The URL can be used to link to this page

Home My WebLink About20210737 74 Mitchell Site Plan Modification-Plans ■ � c e ree Site Plan A lication pp Sarato a S rin s NY 12866 g p g � October 27, 2021 Revised : March 30, 2022 � % � - SITE STATISTICS SHEET INDEX: " -- '� ' OKLAHOMA TRAINING TRACK : � r� FASIG TIPTON � ��'.�� / � r PROPOSED USE: PRIVATE CLUB COVER � -� a� �� S�R� . --_-- , ` � ;Y- � r �- � ,�� : oR�� ' .�� . , � =� . rorA�aREA: ,3,300SF LOT LINE ADJUSTMENT SURVEY �� , � o . GE 9� ; ^ ` _ �� - w, TAX MAP PARCEL NIJMBER(S): 166.70-1-17 L100 SITE PREPARATION & DEMOLITION PLAN f aro j�, � e� .� � �. � ,, �a. � ' f�gr L200 LAYOUT & MATERIALS PLAN r�� `' '� -`-�' �� 7'a � �� ZONING: UR-3, URBAN RESIDENTIAL �`" �� MITCHELL STREET '" �� ' L300 GRADING, DRAINAGE & UTILITY PLAN ,. ^ � � - -- PROJECT �_ _ , f� - _� � ,=- :o NAT�oNA� sirE �� ` ' . L400 LANDSCAPE PLAN ` �' � � MUSEUM OF ` L500 LIGHTING PLAN ^,=4 �' SNYDER LANE '� "'�� RACING AND t�;, �" � " � �._ � m Ha��oFFAME . � �� r\ L600 SITE DETAILS � �. �- m ... � -�_ . .. 3 �` q,-s ''�g;-$'a''' , �� .t -�._ � � � - --� ` �� ` � r� � r�� SPECIAL USE PERMIT - NOTICE OF DECISION L601 SITE DETAILS �, > r`�` UNION AUENUE , x �. -` �..�. ,� �� :�� =�� `�� _ � � L602 SITE DETAILS ,.- ? ° �,' ' � ' ' ' SARATOGA RACETRACK ;� ,�, � :: � _ ,�,,�� , _ ��° ;�� ;,,;,�,, ,` ARCHITECTURAL PLAN & ELEVATIONS CITY OF SARATOGA SPRINGS rwwcroRPer,a,�� . ' _ . ' _ . . .. _ . . . . -\�� TODD FABOZZI � ` � PLANNINGBOARD RUTHHORTON - A �� KERRY MAYO �,�"�If`� GtyHall 474Broadway �H�KS��°°TM ZONING - UR-3 REQUIREMENTS •� Saratoga Springs,New York I 2866 MARK PI NGEL � Td:51B-SB7-3550 fa<510-SBO-94B0 SHAWNAJENKS,A/ternare PROJECT LOCATION MAP �'=ara�a_=P ,g=°'g B'��M�n��E,A,t�°�e SCALE:N.T.S. NOIICE OF DECISION PROPOSED REQUIRED MIN. LOT SIZE (SF): 13,300 SF 6,600 SF(1-UNIT)8,000(2-UNITS) IN THE MATTER OF THE APPLICATION a��e-- -� y "' :' ` #20220172 ,��1 �2:y�;�� ,�� pr � �� 29 �st Side�i �� f � � BOCc ��,�� Bld I � � � cr ��iiom'� � (� 74MiTCHe��STReeT � ■ P'°�'`��f= �f rk'i '�� R LINE �, � SARATOGASPRINGS,NYi2s66 MIN. AVERAGE WIDTH (FT): 95' 60 FT(1-UNIT), 80 FT(2-UNITS) � t � 1 m Sc ,_,,, � 1 �9 ' � 1RE $t �f}O y Involving the premises with tan parcel#166J0-I-17,in the City of Saratoga Springs,on an application for a � 29 D � p D __--- 11 � permanentspecialusepermitforaprivate/civicclubwithintheUrbanResidential-3(UR-3)District. BUILDING COVERAGE. O � lem S __�_-- U:_-lml, �� _ . . . . m �TH - � � r "�v�,'. PRINCIPAL BUILDING MAX: 22.5%+l- 30% � � ___________-�� i14� In acmrdance wrth SEQRA regulations 6NYCRR Parc 617 and aher rewew of the SEQRA shorc Enwronmental 4 ibrary '!I- � �� r��=='-- ' ��\� '� .�L AssessmentFormParcl,andidentificationthaznonewordifferentimpaccswouldoccurwiththisprojeccthat ACCESSORYBUILDING (POOL) MAX: 10% I�% �50 9P � r- �� , were not prewously considered,made a mouon to reaffirm the Negative SEQRA Declarazion that was issued on �-� Jo �v, ;�� u o��obe�2a,2ozi; MIN.YARD SETBACK(FT): CO S � �r�� PROJECT SITE 1� � � '� � �' ry' FRONT: 10.4' 10 FT ` Sarato � Pd�k 9P � Q � ="` I'� �°V"` Having properly noticed and conducted a public heanng on March 24,2022 as reqwred on the proposed use; � .j ; c�� - Jo FRONU: 86.5 25 FT ca O ` � —� - Y .�— ' I And,upon evaluation of the application based on the Citys enumerated criteria to ensure that the proposed ON E SI DE: 7.3' 4 FT entr 1 Sc � � OO� ♦ . _ �, O �N' � ;� 1 � � use(s)will iiot adversely affect surroundii�g properties aiid coii�inuiiity cl�aracter; ' p o � � � � TOTAL SIDE: 21.6 12 FT N i�/n/ 836j And,in accordance with requirements set forth in the City Zoning Ordinance,chapter 240,article 7J"Special � ♦ ' ra r ��p�/ �1D � M '�� Use Permit",the Planning Board issues the following decision on March 24,2022(passed 7-0-in favor: N �N � ��i'^ �� `.��L{ Torpey,Horton,Faboai,MayqMarshall,Pingel,McTygue): PRINCIPALBUILDING. a °t ❑❑❑❑�9 � i i� \\� �. • •qV i u �] � 1 � � � � i i �� I F O 0 Issued a permanent special use permit for a private/civic dub defined in the zoning ordinance��a��a�, MAX HEIGHT(FT): 22-2 +/- 60 FT � � (� / �-.1 �1 � �P� gf U �a m i i�// p�F /I 1=. �� fraternal, religious, or service organization not primarily operated for profit nor rendering a service that is �� I I � � � i v� O �'t0 � • t ��C.,�.. customarily carried on as a business". �rraile-rL �� T sr ,,, �a�e � •' yIa`� MIN. DISTANCE TO ACCESSORY BUILDING/POOL(FT): "`'}`" .�,.�,�D��Park 1I � W �i� 2 '� +! The lot will be commonly-owned and maintained by seven adjacent residential properties-(5 fronting on Union � � I 1 D � �� aC�p<��'�i��/�/ �� Ave.and2frontingonMitchell5t.asshownonthe'ExistingAdjacentParcels'plan).Ownership,managementand PRINCIPAL BUILDING: 17.8+/- 5 FT j � �� S'( `�`� GJ i � � maintenance of the bt will be specdied within restrictive covena�rts and deeds within the HOA documents. i _ FRONT LOT LINE: 71.3+/ 10 FT ;��Greenridge� � �n D �,�; ,�� — � � M � _ 1 �.@m ,�..�i� -� �` 71 � The use is permitted per the submrcted 'special use permit site plad dated 03/02/2022 including recreational SIDE LOT LINE: 30.8+/ 5 FT ��'` � � I �' Y S PP N 4 � P ) P ft ! '' IV .,.� L.' �� ,. ,,.-^ ,j � ;,,,.� . t � � +��`\�� ..'� �s �� ! ,�j f� amenit amem�erls and ofe ro simate 2,400 s h. foot rmt clubhouse and ool area for the exclusive use of R L L . 1 .5'+l- 5 FT �� __ tn Hon b th irgue t. EAR OT INE� 4 � Conditions: PROJ ECT VICI N ITY MAP MIN. %TO REMAIN PERMEABLE: 39%+l- 25% I. Club membership shall be a maximum of 12 members and club usage limited to club members and their guests. SCALE:N.T.S. 2. Hours of operation for the pool area shall be sunrise to I I pm daily. Page I o(2 PREPARED BY: APPLICANT: The LA � Jay Hanley, Hanley Development GROUP � P518/587-8100 12 Amelia Drive 3. Club activities shall comply with the Citys Noise Ordinance,Ch.148. F 51 H/5H�-01 HO Nantueket, MA 02554 4. Maintenance o(a 6 it.to 8 it.area along the rear property line of the club lot(adjacent to Snyder Lane)to Landscape Architecture&.Engineering P.C. �`�`�.thelagfOUp.COIYI be used as a landing or pull-over area. 5. Minimum 5 tt.area along the rear ot the Union Ave.properties to be maintained to provide pedestrian Pe°p�.P"''p°s`.Pla�. 40 Long Alley Saratoga access from these properties along the alley to the club lot. A R C H I T E CT. 6. On-sitelightingshallnotspillontoadjacentpropertiesandshallbe(urtherdiscussedduringsiteplanreview. WWW.�'121ag1'OUIJ.COTIl Springs, NY12866 7. Site plan review and approval required to implement the SUP. Balzer &Tuck Architecture 468 Broadway Note: this approval shall expire 18 months from the issuance date unless all conditions have been complied Saratog a Sp ri ngs, NY 12866 with and actual work begun. �I^��I�ry �O^�� /�y`J�/�/\� ��' Q `j Q n�� /�n� March 29,2022 /�(��. V�'`7 S U RVEYO R. DatefiledwithAccountsDept. Chair Q[70�Ov01 cc: BuildingDept.,AccountsDept.,Applicandqgent,File Approved under authoriTy of a resolution adopted Thompson-Fleming Land Surveyors by The Planning Board of the City of Saratoga Springs. Choirperson 12 Lake Ave # 1 Date Signed Saratoga Springs, NY 12866 \ � APPROX. LOCATION J 08.68 .^ N � MH J � Z �� - � I �.BOX M m M N y � � � � � o � ^, � /�� W 3p�\ �__--�- � --1_ W V � U � � 8° SANITARY SEWER� � .� � � � �-� 6" WATER MAIN� � / �`Mi tc h e ll �_��- Stre e t L_ �J��' wide� +� � � 30&--� � (/� '� :r"' O -w w w w w w w =-=-!w -30�� W�w w w w w w w w-� w w-�-w w w w w w w- � m /� + � 8' '� � v, � (O � -� o � � M � I � 3p9'� n � 2'MPL.� ��. � y � � � � „� n 0 n - +3D8J5 CONC.SIDEWALK-��__ ____ ___ T�4"IR. � I CONC.WALK � o � ? C � � a 5/8"IR. 5�$„IR.� � � - o � � / k�Q' � • � � •� 0 0. �� '�� •'� '�� 3a9. °"SI �� 0 ^' � � I� 1360'41�O6�E f0 00 �? S60'41'06 E 95.00� M CONC.S1EP5 � I� I S60'41'06�E I � /I� � � L (��' I 24"NPL. L-- 3� o ---- 80.00' � / 1 N33'05'24"E, 0.56' � J Q C � 304 �c 3D9.13 � Q� �` �_O9' � 1 ASPHALT � T 309 42 � I� / �I 309.14 PORCH �' � 3 927 \ 30936 I PORCH � 1 i�/ GRA�EL \ I/ � / 1 DRNE from corner p� I 3 .38 g,g' /�� /I I LL � O r +aoe.3a � /� I I� I L__ sos.�s I � I > o 3-BOL I � / \ (2)ELEC.MElERS 309.Q3� � --+------ � I � +� � � � 20°BASSWOOD I 1 I I � I I I � 2 STY.WOOD / +308.61\ I I I I (2)GAS MElERS I I I I J � � 6"MPL. ¢i FRAME HOUSE 309.3a / `� � � i � I I ' O C � O �I � S1EPS +308.4 � FRA E HOUS�E � 1 i +308.89 � � •C � o�� 4"NPL. � I I L � Ll I �I c�i CONC.WA�C � � � � �� o � I I � I � I I � � � �� I a � I I � � sos.sa � I � � � (� Cz �� ii I � I\ \ I I � ' � > 1/ I � � U� �� 8"CEDAR � +308.56 ` I I I I � � �/I I I � J QO � �N +3D9.55 309.36 309.37 2 4'A I P L S l 309.48 � O I y I � p 'r'� �,\J W � \ I � � I� �i a +30&84 � I � I � ,N� �n h o Ori inal Lot I J 1 (2)n/c uNirs - I �~-�ro �� 9 \ \` J I 309.49 309.10 I 2 ^ 1 � I \�� o (not modified) -� - L I � I I c o �� 2 � 70 Mitchell St. �s I Modified Lot I Q �' � Modified�ot � � 11,200 sq.ft or � °� � a aO`r T M #1 6 6.7 0-1-1 8 1�,a30� sq.ft� 0.257 ac. 1� � � �v 14,000 sq.ft. or I 0.305 ac. \✓ � � � Y �n � � •o 0 3� +309.58 0.321 ac. �` o � � c �] � � �l �,W 3 , � i � o :� �,� UR-3 AREA REQUIREMENTS � a ' Deed Ref. #5 �\\ �.��.o I � � � � o m p�� >� !`� '�o z W � Maximum PerceM W 4� o \ � Minimum Principol Accessory Building � W o � � N of Lot to be O N I N v I � I`�' cn Yard Dimensions Buildings Minimum Distnnce to Minimum � ' °f °j� h � ��, Minimum Mean Occupied Percent of � a' � v�12 �1� iw � � Zoning �t size Average Y�Sdth Minimum Side Rear � MH a, � � � District Each Total Maximum Principal Front Lot to be � � � 1 IN i� 1 Square Feet (feet) Principal Accessary Front Rear First Floor Lot Lot pertneable U1 / 74 Mitchell St. � Side Side Height Building Lot Line � > ^ 2 0 � Building Building (feet) (Feet) �� Line Line z TM 166.70-1 I I (feet) (feet) (feet) (feet) (feet) � Deed Ref. ��4 I 3 o I I (squore feet) (feet) (feet) � Q 3 c n/f � � OVERHANG � � � I � 6 6D0 1-unit/ 60 1-unit/ 1 Story=1,20D � z �� I � _ �0,g } I UR-3 30 10 10 25 4 12 6D 5 10 5 5 25 � � � 308.88�-- � lu�j� � 76 MIiCYtBlls Si. I 309J0 8,000 2-unit 80 2-unit 2 Story=800 ¢`o_ Peter N. and � �'� N I � � I fl ��TM #166.Zp 1-14 y�Z� °'� Alice R. Tenbeau � �_ I °' , A�e Re� #7 � � o J�(p lns t. 2018033683 � -30g--- GAfiAGE ' � I � � \ +309.80 +309.75 i I � i �/ � / � N O N � J I ---- I3pg.aa I �/ 3/4"IP. � � � I n N08'03'09"E, 0.59' � �� 30g.18 /•8"� � from comer � 2"IP. � 5�$„� / \ � � � � � � Nosia'sa'1v, o.sa' CIXJC.APRON . I� 5/8"IR. �/ 3"IF��J N6041'O6"W 100.00' o I N60'41'06'°W 95.00' m � N60'41'O6"W 80.00' �� _ from corner -° o-o�o______��.�________��____J________________�_N • ___ __ _ ,e h �, --- � .., �Snyde"r " L�a��ie� -�� 3pg�\_-��-wde> � - - I� M � __l _.o_ S60'41'O6 E ��/41Po' ___ ___f3099fi_ ��ti�F� /1Iti�P� •�..� ______________'• ___ _'�' ____ __�•______' �, •___ - .- .-..-. __ - ��- - -�-=��-� ..58.00' . � i � � �- - - ��t- _ �..�.. -sso•4i'os E az.00' I- I I � S60'41'O6 E 80.00' - -- - �z - - - - - -560'41'06 E 80.00'. _ _ _ 1 1 / i 1 i ---..-..�.._ ^ � ��a��. �J 1 I ` \� ' pad _�I < i o � C3�DRWJELL � DRYVvELL �� IA � DRYWELL I I � GARAGE I3 I I � N I ' I ' � � �_ , ' 308.88 237 Ur�ion Ave. �r 1\ U I � ` TM #16�30��1-16 � ' �I �� - TM 166J0-1�3o'�si � #166J0-1-1 I i CON PnD _J ( o I W � # �-�NDeed Ref. #4 � � Deed Ref. #1 � Deed Ref. #3 � J I 24"NP I � � \3�=n ¢ � GRAVEL I I yL) � II ( \ �i � �ao �I 1 � PARKING U rrr�//�� `-' � �� 38"MPL �. � '�q�' N I o0871 /��1 � I � r�? I w �� I I I PAR NG � \I Modified Lot� N� i / � 0 3 � M a p Le g e n d I �r� i I � �oT =��-+�8,380 sq.ft or � \N60 41'os'w / i 3pg,9� -- 7 0 • 5/8" steel rod set with a tag �C O i I � 3 I��0 0.192 ac. \ a.o'. ,1�4�� I // I �\ I -�\ I� � I (O f�\ / o marker found, labeled I ��N I � z I m o CELLAR ENT. � I _�3p4-� � �/ \J o I � r� utility pole o� � / P N;� CHIAINEY � � Modified Lot � � Modified Lot Q �� , / 3os.so+ I 2 r-- 0 11,220 sq.ft or 11,200 sq.ft or o xg"' gas line marker �I p in I I � �sos.s� I I PORCH �0 0.258 ac. 0.257 ac. � a� � � street si n � o c I � Modified Lot I �. WIW I �O i i � I i� �-�• i � � g I I � 1 1,2 0 0 s q.f t o r W I z� J I 31'� ^�o i � � � � m o S1 hydrant N o WI 0.257 ac. oll� J I r I�rl o I � ��o d' O h d � 2 S T Y.W OOD 'n o� � 309. (O �.45 J v� o I` I o FRAME HOUSE �� + r C O - - - overhead wires � �i o I\ �li� '� o� I 223 UNI ON A V E I�i �i +30908 i Q i �� o N -i-i-i-i- wood fence I N�� I 1�2 � �� v,� � o� � � � I Z� �� -�-�-�- chain-link fence N � 2I I \\ N 23.t' , �� I �I W w�„ � �a ��' � 4.0' 1 � v I m r C = 1 I \ �.7s � i � � j\-56041'06 E �1!n h�p 9.1._y N �, Ma References: iI � y, � (3)GAS � �'2.00' �'� °�'g �' _� ;Z � +310J7I t310.07 0 309.88 �I �)ELEC. I � METERS ol �I �I2 2 `� -- /^\ I i ;c 1. "Lands of C.W. and G.H. Mitchell" � � \ + � �1ElERs i � o �p�T �,� i � dated 1866 filed in the Saratoga J o�o � � � _ P�R� �� PAR�KTNG v�i� /� ; � i I County Clerk's Office as Map 106 3 �I� � S1745�E, tv' � �I SiEPs� J 3I o I/� +3io.is `�'a\ I I Y O O � from co er ,��n /� 310.15 z � J�J DROP WLEf � � a ��+3�O.Sai � / 1 i� 2. "Map of Sutton Properties" dated July m i I + � J � t� i � / i io 310.21 I I 28, 2008 by Thompson-Fleming Land � � � N � � +3io.� �___--� o I Surveyors, P.C. \ �--- / � o DROP WLEf I �___� \ 309.85 u"'i I 1 310.13 � � - � r�3 3 1 0.3 3\ i 1 I � 12/1/21 70 MITCHELL ST. � 1 „ \�� 1 � i i Q i `o < i �/-/ "' � "' o � � o � - o DATE DESCRIPTION � � N60'41'O6"W�Odr� �I �3/41P.� 60.00� � N60'41�06"W 80.00' 31044 �, 5/8"IR. -- 3�Q' Deed References: M •,-_�---�---=+---�•- "---a- -- M--•-- " -----------�----•�---- �--M ----- -na � N60'41'O6"W 80.00'� � 1. Saratoga Parking Services, LLC Inst. #2008026844 BRICK WALK 3 N60'41'06"W CONC. WALK 310.a6 REVISIONS 2. Saratoga Parking Services, LLC Inst. #2019017173 0 �WATER � m � < � 4"HORNBEAN M DATE: August 5, 2021 3. Saratoga Parking Services, LLC Inst. #2019017184 --3tr 15.� ��3�� ? M vn�vE � �o `��M ---M--- �s'�AR �� 37Q� JOB NO.: S21-119.24 4. Saratoga Parking Services, LLC Inst. #2019017183 o n � m 3 w� 5. Saratoga Parking Services, LLC Inst. #2013038936 in" WATER MAIN�M �' I 223 IUnion Ave. � � �� 6. Saratoga Parking Services, LLC Inst. #2019017181 W�W W1 W MW W W W �o W cTM #166.70-1-15� ��ym> W M W W W w�m-W " W W�°'-W W Mm'' W-�m-W "' W W W W W W W o""' w 7. Saratoga Parking Services, LLC Inst. #2019017182 12" STORM uNE Deed Ref. #2 0o SAN.MH. Ap p I i c a n t. \ � 8" SANITARY SEWER�� \ F W O SAN.MH. STORM MH. Saratoga Parking Services, LLC SCALE: 1" = 20' 12 Fifth Ave. � _ 10 0 10 20 Saratoga Springs, NY 12866 Approved under authority of the Chairman conc. curb of the Planning Board of the City of Saratoga Springs per the Subdivision Regulations, Article V. Union Avenue (100' wide R.O.W.) Chairperson Date Signed Unauthorized alteration or addition to a survey Only apparent easements (if ony) are shown map bearing a licensed Land Surveyor's Seol is on this survey. No abstract of tiUe was STONE SLAlE CURBING o violation of Section 7209 subdivision 2 of a,��ab�e. PB #20210847 the New York State Education Law. S21-119.24 G:\Proj-2021\2021014_Soratoga_Springs3roperty�evelopment_Union_Ave�AitchelLStreet�2021014Consultants\02Survey\2022-01-26_LLA\521-190 Sarutoga Parking Services Lot Line Adjustment xm.dwg _ , , _ � � � � � '� � SITE PREPARATION NOTES: LEGEND The LA GROUP � REMOVAL OF OVERHEAD POWER LINES Landscape Architecture&Engineering P.C. ____-------- _ �� / TO BE COORDINATED BETWEEN THE 1. PRIOR TO CONSTRUCTION,CONTRACTOR SHALL ARRANGE � � PROPERTY LINE ��_ ��CONTRACTOR,NATIONAL GRID,AND �i SAN ITARY S EW E � PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S Peapfe.Purpore.PGice. -- THE CITY OF SARATOGA SPRINGS REPRESENTATNE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, SF SILT FENCE � ———� \ 40 Lon Alle 518-587-8100 �� ,H sa sa sa sa sA sA sA sA sA sA� sA� sA s� s� sq s� THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION P` / -. Saratoga Springs �518-587-0180 � //�� .�� C--�—� � � �- - `>� - - � .� SCHEDULE. � � %� � � /� -- �� SAW CUTASPHALT PAVEMENT NY 12886 www.thelagcoup.com / 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL �` �� ` '� "� "� -°' W W�W W W u� w �—w w w w w a✓ w w w �s —��- —w SURVEY NOTES,UTILITY NOTES AND UTILITY LOCATING SERVICE REMOVE ASPHALTICONCRETE Unauthorized alteration or addition to this ASPHALT AND CONCRETE TO BE __--�� REQUIREMENTS.NO WORK SHALL COMMENCE UNTIL document is a violation of Section 7209 of the REMOVED AS A PART OF THE MITCHELL - !� UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED NewYork State Education Lave. STREET SUBDNISION PROJECT \ AND LOCATED. ADJACENT PROJECT REMOVE BUIDLWG � � � 'X>� ��j�<X� ADJACENT PROJECT REMOVE O the�A Group 2017 � � �� !� � ;' � � � � � 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO � � �� X � y� ,, ; ASPHALT/CONCRETE � ANY EARTH DISTURBING ACTIVITIES.REFER TO PROJECT PLANS, \ �� \ \ NOTES AN�DETAILS. PreparedFor. ' - 4. THE GENERAL CONTRACTOR SHALL COOR�INATE ALL ADJUSTMENT CONCRETE N/ASHOUT J ay H a n I ey� ----- \___---—____ ____ _ OR ABANDONMENT OF UTILITIES WITH THE RESPECTNE UTILITY H a n I e Devel o me nt ___ _ ------- I -- � COMPANY AND PAY ALL ASSOCIATED COSTS %� � - - n � �� ' � � ; ________ _ � 12 AmeliyDrive 1 � � -------�-- �.}--- � � ,�,� ------------�----- �-- --------- �.-- ---�------------ � ��i �� , F SF SF SF SF ,, , Nantucket,MA02554 y � � AS�PHALTAND�CONCRETETOBE PROTECTION NOTES. /�% '� i REMOVED AS A PART OF THE � �� X �� ,;- � MITCHELL STREET SUBDIVISION —�� PROJECT ; �I 1. CONTRACTORISRESPONSIBLEFORANYDAMAGEINSIDEAND EROSION & SEDIMENT CONTROL NOTES: � P O R C H � %� �� OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT 1 ' 1 OPERATIONS. < = x �, x x u 7 /�� 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE 1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE �' � ��L�� ' �'� � 1 � _ ALL EXISTING UTILITIES,STRUCTURES,EQUIPMENT,ROADWAYS AND IN PLACE PRIOR TO ANY GRADING OPERATION ANDIOR INSTALLATION OF � /� � � �� __ __ _ _ ___ DRIVEWAYS. PROPOSED STRUCTURES OR UTILITIES. �j� I {i;' N I 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL 2• SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL �� \ x. �t� BE CONSTRUCTED IN ACCOR�ANCE VVITH NEW YORK STATE STANDARDS DEVICES,DRUMS,DELINEATORS,SIGNS,FENCES,AND BARRICADES �N �� FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS. 2 STY. WOO D � �� IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT VVORK, FR�M E H OU S E I � I I EQUIPMENT,PERSONS,AND PROPERTY FROM DAMAGE. 3. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE � �I � � LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED ANDIOR THE AREA IS z i STABILIZED AS DETERMINED BY THE OWNER'S DESIGNATED Q I \ 4. BEFORE ANY CLEARING IS DONE,THE CONTRACTOR SHALL = I O I�� ; I <, I ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE REPRESENTATNE. ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR w I �� '1� �j � REMOVED.DO NO CLEARING WITHOUT A CLEAR UNDERSTAN�ING 4. THE CONTRACTOR SHALL PERFORM ALL WORK,FURNISH ALL MATERIALS / _ � k OF EXISTING CONDITIONS TO BE PRESERVED. AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL �� U � � - I K � �; � EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT � �I EXCESSNE FLOVV OF SEDIMENT FROM THE CONSTRUCTION SITE. Q ; \ u � ; 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION � OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR I 5. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT I �� I I � � I THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL,AT A � \ � MINIMUM,INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH ALL STORMVVATER RUNOFF IS DNERTED TO SOIL EROSION AND SEDIMENT � \ IN� PROJECT PLANS,DETAILS AND SPECIFICATIONS.VEHICLES SHALL CONTROL FACILITIES. I � I__ ___ _ _ _ _ ___ NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY 6. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED � �/ '� � \`y � RESULT TO TREES TO BE SAVED,AND CONSTRUCTION MATERIALS I,' - I I O N A R E G U L A R B A S I S A N D A F T E R E V E R Y S T O R M E V E N T. i �; 1 I��,�'I_ � �'� 1 ir� i � SHALL NOT BE STORED BENEATH TREES TO BE SAVED. � �' � � I� 7. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES. ANY MUD ON PUBLIC 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE WAYS ORIGINATING FROM THE JOB SITE SHALL BE CLEANED BY THE � OU6E�0 BE R USED FOR NE�W CONSTRUCT ON�A I � � �I� PROTECTION FENCING FOR APPROVAL BY THE OWNER'S CONTRACTOR DAILY. � �q TO ISOLATE THE WATER SERVICE X� / �' REPRESENTATNE PRIOR TO INITIATION OF SITE WORK OPERATIONS. . I e � ' J r I I I�C I I L O � / I 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW 8. ANY AREAS THAT CANNOT BE SEE�ED TO TURF BY OCTOBER 1 OR �NATER'SHUT OFF WILL BE INSTALLED AND UTILIZED � CONSTRUCTION,THE EDGE OF THE EXISTING PAVEMENT SHALL BE EARLIER WILL RECEIVE ATEMPORARY SEEDWG. THE TEMPORARY I �O� I�Y�O d i f I e d) � 1 SEEDWG WILL CONSIST OF WINTER RYE SEEDED AT THE RATE OF 120 J SAW CUT TO A CLEAN,SMOOTH AND SHARP EDGE AND PROTECTED 1 � 1 I�i�%'. POUNDS PER ACRE(2.5 POUNDS PER 1,000 SQUARE FEET)OR STABILIZED + + ---�y� � // UNTIL ABUTTING MATERIALS ARE WSTALLED. �O M I l C h e I I S l< � _ ,I �,��I I I� � C l � � 1 2�i ' AS PER THE TEMPORARY STABILIZATION FOR WINTER , �� I �� 9 CONSTRUCTIONIFROZEN CONDITIONS. �1 �166� 70 1 18 � I � . q / '� -- � � �--- � �O O S f� � � � �� 9. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE �I �l��'1 O S C�< f�< O r �� ' �� a C �� ;n CONSTRUCTED STEEPER THAN 3:1. 1 1 ,, / / � � �2� C C< � i � 10. USE STAGED CONSTRUCTION METHODS TO NIINIMIZE EXPOSED - _ I � I SURFACES,WHERE APPLICABLE. � ' � P�aject TiBe.� 1 � a � i ' I ' _ �,� � � ,''�� REMOVALS NOTES: 74 Mitchell Street � ,� i , J 1 i 1 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH i THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AN� � �' � � �', � I � RECYCLED/DISPOSED OF OFF SITE.ALL HANDLWG OF MATERIALS TO BE � GARAGE TO BE REMOVED ' i � ' REMOVED,RECYCLED,OR DISPOSE�OF MUST BE DONE SO IN A SAFE, Saratoga Springs,NY 12866 I LEGAL MANNER,IN ACCORDANCE WITH ALL LOCAL,COUNTY,STATE, � FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. � ; � �N '' li i �I 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO i - - � i WCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS 2 APPLICABLE UNLESS OTHERWISE NOTED. � L600 SILT FENCE,TYP. _,— ' � �� ' � � � 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE I �j Q ji I I CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OVVNER'S REPRESENTATIVE. ��- � � �1 i�` �_______ � �� L� - 4. TREE,SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLWG, � — � � 3 CONCRETE CUTTING,GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY _, � "� � � � 00 WASHOUT OFF-SITE DISPOSAL OF ALL TREES,SHRUBS,STUMPS,VEGETATNE AND � C � , EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. � � ' � ' FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR — J� ' I� OTHER TREES TO BE SAVED. STABILIZED CONSTRUCTION 1 �;' � ENTRANCE L600 � � � NOB�G ( � � �I O / > c/�� 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL Project Na.: 2021014 ��` ��" - �� - � DEPTH WITHIN LIMIT OF GRA�WG BEFORE COMMENqNG EXCAVATION Design: CMI I� � I �' AND GRA�ING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM Drawn: M1M Ch'k'd: MCB � � oC�� THE SITE,UNLESS APPROVED BY THE OWNER'S REPRESENTATNE. Date: 03/30/2021 Scale: 1"=10' 1 � �� o� 1 � �� S �S �S ��D ( � � Rev: Description: Date: -------------------� ��--------1--------------------------- - - - , !�o=��e.,----- ___.___ . . _ . _._ „u:; - ___ �� - - .-_ __ _.� 1 Revised Site Plan Application 3/30/2022 � � �/� �0� � � ,; � � � ____, � - _ _ _ �_ ��-- , � -- - - - - - - � � - - , �� D�aiving Title - - - — ---d----------------------------- �;�-------- � , ----------- --- S I T E P R E P E RAT I O N -- --- �� _ _ ; � � - .� -- --- � —�------" � �— J � 1 ' � � � , � - – - - Planning B o ard # 2022XXX & D E M O L I T I O N � � ,� �; � , �� '� � � � ��,�� ' - � ; � �� I� � i � � PLAN � conc. � � 1� �� I � � I Approved under authority of a resolution adopted � � � V � � p a d � �� I by the Planning Board of the City of Saratoga Springs. � �� ' �RU��I�I_I_ � , . -/ �� I� �I , DrawinglVo. � I � � � \ Chairperson I 10 5 0 2 4 6 810 � , � ' � �'� I � I � �, � �� I L100 � , � - Date Signed: � � � I � , � Scale:1"=10' � _ LAYOUT NOTES: LEGEND The LA GROUP 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK � � PROPERTY LINE Landscape Architecture&Engineering P.C. STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. Peapfe.Purpore.P(ace. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE SETBACK LINE 40 Long Alley p:518-587-8100 OWNER'S DESIGNATED REPRESENTATIVE SHALL BE NOTIFIED OF ANY Saratoga Springs �518-587-0180 MITCHELL STREET DISCREPANCIES.FIELD ADJUSTMENTS MUST BE APPROVED BY THE ORNAMENTAL FENCE NY 12866 www.thelagroup.com OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO CONSTRUCTION. PROPOSED CONCRETE g ASPHALT PAVEMENT Unauthorized alteration or addition to this VVALK,TYP. L600 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE document is a violation of Section 7209 of the LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. NewYork State Education Lave. CONCRETE PAVEMENT 4. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S DESIGNATED O the�A Group 20v REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL BLUESTONE PAVER PATIO EXISTING SIDEWALK OFFICIALS. TO REMAIN �i'�L i PERVIOUS PAVERS Prepared£oir 5. ALL PROPOSED WALKS,PAVEMENTS,LIGHTS AND SITE IMPROVEMENTS - -- -- SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S J ay H a n I ey� DESIGNATED REPRESENTATIVE PRIOR TO CONSTRUCTION. POROUS STONE PAVEMENT H a n I ey Deve I o p m e nt ��,�h�� ;�� 6. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES(LINES, DRIP EDGE I INFILTRATION TRENCH N t k A 02554 �� '�'�� DUCTS,CONDUITS,SLEEVES,FOOTINGS,ETC.)WITH LOCATIONS OF 12 Amelia Drive T � PROPOSED LANDSCAPE ELEMENTS(WALLS,FENCE,FOOTINGS;TREE LOW-VOLTAGE WALL MOUNTED LIGHTING an uc et,M � a - o � ROOTBALLS,ETC.).CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO � (SEE LIGHTING PLAN) PERMEABLE g 1 0 0 o i OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO CONTINUING WORK. � LOW-VOLTAGE GROUND LIGHTING PAVERS,TYP. L601 5.00' (SEE LIGHTING PLAN) 7. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. — 1 5.00' �- - -- --- --- : ,-- --- --- --- --- � — — — — CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL& � LOW-VOLTAGE BOLLARD LIGHT - - - _ _ _ _ _ _ _ � � 4.00' HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. (SEE LIGHTING PLAN) � � GRANITE VENEER 2 1 8 ORNAMENTAL IRON I PIER,TYP. L601 I L600 FENCE,TYP. 729 I 1 4.29' I 1 II � I L600 6'CLEAR GATE I I i I I M CLUBHOUSE I � 6 25� I � �4.00' � I POROUSSTONE 8 I P� 3.52' I ' PAVEMENT,TYP. L601 I ' I ❑ I ' I I� I � � � � � i �i� ' � I I ��:�= � I �� ;��1� �� ORNAMENTALIRON g I� � � FENCE,TYP. L600 ', � ' 1 � SCREENED IN BUILDING AND �� I � I � l� �� o � � � POOL MECHANICAL AREA � ; ` I--------� - �- - m------ - � � � � N I.� . _ _ I� . -, , . , , . l I,� '} ———————————— ' � � � �� ;,; � � � � 5'CLEAR GATE 8 � � �� o c�.i - - � I � "' I L600 � j i o ' � c.i 8.50' � I � �i ❑ ❑ _ � i � � � GRANITE VENEER 2 � 1 PIER,TYP. L601 I I � ❑ ❑ I ----------- I I I O O _ I I � � '� � �O � � � O LARGE BLUESTONE PAVERS 7 I $ ORNAMENTAL IRON WITHIN TURF GRID L601 i� � � II I L600 FENCE,TYP. 00 I , soo. ❑ ❑ ❑ � �� i ' TYP. , i 0 �, I ' ❑ . ' P�aject TiBe.� ORNAMENTAL IRON g 1=� � � � � II 1 ❑ FENCE,TYP. L600 I o � I ❑ I � � � � I � � ��❑ 74 Mitchell Street I ' � ❑ ❑ ❑ I "' SVVIMMING POOL ' I ' ❑ � � 7.00' 32.00' 24.5�' � I � � � � I � � I � � � I Saratoga Springs,NY 12866 I I ❑ ❑ ❑ I � 0 GRANITE COBBLE EDGE,TYP. L 01 I I ❑❑❑ � � ❑ ❑ � � ❑� , � II I 4.00' 5.00' 8.25' 27.50' 26.75' � 3.50' I � � � � � �� J � 8.00� ❑ -- — — — — -- -- - ' � _ _ _ _ _ _ _ _ _ _ I _ , � , 5'CLEAR GATE L600 I � I � � �r' � � N � � � � I I O jI � � �i� I � Project Na.: 2021014 11.25' � 6.00' � $ I I Design: CMI I � I L600 6'CLEAR GATE I I Drawn: M1M Ch'k'd: MCB r,' 1 1 0 � 6 PERMEABLE Date: 1 Sca e: 1=1 °' � L601 PAVERS,TYP. ui Rev: Description: Date: �� •o.,�� .�.�� ...Y......Y�� ..... .....Y��.�� . �� . ��,�,��a-�=��-�-�-G�.�.e.+��.��.• � � � � � � � � � � � � � � 1 Revised Site Plan Application 3/30/2022 $ 6'CLEAR GATE,TYP. 5 L600 L601 GRANITE COBBLE EDGE,TYP. SNYDER LANE ALTERNATE POOL SHAPE LAYOUT 3 ASPHALT PAVEMENT, 1 GRANITE VENEER WALL L601 TYP. L601 _ .. . ;�_- - ____.. . .. - _ .. .. ...._. .._..- .. _ . . _ . _ .. _ _ _ _ . .. .. -. _ -. . . .. _. _. . _ D�aiving Title ; � `-------------------------------------'�-------- --------- ----- & M AT E , ,� , � \, � � __, �,----------- __ Planning Board # 2022XXX RI ALS I I I � � PLAN � I 1 � 1 1 '�� _� I I Approved under authority of a resolution adopted � � � I I by the Planning Board of the City of Saratoga Springs. I . I I . — Drawing No. � � � i Chairperson 10 5 0 2 4 6 8 10 ��00 I � I I I � � I Date Si ned: � � � 9 Scale:1"=10' �;I i � - � � � 0 0 �' GRADING AND DRAINAGE NOTES LEGEND The LA GROUP -' °� 1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND Landsca e Architecture&En ineerin P.C. �� REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL � � PROPERTY LINE p 9 g - � r CONDITIONS TO THE OWNER'S REPRESENTATIVE. Pea fe.Pur ore.P(ace. -- � 8" SANITARY SEW� �� - p p ------ - -- - ORNAMENTALFENCE -_. _ -- � 40 Long Alley p:518-587-8100 '�` SA sA SA SA SA SA ;a sa sa sa sa sa sa sa sA sA sA sA sA sA "�` 2. ALL PROPOSED GRADES SET IN THE FIELD SHALL BE COMPLETED BY A NEW Saratoga Springs �518-587-0180 � `° ' YORK STATE LICENSED LAND SURVEYOR. azo PROPOSED CONTOUR LINE NY 12866 www.thelagroup.com MITCHELL STREET � c=-�--_ ' � 3. THE CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO � �� " "�� "�� '"� W W ' ` W W W W i,,,�✓ .: �. . . - - �,- - ,.�_ ,:. � - - � _,: .. - � -- � EXISTINGCONTOURLINE Unauthorizedalterationoradditiontothis � �� w�� w- w- w w � -_ �� CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER'S ��'�- _�--- �� ' � �' -- � - � REPRESENTATIVE. document is a violation of Section 7209 of the ,ti __-.- , . :, � NewYorkState Eduration Law. _ - 308.87 308.55 3( O8•651 3� � 308.55 „ °� BW 820.40 PROPOSED SPOT GRADE - _ - � � 0 308.61 .r,�� 4. THE CONTRACTOR SHALL BLEND ALL NEW EARTHWORK INTO EXISTING -- - �� I � GRADES AT THE LIMITS OF GRADING.PROVIDE SMOOTH ROUNDED � �the�A Group 20v _��_ (BW 820.40) EXITWG SPOT GRADE �r� ,� � I TRANSITIONS AT ALL TOP AND BOTTOM OF SLOPES. o ��j},� CONTRACTOR TO LOCATE AND REUSE � "�`�� EXISTWG WATER AND SANITARY SEWER Prepared£oir � i 5. PITCH EVENLY BETWEEN SPOT GRADES. ALL AREAS SHALL PITCH TO DRAIN -W- PROPOSED WATER LINE o SERVICES FROM DEMOLISHED HOUSE J ay H a n I ey� � �-� ---- - _____ _ � AT A MINIMUM SLOPE OF ONE-EIGTH INCH(1l8")PER FOOT. MAXIMUM CROSS - PITCH OF ALL SIDEVVALKS IS 2%. ANY DISCREPANCIES PROHIBITING THIS -� � � ��; "�' ' SAN PROPOSED SANITARY SEWER LINE `` SHALL BE REPORTED TO THE OWNER'S REPRESENTATNE PRIOR TO H a n I ey Devel o p me nt _- _ _ _ _ _ - � - _- _ _\ -� ` CONTINUING WORK. PROPOSED TRENCH DRAIN -------��------- --------- � �� ----------- 2 Ameka Driv��e ----��------- -- ---------------- r - ------ �r, � ---�- � 2 STEPS I 6. WHERE NEW PAVING MEETS EXISTING PAVING,NEW PAVING SHALL MEET Nan u et,M 02554 T TS 310.20 1 T � I THE LINE AND GRADE OF THE EXISTWG PAVWG WITH NEW. DRIP EDGE INFILTRATION TRENCH � j DRIP STRIP � BS 309.20 � � I L602 I 7. CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREA AND AT SAME PITCH AS SLOPING PAVEMENT.IF STRUCTURE SHOWN ADJACENT TO C�� PROPOSED SANITARY CLEANOUT ' �309.25 -- - -- � CURB,SET GRATE TIGHT TO FACE OF CURB. � � - - - - -- - - _ _ _ ' _ _ _ __ _ _ _ _ _ _ __ I 1 8. ANY DISTURBED AREAS OUTSIDE THE LIMIT OF�NORK SHALL BE RESOLVED � 390.50 310.3� � � 309.80 I � � - TO ITS ORIGINAL CONDITION AT NO COST TO THE OWNER. � I ' � 9. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINES SHALL BE DONE BY HAND'DO NOT EXCAVATE SO L W TH MACH NERY THE I I I . I I NTRA T R HALL REPA R ANY DAMA E T EX T N T L TY L NE R CO CO S I G 0 ISI GUII I SO �309.20 I 309.40 I � STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO � +308.E1 � ADDITIONAL COST TO THE OWNER. �- _� . � ' F FE.3�0.30 I � 10. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS �;'. ��- 1 I ' ��'� 1 PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS I I SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY � � I CONSTRUCTION. � � I � 11. ALL COMPACTED SOIL SHALL BE DE-COMPACTED AND RESTORED IN I ` I � ' I ?I , lO I ACCORDANCE TO THE NYS STORMWATER MANAGEMENT DESIGN MANUAL, 0 - 'I � JANUARY 2015. REFER TO CHAPTER 5;P.5-21 AND 5-22,TABLE 5.3 % - 1__ �, � 40 LF 4"HDPE�0.5% I� � 1 309.80 310.30 309.70 I� DOWNSPOUT CONNECTION DOWNSPOUT CObf�� 1bN �\V I��'�� I INV (4'j:307.50 � ` I� I ' INV.(4"):307.50 % + � � � � ': _ � 98 LF 4"HDPE @ 2.5% � Sj I _ � ', U; \ ----- , -- -- � ' � � !�.37 � IIr�09.40 � � „�� 309.65 Sj YARDffaAM��'� �� 309.50 � %%i � RIM:309.90 I � ' // � 309.75 � INV.IN(NW):307.30 � �-� � �� { - / \ �� INV.OUT(SE):� �ST �� CONNECT INTO 18'PIPE WITH � _ ' " J❑ ❑ 309.85 T ST � I ; _ __ _ APPROPRIATE FITTWGS ST j 309.65 ❑ ❑ HP 310.00 309.90 HP 310.00 40 LF 6"H�PE @ 0.5% � � � ` '� a� � � 310.00 310.00 � � � 309.50 1 � _ " � � � ��0.00 � � AREA DRAIN I ❑ ❑ ❑ i RIM 309.50 � � � � � 3 INFILTRATION TRENCH P�ajectTitle. 309.30� 309.42 ❑ ❑ ❑ I L602 INV.(18"):305.50 -, � � � � 74 Mitchell Street ! � � � � � � � 60 LF 18"PERFORATED � I ❑ ❑ ❑ 1 HDPE @ 0.0% � ❑ ❑ ❑ � Saratoga Springs,NY 12866 � AREA DRAIN RIM 309.50 ; 30 5 ❑ ❑ ; I ❑ � I 1 3 .75 ❑ 1 � �'�„ 309.85 � 1309.45 " 3Q9.65 310.00 310.00 309.60 � 1 . . 1 I 3a9.96 - _ _ . 309.96 � - � 1' 1 1 �` �' _ � _ I � 30 95 309.90 309,85�, � � �O 8��., � �� , .� � Project Na.: 2021014 1 309. ' . -�- � �r" ' l� Design: CMI I3�J.9� � � I Drawn: M1M Ch'k'd: MCB ' 309.8� 309.80 3a9.80 ' Date: 03/30/2021 Scale: 1"=10' 1 1 CURB CUTS � � Rev: Description: Date: _------------------- y --------1------------------------------------------ *��o��_e�------ ___.____. ,.��Y . ._. . - ��,,, , - � - __ __ 1 Revised Site Plan Application 3/30/2022 _---- --_- -_� 309.61 � �� 309.87 � � s� i �, � � � �, r. � SNYDER LANE ,�, ; � 0 �� o � 0 0� r� r� o o r� �- - - � � i � =--- .. _ .__ --_-1� - . . ;� D�aiving Title �.__ � _, ��-------------------------------------'��-------- � G RAD I N G � --------- ----- , � ' �' � ' �� \, ' � � __ , '�� -__ Planning Board # 2022XXX D RAI NAG E & UTLITY � I � I ``` � � � � � P LAN � '°` � � � Approved under authority of a resolution adopted � � �1 '� � by the Planning Board of the City of Saratoga Springs. � : �� -I I � --� � DrawinglVo. � i �1 � I Chairperson 10 5 0 2 4 6 810 � ; � '�� L300 � � . � Date Signed: Scale:1"=10' � _ NOTES: LEGEND The LA GROUP 1. PERENNIAL PLANTINGS SHALL BE LAID OUT IN GROUPS OF 3,5,OR 7. � � PROPERTY LINE Landscape Architecture&Engineering P.C. WHERE POSSIBLE GROUP LARGER STATURE PLANTS(AT MATURE SIZE) IN GROUPS OF AT LEAST 3 MIN. SMALLER STATURE PLANTS SHALL BE IN Peapfe.Purpore.P(uce. GROUPS OF 5 MIN. ORNAMENTAL FENCE 40 Long Alley p:518-587-8100 Saratoga Springs �518-587-0180 MITCHELL STREET DRIP EDGE/INFILTRATION TRENCH NY 12866 www.thelagroup.com � LOW-VOLTAGE WALL MOUNTED LIGHTING (SEE LIGHTING PLAN) Unauthorized alteration or addition to this document is a violation of Section 7209 of the 35 35 � LOW-VOLTAGE GROUND LIGHTING NewYork State Education Lave. AW AW (SEE LIGHTING PLAN) I _ LOW-VOLTAGE BOLLAR�LIGHT �the�A Group 20v �, ,', i .% i � � (SEE LIGHTING PLAN) � „>; � /� Prepared For.� � 1 23 23 � + DECIDUOUS TREE PLANTINGS �ay H a n I ey� TI PA TI Hanley Devel ment _ __ __ __ __ �, . �, __ / //% __ � _ ___ � . • CONIFEROUS TREE PLANTWGS 12 Amella Drlve PA � -- _ _ _ I- - - -- ��> � �� f; � � Nantucket,MA 02554 r + + �� - � �� 32 + + + SHRUB PLANTINGS 7 �� EP TC • — — PERENNIAL PLANTWGS � � � - - - ---- - - - - -- � � � 7 3 3 4 P� �B �B P� � �� LANDSCAPE NOTES: I I� ,o o LS I L600 SHRUB PLANTING,TYP. 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES $ ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,INC. PV � I 6 2. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN �P UNLESS OTHERWISE NOTED ON PLANT SCHEDULE. II� 3. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM,HEIGHT,BRANCHING HABIT, _- � lO FLOWER,LEAF,COLOR,FRUIT AND CULTURE,AND ONLY AS APPROVED BY I THE OWNER'S DESIGNATED REPRESENTATIVE. � _ --- � �� "�i i�� I 4. ALL NEW PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY UNLESS A: m , �� I� APPROVED OTHERWISE BY THE OWNER'S DESIGNATED REPRESENTATIVE. i ' ——————————1 ————————— r' I 5. WHERE PLANT SIZE IS INDICATED AS A RANGE,THE PLANTS PROVIDED i � � I �� I � 5 PERENNIAL SHALL BE A FAIR REPRESENTATION OF THAT RANGE. �� LS �------------I �� ' L6DD PLANTING,TYP. `�� \ � 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES 5 SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. SS � 7. THE CONTRACTOR SHALL LOCATE AN�VERIFY ALL EXISTING UTILITIES ��, -�� NF PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE OWNER'S �_: n REPRESENTATIVE. 8. ALL PLANT BEDS TO RECEIVE THREE INCHES(3")MIN.OF SHREDDED BARK ❑ MULCH. , ,;� � � � 9. AMENDED TOPSOIL BACKFILL SHALL CONSIST OF ONE(1)PART MANURE TO 6 CONIFEROURS TREE EIGHT(8)PARTS TOPSOIL AND BONEMEAL @ 20 LBS.TO 4 CY TOPSOIL. ❑ ❑ L600 PLANTING;TYP. 5 10. ALL DISTURBED AREAS NOT SCHEDULED FOR OTHER N/ORK SHALL RECEIVE PP ❑ ❑ ❑ SIX INCHES(6")OF SUITABLE ON-SITE OR IMPORTED PLANTING SOIL PRIOR TO SEEDING OR SODDING. ❑ ❑ ❑ 11. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A MIN.OF ONE P�ojectTitle. (1)YEAR FROM DATE OF SUBSTANTIAL COMPLETION. � � � � , ;; ; 12. THE CONTRACTOR SHALL MAINTAIN ALL WORK INCLUDING VVATERWG, "'' MOWING,AND PROTECTION FROM TRAFFIC UNTIL FINAL ACCEPTANCE OF 74 M itchel I Street �% ❑ ❑ ❑ THE PROJECT. ❑ ❑ ❑ 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE THE CONSTRUCTION LIMITS,AND ITEMS WITHIN Saratoga Springs,NY 12866 THE SITE THAT ARE NOT PART OF THE IDENTIFIED WORK OF THIS ❑ ❑ ❑ CONTRACT. 0 � � $° ❑ PLANT SCHEDULE HS TREES AND SHRUBS 3� KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE REMARKS/SPACING 5 RU AL 2 Amelanchier Laevis'Snow6ird' SNOWCLOUD SERVICEBERRY 8'-10'HEIGHT B&B 10 SS TC CF 4 Carpinus betulus'Fastgiata' UPRIGHT HORNBEAM 4"CAL. B&B TC 34 Tsuga canadensis EASTERN HEMLOCK 8'-10'HEIGHT B&B TI 2 Tilia cordata LITTLE LEAF LINDEN 4"CAL. B&B �� VP 6 Viburnum prunifolium'Ovation' OVATION BLACKHAW VIBURNUM 4'-5'HEIGHT B&B TC �� I Project Na.: 2021014 PERENNIALS/GRASSES I GROUNDCOVERS Design: CMI KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE REMARKS/SPACING Drawn: M1M Ch'k'd: MCB � � AW 70 Aster dumosus'VVoods Purple' WOODS PURPLE ASTER 2 GAL. 12"O.C. Date: 03/30/2021 Scale: 1"=10' AL 4 AL B Calama rostis brach richa 'Kari Foerster' KARL F ER TER REED RA C 6 0 S G SS 9 y� 2 GAL. 24"O.C. CF Rev: Description: Date: EP 32 Echinacea purpurea'Magnus' PURPLE CONEFLON/ER 2 GAL. 18"O.C. ... ... . . . . . --- .... . �:��. - . ... . --- . .. . . . . ..__.-_ ..- '"�'>. . . ...- ... ... ... .. -- .. ... _ . _. ._- 1 Revised Site Plan Application 3/30/2022 .____. _ . __ . �,. � .-- -- - — — -" HS 80 Hylotelephium telephium'Autumn Joy' AUTUMN JOY SEDUM 2 GAL. 18"O.C. LS 20 Leucanthemum superbum'Shasta' SHASTA�AISY 2 GAL. 24"O.C. 5 PERENNIAL PLANTING, NF 20 Nepeta x.faassenii'Walkers Low' WALKERS LOW CATMINT 2 GAL. 18"O.C. L600 TYP. PA 46 Perovskia atriplicifolia'Blue Jean Baby' BLUE JEAN BABY RUSSIAN SAGE 2 GAL. 24"O.C. SNYDER LANE 7 DECIDUOUS TREE PP 5 Panicum virgatum'Prairie Sky' PRAIRE SKY SVVITCHGRASS 2 GAL. 24"O.C. L600 PLANTING,TYP. PV 19 Panicum virgatum'Ruby Ribbons' RUBY RIBBONS SWITCHGRASS 2 GAL. 24"O.C. - RU 37 Rudbeckia'Goldstrum' BLACK-EYED SUSAN 2 GAL. 18"O.C. - - — " - — - - SS 10 Schizachyrium scoparium LITTLE BLUESTEM GRASS 2 GAL. 18"O.C. p�aiving 7it�e I -- -- -- -- �i - -- - - - -- - -- - - _ LANDSCAPE �, �, � �, _, ,_, ----- ----- -_ Planning B o ard # 2022XXX P LA N Approval I I � � � C 0 Y1 C. Approved under authority of a resolution adopted 'I � � p a d � II by the Planning Board of the City of Saratoga Springs. —i—i—i— I I �. Drawing lVo. ' �i �i i Chairperson 10 5 0246810 L400 I I � I Date Signed: Scale:1"=10' � LEGEND (MATERIALS) The LA GROUP � � PROPERTY LINE Landscape Architecture&Engineering P.C. LIGHTING SCHEDULE p�°p�P"'p°J`p� � LOVV-VOLTAGE VVALL MOUNTED LIGHTWG 40 Long Alley p:518-587-8100 LABEL QUANTITY LAMP TYPE FIXTURE�ESCRIPTION Saratoga Springs �518-587-0180 MITCHELL STREET �,`F LOVV-VOLTAGE GROUND LIGHTING NY 12866 www.thelagroup.com A 11 LED FLAT HAT LANDSCAPE LIGHTING,320 SERIES B 5 LED BEGA BOLLARD LIGHT,7792 LED,26,4W C 32 LED D-SERIES IN-VVALL LUMINAIRE,DSXVV1 LED 20C,1000 40K T3M MVOLT DDBTXD O❑ LOVV-VOLTAGE BOLLAR�LIGHT Unauthorized alteration or addition to this document is a violation of Section 7209 of the NewYork State Education Lave. . . .. . .. _ _ ... _. . . .. _ .. . _ . -. _ . �:�the LA Group 20ll LED Garden and Pathway Luminaire- LU M E�f S : 77249 Prepared£oir � cau us sn.aas.aase ' By BEGA J ay H a n I ey� `E°Gd'°e°d°°`a`hwdY`°�"°a"e "249 Hanley Development By BEGA ��h�� ' ��. ProductOptions 12 Amelia Drive � ' Finish:Graphite, NdIItUCIC2t,MA 02554 Motion Sensor:No, 1 II Photacell:No, �� o.�Fc a� c a Fc o.�vc �� Rating/Location�.CSA Certified Wet, � o�Fc �' C �Fc c c c c � CRI:85 i F o�Fc i.o Fc � Detalls _ _ _ _ _ _ _ _ r�e � I G' G' �+ G` I ClearglasssM1atle �/ Galvan'ized steelscrew-on mounting base�inclutled /'+� � � � Requlres 12 vol[ma9ne[Ic[ransformer(sold sepa2tely) I' li � I I I' Can be usetl wi[h exls[ing low voltage lantlscape systems I' I' Mat¢rial'.Aluminum dntl Steel I I I Marine Grade Warranty:3 years Matle In Germany ; B I II III I ; Dimensions Notes: Base:Depth 2.5" il I I II I il Fixture:Width 3",Height 27.5",Depth 5" Head:Width 3",Height 5.13",Lower Depth 5",Upper 1 o z c 1 Depth 4.13" PfeP°rea°y�. areaa�eo ro��. 1 I I I � P,ore�r. I o s c I Post:Width 3",Depth 2" aPP o a. PlacsmenF. Lighting I; II I; LampType LEDBuilt-in �I I I �I 7otal Lumens 120 Volts 12 � �1 . I I II I � ColorTemp 3000(SoftWhlte) I� �g � C C C C C C I I� cai as �� i o�F� C I� eq��aie�r No '� ————————— ��o'� �j o'� ��s-� '� �a� I Halogen.CFL or �al �� o s F � I �j�'o ��o �i�'o �il�o oi�'o o � UEDd6ul6 Can Be ————— �� 0. «< � Y.� � Fc 1 � ��% �� Addl[lonal Details �� ProductURL: � � C A � https://www.lumens.com/led-garden-and-pathway-lumi � � 1 1 nalre---77249-by-bega-BEG488550.html I _B ❑ ❑ I Rating:CSA Certified Wet LOW-VOLTAGE � ❑ ; ITEM#:BEG488550 BOLLARD LIGHT �Fc 5 Fc A h �°�� j Fc I ❑ ❑ I Project Name Date PRODUCT SPEUFICATIONS � =� � � � � Type or Model Qty A IVOLT�°' Low Voltage Landscape Lighting P�ojectTiBe. � B A � � � � i I Flat Hat 7" Path �Area Lights - 320 Series I °�" n � � � A I P�°d�"°es`�;P`;°" 74 Mitchell Street � 0 5 FC A❑ ❑ ❑ � The flat Hat 7"Path�ArYa Lfght fs a hfgh-qualfty outdoor � 1 1 r,gnc mac�s s�eac ro�;iwmman��:maue�areas.Feam�m� a tall stem and a sim le, et a[tractive hat;this luminaire POOL TO BE LIT UNDER P�o;e"=abeamo"`��m`nat`o�w"had`ame`e�o"z`t. Two vers ns e avaitable�one constructed of solid brass, I ❑ ❑ ❑ TH E S U RFAC E I �he othe�o�d` e�.�o« e=,=ta��te��a��om �_ mpp �_��-� P��e� Saratoga Springs,NY 12866 I ❑ ❑ I and an easy-[o-change bulb socket-and-enclosure ensure years A of op[imal performance-carries a lifetime warranty. Product Dimensions � A ❑ ❑ � �,,,� I ❑ I Specifications �T„ ' n ' 1 Construction:Solid B�ass or Sotid Raw Copper r� �Finish:Bmnze,Powder Coated Black,or Raw Copper I ❑ I 1 Leed Wire:4'(standard)or 25'(optional)18AWG 1 Mouncing:t0"Hammer'Stake with cu[out far wire exi[ ��4„ 1 Lens:Clear pro[ective polycarbonate lens ' � C C C ' � �Light Saurce(sold separetely):Bi-Pin(LED or Halogen) C C I Ope�atingVOltage:l2VAC � o,F� o,F� o,F� o,F� � C i o Fc i.o Fc i o Fc i o Fc i o Fc i o Fc 1 Powered by:VOLT's Low Vol[age Tansformer � C C 1 Features&Benefits Warrant � l. E� � 1 Solid erass or Copper Construction. Y I o� 1 Pre aged patina ar powder coa[ed finish. Llfetime Waffanty o.�FC 1 Stem is 1�inch thick and indudes ex[ra-long(1-inch)s[rip �ertifications C resstant threading for$rca[e�sfability. � ��o�� o�o�� o�� o�o�� Project Na.: 2021014 � � 1 Beryllium copper socket more corrosion resistant than � oi ro �i�o od ro od ro mpper. � � Design: CMI � Max20Wans C L Max20Wetls G' C C ISiliconeplugatleadwireexi[preventsgroundmoisture ��STED FlIe,�Ea663ae LISEO FileUEate3ae DraWn: M1M Ch'k'd: MCB and insects from en[ering luminaire through the stem. � � LOW-VOLTAGE �Ma�n;�e cn�eaaea body s«ews n;nc o�m��o-�;��ro�a Date: 03/30/2021 Scale: 1"=10' 1 1 IN-WALL LIGHT moisc�re ngnc eesig�. � Rev: Description: Date: �� •o.,�� , �.,,�m�a-o-�-�-�-�-G�.�.e.��.��. . _. ____ - �;. � - - _ . _. .. __ 1 Revised Site Plan Application 3/30/2022 SNYDERLANE . . ;�_- - _____. _ .— _ .. . ...._. .._..— .. _ . . _ . _ .. _ _ _ _ . .. . _ _ . . . . .--. -. . _ D�aivingTitle ; � , `-------------------------------------'�-------- --------- ----- PI AN I N G � ' % �� , � � __, ,.�,-—————————— __ Planning Board # 2022XXX I I . I ' I . Approval � I 1 � 1 1 '�� _� I I Approved under authority of a resolution adopted � � � I I by the Planning Board of the City of Saratoga Springs. I . I I . — Drawing No. � � � i Chairperson 10 5 0246810 L500 I � I I I � � I Date Si ned: � � � 9 Scale:1"=10' � WI�EN AS NEEDED TO MAINTAIN CONSTRUCTION SPECIFICATIONS � BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR STABILIZED ACCESS _��,.-f TO WALK TO WALK The LA G ROU P 1. MINIMUM STONE SIZE SHALL BE 1"-4"STONE,INSTALLED OVER FILTER 6"DEEP 5%o MIXTURE OF NYSDOT#2 FABRIC TO A MINIMUM DEPTH OF 6". � h` �� 4"CONCRETE-SEE �6"CONCRETE-SEE Landscape Architecture @Engineering P.C. CONTRACTOR RESPONSIBLE FOR � AND#3 STONE WITH FILTER FABRIC.SEE 2. MINIMUM VVIDTH SHALL BE 12'FOR ONE WAY TRAFFIC,24'FOR TWO WAY �;l �{�� KEEPWG TREE PLUMB.STAKING NOT CONCRETE SPECIFICATIONS CONCRETE SPECIFICATIONS Peopfe.Purpore.Place. �z NOTES. TRAFFIC.MINIMUM LENGTH SHALL BE 50'. ��. �, i �� ALWAYS REQUIRED,REFER TO � s � s • � 6"X 6"NO 6 VVOVEN VVIRE 6"X 6"NO 6 WOVEN WIRE 40 Long Alley p:S1S-587-8100 3. ALL SURFACE WATER FLOWWG OR DNERTED TOWARD CONSTRUCTION �`(� � � SPECIFICATIONS.IF REQUIRED � `�-'. MESH EXCEPT A.O.B.E. MESH EXCEPT A.O.B.E. Sarato a S rin 518-587-0180 I � A C C E S S E S S H A L L B E P I P E D B E N E A T H A C C E S S. I F I M P R A C T I C A L,A 7? - � }� �;�� I N S T A L L 3 G U Y S P E R T R E E E Q U A L L Y �' � ��` � g p gs � MOUNTABLE DNERSION BERM PREVENTWG RUNOFF ONTO ADJACENT ' �Y� �� 6"GRANULAR SUBBASE COURSE NYS "�� 8"GRANULAR SUBBASE COURSE NYS NY 12866 www.thelagroup.com ��` �, SPACED AROUND ROOTBALL. // Or� � ROAD SHALL BE PERMITTED. 't� � ' i✓�' PROVIDE DUCKBILL GUYWG SYSTEM �;�� DOT SECT.304,TYPE 2 COMPACTED ��y�"` DOT SECT.304,TYPE 2 COMPACTED EXISTING N 4. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT � ��'�` � '�O�� TO 95%STANDARD PROCTOR `i�� TO 95%STANDARD PROCTOR AS SPECIFIED. Unauthorized alteration or addition to this ROADWAY � %�, � TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-VVAY, � . " � , SUBGRADE COMPACTED TO SUBGRADE COMPACTED TO document is a violation of Section 7209 of the I ALL SEDIMENT SPILLED,DROPPED,VVASHED OR TRACKED ONTO PUBLIC 1�� -l✓`r GALV.TURNBUCKLE>1 PER o o Newvork State Education La�ni. `� r� )� 90/o STANDARD PROCTOR 90/o STANDARD PROCTOR RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY. �1 � �'�'t� � r� CABLE � 5. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA � l-'} �! i `��j� NOTES: NOTES �O the LA Group 20ll WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. � �� ROOT FLARE SHALL BEAR SAME EXPANSION JOINT SPACING-2D'-25'O.C. EXPANSION JOINT SPACWG-20'-25'O.C. 6. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS � �'� � I � - � / RELATIONSHIP TO FINISH GRADE AS CONTROL JOINT SPACING-5'O.C. CONTROL JOINT SPACING- 5'O.C. �z � AND STORMWATER POLLUTION PREVENTION PLAN. � � ,yT u�;��V'�� Prepared foc �, IT BORE TO EXISTING GRADE IN THE NOMINAL CROSS SLOPE-118"TO 1/4" PER FOOT(MAX.SLOPE 1:50 NOMINAL CROSS SLOPE-118"TO 1/4" PER FOOT(MAX.SLOPE 1:50 TYP.) -,'�1�,,� NURSERY TYP.)TOVVARDS STREET OR A.O.B.E.MAX.SLOPE ALONG THE LENGTH TON/ARDS STREET OR A.O.B.E.MAX.SLOPE ALONG THE LENGTH OF THE N/ALK 25'MINIMUM f% �.*� /•�� OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT�ETAILS TO 8E SUBMITTE� J a y H a n I e y� � �y. �� -� 3"DEPTH SHREDDED BARK DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER AND APPROVED BY CITY ENGINEER SIDEVVALK WIDTH TO BE 5'MIN.OR AS ��'�h ��.� ��` TRUNK.PULL AWAY FROM SIDEWALK WIDTH TO BE 5'MIN.OR AS ORDERED BY CITY ENGINEER ORDERED BY CITY ENGINEER H a n I e y Deve I o p m e nt CONSTRUCTION ACCESS ��f' �` " �r CUT ROPE SURROUNDING BOTfOM �,PE� TYPE2 12 Amelia Drive '� /I � � �i � OF TREE TRUNK AFTER TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING ACROSS DRNEVVAYS Nantucket,MA 02554 Scale:NTS t��'" p BACKFILLING BUT BEFORE I� ��Y �� MULCHING. DO NOT REMOVE GENERAL DESIGN CRITERIA FOR CONSTRUCTWG SIDEWALKS VVITHIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN BURLAP. SARATOGA SPRINGS RIGHT OF VVAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: E ' � 1.)ALL SIDEN/ALK INSTALLATIONS MUST BE DESIGNE�BY A PROFESSIONAL 36"MIN.FENCE 1.)SIDEN/ALKS Iv1UST BE PLACED IN THE PUBLIC RIGHT OF N/AY AT THE WOVEN WIRE FENCE OR �10'-0"MAX.O.C. -�" �=• ' """""""""' PROPERTY LINE. ENGINEER.PLANS MUST BE APPROVED BY THE COUNTY COMM.OF PUBLIC 3"HT.PLANTING SOIL SAUCER, TENSLAR MAT.(REINFORCE�� POST 2.)SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 2�SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.)FROM COMPACTED SILT FENCE ONLY) � _ 3J SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR � ' ` PLANTING SOIL AS SPECIFIED ALLEYS. THE EDGE OF SHOULDER. FILTER FABRIC AS� --- ,_ � i_ ��- .. . 45� 3.)SIDEWALKS MUST BE CONSTRUCTED 50 AS NOT TO INTERFERE VVITH DRAINAGE SPECIFIED o I- __ �- -_�_ -I I I- 6"NATIVE SOIL DRAINAGE MOUND, FIN.GRADE I -I-__ - _.I_ i I-: C O M P A C T E D T O 9 2%.(P O O R L Y FLOVV -- II I_ I I �--- �._ �_ - I DRAINED SOILS ONLY) CITY OF SARATOGA SPRWGS ~� _I_ � �O CONCRETE SPECIFICATIONS OF THE PLANNWG BOARD EMBED FILTER CLOTH-� -� --I_ i I ��- �I- - -I-_ � �U 2�'�� UNDISTURBED SUBGRADE 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL NOTE:A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUIv1P MIN.6"A MIN OF 6"IN � � L I-u--� I_I I L� I --- _ z MIN. CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRWGS RIGHT AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT GROUND. � �1 -I-I ��1 CD � OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE RATIO.UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE �-�� PERSPECTNE VIEW � CO N I F E RO U S T RE E P LANTI N G PLANNING BOARD.ALL MATERIALS MUST BE FROM AN APPROVED SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR OT THE SECTION F� 6 NYSDOT SOURCE.QUANTITIES MAY VARY DUE TO VARIATIONS IN ADDITION OF A SUPERPLASTICIZER IS APPROX.2-3 INCHES. CONSTRUCTION SPECIFICATIONS 2"X2"HARDWOOD FENCE POSTS,3' SCALE:NTS MATERIALS.PLANT BATCH TICKETS SHALL BE PROVIDED UPON LONG,DRIVEN 16"INTO GROUND REQUEST BY THE CITY ENGINEER.IF'APPROVE�EQUAL'MIXES ARE 4. ALL SIDEWALKS CONSTRUCTED FROM NOV.1-APR.30 SHALL BE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR BEING PROPOSED,PRIOR APPROVAL SHALL BE OBTAINED FROM TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. FILTER FABRIC AS THE CITY ENGINEER.SUBMITTALS FOR'APPROVED EQUAL'MIXES NYSDOT ITEMS 717-03 TO PROTECT THE FRESH SURFACE AGAINST 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED SPECIFIED SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE SPALLING CAUSED BY SALT INFILTRATION. EVERY 24"AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE,6"MAXIMUM MESH �1j � GALV.TURNBUCKLE>1 PER CABLE (3)PREVIOUS JOBS. OPENING. WOVEN WIRE FENCE,MIN.14 � �J / If 5. ALL SLIP FORM CONCRETE CURBING SHALL CONFORM TO THE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED GAUGE,WITH MAX.6"MESH � ��}�l� 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE(OR �i� CONTRACTOR RESPONSIBLE FOR KEEPING BY SIX INCHES AND FOLDED. SPACING,OR TENSLAR MAT � d J, BELOW,A NON-CHLORINE ACCELERATOR IS REQUIRED PER A.C.UI. APPROVED EQUAL). ��/ �l TREE PLUMB. IF STAKING,INSTALL 2"X2" 4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. (REINFORCED SILT FENCE ONLY) � � � / SECTION 306R-88. N/HEN AIR TEMPERATURES ARE 90�EGREES ��\ � ` � ��., SQ.OR 3"DIA.HARD OR SOFT WOOD FAHRENHEIT OR ABOVE,AN INCREASE IN RETARDER IS REQUIRED 6. ANY CLARIFICATIONS,REVISIONS,OR MODIFICATIONS THERETO 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" �e` / � � / / �r� STAKES,IN ACCORDANCE VVITH THE TO CONTROL SET TIME PER A.C.I.305R-99. SHALL ONLY BE MADE SUBJECT TO APPROVAL BY THE CITY �EVELOP IN THE SILT FENCE. �� I 1 � SPECIFICATIONS.(3)STAKES REQUIRED ENGINEER. 6. FILTER FABRIC AND WWF OR TENSLAR MAT SHALL BE ON THE NYSDOT APPROVED MATERIAL r FOR TREES GREATER THAN 2"CAL. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF LIST FOR SILT FENCE. � � /I i 7. REINFORCED SILT FENCE SHALL BE USED AS NEEDED AN IN LIEU OF STANDARD SILT FENCE AS ��L :� 4,000 PSI AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 �� /�� SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS"A"MIX REQUIRED BY QUALIFIED INSPECTOR. 1 / �f�� -� ` . � .(/ m� (ORAPPROVEDEQUAL). SILT FENCE � �� '��'! / NEATLYWRAPALLDECIDUOUSTRUNKS 9 CONCRETE PAVEMENT y � / � TO A HEIGHT OF THE SECOND LOWEST SCALE:NTS 2 Scale:NTS � BRANCH(FALL PLANTING ONLY) , � � ,� __ ."��,� i� ROOT FLARE SHALL BEAR SAME -�-�� Jv � '- RELATIONSHIP TO FINISH GRADE AS IT STRAWBALES STAKED SIGN / BORE TO EXISTING GRADE IN THE INTO GROUND '?1_�/ �' NURSERY 10 MIL PLASTIC LINING / , � 3"DEPTH SHREDDED BARK MULCH;PULL CONCRETE � AWAY FROM TRUNK. WASHOUT 10 MIL PLASTIC LINING CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT P�ojectTitle. O O O O O O SECURELY FASTEN LINER TO BEFORE MULCHING. DO NOT REMOVE 0 0 �BALESANDIOROTHER BURLAP. 74 MltChell Street APPROVED METHOD. ' E EQ. 3"HT.PLANTING SOIL SAUCER, ��COMPACTED STRAW BALE . , ,...................../' �.�__....._..._.. z o 0 0 ............... .:.. � N FINISHED GRADE ___- PLANTING SOIL AS SPECIFIED � � � q5° UNDISTURBED SUBGRADE Saratoga Springs,NY 12866 �EMBED BALES 6"INTO GRADE -� "'l � � SECTION WOOD OR METAL STAKES I I I I I I I I I I �� i' NOTES: (2 PER BALE) �- � - U U 1. WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE QUALIFIED O O O � � INSPECTOR. I 2'-�" IN POORLY DRAINED SOILS,OR AS REQUIRED BY 2. L O C A T E 1 0 0'F R O M S T O R M D R A I N S,O P E N D I T C H E S,W E T L A N�S,S T R E A M S A N D O T H E R S U R F A C E MIN. LANDSCAPE ARCHITECT,SET TREE 6"ABOVE SUBGRADE ON WATERS. NATIVE SOIL DRAINAGE MOUND,COMPANTED TO 92% 8'-0"MIN. 3. PRE-FABRICATED STRUCTURES MAY BE USED IF APPROVED BY QUALIFIED INSPECTOR. 4. CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID&CONCRETE GENERATED BY VVASHOUT OPERATIONS 5. INSPECT DAILY FOR SIGNS OF�AMAGE OR LEAKS&IMMEDIATELY MAKE NECESSARY REPAIRS. DECI DU OUS TREE PLANTI NG PLAN 6. CLEAN,OR CONSTRUCT NEW FACILITY WHEN WASHOUT BECOMES 75%FULL.REPLACE PLASTIC LINER WITH EACH CLEANING. � SCALE:NTS 7. WHEN FACILITIES ARE NO LONGER NEEDED,REMOVE HARDENED CONCRETE,SLURRY&WASHOUT MATERIALS&LEGALLY DISPOSE OF OFF SITE OR RECYCLE. STANDARDLEAF WIDTHS 2"(LATCH CLEARANCE) SEE LAYOUT PLAN 2"(HINGE CLEARANCE) CONCRETE WASHOUT 3 �� Project No.: 2021014 Scale:NTS � �N 1�"RAIL D�awn: M1M Ch'k'd: MCB a 0 SPACE SHRUBS AS 3"POST Date: 03/30/2021 Scale: NTS a INDICATED ON PLANS � � Rev: Description: Date: U �t�, ROOT FLARE SHALL BEAR 1 Revised Site Plan Application 3/30/2022 r SAME RELATIONSHIP TO i-�-�� o GATE UPRIGHT �`-�T. ,,, '� FINISH GRADE AS IT BORE �^-' W TO PREVIOUS EXISTING � 1 314"X 14 GA. w� � �, �-<, �- � f � GRADE z,; J''' U `^-�( i 3/4"X 18GA.PICKET � ;Q 4s� `U o 3��DEPTH SHREDDED BARK ` v'o a° 4� I � MULCH;PULL AWAY / FROM ROOT FLARE. SET CROWN FLUSH WITH WELD ON BOX HINGE E CUT AND REMOVE TOP OF MULCH D�awing Title z BURLAP FROM TOP 1/3 J ----3"BARK MULCH = �,p I I 16"TVP. I I SITE � OF ROOT BALL - 1 I I I I � PLANT SHRUBS IN � I I a Z - z CONTINUOUS BED OF z - PLANT PERENNIALS IN �� I I I I Planning Board # 2022XXX D ETAI LS - � `D � SPECIFIED PLANTING ` I Ii CONTINUOUS BED OF o z I I I I � I I I I approval SOIL � I\ I SPECIFIED PLANTWG SOIL �o I I I I `� Approved under authority of a resolution adopted m UNDISTURBED \ --�'COMPACTED I u U by the Planning Board of the City of Saratoga Springs. �� 12�� SUBGRADE UNDISTURBED Q� �'�` 12�� SUBGRADE DrawinqNo. ' MIN. �Z"� Chairperson �a SHRUB PLANTING G PERENNIAL PLANTING ORNAMENTAL FENCE & GATE L600 °� � SCALE:NTS `� SCALE:NTS � SCALE:NTS Date Signed: � /� TOP COURSE-NYSDOTITEM � LAYOUT LINE SEE LAYOUT PLANS % ,1" 1" \ 402.098302-9.5F3 H.M.A.,80 � CONTINUOUS DRIP SLOT ON ALL 1'-0" 1'-0" j SERIES COMPACTION OVERHANGS,TYP. J TACKCOAT-NYSDOTITEM � f' / 407-0102 DILUTED The LA GROU P � o STEEL EDGE RESTRAINT;CONTRACTOR TO ��1 � / / 3"THICK NATIVE STONE N / // / o �' BINDER COURSE-NYSDOT ITEM SUBMIT SAMPLE FOR APPROVAL BY OWNER'S Landscape Architecture�Engineering P.C. GRANITE CAP / ' � 402.198902-19F9 H.M.A.,80 REPRESENTATNE , � SERIES COMPACTION PG BINDER 2"Iv11N.DEPTH POROUS STONE PAVING, p�P��'pose.PGcce. ii �/2�� (LIQUID ASPHALT)GRADE SHALL 40 Lon Alle S1S-587-8100 r' I ' 3/8"MORTAR BED(SHIM TO '�\ � o BE PG-64-22 CONTRACTOR TO SUBMIT SAMPLE FOR 9 Y P- i �'�,�, IN=N/ALL LO�N VOLTAGE ii ACHIEVE 1%WASH ACROSS � � APPROVAL BY OWNER'S REPRESENTATIVE Saratoga Springs �518-587-0180 I � LIGHT RXTURE;MOUNT ° � �' NY 12866 www.thelagroup.com �i ii TOP OF CAP)TYR � � \ ii COMPACTED GRAVEL- 1"CHOKE STONE LAYER `��USH WITH UNDFyRSIDE OF \ /� � i NYSDOT TYPE 2(SECT.304) t`� � __� i ' CAP ii /�% COMPACTED TO 95% Unauthorized alteration or addition to this �� \ / STANDARD PROCTOR 2"GEO CELL FILLED WITH CHOKE STONE document is a violation of Section 7209 of the o ELECtR�Y'jRL CONDUIT � RAKED MORTAR JOINT � . — — NewYorkStateEducationLaw. ILOW�j0�t �LIGHTING �� DRIP SLOT INSET = I I v I I�I I I I I I I I I—I I I- r, � � � �' ii -I I I I I I I I�I I I I�I�—�!� SUBGRADE-COMPACTED TO ii NTS iii_ ii�—iii—iii—iii—ii.-. 'n ��\, i ii I ±3/4"TO±1 1/4"THICK NATNE STONE GRANITE VENEER; 90%STAN�ARD PROCTOR c0 the LA Group 20ll 1 CONTRACTOR SHALL PROVIDE SAMPLES FOR SELECTION \ � \ � ii BY OWNER'S REPRESENTATNE.;PROVIDE TYPE N OR S SUBGRADE LIGHTLY COMPACTED ( MORTAR;FORTIFIED WITH AN ACRYLIC BONDWG AGENT NOTES: Prepared£oir � : ii 1. TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER 6�� / ii FOR BASE/SCRATCH COATS AND FOR SETTING STONES. PLACING THE BINDER COURSE , Jay Hanley, I� � TOPOF ii REINFORCEDCMUSTEMWALL,nP. POROUS STONE PAVEMENT Hanley Development ASPHALT PAVEMENT IA '`� � FOUNDATION 3 � SCALE:NTS Nantu cket MA 02554 o ii SCALE:NTS ii� � FG ii FG n n �I• ' • 2"THICK BLUESTONE PAVERS,DIMENSIONS ii I VARY;ALL BLUE;THERMAL FINISH i� i il�� GROUT PER MANUFACTURER'S ---- -- RECOMMENDATIONS z --�----------�-----�---- -- � o ____________________________________ 4"REINFORCED CONCRETE v • • 8"COMPACTED STONE BASE � • • • COURSE,AASHTO N0.2. � — — — — COMPACTED TO MIN.95°/a • • STANDARDPROCTOR BOTTOM OF FOUNDATION 12"SUBBASE COURSE,TYR SUBGRADE COMPACTED TO 90% i UN�ISTURBEDSUBGRADE STANDARD PROCTOR 6" 1'-0" 11" 11" 1'-0" 6" � GRANITE VENEER WALL 4 BLUESTONE PAVERS SCALE:NTS SCALE:NTS � LAYOUT LINE SEE LAYOUT PLANS — CONTINUOUS DRIP SLOT ON ALL �-32 �-32 OVERHANGS,TYP. 4�� SPLIT FACE GRANITE 518"MORTAR JOINT, COBBLEBLOCK, GROOVED TOP OF PIER � �/ �" / �—NATNE STONE GRANITE CAP APPROXIMATE GRANITE CMU CORE - �IMENSIONS(10"x8"x4") COBBLE BLOCK � �� ' �� o FINISH GRADE,SEE �� CONTINUOUS Q_,'P SLOT AT ALL OVERHANGS,TYP. FINISH GRADE IN-WALL LOW VOLTAGE LIGHT � SITE PLAN FOR MATERIALS FIXTURE;MOUNT FLUSH WITH ii 1/2"DIA.x 6"S.S.C'10N7�12�:G„(4)PER CAP;SET � z i n ii ii UNDERSIDE OF CAP ii � � i ii �� n ii WI NON-METALLIC,N0�1-SHRWK MORTAR),TYP. ,- ��- � ii � I (I, ` MIN.3D00 PSI CONCRETE , � ELECTRICAL CONDUIT � ' � BED�ING,CONTINUOUS LOW VOLTAGE LIGHTING ii ±314"T0+1 1/4�.,THICK NATIVE$TONE GRANITE VENEER; CONTRACTOR SHALL Pf�OVIDE`SAMPLES FOR SELECTION BY "'�-------- SUBGRADE COMPACTE�TO 90% ii �� STANDAR�PROCTOR ii OVVNER S REPRES�f4TRIl_V€.-�R�VIDE TYPE N OR S MORTAR, ° FORTIFIED VVI7HRN ACRYLI �QNDING AGENT FOR BASE/SCRATCH 3" 5" I � ELEVATION VIEW � �� COATS AND FOR SETTINC�S� NES. v �� ' I SECTION VIEW NOTE:DIMENSIONS ARE APPROXIMATE,BASED ON AVAILABILITY FROM THE � ii qUARRY. CONTRACTOR SHALL VERIFY WITH THE OWNERS REPRESENTATIVE. ii , il �\ P�oject Title.� ;; RE'"F°R�E°��sT�,�wA��nP. GRANITE COBBLE EDGE II I, � �f ��:, �� 5 scn�E:NTs 74 Mitchell Street �� i �� TOP OF I, �� PERMEABLE CONCRETE UNIT PAVERS.3 8'MIN. FOUND�ATION ° `� ��j I THICKNESS.FILL JOINTS WITH BEDDWG STONE. CONTRACTOR TO PROVIDE COLOR SAMPLES TO o ii -' �� OWNERS REP.FOR SELECTION. Saratoga Springs,NY 12866 - ii n FG �i I FG 2"BEDDWG STONE,AASHTO NO.8 i� �i 4"COMPACTED STONE SUBBASE, �1i I AASHTO NO.57 COMPACT TO MIN. ---- --�� 95%STANDARD PROCTOR � � 8"COMPACTED STONE BASE z COURSE,AASHTO NO.2. � — — — — — — — — COMPACTED TO MIN.95% 0 4,500 P51 REINFORCED 'v CONCRETE STEM WALL STANDARD PROCTOR • I • EXISTING UNCOMPACTED SUBGRADE OR ENGINEERED FILL � I WITH MINIMUM PERMEABILITY RATE OF AT LEAST 10"IHR - • • • Project No.: 2021014 BOTTOMOF � PERMEABLE PAVERS a FOUNDATION 6 Drawn: M1M Ch'k'd: MCB � io 6"SUBBASE COURSE SCALE:NTS a --- COMPACTE�AS SPECIFIED Date: 1 Sca e: UNDISTURBEDSUBGRADE Rev: Description: Date: Q 6" 1'-0" 1'-3" 1'-3" 1'-0" 6" 1 Revised Site Plan Application 3/30/2022 2,7�� - 1'-3 112" 1'-3 112" STEEL EDGE RESTRAINT;CONTRACTOR TO - NOTES: SUBMIT SAMPLE FOR APPROVAL BY 1. BLUESTONE SLAB SIZES VARY OWNER'S REPRESENTATIVE � � / �j� / / 2"THICK 3'X3'BLUESTONE PAVERS, Q ALL BLUE;THERMAL FINISH �., Z'-�" �CONTINUOUS DRIP SLOT TURF BETWEEN PAVERS UNDERSIDE CAP,TYP. E D�awing Title z C.L.CONTINUOUS DRIP SLOT, � 1"SAND SETTING BED S I T E g0.0° a I UNDERSIDE CAP � Planning Board # 2022XXX DETAILS i; WASH WASH ARRIS LINE 6"COMPACTED STONE; Approval N NYSDOT TYPE 2 � Sl1BGRADE COMPACTED TO 9D% Approved under authority of a resolution adopted a STANDARD PROCTOR by the Planning Board of the City of Saratoga Springs. o � �� i� g" Dra winq No. Chairperson \ GRANITECAP LARGE BLUESTONE PAVERS WITHIN TURF GRID L601 �z GRANITE VENEER PIER � s�A�E:NTs °ateS19ned: �"` � SCALE:NTS 8" � SAW-CUT EXIST.PVMT.IN TRUE LINE.KEY PVMT.AS MIN EXIST.PVMT. � SHOWN.TACK COAT EXPOSED EDGES OF EXIST.PVMT. KEY PRIOR TO PLACEMENT OF NEW PVMT. JT. ITEM DEPTH MATERIAL METHOD OF LAWN RESTORATION PVMT.RESTORATION PLACEMENT T e LA GROU P TOPSOIL&SEED NEVV.PVMT.,SEE DETAIL Landscape Architecture @ Engineering P.C. AS SPECIFIED � PIPE ZONE BEDDING 6"MIN. NO.1&2 MECHANICAL COMPACTION Peopfe.Purpore.P(ace. � PIPE ZONE BACKFILL 12"MIN. NO.1&2 MECHANICAL 40 Long Alley p:S1S-587-8100 � COVER COMPACTION Saratoga Springs �518-587-0180 �1 � FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL NY 12866 www.thelagroup.com r SUBBASE MAT'L.; COMPACTION �I REFER � TO NEW PVMT.DETAIL Unauthorized alteration or addition to this w � pBURIED METALLIC NOTES: document is a violation of Sedion 7209 of the w 1. FINAL TRENCH BACKFILL Newvork State Education La�ni. � IDENTIFICATION 1.a. IN NON-PAVED AREAS.FINAL TRENCH BACKFILL SHALL BE Q WARNING TAPE EXCAVATED MATERIAL�NHEN DETERMINE�SUITABLE BY THE �O the�A Group 20v w x N z FINAL TRENCH BACKFILL ENGINEER OF RECORD;OTHERWISE IT SHALL BE Q � �� (SEE NOTE) STRUCTURAL FILL.MIN.MOD.PROCTOR DENSITY SHALL BE 85 Prepared£oir > o PERCENT. `n `� PIPE ZONE BACKFILL 1.b. IN PAVED AREAS,FINAL TRENCH BACKFILL SHALL BE J ay H a n I ey� o STRUCTURALFILL.MIN.MO�IFIEDPROCTORDENSITYSHALL Hanley Development Q�Q� PIPE ZONE BEDDING BE 95 PERCENT. pA' MAT'L 2. ALL PIPE ZONE BEDDING,PIPE ZONE BACKFILL,AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX.COMPACTED LIFTS. 12 Amella Drlve ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY Nantucket,MA 02554 z COMPACTED TO THE SATISFACTION OF THE ENGINEER. � PIPE O.D.+24" 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. `n iv11N. PIPE TRENCH SECTION 1 Scale:NTS WASHED PEA GRAVEL,3"DEPTH PROPOSED BUILDING �r�rY ALUMINUM EDGE RESTRAINT,TYP. � i PROVIDE 18"STAKES AT 24"O.C.OR AS � RECOMMENDED BY MANUFACTURER i i - i O� i .� i NYSDOT N0.2 STONE I I J 48 GEOTEXTILE SEPARATION FABRIC AROUND BOTTOM AND SIDES,MIRAFI 160N DRIP STRIP 2 Scale:NTS AREA DRAIN PLACE�20'ON CENTER WITH 4"ROUND GRATE BLUESTONE PAVERS 15„ WASHED PEA GRAVEL,3"DEPTH (�� i i ALUMINUM EDGE RESTRAINT,TYP. � � PROVIDE 18"STAKES AT 24"O.C.OR AS i i RECOMMENDED BY MANUFACTURER i � i i - i i i i i i i j � 4"HDPE P�ojectTitle.� i i r------------- ----J � i i GEOTEXTILE SEPARATION FABRIC i - i AROUND BOTTOM AND SIDES,MIRAFI 16D 74 M itchell Street 0 I U�� - I � �C)._,n . I i i NYSDOT N0.2 STONE i i Saratoga Springs,NY 12866 i ' � � CONNECT TO 18"PERFORATED PIPE i i i ��'�� '�� i i i i � i i 18"PERFORATED PIPE � � INV.:305.50 i i i i � v� ��_ � i iU �-,�U . i i � i i i I I I I I I L----------------- -----------------J Project No.: 2021014 Design: CMI � Drawn: M1M Ch'k'd: MCB Q INFILTRATION TRENCH Date 03/30/2021 Scale: NTS 3 Scale:NTS Rev: Description: Date: Q 1 Revised Site Plan Application 3/30/2022 FRAME AND GRATE � FINISHE�GRADE Q a NYLOPLAST YARD DRAIN D�awing Title SELECT GRANULAR BACKFILL S IT E m z _. �I � � a - - - � � Planning Board # 2022XXX DETAILS - 2 ;s�, :�.i Approval � � ��' ��z� � CRUSHED STONE Approved under authority of a resolution adopted � m ,� m 0 � � r - m i — -- __ �' _ = by the Planning Board of the City of Saratoga Springs. �� I I I I I��i��I COMPACTED SUBGRADE i� �I I I��I I I_ Dra winq No. Chairperson �a YARD DRAIN L602 �E � Scale:NTS Date Signed: 1'-8 1/2" 70'_0" 1'-8 1/2" 26�_0�� i 8�_0�� 26�_0�� ___ .. _ . _ . . -. . . _i_. .-- . ._ .. . . . _.. .� N �_ N r------------------------I ------------- 'I ----------I i I i (V I I I � I I � N DASH LINE OF � _�r-�� I � '; ', � �I , � uP � � � ROOF,ABOVE ��- -------- -------- � � i � I �g� �g� �OP�ENi� I I I I II�'� �� 'I��I � �T�y� ' -- � I LL � . �! I�I I I � � KITCHEN/ CHEF'S A��E ST,9IRWELL ____ I � P,SNTRY TABLE � �` � -__-=- I 152SF 192SF � I \ _-_--_-_--_-� . I i 2�-4��X 12�-3�� - 15-4��X 12�_3�� u a+-� �u i I (RESIDENTIAL / I A ' i' 'i i '/�i ° i I A APPLIANCES) � �� ° ° �� I ----------- � I � i � � ----------- - J � i I J i \ � / I � '�_, � G�LIERY �I �i H�LL _ � FITNESS cO � 539 SF 62 SF � 533 SF I N `� �� AR �BEEN�V � -----------i i �0�_3��X6�_p�� _5��xa1�_8�� M � � — 11�_6��33�_g�� .\ � M I C_ � -----------._ __ I L----------I J � , ' /�. I ., II � I � ��J�I � LOUNGE � I � 533 SF � ' \ �i ' �D�UNISIX� I 28�_3��x1a�-io^ �O��EN� � sasF � - �TC�� ' I N � , I A��E _' � I � � ,SD,�UNISEX �'i �� I I , - ' -� � � 60SF ,_, ��. I (�� /� ��I�'1 I�- '�;, \ _�, �/ I I, . �� i ;� / . , , � - _ , �� i � - iI _ ; i � �- ��i �,� i � � _ __,._ �.. \ N I. .. ..- -. .---" .--. ---. - _ - " "_ -. .-- - � . ---.. . _ - . ..--. .--. .. -. . -- -.. .-- . ., � . . �I � -. ._ ----�---- -" -� I �.T V � M I N I...- -. . _--.. . _--. . .--. . .--. . . .-. . . . _- -. . ..--I N �1� FIRST FLOOR PLAN �I I 3/16��_1�_�� ..h"�=:.'.:. � STANDING SEAM - METAL ROOF - ROOF - ROOF II 130�_5�� - . I i . . . I . I . I I i . . I . . . . . i .. I . I. . _I__�-- � ,...� - -130�_5:� J-L-�� , � � �� L-� � � � -1-1� I I. .I . I� I�. I�. I� �. .�. �'1�� .., 7�. I� .�. .� �. .�. ..I�. II. �I. . I. . I .. .. . .', ''I '' ' ''... ., % ',��,:'-�', , , � , , i , , i ,i ��. �i �- --�-� . . . . . . I I V //�` ��...� �� . . . . �'� i 'I � �.. I I I.. i �i �'..�I i � � i �.I ,% ;' .�=. ��'\ � �.I� I ��I.�.I �I. � �..' �, �� , i I. � ' ..,. . . . . . . -� -� � ...il�...l I ..I.. . I .I . .. .. .I .. � I I I � I .I.� I I I._.I.�. 1.. _I�� I� .I�._I.L 1 ._.I .I..� I II. II. I% � � � .i .�� i. I .I �.� I _.I .I I� .I��.I _ �.J.�.I I.�.I.I� .II II I I�� , i I I 1 I I i I. ' I �� I I I I ,i /� � I u ii TIMBERBEAMS i� i� i� i i i i i i _ i ii ii i ii ii � �L�� i i i L i_ i i i i��i: i i ii ii1 I� r '�. � -- i i �i i � �� _ , i i i i i i � � ��- � i �� i i i � i r i �i�i i r� i i i� i� � �� i i i �ii i �� i ,� __1_1 ��-,� ��` " � � �.. , _� i i i i i i i , � i �� i i � � i i i � � �i i " � � .,� �__ i i ' i i�i i�� i i � ri �- -' i �� i � �_ �i i ri i � , i � � � _ i i � i � � � - � i � i i � i-ii = � _ , � �i �� i ��_ � _ I ��_ � � � � i � i i � i� � ��- �� i i � ' � � � i_� ��i i ii� i � -- i _ �- i _i _ i' i� i� � �i i� i i i � _ i � � i� i i i - �L� /� I �� . � I � � � SHINGLESIDING � �� i ��i � ii � i � i i �\ i� ii � i i � �i� �i i L i � ii � 'i � - / i II I � � i � i � ��f � � i �� i i �� i L i i � 'i : i � � i � i�� i � - � i i � 'i�� ii� ii �, , -� �� i i �i �i� ��i � / � �_�i 'i � i i- i ii � � i � ii � �i � ; � , � i � � � _ � r� i � i i � i � �i / � � . � � ti�� , _ � � ' / ' ' �'� I � �� _ � �� r�� _i �� _ i � ., � �� i� �� i � � � � � � � i � , � _�� i ��. � � �� i� � � � �� L � i � �� i i� �� i� �� / i ��. �, � �� i i �� i i � i � � � - i � i � � i � i � � � � � �� - ii i / ---� , � � � i i � � � i � � � � � i � LOFT i II I �l � LOFT 113'-10° :�- � � _. ._� .— .. . . �- - .. . , 113�_1�� ...� �� - . -��- -�� IJ� -17��IJ �� - - ....... . i r� i i i i �� - ALUMINUM CLAD �� I li �, � � � I � I I �- -{ ' i , WOOD WINDOWS � � �-�-�,�� I II I II I � � �I I �"-�� , �� i _ — - � � _ � - � � � , � � � � f-Inn� � , � � CLAPBOARD SIDING PTD. � � �� 7 � � �� o .� �� [� � V, ' __'_I li �, � , U �i� � � ��I II � � � � I � r - - �/ � � } � I�� ,,�� , _� - �'\ � � � � � ' � � � ,, GRANITE STONE VENEER = _ _ i , ' � � ' �_ II I _I I I 'I . i � I ' � i � T � I i i i � � ' �,_I I I I -� _ _ I 1st FLOOR I T_ —, � ��i , � ' � I� � 1st FLOOR 100�-0' 100'-0" EAST ELEVATION NORTH MITCHELL ST ELEVATION � ) �v� 3/16��-1�_�� I G I 3/16��-1�_�� u I3ALZERTUCK :� �, ,�,, ,�,Wy, ,, �; �, ,, �, ��, , �;, ; ;,;y�� , , ,LL EXTERIOR ELEVATIONS The Stables _ � t ' 518.580.8818• BALZERTUCK.COM • F 518.580.88� � 0' 2' 4' 8'