� ' � k �. � � . .� . , .` � �the LA Group 2021 � , � �' � � Prepared for. � � � �� 1 ` � � �������- �� . . � NRP Pro erties LLC . � . p � =_.._� , 322 Woodbridge Avenue / � �tlr ,� � . ,,,\ � ` Buffalo, NY 14214 �-..�,. � I . '�` � _i . �` \ _.. �. � � � � � ��� � .... . ...... . . 1 , \ all ,; ..._� . . `S�pE SE � � � �TeACK � � , V . � � .,. �� � Ik���a5 a�, � l t I � � F � t �k t 4 \ �(". ! � � F "�� 1 1 ��, r.r I \ �,...� ` t , , .,�.�. . "r,. �t . t� .. � ` . � ..................:.:. I I \ \ ` ` I \' � \ ' . � �.:_._A � � __...........::.A '.._.\ � __.... • . �\ \ � 8 ° _;.__� C5.02 STONE DUST � -_. � STORAGE SHED,SEE ���"\ � � � ARCHITECTURAL PLANS '��� � I RAISED BED COMMUNITY ��"r�,. \ GARDEN � , ; '��� \ \ __ GAZEBO, SEE 4'HT. METAL FENCE, PROVIDE �� , � � � �`� � ARCHITECTURAL PLANS C5.03 4'MAN GATE AS INDICATED "� `�� C5.06 CHAIN LINK FENCE � � � �� � � �€�.��,� 10 MAINTENANCE � � � �" C5.02 � � $ STONE DUST PATH, 5'WIDE �d ACCESS ROAD � , C5.02 4 �' � C5.06 GATE �� , (2)GRILLS AND{2) PICNIC TABLES - _ - - _ �� I - � / _ _ _ _ _ ON CONCRETE PAD, ONE OF EACH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -� - -TO BE ACCESSIBLE � . � � I � O / ,/� S5 � � �8, \�� I 61 � �j � \/ � N v v � 7� � BENCH, TYP OF 2, a w w D�' SEE NOTE 9 BOLLARD C5A2 STONE DUST PATH, BOLLARDS, SPACING PE 5 WIDE NATIONAL GRID I w w PLAYGROUND, SPACING PE REQUIREMENTS czi� c=n � SEE NOTE NATIONAL GRID REQUIREMENTS CONCRETE PAD I z z / r . . . CONCRETE PAD . . . 7 CROSSWALK ' � • J J C5.02 ' 1 . � : . � : . � : v c=,� . `s� ' TYP. DROP CURB, TYP. 4 ASPHALT PAVEMENT,TYP. � 9 Q �. ,0 02 C5.02 ' ' ' ' ' ' � � � DROP CURB,TYP. 4 TRANSITION CURB,TYP. � a ' =�z=:;e;��k"` ,.,� �:';���?~,�����'�`�'� � �� C5.02 C5.02 � �; "�.s�` a� .__.� �'Kt�. � :r`L. � �.`s.l`�`,a��,���"�a.��...�'��� �,�gs.�:, � S� i� I: Project Tit/e.� . .:? . . ...: ; : . :� :: , .. . . . DROP CURB, TYP. C5 02 � � r� � : �Q���1 �i�� ! ', �r C5.06 GATE Ta it La ne Reserve I � 9�' R5' �S4 R��� 14 Tait Lane : rn� � . . - ,_ . � Saratoga Springs, NY 12866 S4 � � x r,,. FIRE TRUCK ACCESS �` ;k \ �, ��� 5 �.,;ks � d Y..�.0 . �p�, � � � ���yi � '"° � ("'4i,J,w. s ae3°�i"� ,r ��� BENCH C5.03 � ��� �� p ��� � �p �h �� }.,�`��� I � , ' . ��. ,� ��� # CONCRETE SIDEWALK TYP. �� ':`i'' \�h g p�^3 l° ✓ � U ��,U f « °.�'" �e�`f.�.� - r��� ��, '.�� ���� C5.01 ' � '���w�' t Z��� < - �� ` ��,��` , ,�; � I I � � ' o; k > .r� ` � � � �� -� � ' ���; ,. , � ,,� (5 BOLLARDS, � , '�, I ``�' ,�,,� ������, �z 3 -" ,f`r -�.���''.a��°�������� h S2 C5 03 DUMPSTER ' ° �� �����"�;�` � � DUMPSTER ENCLOSURE NCLOSURE � �? k�� �� �y ���,�, -- , �� � � ' �ACING PER « -"� �.: � ;: � =e , '' N r.:; C5.03 , p �.._ ` 5.00 TYP. �"u � ,''�` F d��..a��.., ',F S1 , E ; � � BUILDING 8. � � I Y NATIONAL GRID ~. ; _ - � ; - o� ...P _4�.� ' . . . . � '; ❑ � U � �-; " SPHALT PAVEME P , R QUIREMENTS ;`• :. � ; -� ` . ,: S .... 15 p, � �.� '� ' ������ ,x.: NT,TY . .. 6 ROBIN LANE __. , ,� j , ,� 1 � � ���; (1)STEP � � C5,02 B�KE RACK SHELTER 1ST FLOOR UNITS:8101-8108 ^� � �, �, x� ��, m I C5.02 A �', �� ; S� 2ND FLOOR UNITS:8201-8208 0 �� .;;��� z� 4 ��� ' ��� Ss � �,�,� :o: , � z ��.� � � �, ,y,� �L�'� N��1/ Y . ; � : ` � � #.�: � C),p �' � ' ����. ' L °� ; � p. 3RD FLOOR UNITS: 8301-8308 �� °-� '� � � ������ ;�� . P�' �,P hr.c � (1)STEP � . �.� \�,� � � o� � ` � �<�.:� �� Q � ��'' ! ''�' !�' 24 RESIDENTIAL UNITS `� ;p: BUILDING 11: ' • �: ;� ; � ,�:� ,: -, ' -� i � .:. a� ; 5 G - - :� ACCESSIBLE PARKIN - ' '�k�`' �� � � . . .. �� C5.02 5 SPARROW LANE • � �� � * � � � ; � i AND SIGNAGE,TYP. 1ST FLOOR UNITS: 11101-11108 �� � � E '£�q• � , }' �`> � � � ` � ��.,�r, j,., _ ,�: �.,"`� BUILDING 7: -�.,.� � _ . � y ,. �; � .._ <�;:: " ; , �� W �'��" �.�,..�� ' .„„ ,�' �✓' ' � .... d' � � _ / ,...�..... , ; � ���. ,,�;...:;:`�; . 3 ROBIN LANE `m.w� _._.,�,�M. ���w �r�,�` � - f ___._;o. �....,!o;�o: ND FLOOR UNITS, 11201-11208 �; : " cv 4 r� 2 ; . L 4 ���..�'��...�._. � I I I .. DROP CURB,TYP. :,,. �,__.,._. �... ., , ,,: ; � � - C� � r�;��s ' ,��,�..,, ' o:o:�o: �--- a.: --J L-- ---� o.ro..f�. 3RD FLOOR UNITS: 11301-11304 . .; ��: ��� F ���r � C5.02 C7 � �. � �;�, UNITS 7102-710 � � -� • 20 RESIDENTIAL UNITS � K: >:<:�. '�� # -� I �:;s 1 �;'� O �38#3� 4,. BUILDING 6: �� � � � �� x ' � � ��� �,<:.�;� . : S1 � '; 6 RESIDENTIAL � , : � � .. , 4 RESIDENTIAL . . �---�--=--°'��r ; �'� � 9 CONCRETE CURB, TYP. � ' ' �i4 � P�'� �����'s' � ' `I UNITS � UNITS , ~� �' � C5.01 PICNIC '�0������Y� . �, �- , �o? � ` ; ' ,, L_ . '< �:���~���� . ,. � ABLE G ` :. ,.� , , . ; ; .: PARKIN T � C5 02 ACCESSIBLE MATCH LINE SHEET C2.02 ;;` _ ; . �# .. . < - - - �� -� S1i ;; � �;�`vt�, =Q` ' � AND SIGNAGE,TYP. ` , :�� �`� t ..>.� � � `"'� �`"` ""°��,� `��,k. � '�� Project No.: 2018025.04 . i.��,��:: ����s y _ •�-� MATCH LINE SHEET C2.03 = � � ��' Design: BCS � � i : � �`� ��. �'�� f _" � s ` ,"� ` a . ` .�.. _.... �� , �,�� �� `���" `� =�'--`'�� �V Y C5.02 R RB, TYP. _ - Drawn: BCS Ch'k'd: DBH ...... ..,.... � � ,. -.nu::: �- I D OP CU z. , �:` � � �£� M,.. , - �--� . , ,€; Date: 5/8/2020 Scale: 1"=30' ,,.,, 1 _. > . . _.. ,.. .. . ,. . >;a l:h � , ,, s Rev: Description: Date: ° 1 Review Comments 1/5/2021 �f�; �� `�,` 2 100%DD 3/25/2021 � � �� i' � 3 PERMIT SET 5/27/2021 , e,y 4 Permit Res onse 8/31/2021 P LEGEND 5 Building Permit Comments 10/Ol/2021 6 Addendum#1 12/16/2021 SIGN SCHEDULE � � � � PROPERTY LINE 5 7 Addendum 5-Bid Set 1/31/2022 � � � � LIMIT OF WORK �B� BENCH C5.03 QTY SYMBOL SIGN TYPE SETBACK LINE 2 Drawing Tit/e S1 S1 � Reserved Parking � LIGHT POLE x�=�"� ������'� LIGHT DUTY 1 C5.03 $s, s3�� ��a�����s�'3t��;��� S2 S2 � No Parking Anytime � ,. � ASPHALT PAVING C5.02 ; r.� S3 S3 f Stop CONCRETE PAVING 10 �s�,s2,s3,sa SIGNAGE C5 02 � � � Layo u t a n d C5.01 � S4 S4 � Authorized Vehicles Only ,3 � M a te r i a l s P I a n S5 S5 Stormwater Practice \ POROUS PAVING C5 02 is5 POROUS PAVEMENT SIGN C5.02 P I an n i n Board # 20200270 � Aonroval � a � � See details 12 and 13 on drawing C5.02 for additional 7 PEDESTRIAN CROSSWALK �-� L f �p. � Drawing No. sign information. � TRANSFORMER C5.02 Approved under authority of a re�,o;fu'tko �' ted . by the Planning Boar�'�of �e;� '"� aratoga S rin . 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R, r ir / � � � � `' # TO COORDINATE WITH NATIONAL GRID ��u,'��, '�>���� � � � �/ FOR LOCATION _- - z - - - � �� �� G���,; ��-� � �; � - - E „ � / � �,. �zs ��.�, , , � - - �, �; � � � � 5 Dr�awn: Ch'k'd: DBH , � �� , PROPERTY LINE acs , __._ , ,: , �`� 9 , $,`, SIGN SCHEDULE �B� BENCH C5.03 Date: 5/s/2o2o Scale: 1"=30' � � � ' � C5.01 CONCRETE CURB,TYP. � � LIMIT OF WORK �,��'�� r<"�`�� \\ � � � � � ; �� ����. ' ' � QTY SYMBOL SIGN TYPE _ . . ��`�� ?� �� � ' � ' ���'� ''� '� � LIGHT POLE � Rev: Description: Date: SETBACK LIN ���� ` � S1 S1 � Reserved Parking LIGHT DUTY � � C5.03 1 Review Comments 1/5/2021 _.. _ _... _ ` � � � ���� . � �� U ,. _ ___ ---- ..... ASPHALT PAVING • __. _.--. _.._._ _ EASEMENT � ��� � �� ' �` � S2 S2 � No Parking Anytime 2 100%DD 3/zs/zou BOUNDARY \ � � STREET SIGN� S3 S3 Stop CONCRETE PAVWG 10 �-s�,s2,s3,sa SIGNAGE �2 3 PERMIT SET 5/2�/2021 � C5.02 � �a�'" ���' � � �;, ��. � ROBIN LANE ` �� , C5.01 4 Permit Response 8/31/2021 c. '����'� �� � � , � � S4 S4 � Authorized Vehicles Only �� POROUS PAVEMENT SIGN 13 5 Building Permint Comments lo/Ol/2021 ;� , ���` � POROUS PAVING 3 ys5 C5A2 S5 55 � Stormwater Practice C5.02 6 Addendum#1 lz/16/2021 BUSSHELTER; ' ': ' ___ _ . __ _.... _ _. _..._ - ,.,: ,.,. � , : � _ PENDING CDTA . _ , . ,, ... :- 7 Addendum 5 Bid Set 1f31/2022 � � - - --- -- -- -- A' - � : ' , d on drawi g 5A2 for additional TRANSFORMER PEDESTRIAN CROSSWAL � �P , S e details 12 an �3 'n C A.PPR.(�VA..� ' N =�� mformation. � � ..__. __ ;� . �. .. � �... d.... 3 t � D�aw g it/e � , � � e C5 02 ;. ,� �,, . : }�, �, � � � �� .., �� 9 �.�, � �F � u� r � � �t , r R k �� in T' t, s� n � �' � i� o; � f .. ',� �49 � � � 4�. . i ]t M :y � S3 � . � r. , „ , .____..� � 4 DROP CURB,TYP. *s < . ' � AIC UNITS C5.02 ALLEN DRIVE v LayO u t a n d -�� __ __. __.__ .__.. _ ..___, .........__ __ . � .. __..... ............_ _,__.___ ...___._ __ '� �.� � _ ___ oa' __. _ _ ..... _ _�-__ � � - Materials Plan � � � � __ _ , � HEAVYDUTYASPHALT _..., PI�11�I11 Board # 20200270 C5,02 __ PAVEMENT,TYP. �w . . . !� � . . _ t�„�� fi>, �9 2� /�f�f�. ! /� \ � ���� �Q"� Approved under authority of a resol ' � t�d � 9 � D�awm No. / \ / � � � �� ,� by t h e P l a n n i ng B o a r f t 't o f S a r a t o g a S p n g / / \ \ '�' . ��y5 `��{s� !� $�°�' $ � �o o �o Z o 3 o C 2.0 3 � / \ \ ,..... -.•�AwY p '� �� �`��j0k� �.S ��.��. . , � � Chairperson . . , � � ,.. . �� . .. ,,,.�� �� �. . � DQte Signed `� /v 7a Z- Z.a..�. Scale: 1"=30' � GRADING NOTES: � � 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 11/27/2019 PERFORMED BY � CREIGHTON MANNING ENGINEERING LLP. ` `r ' r ` ' � �� / � r \ ' ,i \ �ir \ 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND � j f '� �'� � `� � 'cA `(�y � # 1 I \ I : o � Th e LA G ROU P SURVEYOR. _, , , � : ! . ; . ; r �' , � � � j�� . ��\\ ..\ �l V V Y�\\ r + F'C , , , ` t� �1 , `, � \ � """ II �j w Landscape Architecture&Engineering P.C. ; ' � i , t ,, ; �: 'i ; : ;, , + , , � ' , r % 't 7 ` t � `,� ` J_ (� \.,, ..... ._... , ' `� + r � 3. CONTRACTOR SHALL ESTABLISH PERMAN ' `� �, '' ''. ;'� ;!�f 1= . ' ''_ : :' ' .' ,�` �, \'` � - - - - - - - - _ _ "�`', �, Pea Ce.Pur ose.PCace. .� � . , �� .. ..�, � ....\ � ENT SECONDARY BENCHMARKS PRIOR TO THE START OF �` ! na,.� ; , ;, :; ,; ; ; t ,. . � , � � � v� cn �� _ t' P C O N S T R U C T I O N.A L L S E C O N D A R Y B E N C H M A R K S S H A L L B E S O L O C A T E D T H A T T H E Y W I L L N O T B E / �: 'f 1�`'l 1` ;� ` ��' '� `' '` l � � I � , Z Z ; •, 324 DISTURBED BY CONSTRUCTION. ' ` ,'' ' `= f ' ' ` + � �, ' \� � � - 40 Long Alley : 518-587-8100 � r' ; ,' . r �i . �;1� - - _ J ( t ` _ r _ 1 , � ! p � I ( I_ I J p ,; _ • , `, , , , % �` _,�- , Saratoga Spr�ngs f 518-587-0180 , ; ' , r ;; 1 . _ _ � 4. PITCH EVENLY BEIINEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM ' '`` 7 ` i� `\�; � -- \�.� �` - � � v NY 12866 www.thelagroup.com � . , ;, , _ , ,. , , . � � , � ; : _... . ; , � , ^ _ � , ,. ` ; �� , . : , _ .... _ - ____.. _ : : . , ! � v , e : i : : 1 :;� . 1 � . .f SLOPE OF ONE-EIGHTH INCH 1/8 PER FOOT. M I U ; i � � t � �_ � i � : ? � < < _ : < <� �. �_ � '�� �� �� - �� � . ,.._ _.._ - , +. �` � . .... ......_ .�.... �fi .i \ ; vJ `,.,��.., ., ( ) AX M M CROSSPITCH OF ALL SIDEWALKS IS 25.ANY "�" l, • r DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S � ;�'£ � r��__ _���� ,��i it,'�''�' ' i ' -� _. `� .�`` �' � ``�., �� �-----' 3 author d alteration or addition to this :f , . , , , . . . __. _ � ' ' � '��_`i, �f `°`' � '� ' � � " `�' document is a violation of Section 7209 of the ; .., ,, , : � _. . ...� ._, ._. .__ . .. �'� 25 � REPRESENTATIVE PRIOR TO CONTINUING WORK. ;�° � f=, , � , _ � , ��� �, r ~�.---':�`� , ,�r� , /, _ `�� �,�,,., � � '• New York State Education Law. � , `li,',t � ` \ t.,� ..., � i \_f � 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30'W ' ' , �; ' r J ` �' / , ,' ' -' r; , . , r t.�� f `..` .� r.. ........ ....... ..._ � LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE ; � � ;, , , , : r i , ,' -` ,.'' � , -_ ' '� �the LA Group 2021 ,... � ,. \ � OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. : ;` ' : F` � ' - _ � ��� � �� , �;� ���, f'f ; ` ; ; ; . �. ��� , , ; : . .' r . f / � -.- iir i ;` : ; ; ; j : , , , � ! � , . . . , : , ; ` .. . ; _ ; � �: i r r r � � .. j� Prepared for.� , , : . ,,s- ~.. / � \ � i, 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH � J - ,�;;�_� ,� �r�, � _; ; . � _ �-.� �` �- ����=��,�; .�, � ,�"� , � _. � ;f : � . rI r ADA GUIDELINES. ' _ �t t r ,_ , ' Fj � `��"� �= r r LL �. _•`-0�. , . : f : � .. . ��� . . : , , , ; ' , r ��ai.>� ._ . ` . , �' , , , , • _ , . �_ : ,!± .. �__ � � , _ � .r P P e ti es C / ,. . , . �� � : , ; , � ; : , . , NR _._. . . r � . , . ,-� . � � p .. . „ , ,; , , . .. ... _.. ' I, ,. .-� _.. �� ' � � .. ._�. � � �',�� � �- � 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES(6 )ABOVE BOTTOM OF CURB � � � ' :� � . ,,, ��� I��� •`� ,s,.t, , , �� ;�; '`� � ,, , ; ` ' �; � , , �Ik �t r4g 4 venue UNLESS SHOWN OTHERWISE. �� '�� �'�` � ' � �'� � � ��� �� B ff I � Y 1 ' ` '` `� 2 u a N ,. � ' j+ i,?; � t . '1 t f � ` ~`�� � , . .� : : � � , : ��t � ��'; . i ' : . . ; . � � �ii , � : `� � ,,: r , , , � ,, . r f ._._ ._...,. ._. _. � � . j Lii O�O : ; �; :•: � :, , : , _ � ' 32z,� .3 � . .`\,: ���o � � , .a.. .._ + ..,�324.90 . i� ,� , , 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF � ' ' � ' ,',',�y�, , f � � 323 323 = � . THE EXISTING PAVING. `� ! ' �`.� ' 1 � ` `i 326 3`L . ; . � ; � , ; , ��. �� � ,r . % �, .�.r 24 � . • ; � '.��'� � 'F .. i :f r' ; 3 l��� ��. 1 , �,� �325 .,.� � �� 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS , �`+ � ��`_'+ ,r`;� ` 325.0 � i�` TC 32a.s5 322 t: � 323 � ' r' `i j ' � �`�• BC 324.15 '� ' SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB,SET GRATE TIGHT TO FACE OF ,' � ,��j , ! � �, �r� t f-�` g22 CURB. , i r ,, � 325.37 � 325.10 � \ �.� . � r .. � _ �� t r r �' r� (�ri�� 323.0 �; ` � '_ �h � ��:o� � � �` �_' � �:�`_, ;�:, , � ��` ;;_ , . ; M_�.�._..�..� , F i 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. �:�, ��r;�� �_ '' � ,�� �. ,�, ,` � , , ;�� �� , �` ��: 323 ' � ` ' �' ' ��� CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED = � � _� � ' � ' � 322.7 ,,. ;,; _.- � , '���., � . . , �__, , _ `• __�. � ���.. +. TS 327.47 E �,..3Ai. : . ,,,, ; � f ?� % f � . y..,..-� i �_ DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. ' �', .�`, � ,�-� ' -�� � 2 � ��32324 _ ....-��� .� � BS 324.55 � t TC 325.45 � � � __. __,._. , :, �� 325 1 B 4 95 ` 3 ' ; ' �`� . ; ; . . ` ., yy. TC 324 58 � C 32 4 324 ��; ", MATCH LINE SHEET C3.02F �' ; 324.60 ,�;�� / �: 325.25';r ,: 325.25 ~. \ '�BC 324.08 ;� � 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF i ; ' �` ' ' � ';�;+; � � < < , .. - 325 � 32 � � , � 32�.4� ; ; : GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE �; � ; � ; >� �`:+ � r ;.�� � \�� w �` �BS 32a.68�� ���� ': : MATCH LINE SHEET C3.03 ;: ;. , , < < . , . , : ; , , `i� 4��', r . ,- /cb �•� �. ? � 326.90 REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE ;� � ; ; � r ; ; , cy ��' 325.67 _ TC 325 07 ` �� TS 327.47 ' � ; . � , , � c+� 325.10 > BC 324.57 ; STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. ` ~,� ��� :'� << � f � ;r` � • �` ' 3 TS 324.78 324 29 BS 324.94` w � �, , • i . ; 1 � r � f TC/B 4 54 • b,� t . C ` , ,, ; � ( f` C 32 �J i � f i .�r=`'` • � I -- - � �:x i TC 324.19 ,- _�... � ' + ' f � r` , 32 78 �j TC 325.00 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6"MAXIMUM COMPACTED F , � , ; r � r + 323J0 BS�3 '` � � �;_ ,;o; a; :� o �- ,� F l: f; � �' r � �,' f 325.37 FFE: 325.77 . � h . : ' ? 3 2 3.6 9 BC 324.50 LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER �; , ; ; �: _ ' �' ' � �+ � � N `•� ` ` � ti _',_ � .' TC 324.60 �BC FFE: 327.57 �� , ,,,r<<J � , , , ,'� `M 325.10 . .� � • 24. 32 . THAN 2 ,AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. `'_; ' �'` � ��` ' � . , �--_ - BC 324.10 325 45 3 8$ 325.45 4 88 325.45 TC 324.35 � � , ; ,.. ; , t `� ' � , 324.70 _ TC 323 60 BC . _ � � r� : r� ,� � __... � _ . , 5 1_._ '�. , ; , . 323 8 T � 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT \, 4:�L �'� ,�+- , .r,;, ;'�' ' 325.10 \ � � _�_, ��f: + BC 323.10 324.88 `� BC 324.65.. `� � ; �� � � ` �• � 324.88 / �T TS 327.47 PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. ! : '�' ,� _ : f � `j . :+ � �� / ' '� .. , _ :Ql�o `o; Ts a2a.sa ._-.- ? �,', � ' � ,.. ,, ' 323.86 BS 324 51 BS 325.30 ' ; , � � ,�`,.' � % .�' ( 323.ss FFE:325.55 . �� .� ,�;' r . ,� �' :, `� TC/BC 324.28 j.. ��,,. � ; '� ... 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY � `�� TS 324.78 TC 325.45 � ,r, �,, , �� �� TC 325.06 TClBC 323.66 BS 323J8 ' BC 324.95 . ,, HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 'F ' ` ' '� r 324.60 325.67 BC 324.56 324 88 '�� /� :` ` • ' 32510 32516 • • 88 • � f £ r .i , „ . , 325 4 , 324 3 TC 324.64 TS 327.47 C 3 324 8 ��,�� , r J� ` +��� ;' �r` ;J % TC/BC 323.92 324,88 325.45 324.88 BC 324.14. � BS 325.59 � 15. SLOPE SIQES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING � t: �-�1 � x° ! TC 324.55 � TS 327.47 � JURISDICTION AND OSHA REGULATIONS.MAINTAW SIDE SLOPES OF EXCAVATIONS IN A SAFE � `,_`f: `� ,j �,> 325.10 �� BC 324.05 ' `! BS 325.72 � i � r r ; , CONDITION UNTIL COMPLETION OF BACKFILLING. ; ~ �` ��'�' ''`,� �� TC 324.82 i ` 24 28 "�� � . , � ' f: ;i;:;£':`;' �i; . � _ � TC325.47 24. i -r --- _. w TC32452` . . ,� ^^ .. TC 325 80 ,, _ ; ! r• ri't i,,,. ��!; F ,f'' , _ .,r BC 324.97 3 32 �32 . _ 325.28_. �. �4j J _• �� 3 . , 5 33 .. BC � �`f � ; � BC 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY k��, V ` �; r�;�.`, �, � �� r �-�C� '��� 32a.a � � 325.33 � 32a.52 �� ��° : ,, ; ; , � : : : > ,� `r� 325.57 , , � . : , : , ` ` � : �:,', ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES,SIGN POLES, MAN HOLES, CATCH �--,;��; � r;; ;_: , ' f � TCBC 324.59 BASINS, HAND HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND = �= f ' '` � 325.43 324.58 � 324.4 25 TC/BC 324.55 ; r , :. ; . I; ! � `! r ��r i , Y T M N THERWI E N TED N THE TILITY DRAWIN R A DIRECTED BY THE � � � �:_ � : �`�� ' � �= f 324,82 325.2 � - � SITE S S E S U LESS 0 S 0 0 U GS 0 S V . �. �� � --�--�-�-'� �: TC 324.61 :' ,`'� 24.7 HP 325.44 �(� :{j ,�Jp-- . � I i+; +l.i . . 324.83 3 5 �-'' f`, R PR T IVE. OWNE S RE ESEN AT � ,� �,,.;;,; i:' "�!�r ';' �' � rf' `LQ � . `�� .?7. ( ""'„ �. ti""'�".,`TC:325.13 ` ':."'�. :�-`�. � , � r r ='- _'� ' '' TC/BC 32 BC 324 , r : _ , . .11�. �� ' r` ,, � •�� �'rf ` �` ! 323.80 3 � � --, .--. 5. s 32�' � TC 324.37 ;�TCIBC 324.38 4 6 ., ,; , : , , s: :� , , / , - �,�t::..__. ._... ._.... � TC/BC 324.59 2 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL , TC 324.2 �BC:324.63 HP325.05 '�, ' � ' ' TC 324.2 BC 323.87 ._ s .,:. � ,, ; t ; ;',:3,i '` BC 323.7 CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. �� e�' 324.35' � BC 323J _._... , ' ' u' / ' HP 325.17 � � �f � , ,323 �cS '`,` TC 324.86 �324.12 324.12�TC 324.37 324.62� LP 324.53 2S. 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. 'i', , '� ` ` `� 2 `�' � •324.55 � BC 324.36 ,.R TC 3242 ' ' -� T+-�:TC,325,13 ; ., ; - .rL BC 323.87 '� ,� �i� ..��" D�.,- TC/BC 324.40 � , ; ,,� +', �` ; 2 , � , ? ..:�.. `;`• , ' ': r: t i• ' r 2 � . ,;.., ,...... ,,, .,t.:: ,: l . ,::.. .. , . 1.. :.;. . , . , DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE r :,; BC 323.� s� ,:,BC.324.63 - 325.28 , `` 325.a3',. ,'�, : � � , `�';',= �`'t ; : ; . ;� ;� �; � • TRATED , , . , MAINTAINED NTIN LY T PREVENT ER I N R DAMAGE RES LTIN FR M C N EN ; CO UOUS 0 OS 0 0 U G 0 0 C '�' � �... ��:��-- ir \ 325.33 � 324.90 , TC/BC 324.50 RUN-OFF.WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR •'`f ``'�_ ' '�' ` ' � � rC 32a.2_ : UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND ' r '` � � � � BC 323.7 ' TC 324.61 F , � ; ` r . ,��j f`; i � � � � � � e� :: BC 324.11 APPROVED BY OWNER'S REPRESENTATIVE. � ' ' ' ;`� ' � U � D � ,, � %� r,� � �` `� ' � ��' �-_.. 3.8 . �,.>� .. � , . - D 324.4 LS ' TC 324 33 _ ` � BC 32 3 324 4 f ,, : ,� ,, r t � � -,. , ....... ._. 324 __ __� ,� ... . � t ,., � � .. . �. .� � - <,' , r . : , ; . . . ._.:�, .... F UD . . �. ,. . . ; , 19. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/SLOPES NO ° ' ,, . t,.. ,.:-�. . •� 324.6 �8 I ; _, ,, ,, r>, - ��. , _ ; , � � � •:, , , � � � • ;_ ;F r: , ,. ...__- , , v . �, _ , � - � .. � .. ,. � , . �,?; : ., A __ ,_ : _ .. g- I � STEEPER THAN 1 FOOT(VERTICAL)ON 2 FOOT(HORIZONTAL). ,,.; r, , , ��; ; � � '� � 3`L; � �,324.88 TC 324 5 �;32�� � ` f ' 324 88 'L `�' BC , ;' £r (,` '' 1 • . :i , f ,� ; ; . 324.88 , t � ; ; ;^�. .... - . _. • TS 325.98 � : �. � ~! BC 324 50 ', , , , , ., ; � � � , 1�.�P Pro�ect Tit/e.• 00 ; _ , ' r � .) 1: ! � . ., � �. y: . ;. e, i . i: ; ; : � , :` ,` . .., , , , . , : , , F ,, „ � : ,• :3� ;�� BS 325.4 , ,;., ,. � , . ' : . ; � ,, � ; ,.. ; , _ , , . � , . : � : , ,.; .,•�<.` .. .- 4,: . , .... - �, y� ,.-��..+„ �• <<�7 ,r t* , . _-___ w } _. �.. � _. _ .. Tai Lane Reserve � � � ,,,� t; ;� , . . . � , , _ : .. , ����� ` : , 88 :.-: � , t TC 324.50 +❑ 324 � •` ' �` `'' � i ` • �o;�� FFE: 325.55 �p 'TC3245 � ,, 323a� gC324.00 �� � � 14Tait Lane , ; �` `� � � �`� BC3240 Saratoga Springs, NY 12866 , _ ,_ � % ' r'; ; _. ,` I ;`` _. ,� LP 323 82 � ~� zz:s r , `t ' ' . , ,' ;\ ,. ,' .. _ __.. 4.88�Ta.._ .,. 324.88 .V �C325.00 g 324,88 t'� � , , __ _..... ;�2:a � ,; � . • . ` �. , . F _._ _.__ _ ' ` -` \ ,. i ` . 3 _ :BC 324.50 325 30 � v i �:�� �.,.. �l �O ` .- � �. , : . __ . , �;�,: ' FFE: 26.1 __._. : , ; � , , ; . ;� � , __ w ._... �Q _„ � , , � , , , � . 3 , . ._ ,:. , ; , 2 , ; , ._:. . , . � o' __ _ _ . __.,, , ; , . � . . .. , . r N , ...... ..... . BC 324 7 ; r 4 50 , , . _ . , �.. . � --- -- i ; � :.. __..... . r 5 325 � €❑ "�7:�..� �� „ � ,...� ,1 32 � �Z � : f'�' ��_.�F t w ,... „'324.7 .33 �` - � 324.48 r' 324.80 - � .... \ \ : ' �,� 3 �; TC 324 5 T���$51�� -.- ;., � � ,1 ;,: �,,� - 324.65 S 325.30 TS 325.98 , ; \ BC 324 0 �G�32a 6 �� � .� ` �/ r: f : N ; ~. Y .... � . � . , . 4 ' ._ _ 4 , ,, TC 323 15 � �_.. ; �;� i , � � i�� . .... ' ;: , B 32 .65 = � � BS 325.4 :; , r ��..._ .._..._ � . , -�= t'� ~ � � . , � _._. � � � w TC 324.71 ..{ � � `+�',` r ��, N :;a � `� , � . ,� Y.� BC 324.21 TC 324.40 � '� _ , � TC 324.81 .Y-' � �t: r ,'` �` � ' r' I .._._ ; `` `.',,TC 325.15 BC 323.90 r , � , i� BC 324.31 ,� %`� �� N�'� \ ;. � . :r p �' � � BC 324.65 Z �. � ti L ''� : � � ;` t � \ 0. �U . � S i+r __. .. � �7 "s N' . � � � ����--� w+r..�� ,�� � � , -�=�--� �.I� � C� U.f�: l;J - !�;"..: t;1' :11 ':`U l,�I� . ,� '� I ' 1 � � � � . S - T B 24 60' � CI C 3 �,3 T C 325.20 * 4 � �r ,. �5. 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Pro�ect Tit/e: ..--.. _U U � ' ( ' `' � 325.40 325.40 324.80 •; � � 323.60 , ; . , , TCIBC ; . � T , g � � ` : ,�324.90 ��� �` 325 30 TC/BC . __ . , � <r, � � �_� l. a i t La n e Re s e rve � ` 325 325.30 TC 325.00 �� , 325.20 3p4.80 � 325.60 325.60 325.00 `': `•,;: , 323.80 � `i ,` BC 324.50 i TC/BC `� 't t� � ```325.40 ti 324.80 . ti \ 14 Tait Lane f 325.20 ' , ,325.20 ' � `� __ ��v` \�` Saratoga Springs, NY 12866 ��` i �, , , �,, � '� � ' ', . ._. ,- �. �1�. TC/BC ' ' .'` }F ; �„ `'� ' BC 324 15 `` F � :.� � . t � ` � ..... ` _ • i � \ \ ` `` `� TC 324 65 � 6 3�5.90 ` .� - ` °� 324.80 ' ' HP 324.90 � � : � � 5 .,. '. ; �, 325.50 • TC 325.60 ti w ��t ��' �� � � TC � � �� �� �� �� � . ;.� . ; 32 � „ 2 � ; . � .. .� � ` 325.7 ,� � ,:3 ,' ` , BC 325.10 �► ; 325.10 ` � 324.95 ' : � , _.... TC 325.60 ' 324 45 \�l� � � , , ; ; ,. ,�` � . .. ,� � ,R `� f 326.29 , BC 325.10 ' ' ' �? 326 , ' _ - ' ` � . . , ` 326.04 . BC , ? ?��:� �` . • , ; 325.70 st. � , ��. • •- - 326.03 : � . y � __..___. ,. .:. 326.03 , ;F, � I r , t � ~ , ��, '� 326.23 ' �. � 1 1� :�o: o,:.. 325.9a � ! .��:.. ( '} \�. � � . • . . ; I . 325.94 __ 326.05 4 `� ,, �., „ � :�,, ` � " . �..�� � BC 325 33 '�"` � � ,� TC 325 83 2�. _ = � � ,..� yo o- % � ; TS 326.81 ' • �� �` • . . ,O \BC 325 20 • - .. , ,. � :, , _ . , , . ' : �o ` �:' ' ; BS 326.23 ; � N C 32 . 3� . ,`` j` `J , ,t ...., \ i ' ' ._._ ' ;. : ❑ if : , �, :, ,_ .. � ; ; .� .. � 326.03 q� _ 6 �,,� , t_ .._ _. .. .. " 32 04 �' �•�.., ( <:. . . "� .:.. . . � � , _. , ;_� ,,a.. . .. r '� . .. ! i 7 , � , � ' _. .-.._. - il ' 32580 FFE:326J . ' , '� ~� ,. ; r ...P .._., .._. , . '� . , ., : . �.... 328.29 ? ; � . , ,>, _ � � -�...�, .ct,,_.. `� '� j 1 _._.� , _ . . ._, .. �.. FJ . : �: ; � • TCBC ' � .._.. _.... ...... _..�� ..__. � , ��'S � �''S� O � , � 3`L , ; ��� ; 326.03 __. ..__ . ip _- s � �� . ._.. 1 � 1 , ;� C? y'�`( <_> ; .... _ . .... �.... .. , r / .. ' Y 325.60 • - �. _ . ST ;:: .r.. .....: �._ .;.., �' �j ; , _. ,.... _.... 1 t 2� , ;�t : .�.. «. , S 9 4 . � . � TS326.69 / � __.; ':, .. ,, _...; .,. ,, ., .._w � ��� ��;, � � � � �� � � ,�_� BS 326.83 .. .�: .:. -, ' 325.45 ` 326 03 ' - 6.12 ' _ `� �` �" _ �� .�- ; , ,. ; ;.,.., .ti E. .�.� � BS32 � . ��. � * � � ' � FF • 326�6 � ���. � . 326.63 �; ;:• � ,.. � � • � ; TC 326.20 �, 326.03 326.03 `� 325J0 � ��� .__ . ....�3 2� � \` P�� `•� F `� � 'v �`'�. ; W�I � ..__ . 26 � i __, .: , ' . ' � 9 ° ` 326.29 : ,, BS326.21 326.61 ,:� ' . �. `�, j� tU " ` BC 325 70 '�� � TC 326.10 ";".. ` ,.., , . (/) • ; , ,, ,.. , 1 ___ . „.. . ".1`�`c3 .1 R... , � � : r " � ., BC 325.60 ' ;,. �� � TC 326.20 ,p 0,'�, 325.70 326.04 �`�$C 925.�7 �, � ___ __ '� , 326.29_ BC 325 � � � '� � � , _ � � ._. .. _,' . . .,, _.. .. ' . � - TC 326.40 .70 p'p ❑ --- -- -- --- • `O,� O - .. . 326.90 ,�.. 326.05 TS 32g.81 ..Cf .. ...... ._ ���. ` , ��O ��C�1 : _, � ; ; ' . . , :, ,.._. 25 BO ` � • I � _� BC 325.90 M � .-. ,: ,. _ , : . ., � ,` f'� . __. �' . .._.. , .. . .� BS 326.23 • 26.04 , . \ � , �, �.,, : . 327.41 f . ' TClBC ��� 326.40 ; � _. .: 325.90 _, ! 3 I A�,O�� �Q�Q„�. 1 , ,..� - 1�:, ':: l7 C;`� ._._._. . .._ ...._ ___ ,, _,:. - . _..._ .... 326.23 i 326.29 326.00 326.40 \ ` :' , TS 326.81 , ` � F � - 325J0 . : � ' : 'Y $. > , CBC 325.67 i5 ,. ..:. � 5.75 327.21 Ii `� _ BS 326.23 � - .. '. �' � � ��+ " �� `f - 1`� BC 325 43 �.�`�324.75 32 '7 \ y+ " MATCH LINE SHEE C3.0 `. t�- 32s:ss -i ��� � ` ��:.-����;�'�., � p N 2o1so25 oa ,• .� , � � � i � . . ' :, � :��: ' ` -' roject � .�� o.: MATCH LINE SHEET C3.03 f X�° a'� � 3YY � ' 30 ` \` � �' •�•f +� ` \ FFE: 326.71 ` � Design: BCS . . � �,.� T � +,;`� � , Drawn: BCS Ch'k'd: DBH . � . .% , . _._. '��.. ,..� , _ , � �.,. . ' "b.... ._.e^ .� ^�... � F j t -•� f't, F* ' �l � .._ ` ` � N I - : . . .,,� � ,�` �. . .. � ` � FFE: 326.96 . ...-- c�. � , . �.� rl .L� -y �� .:, . __. ..._.� .� � .__ .__.._: _ ^ ---- ^ ^, �+_+ ti' � � Date: 5/8/2�20 Scale• 1" 30' . , f'� � ,. � i ' : Rev: Description: Date: 1 REVIEW COMMEN75 11/20/2020 2 REVIEW COMMENTS 1/5/2021 3 PERMIT SET 5/27/2021 L E G E N D 4 Permit Response 8/31/2021 5 Addendum 5-Bid Set 1/31/2022 ; �� � , r ,� , , � � � � PROPERTY LINE t ` , � d ° � ;9 .��a � $ ��q } a, � i � F � ;. � ��' t �h � �ti r' a � {d � i � e r 9 , . �;` � �� , _ � �'� .` � .,_,� � �. . ��., e , �s , ' � � � � � LIMIT OF WORK s , >��r" � Drawing Tit/e = • ;-: ;._ ; ; .__: ._: POROUS PAVEMENT PlanninC� Board # 20200270 Grading Plan `�' �� S50 � MAJOR CONTOUR Anoroval `� � /z''��• / ' $52 MINOR CONTOUR Approved under authority of a resolution adopted q / by the Planning Board of the City of Spr° gs _ _ ��A�,, __. -- - EXIST,�fyG MAJOR CONTOUR °� Drawing No. Chairperson ---- ---; ��� ;� --- ,,�XISTING MINOR CONTOUR , �" Date Signed � �� �ZO L �- YL 1����^---�- �'���OR�dTED UNDERDRAIN CO• ` 30 0 10 20 30 �� .0 2 POROI�S ASPHALT INSPECTION PORT ���� �� ' � � � �- STORMWATER MANAGEMENT SIGN � � � � � '� °��' Scale: 1"=30' � t , 77p� � �, , • i�� � { � � The LA GROUP � i� � , � ��jt i� 1 1' �� `�a d, d � ��� �t .. . r 1 e R V i � k �� �� � , ,. . . .;F�, t� " � .. . iu L�� Landscape Architecture&Engineering P.C. P�aple.Purpose.PCace. �s�, 40 Long Alley p: 518-587-8100 . 4;'' . Saratoga Springs f 518-587-018Q ", ' I�IY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. _r� t ; __.. , ,� f y , ',` , .._. - � � _ he LA G ro p 2021 ___ , �. , . . .. , .._ �� � , ,m�•. O� L�; --- -- -- --- p;�p ip� L �. ! � � . i 1 I ; /�+�. _.. � t� y2' � � . , . E ~ �\._ . . �,�!. . �; : . .?. , , _. .__ -... i . - �.... r , j .' � C ;3 , � . ; ' --� ' ` `\ P red for .• ' � , �_... ,. - �' . � � � � :..� t.� . . . I p i � � _ __.___ . . _ . i t .� � r` _._ . ....., ,.� i r _; �.. . � . , _._.. . � _„� � i t re a G_W , G�__ _...._. ..___.. ` _ . . , ; �� � - � _ r � ;� ' �` .� � � , � . . .___ , ti. .. L ` , .�, ��� ' MATCH LINE SHEET C3.02 - ��� � � . �_ ,� "u<� r`� � �` ;•`�F r - '� ���', N R P P ro p e rt i es L LC ,. _ ' . . ,F,. --�� � � ,� ; � . ,'` � ` ` . � ..._ .s�: -- � > . ; . � � ;`, . ?,,., � , �t ; � � 322 Woodbridge Avenue , -�., MATCH LINE SHEET C3.03 \ 326.23 � , TC 326.50 TC 326.30 �. 6': ;, 325.70`� ' 326.57 25�� NY 14214 ; Y 'rC 326.50 ` f 32s.8o „ T �' °{ :_ � � FFE:326.71 � 326.90 BC 326.00 BC 325.80 325.50 \ ,' '; � 3256 , B u ffa l o, ; ,, ' ' _. \� �} `� BC 326.00 � � �.._ .. ... ,�!.` . � BS 3�6.61 � j � . , =` � 328.29 326,60 I-� �' ,', , ; i �� TCBC 326.30 _ (n TC 326.00 r �t' ,�;t - � r� ' `,�`,`, S 3 6.11 � � �'t'��`. ' . • _.... __ ,. - ., ,_. ..,. . 326.90 ;-� � � FFE:326.96 .v.. --" � '.... ��aC 325.50 - ' _ __ �' t ; � . ' 32475 . _ ;., .ST �- [ r--- -i� ,; r-- ---� ;C�(� .p;r ;:t� 325.75 326.04 __ � f....- . , � ................. _._. ._�_ ....,...... � � I �_ n:?; � +�t 325.7a .l,` 325�0 ` i �- � I , . .. �..__. . ' �� 326.9 � 326.43 ' �;�p � �p p' \.. C 3�6.3 � FFE: 327.57 ' "' � __.. _ -. � Q; �- 326.29 � � �. �� � ` t `" 2 TC/BC 5.45 � `� :, , 326.80 �., :�, \ ' 326.33 - :st- ;�� - ,� � .. ....... ~ � � '` TC 326.53 k 326.80 � �-.� , 326.33 326.33 325.80 �� ;326.04 ;� r�` � i . ' . ' �'' � . , t_.. ",326.90 �7_.�,. �. TC 326.33 � ; '' ;e� �r' • � BC 326.03 .• 326.04 ` TC 326.10 =: !,,� 326.04 ' � �:: �,: ' �,, ,, ;::::. . �� \ '� � . �,: ,�, -- � _ BC 325.83 ,_ ; : BC 325.60 _.. - ' ... _ :� �.:�� BS326.21 ''' � f - __ _... ' . `�.�.:: ��� ,� 325.40 : .. .... ._.. .• ._:�-3, , � � 325 80 it•• ._ .__� ,, ` _ . � � � TC 326.53 -` ' ' TC 326.45 326.33 c.� _. ... ,. r� � • �' ��� � , _.....: � . , .., . /� � ��, , , BC 326.03 . '•,� ,. _._ _.... __. . _. �.. / FFE. 327.0 32s.33 �: l� f �� :� , _., ,, . . u . . .. ,_ _ , _ . _. ,� x _. BC 325.95 ;O � !�`:� �� �'��3 .72 �4 fiT� ..... ,..... , �� , ___._ _ , __.. .... ,..__ . � • .;.... 325.80 ,� ���� 326.90 `�. _�, . 326.20 < €❑ \�� �,a�w� '��,,,,�°%�' z � I , v �� . ' ° ��. 325.25 V . _... ,. TCBC 325.70 _.... ;ip ��� `�. ; _ �_. ` , �� E,: .` !�+ . , _..... ._ .- � �� . .. .� �' i , � I ,,F�.�. , .`_ 04 _ _.?;'r .i TC 326.25 5.70 - , �� 325.60 �� .... � � : �.:. �� 32 ......_ ,. , � �,� '"� 326 � %f �i : '� 326.29 ��' a� TC 326.00 � BC 325.75 �_ � �==� 'rr :_ � , TC 326.60 � � �� ' � i� TS 327.41 � �- 325.25. BC 325.50 326.29 T 6.30 -� :\:�;`�._ :.�,�.�j; � : i� < < �TC 325.5 ��; I BS 326.83 ' BC 326.10 � 326.33 ,` 326.33 �` 325.80 :'�?=:`�:�.-:�..:�j. �l,�� �, 18C 325.0 • '1 TC 326.�0 325.92 BC 325.80 "~-..�...,. 326.33 � 326.04 �~ �\\�"` ��' j � M I 326.90 BC 325.50� � , 326.06 325.80 ` . . \� . . -= � �''� 326.25 '' I I I ... \... ~ ; ��i t -��,. TC 325.40__ �'�-. ,�„_. '. '�: L___ _-J __ -__J �� �; ^: i �• �_ , . � ``� TC 325.80 : �, ,, ; ,. ` 326.65�-..-.-.,.._.... TC/BC TCIBC 326.20 BC 325.30 N 326.70 326.00 326.70 �. "� ' 325.20 4.90 �: f TC/BC 325.90 " 326.04 `� � F`�� `` `` - ` BC'32__ „ , �t t�t 325.9 tn . 325.90 � � F, Ef \�� TC 325.31 325.80 �s �• 326.54 325.9 t o � �' , �, ; ' BC 324.81 326.45 � % '� ; 2/o l ��� - � _.... 326.05 "�`�' 3' 326.60 . � .�. � TC326 2 � ; � -�- 325.80 i� 25.94 �2 '�4 +' � ;, , f an ; } ^, � 326.17 BC326 2 TC 324.00 ,` ; �\ i T.-�e"`�i�':. , � f.. �� t 325.9 0 � ;� � ;� ,�. '� �: � C 323.50� i , ;� 2 .24 �� 3 6 �,� i .,i. � � � _.. . � ., • ,_ : ; . , . .. ,. �.. , . .- .r ; . . ., ., , , .. .. ; : . ,,' . - ' .. _ ' . ., ____ ...... � �� �Q i i - j . . ��.�� �r.r� :�..� =��" � �,. �r.:-'�� .r�i. '3...+ b TC/BC 325.22 ra '�""'a',: -'r'" � `u� ,� ;;. gti 326.36� TC 325.50 TC 325.50 `�� TC 325.00 `�, ` ?st `\' � I • , i ' � ' '3' =4 HP 326.00 HP 326.60 TCIBC BC 325.00 BC 325.00 `"�`"�` S ti� + ` �„� 324.50 i+ . . � H ��` � 325.70 '�' � ' �' `r ' - - - - - - - - - � j . c; BC 324 50 324.90�, ,;��; `; , ':;r -- ��--. TGBC TC 326.50 C � , N � TC/BC � ��� '� ���325.50 ;� 32 `•t� TC 3 4. ' ' �� ���u' 325.40 BC 326.00 ;` �` �o TC 325.80 ; • ;�.�'� , � 3�3.� ,-���-- � , �'�, ' '' ,`� 'c�S;., 't ' r�`l� TC 325.50 `�� BC�.00 5 30 TC 325.00 TC 3�2�.�a BC 3�3 i �'` �' 'I ' ;! BC 325.30 ''? BC 324.50 = f' ` `ti u' `:' `�` r`� �__ BC 3�3:$b � ;+ °rw .. ' ��.OQ_ � t�M � t` ,.r.r: : -�r..,:�- . .•+��, �-�s.., . +-*�a- -�.,.. i.�. :�r�: :.��, ,�r�; . . �-.. .,��. :.-++e..�, ; �J� ;' �R h�: i 7 1 i � �� � ��r �� +�1��. � I � � 1 �, ; � ' .. � � ' Y . �� . . i � 325.50 .'., , . . - . .� .. ' U _ : ., . , , . . �U ., ,. ., . C�b , k� UD �a �l ;U -t�� . . ..., . , . . . . „ . t,rS�. . ._ . :t��R � . , : ,.. . .. . ._ . :.{� .� �' ;C1 .... . . �. , .. . , . . TC 325.31 , ': ; : : ..-.. . ___ I {,� � ;. .. . . . . ,:.. . , _ , , _ 325.60 � TGBC 325.80 T .:.,,, :..:.: ,, , : .ff.__;_ ��� � �, '+r i ; ,a., BC 324.81 325.60 � �" � �- ; �. ; 325.60 .�.. # � � ' j E I `� _ , . , ,. ,.� ,, „ „V , 3 ^ . , . . � , . � , . . . it . . ..-� . � � ;- i t �" . ,.�� . ...�.. . �, � 325 55 '' `�� � � � �� , . ; z` ' , :,, . . . ; . . � 3. i �J.� _„ � , , ..,. � , � . , .' . , '... �- ' � „_.,__....^` .� • ' . ' ... 2 �- � f ... _... , \ .. ,, v,r � �, ; �` , � _ , � � � ` , ` j `. '- y �_, � "` ; , ; _ 325.25 S 325.30 � , 326.20 N 326.30 325J5 � 326.30 N 325J0 �325.55 N N ; ��� � _ - 1$ I ``. T ' - --- -- -- --= �' __ 325.00 __ ����r��05 } . N s k I ~� ..,� ; ., j , � ..... 325.80 i--- -_-� �3 4�� ; ,. ,:. • � .., ,. Y 325.93 .. , .,... :.... �\, i � ! . : } �}ry'� . �, ._, '__ , ... :� I�.�2e'V� �� � ..� ' i : • _, .,` - .. _...._- ' � � ' ; °' I . � � \ . 325.43 � : ,_ . _� ' � � TS 326.90 T'��326.�0.:, -•325.58 �} `'; �C';�6 b0 '`t �\ � tv ` I \ ,,. - , . , .. ; ; . . TC 325.20 : 325.93 ...� „ , . ,:. $a . . " , 325.80 f� � � � � = 325 58 �" t ' � ; i : ; �:�r� ; , 'B��?5� 326.33 326.33 .. _.� • � � 325.5 ,.. �� , , BS 326.40 6.4Q 326 33 TS 32615 TS 32615 8 ; � r` \i , B� 4J0 ,-. ," -I' :� . � \ �. ;' r , __....._....__. 326.25 , � � �� '� � BS 325 65 . _ ,. ,. BS 3 _ , ; � _ , _. __ �. ,, ,;., ,- �- , . _ bz ,� . �� ,. ..`� , , `� ; ,,� .. � ... ___ ,��� � .,:, w ;'_ '';.; � _ 32 , � , ; � 6 05 , :�` _. -: . .� � ..',: . � .. . -.. TS 326.50 -. ,. . , . O; `, i + , \ __ : � ., . . :_ .:�. , i l , .,.--..,,. . .� , . . 25 65 ` ' � TC 324.80 .. 'A ..., -N, , ,:.,: _ , �-_ ,__ � ` �� � I .' ; x , ` 1. ,, e ` i❑i O' ,�: .:: ._ �....> \ � ` \ -:. , • _, . 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TC 325 05 r��r ,.., . .,. . ., i ,. :.c.:. 326.25 . +, BC 4 55 325.25 � �E: •S� '� - ..,. f� ' �-� ' , }t � . s 325.93 ;` :;' t r i -°�{�� ,� ,: . .;\ � .��'�` .�,: J 326.33 � 326.33 , TC 325.00 "32 8 �� F �` 324.30 � � E''t ,. : � 325.43 : '1 : + � - 325.30 325.58 _ � � . �,�,�.^ 326.33 325.58 BC 324.50� �r S� ' ..- `' �`` - . ,,., . . ; , . ; , � :. � s25.25 r FFE. 326.6 � „____, ,,s �,x . e = FFE:326.1 .. :, . . . o;o;�o o p,:o: �t . _. ` _ . ,,. . : ,' .,.. _, . . , . O'. i'� i � i � ;_,: � : I Gy„ , 'I ,_' -;__�..: , ._._ �. ;. ... . .. . ,� ;_,_:- , . �. ,, --- -- L-- - o' �'o --- -� `-- - , ;:�` '{ _... � 1; '` .._...._� - _ .._ .._..__ - -, . rf ,,. � , .,,.. ., .... � ,. ; . ,.- . . . . .. ` � , ,. 3 : ;.. .. . ; - ,.: ._, . ., . , ... , i TC . i z � I I � `� ; o �'a ❑; :�?�❑ .. ,. . ,,, . . '; It J J ' ,../, � -- . , , , .� , . , . , ._..,.. , :,. ...,. � 5 00 �' i l . ❑3 n !--�' � � . ;. �:...,•` , ,"% ,. ;,,:..'.:. \ l� _� � \ \ 325.43 ' r , .... J , ,:. . ; . ,,,., _ ,:. 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ELEV:322.50 ` ,,,� � ' . tu ���,, document is a violation of Section 7209 of the '• � ' ' f `�` 15" INV, ELEV:321.60 ' ' {• , F+ , , j fr? f � � � � �� � 8 �N ,i� f' ;f New York State Education Law. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30'IN ` " ' �� • •• • , �� ,�` ' ; �t ; : `, :;', ' ` � �' ,� 30 LF OF 12" _ ., ` � V ELEV 321 : , � ; � � n•.>; ; , : � , , , � � , _ - ... ___.._.___.....__.__._ , , , ; F r . ., ,. ''• ,, . , _. .. . .. � 90 _ . �.... 15�� LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE _ ' _ � .' o ' t.-- '"�'� � � �� � �--- � : ,� ; , , .� _.. .�.,__.. HQPE 0.5/0 ,. _. __._ -. � , .;.: ; ; . , : , . j _..__....._.._...__._.._______...___�....;;_;.`._ _ � ! �_ ....�=;": ; � _, _ ; � � : @ � _._........._�.__ .. n __��_,.._.�__. OWNER S REPRESENTATIVE PRIOR TO CONTINUING WORK. z ' � r = '`i'- � �.. � + � ; '� - �---- '�"..�--::�_. -- � �""��� '�` � . .- . .., � HDPE o0.5% ,`t ������ �the LA Group 2021 : . _ , � ��. ; „ , , : r ; ,� � �, _. ... _ ,� , � • � > > ; � INV EL . �• � , , : , : , , � , , : . . . , ` EV•322 65 � `� �� � �: ; : ; � . . , . , r ; . � • : ; r .. ,r ,-. r.�," . �..._ .._._.,,_ � .." � _.._.....� . , � ; .,...,,._ -. ._ , 'Y ... ' N- v : : , . . . � . , , , � .. _�.... _.-.`_ _ .,.,...,,..,„_.-. -•,, �"`� ... _._. ._._.,._...-.�, ,,..,..._,..�~",.�:i ._ , , , , : ! , t , � �..... ,,,,,,,,,,,,,,,,,,,..�.. ` . � �.. . : , . , `� ...______..... _ i '``. .: ,' . . . 1; . � . , 6. SITE PAVEMENT SHA E ; -�� �:' �f � � , , :_ : ; , , ; , � �.. ...�._; ..... __..__._._.._ _...,... �,, ...,, ��... ���.�::.., _.. :�z.t..... ..ti ��;: FF � >� LL M ET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH . � � , � �„ ; ��� ., �., .�..,,,p `�, . �'t Prepared for.� ADA ID I � _ � - � ` f�., GU EL NES. ` � ' r .. , � � � :, ,, ,r ,�., � ..:�,....� ; ; 1 ' '� r ' i r e i `:r` , % f� �\�� ~t �l�� I ? , . r r ,. : �1 . ; • , . . ,`: ._ _ . . �� . , ' • 'I `t ' ; '': .'i ' . _. ... ... � ,._._ ;�� jj �� �"\`6S i ? � . . . , �i ..... '" t . . : : . ; r e .. .. � .___ ....%� ,,..�^` � .% ��..... � ; : ,! i. 'e ; r ' � e � r t ,�F: i e .... : ............... . ......,........_._.. ...._._,_ . . ` �.t': !^ - `_........._ . �,� t..` ' � � ^ "' �F P"}'. 1 �� .�`��� ._. \�� .� ..�� - , • �.� .�........ ... j _.w_.�_�� : ,,, �..,, ;\\,��...�.._,__,�:t��-���__=�_....::.:���r�-........ . ... ..._..__..__.._.__ '��� F �; ; ` ��,, N R P P ro e rt i e s L LC , _ .__._..._.__..___.._ , : : << _ . �i:;,� _: . �;.� � _ � .. ,: �., :__._...__.__...__. ... _ � 7. ALL PROP �� :: .._�, � ..__..._.._ � _._.._..._._.._ _ . � � ._ _.._..__..._________.__._._.___..___.._._. _..,__._..._.__.__ _..._ ..,_�` „�� ,; �.,,,�,.___.,_._:;����.._ ,f p OSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES(6 )ABOVE BOTTOM OF CURB ' � :�' , .� ..__. -�-.-------- ._... ..._.- .rf r�-_. �����. �` � � i :� ,� , , � ,, . . � : . __ „ , _.__.. . . ;� � ;I f , ;'+ , ?�i ',' �; ,:�; , ,:��f � ii i f�' \ � ._._,.._. ....,.._...._.._ _..._............... ...__,_._. ._ "^�1�:,:_:,,, _._._�._. ._ I UNLESS SHOWN OTHERWISE. ,��..;; : > > ,� ; , _ , : : �� ._. __. ...__.._...._...__.___.... Y.r_.._ ���� venue : ; ,.� .�. . �. .. ...__,., - �.,, ; ,� '' . ___...._ __._ _._._,.. _.._.. ..,�,.._.,;�._. .��.. , , . ,; . . � _ _ ; � , , . ' , ,,� ' .�' ~�,�__,_,._ ., Woodbridge A . , , : , , , . . , �: . , rr-- _.._____ _... � ,,�r� _ ��. • ; , ; � � � / ; ��... :, ...��_.__�.. .__�_._._,.._,_.__.. ._.... _ r_.�_._..,_. �._: __......._. ,� � • , . � ; � :; �t ; : ; ; _ ..__._,_ �r. , „ : , ,. ,, .._ : r.._.._, ; f i; ; . : , •: �: , � , ; ;� ,.-,.F �,. �, _..__..___._____._._.___ � , , : , -- , , , r r ; _ . : , . : , : , � ; _ , , ,� � � ; __.__...____. , ���-�.,�.,_ ;� B u ffa I o, N Y 14 214 ._ , , _..._._ �.. � STONE CHANNE 1 3 �` ��-����_ � .: �. �� _..__,�s�� __._'__ ?_ _ � � :,; . , , . ; : : , . , , ��, ,� , ,,. r STONE 8 DEEP MIN. . .... !�.. �__��...,._._�_..`_;��;,\_ � f �.. ._. ; :� 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF ` f"� t ':�� �'.',�` `'`_`; � " ; ;` ` • ' f � �-t � � ; , � ' '� ; ` ' ,','; ; ;<; ' ; ,, , ��' p e � _._._....___._._._....._____..._;��_....__.._______....__._.. INV. ELEV:321.72 :�� ,� THE EXISTING PAVING ` � --_.---...__.__......_ � µ ; / � r , . . / , � r , ,� . , j , . ' ___.__ i ;� � f ! 1! e t{ !( ',r + °�j f i` ?i /� !� � 1f __......___.._.__.........___....._....., . __................._.....__.._....._....__.._,..._.. �' .. . � i � � f ,' !�; .�. � t� ; . �; ; ,, ' . . . , � . , ,. , . i ; �� ' ; , f ; ; r' ., � i `'�� ,� ..•``r � ,," , ; ;; ; ; ;; �, ,� ,'�f' ' � 8 �..:tp? �.,`���. `�' _....� � .t « r'��� 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDIN A ' ._....._..._.._.__,__ _ �; G REAS AND AT SAME PITCH AS . �� ,11 J f ',_�_` `�� ,F DOWNSPOUT � __,.,.,,,..__.. _..._...__.______,...„_ ,,, i , . . ...� __ ;� ,- r: ' � . r � , . , ;� � , . , ,F ,_' _._.. ...................._._.._....____._......_...,� ++ �`i ;_ , , ., : f , , . � . . . , . : : , .: ; . _.._....._._ � , ; C5 05 �� \ \\� ___.. / , , ; . a. . _. _.__. � -�� � , , . , � ; , . . ; � _�.,�� � 1_ - �. . �' f _ .%;� SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT T RB ET RA � � � • - : . � : f , ; ; . . TO DAYLIGHT �.� � � ` � � ' ,., � 0 CU ,S G TE TIGHT TO FACE OF ti, �, ; , , r . ; r , 4, :�_._._.. - ; �-- ,� CURB. ,...a�:. . ; �,f , ,. , r x ,�. , � . f�± -- - �...__i _. ; ,, ,„�.,;, �._ . , � , , i s ,: _ , r,: : � � ; r � ;' . � _........ - � ;' ;. , , , . , : :�, ... ._, . ,.,�.. ; .- _ .. .. ..._„ ; , , j �,,; , r : . ; '�* ; �� of. _......_ �` f � ; ; . , , , ; ,� ; ; . ._ .� ...__._.._____.....:�.. _ fI f�. f , : ; . ;� . , ; ; '�o ,f K,� . _.._ j�it .. ............_. `�..� , , : , . .� � . � � • , r : .\ ._._.. _� � +,r: .. \ ti . . , . _ � z,; ��, BLOC P �� TO SP SH ' , . � .. n � ,. . .._....� .�. ; ; ; , . , . , . " . . _. �• , , . ; : , i.. ,::. :�< ,, , ._, . :�� , � , : : : i,� r . �4 � '� � .� � `ti ti 10. EXCAVATION RE UI � � _ . , : , _ . \ ` r . � �...�.... __.. � . _.__� Q RED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. ' ' ' , ; f , , , , . , , . , , ; ��: �.\ � � . �- , : . ; . . �- •. . , ,. �� \\ ... � , . • , .._ : „ t „ ; � ,�C/ . �,• �� � ,... , ' ,. . .. , , : .._.....<:.� .............� ,_._.... � , ` ; �` I CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED ; ; ;�` ' �'����_�`�`�, ` ` `;` ' ,r t� � �, �` `'�, ':, �� ` � ''��`' '�"� � �' ,� ; DURING CONSTRUCTION OPERATION + ' � ' � � � � • � -- � � �.. ' _''� S AT NO AQDITIONAL COST TO OWNER. ` � ' f �.�� x . ,� i ' ' r�; �'_ � � +f`' \\ it ` ,�., : ,� , f , , ; 1 . "" . , u ,� �� � , . ;` � .\� - ' r ' • � ' . j� ; . � f � r ' te��' t � , , `""3 . '�� � i' i' ..�f'�' ��+f". ;ai`.. .' , � ?; ii;. �;, . 1.: : ; : ; ;� !' . i''' / ,- ,.\ `� `l J,% `l,��, :�' . � y . 11. CONTRACTOR SHALL TRIP AND T KPI � ' ' ��'�' �` :� � '� ' �� 3"``� \`ti - �� \\�.� _ � - � S S OC LE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF ;� . r: ;_,:: ,, .•� i . ,�_ :` ., � � . ; � �.... . , , , 'Q : �_ ; , - � � ``� t �'� . _ -� : . ;• ; , �., , , , : .. � r . ,r , ; , ; , � ` -- . ' ; , ;;,,; ,, � , ; � . , ._.�t � . �� �\... � , ... , �. � ,, , � .. ; GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE � � : << _, , � ; .� r� ,�',, . 3,- '_ ; _ L f� ' �'._ .-., , , , . . : , , , ,�: , r,�,�� . , . r; . „� , : ; . � . : , : : , :: , ,� ,. � E � � ':. � �. ......a; �� oi o�f REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER.TOPSOIL SHALL BE � : ' ' ' '_ �`` � �� � ' ' ` `�� � � FFE: 325.77 . .,_, \ � � � � �''�� �. � , ; F ��; ��:, � � _ � : �- STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. ?i,` ; ,• ' ,_ ';`��; `';_'� ,:j`;=` r" '� ' � � � �- . `'' \�_�:;;,.. t' , �`, 115 LF OF 8" FFE. 327.57 � '`� f ' ` t � f `\� ` l � `�. . o I- „ � ' ;�' f` ,' , '` ,, ' ;� ,;' ; � . \ '� ` �� ':.. :.::.:: .. . 4 ,. HDP @ , o _. � 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6 MAXIMUM COMPACTED ` � ; , �', �+ ' ' 'j �J � ,�;. . �...� .. , ; , � r� �, ,� �l ,� f` ,�r � � �-- ____ , � � �. .: � ; � , , , . , , � ; ;r ; , ;` � ,\'�, ��� CT " � LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL CONTAIN NO GRAVEL LARGER � "' _ ` ' � �'`� . , � , : _ :;; , . ! , �, \ �. � ;,�,; ,� ; : : � ; � ; , � r. r_ : �, ; ; ; ; ,;: . , , , � ,. , : ��.. HDPE TO „ : ............ SP , _. .. ._. THAN 2 AND SHALL BE MPA TED IN A = _'' : ��"'�r r `_� f:f; ` �� � �:��: � � ... `�� _--.- -.- - , CO C CCORDANCE WITH PROJECT PLANS AND DETAILS. ; ; ; ,. ! � ��W 'f , � t ,, �_,� ,, : ;,� ,, � t� �,�';, TYP.N FFE 325 55 � : r =, •: , ; , `�._.. �� . . ;. � , . ..- ; : i � �-, t , � ' � �; ; � o�O ASPHALT r` \ ; ..I,,, �, . ff , _ : . � 1 !I,,�, r�:;r. . . , ; \ .�� �.� i i DU� ; : ' . , � :. - . � ,,;;i; . ,,, : .,,:E ; : c � :o,;q ;o; - POROUS � � � 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT ;' ' ,f . ��_;��,�;;`. : � �` ;� f �� r� BOTTOM OF 3 ` �\ PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. `� � ,� ;� ,'�:'r'�:�: ?`< <� STONE: 321.5' �`� . i C 'LLL� . ' �`.°� � � ''' ; �, r � � ,''' � . � •� r� �� <.�' •� • � � 1i ; i \�, . : 6"HDPE YD-20 '� ` � # ': 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY ' �'� ,A;, ��, ' i ,� t HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. � ;t 1 �� ' `� r � ! `�'rA , ' ,_ �; ; :�+' �'i ` � �;� � , . _� �" � � - --- ,�,_ , .� .� t �•�� �r����: � _�:: � '+ ;\ I � _ \~i � t� �t � ; � _' �:';.�',i , ,, ! ; ;, ; ? r'+ \ ,..� �� ::,^��,,' _.._,� _ ._ ._ _.:i�; __ J� " - .._ j _:. . I ;` .... 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING ; ., V ; ; , � �► ; �,,, ��1Q,� p�' :, cn ,,� , � _...`� E � , �. , �,,�, ; ,^ JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE • '��,�� 1` �i ,� �J;�,',��=1�;'�i';`� i� ' ,` _�:'(�%+ , , i`� � �������� � �� �. ,„ ��. -.. � CONDITION UNTIL COMPLETION OF BACKFILLING. � ' ' "" ' ' ` F e � � j J : �i , �• � � � �/ V/ 1 e i i � ' � '� ' j : : , f r (+ �A� j ti _.._......._ . _....___...._...._..._..._.___.... ..,�� . . y f i� ,�'" �(} t ' �e� + F i� 4., i.F ��W-W-2. :� ` e i • • ( • ^� i � i : J : i : titi ��.v .. �. � � .. � ..� � .... f r + . . .�ti`\\ �. :, � r r�v e � •�� : i . . . . .- . :.�. . ' : ..�,.�-. � � � : � ..'. ..,.... '. .:. ... . . .�. ,.. . � ' , '� '� '' � . . : : i . ,..,, . . . ....� . .. .. �, � � 16. THE GENERAL CONTRA TOR SHALL MAINTAW ''i ' \ r- -=:--.--�' =�-y--�::: i��y C OR ADJUST TO NEW FINISH GRADE AS NECESSARY , ; :,�„(� �J�.,,,.,, ., �a_, , . ' r`?, � :�. <� : � ,: '�� � , , ,, . . (� :�'... < <....- ; ;- , . .�r ...a�..r.y.: '��... :�'�..r..;ic'..,`` %�r , rx V!... �� _.;���: ����� ..��y� ,;r ��.., � .. `�� .,�r�.�`: ,. '. ra�`�.��'�3c: j' irr.� �i�,,- ,.,.. � ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES,SIGN POLES, MAN HOLES, CATCH ` •' � � . , : . �, ' ,,' �' ' ` 't i !Y� ,, i ' �s� �� ,.._ „ , � ���" �s�,�..._... ��._�.� � r,�`�-�_..�. +�..` � BASINS, HAND HOLES,WATERAND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITYAND '�, % ,'; ,� �; ;�; � �' _. -�.._,,,, � �.�� �'`� ���- ��� `-� --__. \, -� ��. " r f�""`�� �... ���_.. % , ; j t 3�_ � ..- � � ��, � SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTEQ BY THE 1�'� `'`� �'��`' � 6 HDPE INV 322 2 ' � OWNER'S REPRESENTATIVE. ,��'`,�;, ' � `� �_` � � ��\\l J . ��i� �� \ .. . ';`` 6"HDPE INV.: 322.2 <;`\ ` ,�,}_... . . ; � ; ��' ��.',��.,._ , ��. . "'' \ ��u�`= 1 ' f � �' � ..- �� f�" 6 HDPE INV.: 322.60 ��, �:� .�,�,..:r,"..� ,, ,�..,..,_, .,r-r,,�. �: ,--.-r:.. -.�., .,�, �..,,,�.. ,; , ...,... �-.._..., ; . ............... ���.,._._. ` �.._._,.�,.. � .......��. ,�_: ,. �r'� ..,,. .: � :._... . . ��. ,�; .T-.�„ . . ' .�'"•�. ��.,, �..�,,,...,_. .,. � : ,_..., . , . . ..� . : .,. , ,_: .. . A . ..;.,,:.. , --'es_,... 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SM THLY INT EXI TIN PR T � �_. �.,f .�. :. �� 00 0 S G, OVIDING VER ICAL � j,� �. ,� ; sr ,�. ,� �, , �... � H P 6 D EI NV.:322.3 ���. 6 H PE ,� D ,�f' ..,� � �t: � �, 3 + i�' . _ �'� , ; i , , �,� � �.,,� : ;�': � ..ti ."..,,,.� ,. ... ...� ._� . -,.,.,.,. `.,.,"" `.: CURVES OR ROUNDINGS AT ALL TOP AND BO � ' � � . � � r , f `�- � TTOM OF SLOPES. ; e ; � , , . , , , , ; ....., �•_�._. -��..��..�__._.__...._..____.__.......... . _.____ .._._.._.__.... .._._., ._ .��: ` i � � r � �� �` INV.: 322.3 . .�. , , � . � � � , ; . , , � .� , , , £ _ . T. , �. � \ .___._'_._-, ...........__. _. �` _. .. . .._... _ . .�� ' : . ': t : i +� � i.� ..,.,___._.._..........._..........................____.,,__._ �\. `C �...., t.,� ..�\ �.� _..,� �e-Y F , ; , ', ,� ._,,,\ \ # �.., .._... :, �F ;` ; ' ? , ,r ,' %r ;: 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. , ` �: ,' ''� ' � <<� ��, . ,� ; i � '' ., ` DURING EARTHWORK OPERATIONS DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE \ ' I ' ,, , , , . , r �, ; U �w _ _ _.. ,�. II ! ;�� F,.r� j . r :� . r i j't `i �i V .. ...- � \ y: _ ' � '� N M A I N T A I N E D C O N T I N U O U S L Y T O P R E V E N T E R O S I O N O R D A M A G E R E S U L T I N G F R O M C O N C E N T R A T E D � U� _ � - UD , D 1S ; `� .._ _ . : , ; , � : : ... � ...._. ,. `� __ ... - -- ' ; _. '�. ,,:;. _. , RUN OFF.WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR .x., ,' -:�. ;.'! `` `'„'. ` �' -- �e�� ,'<,� ,`"� ': ;: _ - - � "-` � r`�� i r -- -- '; i' �,\ : ..r� i � �. : , ; ; �: , t,, <f' r=` t,> ': �� � i�r�� I `` �'A+ �� �`�...._.._ . ! ': I UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND `' ' ' : _.._ , q � : � ;�,r ' . .,Y�f � ' i n .\ � � L \, t��'� ��� �y� f � � APPROVED BY OWNER S REPRESENTATIVE. �� � „ 1 , ; ��� '3 r;,��;`i;`�,,� � f'� .."� \� �.^� CONNECT 4" POROUS ��= t � F►SPHALT �� HDPE, !�' s`� ' "� � _ `� `` ` YD 2 RFO � -" ; : ; , , � ..�. ..� � 19. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/SLOPES NO � `' � F=�`'�'t ,., � � ` � ` ` '_ TO., F r,. ,,. ; , , ; , � , ,,�,;_ �[70VVNSPOU�" T� BOTTOM 0 �E RA D .►�. � ;� , � �; �_;�._� ' STOP�tE:,321.5' _�<� £ �,. STEEPER THAN 1 FOOT(VERTICAL)ON 2 FOOT(HORIZONTAL). � i ;�r ,��?.'' p;p; t�� `.� � � � , � ....._ .�:s#�:' �" > W',' r� .. ._.__.. TYP. , �r � tj � _ _ - � , ;� , , ; r.�, ;' .,._ � 1 l ' '` I "� �� o:: FFE: 325.55 :o: "�7 :�; ' ; .�' ; . , : :`� � .F . � . � _; ; ; ; , :� , : ,� � . . _.__ � � ..�. ` • ' ' ' �` LIMIT OF WORK � � � P � ctTit/e � . , °� . . , , , . . },-�. ro'e , ; , , : , , ..,, �. � : / ; , 'i 1 ' : ,, : ;, ; , � �- � , , � _�:' � : . ' ; : , : , , � , � ,. , ' % , � r : . � . , j .�. >, ` .. ; �, : � ; ; : �� YD-1 � � ane Reserve ! � ;F�� ' t f ! i: � 1 I !' : : .. 1'. POROUS PAVEMENT NOTE. ��� -_�:��t � � i i E -- - --.. .- --. � � , : , , �, � 1 . . E , � � - t< < i i , ; : ; . _._ ._ ��� �� .. . - .... __ 6 HDPE, : .... __ , ,� �� '�'�RFOFt�4T�fl..._.. 3 . ait L : , . , , , . :�� , . _ � . , ., . . ,; ; , .. `� � . y(� , ait Lane \ . . ,...`.. ._,�a. �. ........ ?.�$ .i i-'�M� �e F � "�'� -. `i �.. .�...� r < < , `� .. � '� � ' �. : ,,. . , , . , . . . �� _ ��, --�7:_..;_� f❑:._. �_ .� f�7 � i . FE. 26.1 IN AREAS OF PROPOSED POROUS PAVEMENT EXISTING TOPSOIL SHALL BE REMOVED '. � ' �� � •�` _ �..-.- � �" •� ; ! ; ; � , �. �,, ..,.. �� . � �: ._.. _ __�,~ •-- � _ , �� 3 I `` Saratoga Sprin s, NY 12866 � ; : , , . . � .. �. - 9 `�_.. , � i.1.. \ F AND STONE PLACED ON NATIVE, UNCOMPACTED SUBGRADE. POROUS PAVEMENT BED E�' ' , ��,>�, _'� " ' ; , - \ ,� - �:. ` � DEPTH SHALL VARY IN DEPTH TO ACHIEVE FINAL GRADE. `� �, . ' � `, � � �: '� f � �` ' �.. ,��' ' , ;! t`� �' \\+ � t'' \`' � �,� � , � � , , � � .. , , : F- � - _ ;r .. � , � ; � � ; e`: „ ! ' �;>,4,. ........ I \ • i j j \ „ �' .j r ��" / �` . , j i ; , ...._- _ , , � , 'i I je.,� � I :.N r=. J ; r � F`. � ',�,, � � r �. , � '�;a ,F q 'e 3 � � � • . F' ` _...1� l ! %� ! e i !' ' � . e � � t � � �. �� i. r I ,�i . .� � 'et L ? , j._.. I � t`i �� 'l � � J �f � I f T�� �:- y � 4, � • ,,f . te L �\ S^" \ ..Z, 1 ,�l � •' '� : . , r � t ` ,.. ..i 1 ( � �� . : .. ' . . -." '. , .... �.S . t:`t �X W. . 1 I 1 �7 . 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"� ` ,' , t i -f ��' ;�� �� ��������I��� ���a�� � _�.�� ���SS�a� y � �� �� it f ', f � � � � ``'C�� ': :�� j� f �i<Y '�``�� , ' \``<as , \ ,���, F �`J f `tr �'_. � ;� � � ;�,` Project No.: 2018025.04 � ;� r `� -f' /` \ Designe BCS ; , ; �. r; ; ; ' ` _ ._._..;. R� i t�, Drawn: BCS Ch'k"d: DBH /' \ � l. � ,r . • . : .� T . , t `\,� � . a�����. t,� .. .. �� \ Date: 5/8/2020 Scale: 1"=30' Rev: Description: Date: 1 REVIEW COMMENTS 11/20/2020 � � , ,��,_,� _ ' ' �� � � ' � LEGEND � � �tP � , � � a ,� � k � � � J� y y� ' 8 � x A� � k �� 2 REVIEW COMMENTS 1 5 2021 �, ' �, " g �p ' �; �` 1 , ��'`�� r 3 PERMIT SET 5/27/2021 � , i<� � . . .��S ., J�.1 � B ���o "y L , i� , .'i�i ,� � � " , ' "` " � ,'" Y � ' , ' �, ~ '' ' � � � � � PROPERTY LINE espo 8/31/2021 4 Permit R nse ( �� ��<� � 5 Addendum 5-Bid Set 1/31/2022 � �rw � wwr�i LIMIT OF WORK � 4 � YARD DRAINS ' ,' . ,' , � , o� �„ , , , ,,,: . STRUCTURE RIM INVERT (PIPE SIZE) INVERT (PIPE SIZE) r PORous PAVEMENT c5 02 YD-1 324.50 INV. IN (E): 322.8(6") INV. OUT(W): 322.7(6") D�awing Tit/e YD-2 324.50 INV. IN (E):322.8 (6") INV. OUT(W):322.7(6") -�---- -- ��G� -�-------- MAJOR CONTOUR YD-20 324.50 INV. IN (E):322.8(6") INV. OUT(W):322J(6") -� ------- ��� ---------- MINOR CONTOUR P��nnln� pO�r� � ^O^oo �O �A��� -- -- EXISTINGMAJORCONTOUR Drainage Plan v < < � .. ----- --- ��� -- ---- EXISTING MINOR CONTOUR ,. �proval � 8 �Q . � ` '¢ j �' ° � �J� PERFORATED UNDERDRAIN °`°� , ' �� ` �} �" � Approved under author,����fi a�e�°ofu�on� adopted. � � � f � �` ,° ry ;;# �� ��� � , ; by the Planning B�rff�,.of t�i��,C�t � �a S in . 9 oraw�.,gNo. , � u� , . �, � POROUS ASPHALT INSPECTION PORT C5.04 ,. . Chpirperson � v STORMWATER MANAGEMENT SIGN 13 . 30 0 10 20 30 Date Si ned � ??o Z 2_- C5.02 �3.04 9 8 '°� BUILDING DOWNSPOUT TO DAYLIGHT C5.05 Scale: 1"=30' n �. _._. _.... . � ___._... � � - ...._� .. _�..M...._ � ,...._._ i, l . ..._.._..... __._ �.: r,.. _._ __.-� , � � , . _... ._.Y E ,. ._ `� ._- .-•.... .....-.�. t '�� ti_ '. 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N RP P ro e rti es LLC V-NOTCH OVERFLOW WEIR . � � � TOP OF WEIR:321.25 `�����5� �. , 322 Woodbrid e Avenue .�"`� �� '� C5.05 g -�. ..._ ��� � � „ ,.__ � V-NOTCH INVERT: 320.50 �" ���� ��-- __.,.,_ Buffalo, NY 14214 � ___..._....._;:::��:::::::::�.__..._ ,\_ / _...._.__.... _ .._..___ ry �.�..._.�.... �` ._._... __. ; __. _.�....._ �.._... _.. .__.. _____ .___.- , = ZF t � �.�.. . _, ...� .«.......... �......_....__...,_,_....,._,.. .�...- .�....-._..�..:::�::::::.'_..__.�__.........__,.,..,.,.�.,,� : _ ._. _ _. ,.. .. . � � ..._._.......___......_... y � ....- ..__._::�w._._._... __., , .% .. . ......._-� _,��;;;aj ......._�.�_ ...__...... 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I�._.. �� � C? � �� ���`�� x '� � � ,� ,' ���; � �QA 4�13'3°-� y�ti� �:- � 'P � � �..F .V� � ,' ' � '����ss��� / \ \\ !:. � fr _ _ _I l4 �P /� • /� `'.� � � YARD DRAINS LE G E N D Project No.: 2018025.04 / � � ' � - - � �� � ��.�� �` .�' , �' ` t -r � � - - STRUCTURE RIM INVERT (PIPE SIZE) INVERT (PIPE SIZE) INVERT (PIPE SIZE) Design: BCS _.�_.� L _ _ _ _ _ _ _ �°„� ' �` � � •. : -- � � � � PROPERTY LINE �� �: , Drawn: BCS Ch'k'd: DBH � �. '; YD-5 325.50 INV. IN (E): 323.37(12") INV.OUT(N): 323.27(12") - ✓ '� ��- n` ~�- � � �t LIMIT OF WORK Date: 5/8/202o Scaie: 1"=30' ,� ` �'; --'_' ' .�. ` \ DRY WELL �' --.. - . . . . . . ,_ , . V (S): 323 00 (12" I V IN (E): 32 4 (6") _ ;. � YD 6 325 50 - _ ., � . .F � . '' � � RIM:320.20 ��, F �� � YD-10 326.00 INV. IN (W): 323.5(6"} WV.OUT(S): 323.4 (6") - \ POROUS PAVEMENT 3 Rev: Description: Date: �; ; � ........ _ ... � , �' : �, . , `� INV. ELEV.: 315.20 _„ � ��� i 8(6"} 0 (4") 7 (6") C5.02 1 REVIEW COMMENTS 11/2o/2ozo ` ; . � ,_, . , , : ; � -_. „ , YD-11 326.00 INV. IN (W): 323. INV. W(N): 324. INV. OUT(E): 323. z REv . ... , F '� ' .'.. ._,.. IEW COMMENTS 1/5/�021 : ; .. � � -_�, �...� t: :. � ,, :' , � �: ... ___..____ , , `'` .,, YD-12 326.00 INV. UT(E): 324A (6") - - � MAJOR CONTOUR 3 PERMIT SET 5/2�/2021 � _.._._.... L �.,; . � '�\� .��� ��.. ...,. , YD-13 326.00 INV.OUT(N): 324.0 (6") - p 4 PermitRes onse 8/31/2021 \ , � , .. ._... _......._._...._. ��� ______......_ MINOR CONTOUR 5 Addendum 5-Bid Set 1/31/2022 �. _ . YD-14 326,00 INV. IN (S): 324.2(4") INV.OUT(N): 324.0{6") - �.._ _ ; ; `�.� ,..` �� ` `... `. . 2 �4��� 2�4"� � �6��� _ ���? ...... ___ EXISTING MAJOR CONTOUR : � ;; , � - ---- ---;�-� - - - YD-15 326.00 INV. W(SE): 324. INV. IN (SW): 324. INV. OUT(N):324. �. , ,_ _ ._ --- �°��'�" EXISTING MINOR CONTOUR : 1 ��. ...._ ._ � ` ___ � _ _ _ _ :_: .:_::_ �._� �:.: ..�. YD-16 326.04 INV.OUT{N): 324A (6") _ _ �._��: . _. .. ____ - _.... .....__ ........ ,..__ ......_ ....._. � ` ` YD-18 325.25 WV. W (N): 323.1 (4") INV. IN(SE):323.1 (4") INV. OUT(W): 322.9(6") �JQ PERFORATED UNDERDRAIN Drawing Tit/e ALLEN DRIVE ,.. - ��� �� p p co� s, - ;. __ ....... ��:, W _._: ...._ YD-19 325.25 INV. IN E): 322.8(6 ) INV.OUT(W): 322.7(6 ) - POROUS ASPHALT INSPECTION PORT 9 ;..,_ _____. ____ _.....__ .. ,... �. --- -�:: . .., ___ _ __. ,._ _.. , <, -- � :�_ � � . � _ , -- ---- .. Draina e Plan , _ _ _ _ ::::.. . g ~ � _.. _,.:_..... ........_ .__�;.;:�� .._........_: ,_ ��..._� ..._._. _ .,- _ _ -:... . _ . -cr- STORMWATER MANAGEMENT SIGN � ____...._ -.�._. _��._._ ___ __... ... x .-::.. E �`�ti..._. .._�.: _OE..__.. _. ____.._. _.. -OE OE OE E �--�A- OE pE ' • A ; _ ;, , � � Ir�! I�t t�1� , � an oar r , � o ning � � __ __ .. , , r 8 � � 8p�roval -�° � u' a BUILDING DOWNSPOUT TO DAYLIGHT C5.05 e; �. r .: ; _.. _,.._. _, Y._ "' /\ , .. .___ ..... /\ \ by p he ePlann ng Boaoritof�f e� r i f Saratogae Spring� ' �9 ?� 9 r Drawin No. / \ / �. / � / \ � � � � Chpirperson ,• � 3o a �o zo so C 3.�6 Date Si ned �` �� � L�-- 9 Scale: 1" =30' UTILITY NOTES WATER SYSTEM NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962)AND THE PROPER 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". � LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION 2, ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 350 P.S.I.PRESSURE RATING. ' � f ,�, '. . TI I l., LA G ROU P WORK.ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO 3. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF � CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY r , �'� � `�ir THE CONT�CTOR. �.. Landscape Architecture&.Engineering P.C. ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL BE REQUIRED TO I � � 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILIN INSPECTIONS BY THE VERIFY SANITARY QUALIN.WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. � �� � ``" � P�aple.Purpose.PCace. � SARATOGA COUNTY SEWER DISTRICT#1 IN ACCORDANCE WITH THEIR �� �" ` 40 Long Rlley p: 518-587-8100 RESPECTIVE REQUIREMENTS. 4. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET(EDGE TO EDGE)BETWEEN ANY WATER MAIN AND ANY � � SANITARY OR STORM SEWER.THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN I �\ � " - Saratoga Springs � 518-587-0180 3. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. � �� � �- .. � I�fY 12866 www.thelagroup.com LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. �� � �� � � 5. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. � � 4. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE 6. HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-423 AS SHOWN ON THE DETAIL. � � Unauthorized alteration or addition to this BY HAND. \ �� -....,, � document is a violation of Section 7209 of the 5. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE 7. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT(CLOCKWISE). � � New York State Education Law. UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 8. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY,AND ALL UTILITIES \ MAY NOT BE SHOWN.THE CONTRACTOR SHALL CONTACT DIG SAFELY NY(1-800-962-7962)AND THE PROPER LOCAL � � �the LA Group 2021 6. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING � UTILITIES,STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE UTILITIES BEFORE COMMENCING WORK.ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE �` ` DURATION OF CONSTRUCTION. PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. "� � Prepared for.• 7. PRIOR TO CONSTRUCTION, CONTRACTOR MUST FIELD VERIFY GRADES OF / ' ` � ' � � 9. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO � , ; ; 14 ` ",,. N R P P rO e rt i e s L LC EXISTING SEWER MAINS TO WHICH THE NEW SEWER WILL TIE INTO. NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE, r x ` ` ' ' ° s' ` " �1�, � � .r + ' 1 x� « ' � G � �a X t; �M } � G: ��` '� � r` � ' � ` ° `r � � ° � '' fi �� , '�, w� � � 322 Woodbridge Avenue ��� �$��� ' �� Buffalo, NY 14214 SANITARY SEWER NOTES � � 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE � SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT#1, PRIOR TO INSTALLATIONS. � ELECTRICAL THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT#1 5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH � p p � , TRANSFORMERS STANDARDS. OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. � �� . I 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 SPECIFICATIONS FOR PVC PIPE,ASTM DESIGNATION D-3034-78 OR LATEST FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION DISTRICT#1 STANDARDS, :�: SMH-7 I SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS. 6. LOW PRESSURE AIR TESTING IS PERMITTED.TEST IS TO CONFORM TO UNIBELL RIM: 325.45 •• • • • • • •• 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE PVC PIPE ASSOCIATION, UNI-B-6-98. / I N V. O U T(W): 3 1 8.6 3 SUBMITTED TO AND APPROVED BY TNE DESIGN ENGINEER PRIOR TO THE 45° BEND AND PLACEMENT OF ANY ORDERS OF SAID MATERIALS. SUBMIT COPIES OF � � THRUST BLOCK,TYP. � FIRE HYDRANT APPROVED SHOP DRAWINGS TO SARATOGA COUNTY SEWER DISTRICT#1. ` ELECTRICAL ASSEMBLY / � TRANSFORMER � r- -� r- -� �� F / � 6"DIP BLDG. # � �, � � F / � ELECTRICAL � +x� � ,� � � � � �_ �,qTERAL,TYP. 6"x 6"TEE WITH (2) � , . , TRANSFORMER '� � 6"GATE VALVES s FFE: 326.7 � I AND THRUST BLOCK� INV.319.25 � � � x� / � SMH-5 , I �� � ��� L- -J L_ -J ��� RIM: 324.9 � I � � �J es INV.319.75 6"DIP BLDG. � INV. IN (N):317.45 J � � W_ LATERAL,TYP. p i i i � 0 INV. OUT(S):317.35 N � � 45° BEND AND � FFE: 326.71 S"x 6"TAPPING SLEEVE � 6"DIP BLDG. _ THRUST BLOCK,TYP. LATERAL,TYP, r- FFE: 326,96 ��� r-- -� r- --� ��� WITH 6"GATE VALVE AND � \ �r FFE: 325.77 J o � � � � � FFE: 327 7�� I �°� '�� i i { SEWER CLEAN r THRUST BLOCK 45 BEND AND 176 LF OF 8" `� �' OUT, TYP. � � ' THRUST BLOCK,TYP. SDR-26 @1.0% �� � INV.321.0 � INV, 319.75 6"x 6"TEE WITH 6"GATE " � FFE: 325.5 FFE: 327.0 VALVE AND THRUST BLOCK, � � � 236 LF OF 8" INV. 319.5 �; INV. 319.6 SDR-26 @0.5% � � D INV. 320.07 � TYP. FOR ALL LATERALS ���� �� ��� J! J � L- -� �- -J n SMH-4 ; � `� � � 290 LF OF 8 � � RIM: 324.50 ; � ' �� � - N 6"x 6"TEE WITH 6" _ � SDR-26 @0.5% I INV. OUT(N): 318.32 � INV.319.9 120 LF OF 8 - ; � `�'� � � # i @ THRUST BLOCKD � � 6 X 6 TEE, � SDR-26 0.5% " " GATE VALVE �� , ,� �� I AND THRUST BLOCK � � � s SAN SAN SA SAN S SAN AN SA SAN � � I � w H� w vv r - - - - - ,�, -W �' � � + 6"DIP _ 6"DIP M.J. END CAP AND Z THRUST BLOCK r ,� � Z a # � - � � , I � � FIRE HYDRANT � o C� FIRE HYDRANT SMH-2 � � � 6"SDR-26 SEWER � r- , (A r r- -� r- --� r- -� r- - ASSEMBLY `� �- ASSEMBLY INV. I NS): 316.��7 Z I �� �� INV. 320.0 LATERAL @ 2.0%,TYP.- D � � F O R A L L L A T E R A L S 6"S D R-2 6 S E W E R I N V. IN. (N):316.17 � � r �2)6 x 6 TEE W/(2) „ � I 6 DIP BLDG. S M H-6 �� L A T E R A L,T Y P. INV. 319.6 I N V. O U T(E):3 1 6.0 7 6 GATE VALVES INV.319.5 � L A T E R A L, T Y P. 6 SDR-26 SEWER �' ; RIM:324.45 INV. 319.0 AND THRUST BLOCK � � LATERAL @ 2.0/o, TY P. _ _ _ _ Pro�ect Tit/e: �� �� FFE: 325.55 � � r '� FFE:327.0 t� FFE: 326.25 FOR ALL LATERALS INV. OUT(S):318.54 INV. 319.0 �� � Tait Lane Reserve �' FIRE HYDRANT � � L_ _� L- - L- -J �_ _� � ASSEMBLY � � � �� _ _� � � FFE: 326 1� FFE: 32 . ��� ��� �� ��� 14 Tait Lane NY 12866 ; ��� : ' � � � Saratoga Springs, � ' \ 6"x 6"TEE WITH 6"GATE 6"SDR-26 SEWER Z r � ;' �� VALVE AND THRUST BLOCK, I � LATERAL 2.0%,TYP, u� � ELECTRICAL �� �� �� � - @ FIRE HYDRANT 6 x 6 TEE WITH 6 TYP. FOR LATERALS FOR ALL LATERALS � r ASSEMBLY GATE VALVE AND , � , ( i TRANSFORMER - / �� 6"x 6"TEE WITH (2)6"GATE THRUST BLOCK, � 218 LF OF 8 � � VALVES AND THRUST BLOCK 1�`�P� FOR LATERALS ;: ( � SDR-26 @0.5% � :.� / � � ;� ' r'r: ;i b � � � � 6" DIP BLDG. z �: � �,; ; ;� / � � .,� ,,,,..� � �, aM■. �. � � LATERAL� TYP. � _ELECTRICAL � � � a� � � �wwe � � � �• � � � ;; O � TRANSFORMER �j,'� N�'j� t' ELECTRICAL � � SMH-3 ELECTRICAL Q.�� 5 �• ���'.,�y , ____. , ,f ; TRANSFORMER � 10' MIN. 6"DIP 45° BEND AND RIM: 326.33 TRANSFORMERS �� r`�� �`�"�' +j / �� WATER MAIN THRUST BLOCK, TYP. INV. IN (S}: 316.87 ,� a � * ,� � � � INV. IN. (E):316.87 +r '°f"�'� r � � � E� � ��� � L ��: cn .�� I N V.O U T(N): 3 1 6,7 7 g � , � 1� . : � � - � � D � 2 .. �; 366 LF OF 8" Z - -I ��OA �3133� �,4r'�� ,f' /� SDR-26 @0.50% �. ' ,� � / � � EXISTING UNDERGROUND �"CHAMFER ` , E f ; z � FINISHED GRADE d , �`� F` � ; � , ; , , �� , � LIGHT POLE. LED FIXTURE � �' � �' ' , ° ; � ,;;� a '' � , ��;: �' � �� Y : �;, . MOUNTING HEIGHT22.5' � ` �< �`�' � , . � � . �a':'.' ��� � ���' .�. . �' ' '`, , r , ; � MAX. 9"BOLT CIRCLE REQUIRED, SET `,' �� T�l.. LA G RQU P TO MANUFACTURER'S TEMPLATE. � .����;� � ' �� ZINC PLATED ANCHOR BOLT ASSEMBLY „ z �����;� �'�i ���'+ PER MANUFACTURER'S Landscape Architecture& Engineering P.C. 1 CHAMFER � � �� � P�ople.Purpose.PCau. II II � ��:� ����'��\� RECOMMENDATION 0 ' N � ����\fi � 0.0 �� �� POURED CONCRETE BASE, 3000 „ .�f � �����; o� � . �� ' ' •�'•`@.`�, 40 Long Alley p: 518-587-8100 d �� �` 2"PVC SCHEDULE 80 NO '� ��� Sarato a Sprin s 518-587-0180 � PSI CONCRETE, RUBBED FINISH. � g g f �, II I� d Z R �,\ �` DIRECT BURIAL +0.0 � ' � ��� I�fY 12866 www.thelagroup.com \ � . �� . � .� ���� +p p � a I� �� 3/4 x 32 x 4 GALVANIZED STEEL Q � GROUND ROD PER N.E.C. � \ � . BOLTS AS PER MANFGS.. �'' »;`'::�� � ��� '�� �� �"' � ��' Unauthorized alteration or addition to this +o . � . �� �� �� a SPECS., 4 REQ'D. ' •` s ���< +o . � ;� . ' •�� document is a violation of Section 7209 of the �� � FINISHED GRADE . .,� � , � ' _ New York State Education Law. - 4000 PSI CONCRETE BASE WITH 0 �� a ,. � . ����� SONOTUBE FIBER FROM 20"DIA. �' ` � ° ' REMOVE 50NOTUBE TO A � �`"�` +o \� �.. � '�� � ` � � ' ' ` ' •��«�. �the LA Group 2021 � 4 , _ MINIMUM DEPTH OF 6"BELOW � , , ; � � o . � � �� tO PROPOSED FINISHED GRADE. � �����`� ��`�����>> � ��������� �.. \ COMPACTED SUB-GRADE. , � � �� ' 0 � �� r s 'H t �1 i.� ' � ' �� •��' P . ....i. � ' , � ;��,'�. .�' ' . , � _. . � � � ; P red for a r� , ` � , �� � Q�,�,� re a � �� 20" UNDISTURBED SUBGRADE OR , , �0 , �+L ' i `y; r„ � �� . �',�!�«� p + � � � � COMPACTED TO 90%STANDARD ^r" :� N R P P�O p G�l.I�S L LC PROCTOR � � . _ ' 2, „p�. CONDUIT,SEE SPECIFICATIONS. NOTE: � . >f�.��� 322 Woodbridge Avenue �� �... ` � Buffalo, NY 14214 1. PROJECTED LIGHT POLE BASE SHALL BE USED WHERE LIGHT + '�' ' �-d�,, \ GROUNDING ROD, 14'LONG, POLE IS ADJACENT TO PARKING LOT/ROAD AND NOT PROTECTED ` ��'.q F„ .0 TYPICAL BY CURBING. � �"c�;.,, •o + t�`°`'A.� , .O \ � .0 + 0 • ���. 0 \ PARKING LOT LIGHT POLE PEDESTRIAN LIGHT POLE . o � :� i� + �Q p� .o � 1 � Scale: NTS ' :o Scale: NTS o � � o .o \� .o .o.o o a o 0 0 ��� +�:o .; o � :, :o o �a D �� + .o a,� o I �� �o.o 'r'` j= :;� � . . St-T5R � 18' �. :�: �: ,�. r .o i+ : � •� ..t.. �.0 � � i �, .. t i : t �.......... + O/ j r� � J .,' Y.,,...... Q � `v l. �i���3 .. .c.. . . .. . . . . .. ( � �. � .w r E : . ,. .� Q .. :. W _. : .� , .. : ,� , , _`. ,'.. , „ �. �a �;� .O+O.O+O.O+O.O+O.O+O.O+O.O+O.O+O.d ... .... 0. : , .. � . 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PLAN INFORMATION DERIVED FROM "SITE Lighting Plan 32 Sterr�wq D660SRLED-32L40T3- Dd50SRLED Awrwe Serl» Lux� 3�50 wtth LEDB 1 145a3.37 1 0.65 133.1 1007L u�r,tm9 MDL018 ,�«►,, rs � �tro Plan n i n Board # 20200270 PHOTOMETRICS PLAN" DATED JU , � P T1 g 2021 PREPARED BY THORSON BAKER AND g St�mb�ry DE30SRLED-32L40T3- D6�OSRLED Avenue Serte� Lux�on 30-30 with LEDfl 1 1001E.57 1 0.65 1�s 1� `'+ ' r; ; , ` t '€ ' : �` g � ASSOCIATES. Uqhtfng MDL01d-BLOC Ac�m, T3 Acxyllc Atwm optic ° �'� �A � , �DfOV�� P��� � � � � � � sf�� f ���Iqt �' r ! Q � 'r'g� � ' �� t r# th �� �� � /V . � J� � �,'�,. , ,'r, � � . , � , , ;�� �� � '��� t Approved under authority of a resolution adopted � � 9 ' by the Planning Board of the City of Sa prings. '� rawing o � 117 Llthonla LDN4CYL 27/05 L04 BR 4k�1 LDN CYLJNDER. 2700K. 1 3a2.21e 1 O.y 3.74 1007[ �� � , � SC1 uqr,ti�q soou�. eucK, cRieo '''' � ''� , f Chairperson . r� 3 40 50 �� �. 0 10 20 0 : 5 0 s . I 1 1 29 KIM UGHIING WDS-D-241-30-OI(7-4W WDS C-70-CRI DATA SHONA�1 1 32a1.31 O 1 O.p 2E.73 1007i ; '� • � `+•O+ 0 W1 -urov-wH is �esou,�. � �� �a � ��� Date Signed � � �" � L Z--` 1 Hubbdl Liqhthtq VP-S-3dL-EO-�1C7-3R X-70-CRI DATA SNOMM 1 92d1 1 0.9 a1 100� ❑ S�� Inc, dba B�acan IS SCALED FROM TEST Scale; 1"=5 o T5R P���' 11604137,oe � � � �,� ^ , . � t � . � �r �� � � . �� � r � � ' , _ � ����'� ' � '� �,_y , � ,'�' � �,. �.. i , � � , r � t _ � " : . � `'�'� \ t ' , ,«� `z t N C'7 / � 4 � � The LA GROUP :� ,�- � r, . � r' � , ;� J J � �:' \ i' �= i� �j �j • Landscape Architecture&Engineering P.C. � , "� � ; ' ; ` �I \ ' 7; � ............ .............................. 13__._ ._ __., __.. ..... __ ....... .......... 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' - ' ' �� � � � � � � - ; / _... , ,.. � : —,-.-� , -.�-� NEVER CUT A LEADER. � ; c\ /% �.:-�""" .---``�� Z 1 document s a violation of Sec�tio'�7209 o'f the -TREE SHALL BE PLUMB&STRAIGHT, i ; ;' l `t -" NS � LT New York State Education Law. -_ � �{� ' . f '+ _� f_�"` � . 1_ ,._.._....._......._._.__..,.,..._...................._.._.___...,.____....._.._.. m the LA Group 2021 �...,� �. .- .., _ __ � � - _ STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE � . ---- ...-.--..--.____ / , „ u. i 12'SID � '� _.__.., METHOD AND MANUFACTURER SAMPLE TO OWNER'S ' ` J�l s / E SE AC � '� � � REPRESENTATIVE FOR APPROVAL. � ` '`J ;%�� � � K ' ' � ~� � ' Pre ared for. 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Design: 1E6 �'�� f. 1\��,�. , � Drawn: JEB Ch'k'd: DBH � ` fi : . ...... .... ...... ._._ ....... : _.._... �.�\� `� ' f ' r.._____._ ._.......:.......�::::�_�.._ ..... ___.__..._::::..._.._...._...........................::.:::::.._..__.:��µ:�....._....._....�:::m:�:_......:�: .. Date: 5/8/2020 Scale� 1"=50' � `�� � - /��` � i i" `���`�� � „ � �� t ; � �� Rev: Description: Date: �� ��� � r'` A ;"� �,?� d � � , ° �` ,���� r ��°�P�,�'� � a a'��, c , ,i��s � . "t � ���y� 1 Review Comments 1/5/2021 \ � � �' r ��' � �i �� � `� � ! " � ��� ,�, . 2 100%DD Submission 3/25/2021 \ I � .� ,• � �.t Y � � ' :. � , �� ;' r�. . . �� . ,.� ' . � + ..��.. __.._._..� �.._...____...._.._._.___...._.._.. .__� , � ; ' 3 PERMIT SET 5/27/2021 ; ? � , , N , �E V E N D PermitResponse 8/31/2021 .�,_,_.,W� ___._,_»,_ _, , ....................................__........_.............._______.. f. . 3 ' ,_�_.� � _ 4 , _:: � "� \ � " _..... NOTE:ALL DISTURBED AREAS EXCEPT WHERE HARDSCAPE IS PLANNED SHALL BE SEEDED 5 Addendum#1 12/16/2021 �. .. , � � � � PROPERTY LINE LAWN UNLESS OTHERWISE NOTED. 6 Addendum 5-Bid Set 1/31/2022 LIMIT OF WORK — � � — � � — SETBACK LINE Drawing Tit/e + SHADETREE ���02 Landscape Plan + ,�� � t ��� , � � �� Plan n i ng Board # 20200270 �� �=,r� , , � � � �� _ � �-ti . o � ORNAMENTAL TREE ����2 �- � ,z � , . Annroval � -`� �,It.�,f'/ /� Drawing No. Approved under autfiority of a resolu ' ted 9 ``� Z PROPOSED TREELINE by the Planning Boor f the Cit of Saratoga S rfng . 50 - 0 10 20 30 40 50 ��.O� Chairperson MULCH PLANTING AREA Dote Signed ���G r' �L�""' Scale: 1"=50'