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HomeMy WebLinkAbout20231022 146 Adams St. SUP Modification Plans As-ApprovedPrivate Horse Barn Expansion PROJECT VICINITY MAP Q PROJECT LOCATION MAP SITE / CIVIL: APPLICANT: SCALE: N.T.S. SCALE: N.T.S. Prior Variances - Issued June 2, 2004 * s Zoning Board of Appeals 'r CITY OF SARATOGA SPRINGS City halt, 474 Broadway Saratoga Springs, New York 12866 ;\��, Telephone 518.587-3550 y Fax 518-590-9490 RV THE ]KA TTER OF THE APPLAL OF Fine View Properties. LLC 146 Adams Street Saratoga Springs, New York 12866 from the determination of the Building Inspector involving the premises at 146 Adams Street, in the City of Saratoga Springs, New- York being Section 17919,131tx k 2, Lot 17, inside district, on the Assessment Map of said City, WHEREAS, the appellant having applied for an area variance tinder the Zoning Ordinance of said City, as amended, to construct a "temporary" stnfcture this year and then a permanent structure for future Years, tobe utilized as barns/stables for horses in the Institutional -Horse Track Related District and due public notice having been duly given of a hearing on said application held on the 26tb day of May- 2004. W]URFAS, after due consideration, the Board makes the following resolution and finding of fact that the area variance to permit the area variance for 146 Adams Street to permit a temporary structure in 2004 and a permanent structure to be, utilized as stables`bam for horses and requesting the .following relief: I'em era Sttucture UgmretlwI. d "Poreq cs�sftd front yard setback (Adains Street) 30 feet 29 feet tiont ;.lard setback i,Gridtey Street) 30 feet 15 feet Rritiatient St ll!;,I re front yard setback (Adams Street) 30 feet 13.5 feet front yard setback (Gridley Street) 30 fcct 15 feet front yard setback (Jackson Street) 30 feet 15 feet SPECIAL USE PERMIT- Issued April 6, 2005 RESOLUTION OF SPECIAL USE PERMIT IN TIME MATTER OF THE APPLICATION O NAME: PINE VIEW PROPERTIES, LLP ADDRESS, Q'o James Marshall ! 07 Country Roan Oueensbury, NY 12804 Involving the premises, 146 Adams Street, in the City of Saratoga Springs being section 179,29, block 2, lot 17 on the assessment reap in the said City, inside' district. WHEREAS, the applicant halving applied for a special use permit to allow a permanent horse barn and due ;public hearing notice having been duly given of a hearing on said application held can the 29th date of September 2004 and on the 6th stay of April 2005, WHEREAS, after due consideration, the Board makes the following resolution The Board tyrants a permanent spacial: use permit for a horse barn with the following conditions: 1) The size of the horse tarn shall not exceed 28 stalls and 10,400 square feet. 2) The use is limited to 90 days per years (inclusive of the days of the race meet), 3) The site shall be developed in generat conformance with the sketch development plan as stet milted; 4) There shall be an installation of a 3-fot wide stone dust path along the southern side of Gridley Street from Adams Street to Nelson: Avenue. 5) Gridley Street from Nelson Avenue to Adams Street shall have one-way iraff`ic during the 90-day period in which this horse barn operates in a manner specified by the Department of Public Safety, and, 6) There shall be a management plan relating to the use of the ROW by the horses which regulates the travel paths for the horse, the behavior of horsemen ano Cleaning of horsy: manure. This management plats developed in conjunction with the other horse barn, owners using the ROW and it shall be subject to the approval Of the Chair. Dated: April 6, 2005 ADOPTED by the following vote: - AYES: 6 NAYS; 1 Crate: ,June 29, 2005 Attachment cc: Mike Bluer, Building Inspector) --------------'_____-_ Chair, Saratoga Springs Planning Board; NOTICE OF DECISION- Issued February 23, 2024 N. CITY OF SARATOGA SPRINGS rj PLANNING BOARD zz •? { _ City Hall - 474 Broadway 3 Saratoga Springs, New York 12866 Tel: S18-587-3550 fax: 516-560-9480 c w Saratoga-springs.org NOTICE OF DECISION 146 Adams Street, Saratoga Springs, NY 12861 December 12, 2023 SHEET INDEX: COVER S-1 SURVEY- [ Map of Lands of MD Barns, LLC ] By Thompson Flemming Land Surveyors L-1.0 SITE PREP, DEMO & ESC PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING, DRAINAGE & UTILITY PLAN L-4.0 GRAPHIC- EXISTING & PROPOSED BUILDING SITE STATISTICS: TAX PARCEL # PARCEL SIZE: ZONING DISTRICT: USE: AREA / BULK REQUIREMENTS MINIMUM LOT SIZE: MINIMUM LOT WIDTH: MAX. BUILDING COVERAGE: MAX. % IMPERVIOUS SURFACE MAX. BUILDING HEIGHT: SETBACKS FRONT: REAR: INTERIOR SIDE: CORNER: PARKING 179.29-2-17 ± 33,812 S.F. INSTITUTIONAL HORSE TRACK RELATED (INST-HTR) HORSE BARN REQUIRED EXISTING PROPOSED 20,000 S.F. 33,812 S.F. 100, 156.5' 45% 30.5% 37.0% 80% 35% 42% 60' 23'-611 23'-6" 30' 30' 30' (C) 50' 12' (E) 40' 30' 30' * 1 PER 2 STALLS 4 SPACES (SEE BELOW) 3 SPACES (C) FIFTY FEET IF LOT ABUTS A RESIDENTIAL DISTRICT. (E) FORTY FEET IF LOTS ABUTS A RESIDENTIAL. * PARKING NOTE: PREVIOUS ZONING CODE 1 SPACE PER 10 STALLS. CURRENT ZONING CODE 1 SPACE PER 2 STALLS. 3 SPACES ARE PROPOSED, COMPLIANT WITH WHAT EXISTS, FOR A TOTAL OF 7 SPACES. CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4. THE CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CHUCK MARSHALL, Chair CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE MARK PlNGRYMAYO e Chair KER KERRY COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. BILL MCTYGUE PATTY MORRISON MICHAEL KING TONYSTELLATO 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. IN THE MATTER OF THE APPLICATION #2023 1022 AND #20231023 MICHAEL DUBS 146 ADAMS STREET SARATOGA SPRINGS, NY 12866 Involving the premises with tax parcel # 179.29-2-17, in the City of Saratoga Springs, on applications for a Special Use Permit Modification and Site Plan Review Modification to expand an existing horse barn in the Institutional Horse Track Related (INST-HTR) District. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as a Type 11 SEQRAAction: 9) construction rn expansion of a primary or accessory(appurrenant, nonresidential srrucure or facility involving less than 4,000 square feet of gross floor area and not involving a charge in zoning or a use variance and consistent with local ;and use controls, but not radio communication or rnicrowave transmission facilities Having properly noticed and conducted a public hearing on Febnrary 8, 2024 as required on the proposed use; And, upon evaluation of the application based on the City's enumerated evaluation criteria to ensure that the proposed use(s) will not adversely affect surrounding properties and community character; And, in accordance with the approval standards set forth in the City's Unified Development Ordinance, Article 13.4 "Special Use", the Planning Board issues the following decision on February 8, 2024 (passed 7-0 - in favor: Marshall, Pingel, Mayo, McTygue, Morrison, King, Stellato): 0 Issue a Special Use Permit modification to expand an existing horse barn - addition of 8 new horse stalls (1,184 sq._ft.). with a total coverage of 2,294 sa ft. And, in accordance with Site Plan Review approval standards in the Unified Development Ordinance, Article 13.5 "Site Plan Review", the Planning Board issues the following decision on February 8, 2024 (passed 7-0 in favor: Marshall, Pingel, Mayo, McTygue, Morrison, King, Stellato): F Approve Site Plan modification (set dated December 12 2023) as presented Th�plicant is required to: Submit two (2) paper copies and one (1) electronic copy of the final approved site plan set for signature by the Planning Board Chair within eighteen (18) months of approval as per Article I3.5 of the Unified Development Ordinance. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Planning Board #20231022 & #20231023 40 Long Alley Saratoga Springs The LA GROUP NY 12866 Landscape Architecture & Engineering P.C. p 518-587-8100 f 518-587-0180 People. Purpose. Place. www.thelagroup.com Michael Dubb 200 Robbins Lane, Suite D-1 Jericho, NY 11753 Note: this approval shall expire within eighteen (18) months of the signature of final plans if the applicant has not started actual construction as per Article 13.5 of the UDO February 23 2024 .L; Date filed with Accounts Dept. Chair Building Dept., Accounts Dept., Applicant/Agent. File r i 2 p oved and uthority of a resolution adopted la , f the City of Saratoga Sprin s. irperson Date Signed J J Q) �m c6 Detail CONC. MON. FOUND 9 Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. P•\M\Mr) Rnrne I I r TAR AA- Q+ Q07-1F1\Qoz-1r.1 un Q �... n/f lands of the City of Saratoga Springs I Bk614 P67 I CONC. MON. I FOUND 5 N79 22'36 "E 125.00' 309.�8 308.5�+\ --- -- -� 308.45 308.14 -° -< \ 308.81 k, o I a \ + 308.80 n/f Gary an d Phyllis Torrisi CONIC. MON. Bk 1187 P 156 FOUND N79 22CONC. MON. FOUND "E 125.00' FOUND 10"PINE - P �307.91 7 -'i- 3o7.4s O j'308. 8 0 - \ 07.79 6"HEf�IfJCK 307.5 I 3 6"HEMLOCK e gyp, 8"HEMLOCK 2-BOLE 24"CHERRY ' TREE 30""� TREE y l� 6"HEMLOCK 1210"PINE \ ' �6"HE K 307.52 3 �- 308.55 + 3� �' i d SHRUBS N 0 N ���� + 307.54 0 10"MPL. WALKING RING ° 1 Z SHRUBS 0 308.00 P 308.57 + 308.t6 j ( HEAD SPRINKLER \� \ \ ( I ° i DRYWELL ZZ� i o X3 N DRY O W Area= 307.40 Q00 �33 812 $.f. or\ \� �l +307.75 + 'lp 307.17 3 n -7 9 n n/f Kathleen Collum Bk 1471 P341 n/f The Paddock Coffee House, LLC Inst. #2021033274 MH. n/f Greg Malta and Renee Abdou-Malta FIRE H RANT Inst. #2021000105 BENCHM RK X ON B NNET NUT ELEV=3 0.22' " U 308.24 O- O-O O-O-O-O-O-O-O-O- , ti �-O-O-�O-O O-O-O-O-O-O-O-O-O-O-O-O-O 31o_5s _ _ S77_ - 36 W 250.10 �309.61 130"9.14 309.12+ ------S+30�- - -- 7+ ----- --( -- -- 309.22 12"ASH 8"MPL. 12"ASH / 6"MPL. 308.78 14"ASH 18" P 08.81 3 3 3 WATER VALVE--Z _ I 309.12 / WATER SERVICE / 307.94 307.92 3 308.42 3 SA SA w w w w w w w 6" WATER w w w w w w w w w w w w w I/ T_�0' wide) ��o w w w SA -SA -SA -SA SA SA g„ SANITARYSSA SA A SA SA SA SA SA SA SA SA SA Map Legend o marker found, labeled m utility pole ® water valve - - overhead wires /- wood fence -°-°-°- chain -link fence water line w sA sewer line SAN.MH. n/f Saratoga Casino Holding, LLC Inst. #2015030074 Deed Reference: Map Reference: Survey Notes: MD Barns, LLC "Map of Property owned by J.M. Adams, 1. Elevations are based on NGVD 1929 datum. Inst. #2017037407 H. Knickerbacker and C.E. Leland" dated 1871 filed in the Saratoga County Clerk's 2• The location of underground utilities shown on this plan are Office as Map Z-83. for information only, and all utilities may not be shown. The owner or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the owner or contractor due to the failure to contact the proper authorities shall become the responsibility of the owner or contractor. d- O Z � � • O O U O L Q) Z O q) O� O ® � O O C 2 � O 0 0 2� C� u7 in 0o T � U a� ® �NWa W Z ® _131°(D N N 10/24/23 SURVEY UPDATE DATE DESCRIPTION REVISIONS DATE: Oct. 1, 2023 JOB NO.: S23-151.24 TAX MAP: 179.29-2-17 SCALE: 1" = 20' 10 0 10 20 S-1 S23-151.24 DETERMINING CRITICAL ROOT ZONE: MEASURE DBH OF TREE IN INCHES. THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROM THE TRUNK THAT SHOULD BE PROTECTED BY FENCING CRITICAL ROOT ZONE= AREA WITHIN x FEET FROM TRUNK , FENCING POST CONTINUOUS CHAINUNK FENCING | TREE pnoraTIuw AREASTOCKPILING PROHIBITED | 4' MIN 2' SINGLE TREE MULTIPLE TREES CRITICAL |ROOT ZONE \L� |CHAINUNK-�w'J��\Y�� CRITICAL ROOT ZONE NOTE 1 TREE PROTECTION FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2 THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK D|xMETER, OR O'. WHICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL S\D[3, AND BE CONSTRUCTED OF CHA|NL|NK 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS DRIVEN 2' (MIN) INTO THE GROUND, POSTS MUST AVOID MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN 10' APART. 5. NO STOCKPILING OF NATER|AL3, VEHICULAR TRAFF|C, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE THE FENCING, FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER. 5. FENCING 3|CNAGE AS DETAILED MUST BE POSTED IN A � | VISUALLY PROMINENT LOCATION. � TREE PROTECTION FENCING DETAIL REVISED DATE CITY OF SARATOGA SPRINGS, NEW YORKDWG No STANDARD CONSTRUCTION TREE PROTECTION L-4 DETAIL I ��P�R 0 �TE C T 10 N. NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BYTHE OWNER'S REPRESENTATIVE PRIOR TOINITIATING WORK. 2. MAXIMUM SLOPE OFSTOCKPILE SHALL BE2:1. MAXIMUM HEIGHT SHALL BE12FEET. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. �����������������' STOCKPILE TEMPORARY �� U �������-U�~�~ � � Z EMBED FILTER CLOTH MIN. 8^INTO GROUND CONSTRUCTION SPECIFICATIONS: 1WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T"OR^U^TYPE ORHARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BEWOVEN WIRE 8'MAX\MUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. SILT FENCE Scale: NTS n/f TREE PROTECTION FOUND REMOVE EXISTING TREES TEMPORARY STOCKPILE / 311 RV r*cw�u:x | ' SILT FENCE ., � the -+-+- ~`' �- + + + ~ Cl'fv Of S0rC7tOg{7 ~ ���� ++++++ RNIOVE �(�7/� /�(�7 ' ++~+++~ ~ -�sWV�L RING ' K�-` , � _W -FOUND � «� `~ -| HEAD 0 ~ �L� |s.f.EXISTING 30-8-80 GRAVEL LOT 0, Ar DR. EWAY AD SH 309 Po REMOVE � WASH PAD � \ 4'-_ | \ = »� RO�}F ' r�~ooy�o-0 N N N 7 � i i u | | L|NE nm sxnoo � /'// ' K it h/��� C""O/ /Um BkY4711 P,341 ' .'/ . Tbe /ooddDCk CO�,­e /fo(Js'e. `�2��`/[l���27�� ~J `� ^^ °� /7 /f i | ,- - F~ / ' | � �� ��� ��07d ~�j � | ^~ ' (�»�» � ~ ^~ � ��n/+ /7���� /�/J��L/-..~. .�� / I7S+ J/�/l��/7D/}�/l� ` / | | ~ »~� ~~ -- ��o*y� �� p` PA FIRE H!YDRANT | � �� / PENCHMARK / /` X ON BWwNET NUT |�/�/| ' . [L[Y~J��22 DRYWELL 309,32 09.22 30912 WA WATER -------- 5S A S SA t PROTECTION NOTES: 1CONTRACTOR |SRESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT [>FWORK DUE TOTHEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN |NNORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES |N ACCORDANCE WITH THE LATEST EDITION OFTHE NATIONAL K4UTCD WITH NY8SUPPLEMENT TOPROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4. BEFORE ANY CLEARING |SDONE, THE CONTRACTOR SHALL ARRANGE ACONFERENCE ONTHE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO8EPROTECTED ORREMOVED, DON{l CLEARING WITHOUT ACLEAR UNDERSTANDING OFEXISTING CONDITIONS TO8EPRESERVED. 5. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TOREMAIN FOR THE LENGTH DFTHE CONSTRUCTION PERIOD AND SHALL, ATAMINIMUM, INSTALL TREE PROTECTION FENCE |NACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE ORWHERE DAMAGE MAY RESULT TO TREES TO8ESAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES T{}BESAVED. G, THE CONTRACTOR SHALL REVIEW THE LOCATIONS DFTHE TREE PROTECTION FENCING FOR APPROVAL BYTHE OWNER'S REPRESENTATIVE PRIOR TOINITIATION {}FSITE WORK OPERATIONS. 7. ATALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OFTHE EXISTING PAVEMENT SHALL BE SAW CUT TOACLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. � '"( �� O/��D�� �s/)7o /�� �i7�� //� REMOVALS S NOTES: 1|T|STHE RESPONSIBILITY OFTHE CONTRACTOR TOCOORDINATE WITH THE OWNER'S REPRESENTATIVE ONALL MATERIALS TOBE REMOVED AND RECYCLED/DISPOSED (}FOFF SITE. ALL HANDLING OF MATERIALS TO8EREMOVED, RECYCLED, DRDISPOSED OFMUST BE DONE SO|NA SAFE, LEGAL MANNER, |NACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL 8EREMOVED TOFULL DEPTH TOINCLUDE BASE MATERIAL AND FOOTINGS ORFOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. EXISTING ITEMS INDICATED T{}8ESALVAGED ORSTOCKPILED SHALL BECAREFULLY REMOVED AND STORED ASDIRECTED 8YTHE OWNER'S REPRESENTATIVE. 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OFENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OFALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES |NSUCH AWAY AGTONOT DAMAGE ADJACENT BUILDINGS OROTHER TREES TOBESAVED. 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OFGRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED 8YTHE OWNER'S REPRESENTATIVE. 1PRIOR TOCONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OVVNER/ONVNER'S REPRESENTATIVE TDREVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION |SDIRECTED TOTHE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NOWORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL BE|NPLACE PRIOR TOANY EARTH DISTURBING ACTIVITIES. REFER TOPROJECT PLANS, NOTES AND DETAILS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT ORABANDONMENT {JFUTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. REMOVE CONCRETE REMOVE WALKING RING REMOVE ITEM ----SF ---- SILT FENCE PROPERTY LINE LIMIT [lFDISTURBANCE \ \ TREE PROTECTION ��o ~ l�� ������'� � ������ �l������~� � ����~� �U ��� U����� ���� y � K K � � � �� ff1K y1 � ����� � �����8uuu� ^������ // =�=� " ��= =� '' �~�� � Approval- -Z/ 8 Pla f the City of Saratoga S Date Signed Unauthorized alteration o,addition tothis document i,aviolation ofSection 7zOyofthe New York State Education Law. ' 0the LAGroup z0l7 | Prepared for - Michael �� �~�~ ���U���� 200 Robbins Lane, Suite [)-1 Jericho, N\/11753 Project Tltle: ���^����1��� �����«��� K-.o�~"�~. Horse Stable Expansion ����� �� ��U������8���� ^���Y~. K�^~ ��" "~°"~�" ~ 146 Adams Street Saratoga Springs, K]V12866 C7) Project No.: 2023094 Design: cM| Drawn: ]Tkx [h'Kd: IVI[u Date: I2/I2/ OZ3 Scale: l^~uo Drawing Title K���X��l�U�J|�_ ����U�� U XU~@»�� �~���U��U��U���K�� �" ��Ul�K� CONDITIONS U��v�`��� ��� SITE K� PREPARATION �� � A���� PLAN �K�������kK U��Y� Drawing No - Detail ICONG, MON, FOUND DISTURBED "� j O.8 I / 111 lard of � ! y C c7r ?C4Apr; gE- DRYWELL: DW-1 ! K# '14' i �67 RIM: 308.0 I 1 EXISTING FENCE—,,,, CONC". MON. ' YOfN[ EXISTING ASPHALT ^f /-DRIVEWAY EXISTING GATE 24" TREE� . a � vy. S IRUB D SHRUR I ;SHRUB F SHRUR SHRUB I C) i SHRU19S i r: \ i 12'ASHI CONCRETE WASH PAD, TYP. ri.lf Gory ond "! jrfil t { t7iipf.ri FOUND PROPOSED STONE DUST WALKING RING wirinc :. D �. 110. 12 ASH 1 W a a Rik �O 6 0LU O � � ---- - 41 REAR SETBACK RESTORE SAWN WITHIN LIMIT OF 1 DISTURBANCE STONE DUST BREEZEWAY O 0 y m\\\\� \\j _ 10.0' r. ' 1 PROPOSED BARN } !3 % , J C . O ADD1TION0 STALLS) ,1184 SF PROPOSED ROOF r . ADDITION 2294 SF� O O BUILDING".: ... EE. CURVE I O u O -- 30� I EXISTING BARN (28 STALLS) N BREEZEWAY RELOCATED 5' X 9' CONCRETE WASH PAD i 1" ....._....— ............: a �.. t: p............. p .............0 _..... _._ O _0 .. ...._ O _____ O ______ U 0 ....._..._ 0 -----0 .......__..1 _.....� p .._...._...0 .....-"'-4 ............. O .__._ a ..__._... 0 ._._.._ U 0 0 __.___ p _.....___ O .........-..:: e [ _J ...... ��� �•.". �� �....�? a� � � � ... � `off " " L LAYOUT NOTES: _._...__..__.............. _._... .......___......._.......__._......_......_._.__.___..._.._ _.. _ ._._.___. � _. ._....._..-.-.--............. 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE--...-- CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 1!l f orcyto o L.vJl,�C✓ �..Jvii !l s — ry •- 155, 'Z00 ,i V r"'Y t: SHRIUB tills{;'=sy, } lie U mIj ` o............i..._. ._.. 0 V u 0 77 ' ' 34 1 n . r{ Greg � `?tG Gr,d LEGEND LIMIT OF DISTURBANCE (0.23 AC) PROPERTY LINE f CONCRETE ASPHALT PAVEMENT GRAVEL 20 10 0 5 10 15 20 Scale: 1" = 20' LAWN Planning Board #20231022 & #20231023 ADDroVal Wand uthority of a resolution adopted 2'/q/Lla f the City of Saratoga Spri gs. C airperson Date Signed The LA i:.xtl i:. Aa 11 3Fc_t Frt � Exat};r t *ts f>C Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for. Michael Dubb 200 Robbins Lane, Suite D-1 Jericho, NY 11753 Protect Title. - Private Horse Stable Expansion 146 Adams Street Saratoga Springs, NY 12866 WT1,A) Project No.: I 2023094 Design: CMI Drawn: JTM Ch'k'd: XXX Date: 12/12/2023 Scale: 1"=20' Rev: Description: Date: Drawing Title LAYOUT & MATERIALS PLAN Drawing No. L-2.0 GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED XX/XX/XX PERFORMED BY 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 25. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT, IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES, 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 19. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 20. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 21. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). uON; MON. #r CISI-! r BED 1 I_ ! CONIC MON, FOUN6 Ir w\ <I; ,.. , , I : ! ,\ rN ■ � .. r1�. r ,sr r } �� C .If ro n, !`i FRAME AND GRATE FINISHED GRADE PRECAST CONCRETE RISER RING SET IN FULL BED OF MORTAR 0 kl, 24" DIA. ✓ r a D 9n, 1t�vi` 4' Q D U ,:: a D . D r. DPRECAST CONCRETE DRY WELL n- t PRECAST CONCRETE 1 {, DRYWELL FOOTING 9 AT i Scale: NTS I r n �] -7 ! CONC, MON, t 3k l' r'J? rf r-.J j 5 F01,11 D s�> I � i FOUND � f l 1' (� �/ x A� : \ i' # 4000 IAN 2 ASH t. \ 1 DINE MLOCK 1 3C.. 2 F r # \ 1 # \ �\c:�f \ # f 309.03 30 3 DRY�O , � - 1 .. ` # f w ire: O 0 W # (n ' DR' I CID O I a \� + 307.7 c, 307-71 0 FFE 309.13 I 1 I= W \ �`r: Yjy rY`��P G ! �: E 3Cu.3f O c t,,T �` Sr' __q.� . • . • .. ... . � � . ' .�-._ < ._.._. � ... � � � I�Ia�. {.__, a I r. 309 0 0 n \ i si?i`s L. 13 �� 3.s. O 4. 7 \ IAA :�.:. ixx(( 1'P .. I : . I ! nc 22. ; _. t 30906 309.03 309.03 .j M1t V'�L j f 3 ` 1 u 9.1 309.0 # 30 7 33 2 Jis. l I .. . . .. . ....... ...... ............. ..71 111....... ... t / j• ! r __..�# I 3 ,. 0 OF c # I FIFE..E........-.....309.133J9Z ._C. J II \ a { ............. � II �`,• >I � { ! g i 1 - . I I _ I \ i. ^ ; i ,r : ' _..... ; .,. E,_ # 56 08- is 77t .94 w0N '. i "ALA �,' K • i~ Ai? is ..... I # c q.. _ r . .. 1 i. ' ....._� ._ 307.61 f` GR A E SHRi E? ! ,t _ RZ - �T d+ 3 !# � d" C\7 `.7iif1 yr_ tC�y' 3 '✓R i!?�.1.... �....�_ ....._...._.. _-^ � 309,32 1! {.. sHEa,_Bs h rtJ .t2 f a r' v} r ) f,; . lar?ds of the ' !fir i ,f s Yr i t `� .P 67 DRYWELL: DW-1 L-3.0 RIM: ± 308.0 r; o it h .l i`7 en C :.111 i ,l t -nf ,_.r k 7 4 rr ;1P -547 / AH. I �1 r .s ... a. A � t i .3 j 4! L... l., 0 i,.r lJ J FIRE WYVIRAN7 BE N HMFRK X iON BONNE-1 NUT E;%.E.tt 310 .'2' y.. '�{... ~zi'. _.._ ._.. !0)­­­ ....._._�_... i ._Wa�1.'4 <;........_..a 0 0 a0._........g 0/31G.}9 ?r, p.`C,t3,r�2��. l 0 _09.5.t3tj`C ?` J1f I ! \ 30n.7 '<� i`r,3C?f3.i1 n ��R 309.2'2: WA it i I ,w 3i7.923;.12 ER 307.94WA ..? �. SA---- sA _.......... y pj._...._._..._�,,......__� _ ...., eh .._.. ...... _ ......._...._ r 6," WATC.R i I l \ -SA a "� . SA- 3A u>, rC` _...- ...........__.._....._..._..__............_-___.__._..._............ ___....._ _.� _.....----....-_.._..._._....._-..._._.._..-----------. __------. _ ......,.._..._...__._��___-......__._.......... , )& 2 J _..... 1 _.... _ w ...._ __ w _ _....... . _._1... _.....; :>A :'iA :aS -' "a..-�:-`�� " �,�..,.o`�... ..�`$ : a, - JA --- :iA- _ qR tshy -• • SA � SA- ID LEGEND PROPERTY LINE LIMIT OF DISTURBANCE (0.23 AC) .__ .......... .......... __W-------- _. _.___............ EXISTING WATER A._---.__�._...__�__..._._v&. _ t. EXISTING SANITARY DRYWELL 0 09 `-CRUSHED STONE NYSDOT TABLE 703-4 12" (MIN.) SIZE 3 GEOTEXTILE SEPARATION FABRIC, TOP AND SIDES ONLY 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board #20231022 & #20231023 The...... GR(C)"UP Landscape Arch iiiecturc & Engine J €'.0 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for.' Michael Dubb 200 Robbins Lane, Suite D-1 Jericho, NY 11753 Project Title. - Private Horse Stable Expansion 146 Adams Street Saratoga Springs, NY 12866 IAJQk OA t'3 U r 00160 Project No.: 2023094 Design: CMI Drawn: JTM Ch'k'd: IVICB Date: 12/12/2023 Scale: 1"=20' Rev: Description: Date: Drawing Title GRADING, DRAINAGE, & UTILITY PLAN Approval bb pproved under authority of a resolution adopted O 1,41 Fyhe PI Bo r f the City of Saratoga Sprin s. Chairperson Date Signed Drawing No. L-3.0 Michael C)ubb Jericho, . Private Horse alert ..,v;?< 2'.k c �F mom. i:_11 ' C .� EXISTING BUILDIN w% PROPOSED ADDITION Planning Board #20231022 & #20231023 A oroval ?./ 8 mz pproved and rauthority of a resolution adopted Pi B r" f the City of Saratoga Sps.hairperson ri g Date Signed