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HomeMy WebLinkAbout20220921 1 Pearl Admin Action Subdivision Approval Signed Mylars i CITY OF SARATOGA SPRINGS - STANDARD NOTES: uj 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SITE SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. LANDS NOW OR FORMERLY OF IVICAJ.AND MAUREENT.KUNAC 2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE I _F BOOK 1583 OF DEEDS,PAGE 405 CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. PEARL STREET MACADAM DRIVEWAY w S89.53'00"E 121.00' 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED CEDAR HEDGE ROW SHALL BE LEGALLY DISPOSED OF OFF—SITE BY THE CONTRACTOR ----� TO A LOCATION APPROVED BY THE CITY ENGINEER. I 0 4.) THE CONTRACTOR MUST SET UP A PRE—CONSTRUCTION MEETING Z WANLIC<RETE WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. : WATERBURY STREET MACADAM CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DRIVEWAY DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE GARAGE i j/ * L CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE a I ' ' APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER W THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR i r� �\ `�\ TO ANY CONSTRUCTION. ! a 3 CONC Ld STONEND \t, 5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE ! I WALL 1.s't _ l CONCRETE AND STONE WALL ———— ! ' 1 I----- — -------� PROJECT. I I ROOF LINE (TYP.) 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED CHURCH STREET VAN DAM STONE AND CONIC. O STREET WOOD STORAGE CONCRETE BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE I N STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. I I W I I 7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE I L ROOF LINE —� MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR 0 24" MAPLE I I DEBRIS ONTO A PUBLIC ROAD. 0 ROOF LINE I i ZONING INFORMATION: I L 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE —' WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED 20" MAPLE I I PLANS AND AN AS—BUILT DRAWING HAS BEEN PREPARED IN ZONING DISTRICT: UR-2 18" MAPLE j ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. MINIMUM LOT SIZE: 6,600 SQ. FT. (WITH WATER AND SEWER) I (20,000 SQ. FT. WITHOUT WATER OR SEWER) 0 LANDS NOW OR FORMERLY OF LANDS OF o w--- I I I EXISTING ( ) 40,000 SQ. FT. WITHOUT WATER AND SEWER PICASSA,LLC C14 ONE PEARL STREET LLC I I 1"SERVICE MINIMUM MEAN LOT WIDTH: 60 FT. DEED NO.2016003666 DEED NO. 2020026256 I MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: PRINCIPAL BUILDING: 30 % AREA +SO. I j ACCESSORY BUILDING: 10% AR 14 520_ FT. � - I TWO STORY I POLE MINIMUM YARD DIMENSIONS: TWO UNIT POLE T9.Y.flslPP9fTCEL NO. I APARTMENT BUILDING I DEED REFERENCE: FRONT: 10 FT. A 42-2-22.2 _—_ I EXISTING 4" REAR: 25 FT. r SERVICEW ONE SIDE: 8 FT. 1.) DEED DATED SEPTEMBER 2 2020 FROM RYAN HALLUM AND 12" MAPLE s—� 5—S TOTAL SIDE: 20 FT. GABRIELA HALLUM TO ONE PEARL STREET LLC AND RECORDED PRINCIPAL BUILDING. IN THE SARATOGA COUNTY CLERKS OFFICE AS DEED NO. MACADAM I 2020026256. MINIMUM FIRST FLOOR AREA: DRIVEWAY Q I �� I 1 STORY: 900 SQ. FT. I 0a 2 STORY: 700 SQ. FT. I I MAXIMUM BUILDING HEIGHT: 60 FT. MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: I PRINCIPAL BUILDING: 5 FT. o CONIC. NOTES: FRONT LOT LINE: 10 FT. La20" MAPLE 40" MAPLE —i Y SIDE LOT LINE: 5 FT. 1 I 3 REAR LOT LINE: 5 FT. W I w 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT I MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25% I I F OF TITLE OR A TITLE REPORT. I CONC. APRON I I z 2.) UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS ARE MEASURED 18" MAPLE AROUND I (3) ELEC. o HOUSE I METERS �j TO ROOF LINES. I COVERED 3 I 3 w O ROOF LINE a �----- N c0 Q LJ O CID O O O t0 N . O CONC. REVISIONS: Z LO`6 WALK 1. REVISIONS PER PLANNING BOARD COMMENTS ON FEBRUARY 18 2022. k;;�CEDAR HEDGE ROW CEDAR HEDGE ROW N89'53'00 121.00' CONCRETE SIDEWALK E 1 DANIEL C. WHEELER, LS .... ........................ CONCRETE APRON I F � F ) - w CIA TES, LLC . m 1"56 SLATE CURB a PROFESSIONAL LAND SURVEYING 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 S sS a—­Ss­--Ss—Ss_--sS s___SS___ss s s___SS 3 ss s 3 s 3 s s—ss ss--sS 3 s___SS S s5 sS S�s�s—ems—ss RIM 353.39 s PH. (518) 583-7302 FAX (518) 583-7303 MH APPROX. 150 FT. OF 6" CLAY SAN. SEW. MAIN ® 1.7% RI = INV. = 348.61 �� OWNER/DEVELOPER: PEARL STR ET ONE PEARL STREET LLC WV 212 MIRO AVE. 4" WATER MAIN W W W W W W W MOUNTAIN VIEW, CA 94041 PHONE (650) 224-0793 SSMH RIM = 350.09 INV. = 346.00 UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) OF THE NEW YORK STATE EDUCATION LAW. ..... Y UTILITY OVERHEAD UTILITY LINES (TYP.) UTILITY El POLE POLE UTILITY POLE PLANNING BOARD PROJECT NO. 20211169 TITLE. EXISTING CONDITIONS PLAN CERTIFICATION: SUBDIVISION OF LANDS OF THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 1 PEARL STREET LLC DANIEL HEELER P.L.S. LIC. NO. 50,137 LOCATION: DATE. POLE CITY OF SARATOGA SPRINGS OCTOBER 18, 2021 (INSIDE DISTRICT) APPROVED UNDER AUTH Y OF A RESOLUTION ADOPTED ld G t L SARATOGA COUNTY, NEW YORK BY THWPNIN B F THE CITY OF SARATOGA SPRINGS SCALE: C AIRPERSON 1 INCH = 10 FEET MAP NO. 2021 -06-04 DATE SIGNED 6 l SHEET 1 CITY OF SARATOGA SPRINGS — STANDARD NOTES: W LANDS NOW OR FORMERLY OF N IVICA J.AND MAUREEN T.KUNAC 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SITE SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. BOOK 1583 OF DEEDS,PAGE 405 MACADAM DRIVEWAY S89.53'00"E 121 00' 2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. PEARL STREET _——— CEDAR HEDGE ROW 60.00 61.00' w 1 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED I SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR I CONCRETE TO A LOCATION APPROVED BY THE CITY ENGINEER. WALK z ui MACADAM �"' 4.) THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING Z GARAGE I i%\ DRIVEWAY WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. > I H CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A wATERBURY STREET I 0 DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE , APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER ! CONC. AND THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR STONE TO ANY CONSTRUCTION. i I WALL o 25 FT. BLDG. LINE I J �� CONCRETE AND STONE WALL 3 1.6'± i 5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE I STONE AND CONC. ———— ROOF LINE (TYP.) WOOD STORAGE CONCRETE a PROJECT. I N ch Cl 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED I i � CHURCH STREET VAN DAM STREET Ld BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE I L ROOF LINE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. z I _� 24" MAPLE W I I I 7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE ROOF LINE I MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR �-� DEBRIS ONTO A PUBLIC ROAD. 20" MAPLE I I I ZONING INFORMATION: I I 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE 1a" MAPLE I i WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED o I raj I PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ZONING DISTRICT: UR-2 LANDS NOW OR FORMERLY OF o I I LOUI I EXISTING PLANS WITH THE REQUIREMENTS OF THE CITY ENGINEER. MINIMUM LOT SIZE: 6,600 SQ. FT. (WITH WATER AND SEWER) Hit: PICASSA,LLC C,4 AREA 7,320±SO.FT. I I 1" WATER (20,000 SQ. FT. WITHOUT WATER OR SEWER) SERVICE DEED NO.2016003666 I I I (40,000 SQ. FT. WITHOUT WATER AND SEWER) MINIMUM MEAN LOT WIDTH: 60 FT. MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: O I I UTILITY o N I TWO STORY UNIT I POLE PRINCIPAL BUILDING: 30 ACCESSORY BUILDING: 10% z I APARTMENT PENT BUILDING MINIMUM YARD DIMENSIONS: O� —J NO.1 PEARL STREET I EXISTING 4" O I SAN. SEW. SERVICE 12" MAPLE AREA=7,200±so. Fr. I I s---5 DEED REFERENCE: FRONT: 10 FT. 1.9'± REAR: 25 FT. MACADAM I I j 1.) DEED DATED SEPTEMBER 2, 2020 FROM RYAN HALLUM AND ONE SIDE: 8 DRIVEWAY Q I I �� I GABRIELA HALLUM TO ONE PEARL STREET LLC AND RECORDED TOTAL SIDE: 20 FT. >00 I IN THE SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. PRINCIPAL BUILDING: 2020026256. MINIMUM FIRST FLOOR AREA: I I 1 STORY: 900 SQ. FT. 1 2 STORY: 700 SQ. FT. I PARCEL INFORMATION: MAXIMUM BUILDING HEIGHT: 60 FT. o I cork. MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: 20" MAPLE 40" MAPLE I 3 OWNER: PRINCIPAL BUILDING: 5 FT. W I I W FRONT LOT LINE: 10 FT. in ONE PEARL STREET, LLC SIDE LOT LINE: 5 FT. Z I I j W 212 MIRO AVE. REAR LOT LINE: 5 FT. cd CONC. APRON I I Z MOUNTAIN VIEW, CA 94041 MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25% AROUNDHOUSE I ME SC' o TAX MAP PARCEL NO. m L--------- 165.42-2-22.2 I COVERED I w ROOF N I I 3 Z TOTAL AREA: LIE L---- N O W o THE TOTAL AREA OF THIS SUBDIVISION IS 14,520f SQ. FT. o I I o Q V) �I ERE O Z 10 FT. BLDG. LINE ,*H WALK REVISIONS: 1.) REVISIONS PER PLANNING BOARD COMMENTS ON FEBRUARY 18, 2022. 60.00' Ak 61.00' �h N89'53'00 W 121.00' CONCRETE SIDEWALK CONCRETE z EY DANIEL C. WHEELER, LS APRON ------------- ............ SLATE CURB 3 CIA TES, LLC _SS S �S--��S s--��s---�3 S SS s S S----SS S S �s--�S S�S�S S 3 Sys--�S S 3 S—SS S SSSMH �S�s---�s�s� �55�5---�s� PROFESSIONAL LAND SURVEYING APPROX. 150 FT. OF 6" CLAY SAN. SEW. MAIN ® 1.7%RIM = 3 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PEARL INV. = 348.61 a.61 PH. (518) 583-7302 FAX (518) 583-7303 STREET AV OWNER/DEVELOPER: 4" WATER MAIN �l ONE PEARL STREET LLC 212 MIRO AVE. MOUNTAIN VIEW, CA 94041 MH RIM 350.09 PHONE (650) 224-0793 R = INV. = 346.00 . --- ----- OVERHEAD UnUTY LINES (TYP.) "' - UTILITY =74:: UTILITY UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB—PARAGRAPH (2) POLE POLE OF THE NEW YORK STATE EDUCATION LAW. PLANNING BOARD PROJECT N0. 20211169 P.L.S. LIC. NO. 50,137 TITLE: SUBDIVISION PLAN CERTIFICATION: SUBDIVISION OF LANDS OF THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE 1 PEARL ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. STREET LLC UTILITY POLE DA IE WHEELER P.L.S. LIC. N0. 50,137 LOCATION: DATE: CITY OF SARATOGA SPRINGS OCTOBER 18, 2021 (INSIDE DISTRICT) APPROVED UNDER AU RITY OF A RESOLUTION ADOPTED IL SARATOGA COUNTY, NEW YORK i BY THE/ ANNI G R O . THE CITY OF SARATOGA SPRING SCALE: CHAIRPERSON 1 INCH = 10 FEET MAP NO. 2021 -06-04 DATE SIGNED Zi SHEET 2 j TREE PROTECTION NOTES 1. TREES WILL BE PROFESSIONALLY PRUNED PRIOR TO LANDS NOW OR FORMERLY OF CONSTRUCTION. FOLLOWING ALL CERTIFIED ARBORIST IVICA J.AND MAUREEN T.KUNAC INSTRUCTIONS,AND BRANCHES THAT COULD BE DAMAGED BOOK 1583 OF DEEDS, PAGE 405 WILL BE REMOVED. MACADAM DRIVEWAY S89.53'00"E 121.00' 2. HIGH VISIBILITY ORANGE PROTECTIVE FENCING ON FLANGED CEDAR HEDGE ROW REMAINS 60.00' 61.00' POSTS WILL BE INSTALLED PER DETAIL ABOVE TO FORM A TREE ---, PROTECTION ZONE. FENCE SHALL BE MAINTAINED IN GOOD �F CONDITION THROUGHOUT THE ENTIRITY OF THE PROJECT. I OO - - - - - - - - 0 5'-0 MIN REAR SETBACK CONCRETE 4 TO DETACHED ACCESSORY EXISTING 3. FENCING SHALL BE PLACED USING THE GENERALLY ACCEPTED STRUCTURE MACADAM "TRUNK DIAMETER METHOD" (FITE&SMILEY 2008 FIREPLACE DRIVEWAY 1 I LL REMOVED GARAGE 5'-0 MIN SIDE LU "MANAGING TREES FOR CONSTRUCTION"). MEASURING THE I � SETBACK p -H .' • + � DIAMETER OF THE TREE b"ABOVE THE GROUND AND o NEW 5'-0 CONCRETE SIDEWALK OPTIONAL LF---SF SF�F�S,, ACROSS EXISTING DRIVEWAY ui MULITPLY BY b TO DETERMINE THE RADIUS OF THE 2 CAR GARAGE \ 1 PROTECTIVE FENCING. (720 SO.FT. ALLOWABLE s �i• COVERAGE WITH ROOF) PROPOSED �\ CONC. AND I SILT FENCE {i TON a 4. PLACE FENCING PER MINIMUM DIAMETER FOUND IN NOTE 3 WALL 25 FT. BLDG. LINE f p coNCRETE nND STONE WALLS ABOVE(WHERE POSSIBLE)AROUND TREES TO BE PROTECTED. N WHERE CONSTRUCTION AREAS OR STRUCTURES COINCIDE �•._ -L WITH MINIMUM DIAMTER, LOCATED FENCING AS CLOSE AS •.;.ram •�,;E n:��c TREE PROTECTION STONE AND CONC- ---- ROOF LINE (TYP.) o PROPosED PRACTICALTO MINIMUM DIAMETER. L _ O DURING CONSTRUCTION S CONCRETE - e ,r 11 I =•,[E WOOD STORAGE •�- �{+ '- �'� �,s-a�,r- �N (SEE NOTES) p NEW STREET LIGHT - I I 04 1 1 W% LET*TH FED E PROPOSED NEW TREE 5. NO VEHICLES WILL BE ALLOWED TO DRIVE IN THE TREE - �- -,��,, Yly •�, Id TRYA VIRGINIANA . Z r a 1 T TI �� E1;IFI' Tll _ =^'t - -a4., E' M E FE• E Tr E F ZE^E E=• �El T' Rim E T wRH+1nE TE'- I (AMERICAN HOPHORNBEAM) PROTECTION ZONE. �•* `" „ �'� ,• 'r *'- W r' 1..7a tE•. _T_ :FYLL £:.TEM UWE.- ? -. '1_'TT f 'e•Hb'?Moi-i.1 ilj ROOF LINE No.xr#FLTE. ----- �- e.a }r S. r- M4. FiLTE^ -L`fll T E T PE FbelEti•E "..:d T^ r.,p 1°E T 24" M LE - I 6. NO CHEMICALS OR MATERIALS WILL BE DUMPED IN THE TREE - ti i f •,: ; ;1,. FED E ��+�' 'TEE' r^Ew` a� Rn ��� �r E�1'I• \ I Ma ICM:C "1iYL WII A':,Z4 rir•e 7 1 -.��., •• 51•Wt14-V WC r1 .3 E-4% PROTECTION ZONE. *•- -•` Y s *E• TA•. F&P.h: •F FLTE-< <LAN 1,-,-A4 E++:N .THE- -ME. ',N41 .E �DN U Lu-ET A- ;IF 1'11E£ ati3 F'TLU FLTE'I LIM 0LL'E ETFNET FLTE3 w LOU // \ ROOF LINE I I aTxs TUEr®r Ul%%n ' :.s. -TA.AU f.7'1+•.. ?I y�:f==•,£ E:.tvzLE'T a• .•.:E` E:LIr•LEdT UP, ' � Iaff+_�r,1:tTFL' ..hlrr` :!i'LL �E E�v Fx E•r.t•.FF.::E< AREA=7,200±SQ.FT. / I 7. NO MATERIALS WILL BE STORED IN THE TREE PROTECTION Art£'• AFE FE+E :61% '4 ��r,E r Y1t YE'•N 1•AhTE►+ti.;E 9YIL 8E =ETFr� xt +EE'--E-1 A4.&"TErL+L'Ey":EI ANE4 20" AAPLE ,EXISTING I I ZONE. u w. Ama FLTE, rLr m ,;'4 'i:LL6E•_ E.fLs=14 THE SILT FEw_E I 18" MAPLE I I I - _-• 8. TREATMENT OF EXPOSED ROOTS: ROOTS GREATER THAN 1- :,:kl 1'lz ` L o I Eti-rE:RLTE- ;.L:TH LANDS NOW OR FORMERLY OF O , / I 1/2" IN DIAMETER WILL BE CLEARLY CUT AND WRAPPED IN a 84a .-F '. Ik I I ' O I I EXISTING I _ PICASSA,LLC N / I 1" WATER WET BURLAP. SOAKER HOSES MAY BE NEEDED TO KEEP THE 'F r------------------, \ I SERVICE DEED NO.2016003666 TREES LONG I ( \ I BURLAP WET: BURLAP WILL BE REMOVED PRIOR TO WEST PROF ERTY LINE La / LOU rOj I _ BACKFILLING. I I \ / [/ I I TO REMAIN I I � � e- I - AREA=7,320±SO. FT. I TWO srofaY I UTILITY 9. WORK WITHIN THE TREE PROTECTION ZONE WILL BE DONE I LT FE '• E `• T-• o N I POLE p TWO UNIT ...E E ". I. ELI,,Es Fov _ iAN Mus4or, & :;EjI VENT 1i I I � I I O I APARTMENT BUILDING I MANUALLY. :I. Z -J I EXISTING 4" , r, n�+ y �jf'�� NEW YORK I I r- NO. PEARL STREET I SAN. SEW kU�'EU. 4 IT4 lJl' ��}ZiTac7 SPitij;;l lrai, Yl�f! 1 , SERVICE " 10. FENCE MAY BE REMOVED OR ADJUSTED FOR DRIVEWAY, if f�:Olt7 _ 12" M PLE I I I S---ss- -S s -SO WALKWAY AND LANDSCAPING CONSTRUCTION ACTIVITIES. (T �[] ) I�TE r * c vT- 1.9'f - T�.°:ara` IL II Ftl _•� . .,, I DRIVEWAY > I I < MACADAM = I a STAB f5 "'C MRF Q W PROPOSED I I I w w 12 PEf+ 1" 3 MACADAM I I >O I o mit PIASSTIC I w DRIVEWAY I I I o aul PROPOSED HOUSE I I I ABC dN? IALIs vAnvf LLAT<rila o I 'tK I I SI S �2 PER t?4k ♦ -(dam C�4Al} NO.3 PEARL STREET I I I w aI (FINAL LAYOUT TBD) I -- z - I I I I u LL CONC. 4ELTI(Na Y-L' �20" MAPLE I I 40" MAPLE I4r E PLYWC-33 w REMOVE EX TREE 1200 A`I`- w I I I I PROPOSED NEW TREE +-- Son MINIMUM sT cC i4- 'L �, f'' r•+. Y r x STRYA VIRGINIANA a;, �S T _ E�I Fl I (AMERICAN HOPHORNBEAM _ vsn CONCRETE _[ �EFTERS TI TI I I I I wasHour nrr •�`&IT '_:'�llt I.sL 'T,4E •i.E 1 E 1 T„E '•"- a L9rE' I •E•--'tEt sr=c� E=1 1,•LE-+i w I • • IrvmAs4r ® t F cr rktw.6 LEV TH r L rFfV ,,;.is I E+L-llY LE ITN ti'�T LE TNFI+`I �FEET Ex'FT + •hfLE -E•1£"•ELT�NEI E J I I I 4 ,, -•r. ' -_. • .'--- ; : TNL.1.-*L:v - 44 LE::TK-% A- WAIE%. om I I Zw IIL I t . I I' `.._ _ ` -. wk8f.-_E. pC paE-m-, FlLTE1• I i`u c...r■naIe re°S I 1 M yi, -TM v�C- :':•MM VVd-M 1 .T 4'7 LC',S "I.THE r..L-L MIT"4TCONC. APRON AROUND (3) EL C .4 'n) -411 :m.h+Lis mm r nm x LL HOUSE METERS EXISTING - i%T 4 EE rh.RE `• `F ErRr-,':C TAETT-F W •;I: F T F -TVU E EAT-�E T RE TREE z Ay RMIL HLLI;E I UWE7 E E T E .E• T :1-a Z i • I.r. ------- CONCRETE WASN4LT rF --FIE LL J-FA£ALTE FLmfw. - I•E TE.r T.&.L,.LL o m ExG"lw. F .E AaTECOVERED SIGN DETAIL csa.l4a - --Tp+. .R:ar &Tlmo&%L i H-LL -E 1 IE :^ TW E Ti E IF A 14. 1• to :Y-. IWIMC•11UL •W-4TA tE CJY AMI 'Z "f NLL IE W16frrC: PORCH I 3 ` (8R EQUIVAL.ENT) ""� E ATF y- oT y:yI,TE>�w E TAE ETh4+•E :.N,LL rE H+FTy£1 iti g y All.h Mi:N ILL = ROOF LINE I O a t a _ mar rlraaWlc rLarnc r a Tyevr =r u 4;:1n - F sa'r x- -----J in 1 _ al.u, cw 4M BN1. w i PROPOSED PORCH i p m Q 0"%F U i OW-C E OPEA:M •Wl"HE 'W T r_TE -Tr Y ST IIE pOIJ+C WVC.VSia.'' O *: AW-1 *^Wkf,1 -E�i S IT 'HILL •E `f••E ON A Ar1E• 'TANLL•'E- 4m O I I • • e • • • • • T"rE a M1AI Ryv 14" ak t Fa Er SEAT Txs'Iv rE=1 E N ^ m I O E i � .r, "_,� ,�,m tr IflIM:•�k 1*-I+E'11.,.• i,l tiEE'Fi: r44TF3wwCE 51W1 HE ",,r.L:E 3 +FIEF E+r_N L--------------- 5-1J L O II O la CONC. 10 ,n: PtASTiC UIN (-p i ]3C mr� ssTTTt MAE R�FI III1WIf 1•ytLE 3.Ci rrm CIiA, p 10 FT. BLDG. LI E m ;n WALK - �` ---- Z PROPOSED NCT TO SCALE 7 In 6" SDR-26 LL CONCRETE S1' � LOCATE 3/4'OTYYPEDK SANITARY LINE Tm •� amw WASHOUT A �• ,. CONSTRUCTION AREA COPPER 11 o :%T" 'ILI�EI� � I'. 1T ' :'. TI'. r E'1 T -.N"E T: 1 ENTRANCE WATER SERVICE HERE T BASE" 0h, IYE+% -04 �1 IIDELINES F:-. _ _.�', E _ L!r W 60.00' SF 61.00' EXISTING REMOVE EX TREE ,ACTUAL LAYOUT MILRMIKU IA¢ THL iR-LO �F-JF= TREE PROPOSED NEW TREE L+- �r� /y ��] r�(�r � 7 - r2 1. N89'53'00"W 121.00' STRYA VIRGINIANA t -HE C!J"AGFiE1L YWASKX I 51C;IV (SL_ F, ♦ la) CITY OF .S it A DG7 SPRINGS, NEW YOP.X ' AMERICAN HOPHORNBEAM) NEW CONC. SIDEWALK n SHALL BE N 5 ALLED WITIIM 10 m Of THE 1/13/2010 %T-:..AF:D I+ET IL EXTENDS ACROSS TkilIPf40%, ''I:.RF"F 1LM,41511T FAC.ILITNi DRIVEWAY EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK T. - .11-�iIi-•• '-J , .,rYr- : �r�a �,-l.-:rE r#r{-ir' i .T- WATER PROPOSED CONCRETE PROPOSED SHUT OFF NEW STREET LIGHT REVISIO APRON MACADAM VALVE z DRIVEWAY rn w 1.) REVISIONS PER PLANNING BOARD COMMENTS ON FEBRUARY 18, 2022. SLATE CURB 3 PROPOSED NEW CURB CUT FOR PROPOSED NEW LIQUIDAMBAR STYRACIFLUA EY DANIEL C. WHEELER, LS DRIVEWAY LIQUIDAMBAR STYRACIF UA (SWEETGUM) TREE Ln (SWEETGUM) TREE s� S�S�SS SS S�S�s ��5, s, ss ss 5 ss ss s, ��SS�s-s� ;�Ss ;�s, „ „ ,s-ss s, ss ss s ss s, S SS-SS_sss S ENGINEERING AMERICA CO. SSSMH APPROX. 150 FT. OF 6" CLAY SAN. SEW. MAIN ® 1J% RIM = 353.39 rS CIA TES, LLC PEARL INV = 348.61 76 W A S H I I N G T O N STREET A."S_�6PROFESSpNAL LAND SURVEYING STREET SARATOGA SPRINGS, NEW YORK �wV PHONE: (518) 587-1340 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 4" WATER MAIN PH. (518) 583-7302 FAX (518) 583-7303 ` OWNER/DEVELOPER: SSMH `LTiy. RIM = 350.09 ONE PEARL STREET LLC . = 346.00 INV �°• Q4© y� �d �,q •, �YA ;, '�'':. 212 MIRO AVE. : g- MOUNTAIN VIEW, CA 94041 Ifi OVERHEAD UTILITY LINES (TYP.) UTILITY -•. � UTILITY UTILITY t POLE POLE POLE ` ' I :v = PHONE (650) 224-0793 • $� �;•' �; ��� UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) CITY OF SARATOGA SPRINGS - STANDARD NOTES: +, OF THE NEW YORK STATE EDUCATION LAW. F .�O F NEB 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, 5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE 0/if#•il+r1' SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PLANNING BOARD PROJECT NO. 20211169 2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE PROJECT. CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED TONYA L.YASENCHAK 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE P.L.S. LIC. NO. 085460 r L.3. I-R . NU. 3U, IJ2 TITLE: PROPOSED IMPROVEMENTS SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. TO A LOCATION APPROVED BY THE CITY ENGINEER. 7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE CERTIFICATION: SUBDIVISION OF LANDS OF 4.) THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR UTILITY WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. DEBRIS ONTO A PUBLIC ROAD. POLE CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE 1 PEARL STREET LLC DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE ADOPTED BY THE NEW YORK STATF ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN LOCATION: DATE: THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. DANIEL . WHEELER P.L.S. LIC. N0. 50,137 CITY OF SARATOGA SPRINGS OCTOBER 18, 2021 TO ANY CONSTRUCTION. (INSIDE DISTRICT) APPROVED UNDER AU ITY OF A RESOLUTION ADOPTED 1'9 SARATOGA COUNTY, NEW YORK l® 1 BY THE ANN G RD OF THE CITY OF SARATOGA SPRING SCALE: _ • CHAIRPERSON 1 INCH 10 FEET MAP NO. 21021 -06-04 DATE SIGNED �� 7 SHEET 3