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HomeMy WebLinkAbout20250054 115 Regent St Beagle School Site Plan Plans As-ApprovedPROJECT VICINITY MAP PROJECT LOCATION MAP C SCALE: N.T.S. ❑T SITE STATISTICS: PARCEL SIZE: TAX PARCEL ID: ZONE: EXISTING SPECIAL USE: ONE STORY ADDITION OF 1,275 SF BULK STANDARDS MAXIMUM BUILDING COVERAGE: MAXIMUM IMPERVIOUS SURFACE COVERAGE MINIMUM YARD SETBACKS: FRONT SETBACK: SIDE SETBACK: REAR SETBACK: Beagle School Building Expansion 15,523 +/- SF, 0.36 AC. 165.76-2-29 U R-4 DAY CARE CENTER Dill IIDCr) DDO\/Ir1Cr1 40% 20.9% 75% 39.6% 10, 30.83' 5' 5.29' 25' 48.11' CITY OF SARATOGA SPRINGS MARK PINGEL, Choi, CITY OF SARATOGA SPRINGS r IOSEPH FERRANTE, Vice Chair `+ PLANNING BOARD KERRY MAYO PLANNING BOARD BILL MCTYGUE MICHAELKING City Hall 474 Broadway City Hall 474 Broadway -} TONY STE LLATO} Saratoga Springs, New York 12866 Saratoga Springs, New York 12866 Tel: 518-587-3550 ALEX WHITE Tel: 518-587-3550 °"a^'`' evwwsaratoga-springs.org www.saratoga-springs. g NOTICE OF DECISION In the matter of the application #20250054 The Beagle School 115 Regent St. Saratoga Springs, NY 12866 Involving the premises with tax parcel no. 165.76-2-6.1 in the City of Saratoga Springs, on an application for site plan review for additions to an existing school totaling approximately 1,400 sq. ft. in the Urban Residential —4 (UR-4) District. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as Type II; And, in accordance with Site Plan Review approval standards in the Unified Development Ordinance, Article 13.5, the Planning Board issued the following decision on May 8, 2025 passed 6-0 in favor: Pingel, Ferrante, McTygue, King, Stellato, White: Z Approve site plan set (including lavout and materials plan with revision date April 16. 2025) subject to the following conditions: 1. Address technical comments provided by DPW, May 7, 2025. 2. Submit offering of parking agreements from Empire State College and Presbyterian United Church. 3. Final plans shall be provided to the satisfaction of DPW. The applicant is required to: 1. Provide documentation of conformance with all required conditions of approval. 2. Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the City. This must occur prior to final signature by the Planning Board Chair. 3. 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 13.5 of the Unified Development Ordinance. Note: this approval shall expire within eighteen (18) months of the signature official plans if the applicant has not started actual construction as per Article 1.3.5 of the UDO. Pag, 1 of 2 SITE / CIVIL: 0 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 APPLICANT: The Beagle School 115 Regent Street Saratoga Springs, NY 12866 MARK PINGEL, Chair IOSEPH FERRANTE, Vice Chair KERRY MAYO BILL MCTYGUE MICHAEL KING TONY STELLATO ALEX WHITE NOTICE OF DECISION IN THE MATTER OF THE APPLICATION #20250277 THE BEAGLE SCHOOL 115 REGENT ST. SARATOGA SPRINGS, NY 12866 Involving the premises with tax parcel #165.76-2-6.1, in the City of Saratoga Springs, on an application for a special use permit modification to an existing school for an addition in the Urban Residential —4 (UR-4) District. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as a Type II SEQRA Action: • (9) construction or expansion of a primary or accessory/appurtenant, nonresidential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change In zoni ng or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; Having properly noticed and conducted a public hearing on April 10 and May 8, 2025 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 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 May 8, 2025 (passed 6-0— in favor: Pingel, Ferrante, McTygue, King, Stellato, White): 0 Issue a special use permit modification to expand the existing school by constructing additions totaling approximately 1,400 sq. ft. as per submitted plans: Condition: 1. Site plan review and approval required. Note: this approval shall expire 18 months from the Issuance date unless all conditions have been complied with and a building permit issued, if applicable. Site Plan Application 115 Regent Street, Saratoga Springs, NY 12866 January 24, 2025 May 23, 2025 SHEET INDEX: COVER SURVEY L-1.0 SITE PREPARATION & DEMOLITION PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 SITE DETAILS 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 CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 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 # 20250054 Aproval / Vproved under authority of a resolution adopted 5 Z by the Punning ". and of the City of Saratoga Springs t r Chairperson Date Signed ` _ SCALE: N.T.S. LANDS NOW OR FORMERLY OF RONNE A. ISRAEL BOOK 1440 OF DEEDS. PAGE 377 UTLrr POLE LANDSCAPING EASEMENT (SEE NOTE NO. 3) N425B14'W 3.52' LANDS NOW OR FORMERLY OF THOMAS E. FUREY. JR AND JULIE M. FUREY DEED NO. 2020027708 N467997"E 73.06` S425716'� 1.87' N46' 19'58 "E 83.50' J,l,>�.°. - ram`•. .e=.!�.�'"`-,'' d1��£/. _,L f ,r'' /!! a ,,F` .'` ,• g _/tee°°L .'r ,tj' . -z ❑-❑-❑ + ❑-❑ ❑-❑-❑-❑-❑-❑_ ❑ °-0-O-❑-❑- ❑-❑-❑--0- ❑-° 6 FT. VINYL FENCE 307.1 307.2 307.0 ❑ + 307.2 54502b1 W ❑ 73.10' I13 PLAYSEf I ❑ + + 307 2 307.4 0 h N I LANDS OF =SANDBOXI THE BEAGLE SCHOOL 30+ 7 + w ° AREA = 15,523± SO. FT. > DECK U. ° r4,rrrap �a,9cE .vo � 8" MAPLE 165.76-119 ` _ PLAYSET 307.6 ❑ I PLAYHOUSE/ ❑ SHED I ASPHALT ❑ DECK 307.4 + 13 + 307.9 24 NORWAYd1f` •':ln,: �� SPRUCE LANDS NOW OR FORMERLY OF MICHAEL J. AND DIERDRE S. LADD BOOK 1509 OF DEEDS, PAGE 172 OVERHEAD UTILITY LINES 6.9 -u BRICK WALK FjELEC. METER I I I i I ti 1 J ❑ `I REGENT OVEI*EAD UTLITY LIKES (TYPJ UTILITY POLE STEPS - - OPEN PORCH & STEPS -----� 309.9 L ROOF LINE --,+ 308.3 I THRESHOLD ELEV. _ 310.26 � I i t� WOOD I i 1 11 DECK I ICHIMNEY 1 STORY MACADAM DRIVEWAY + 307.9 Q BOOK 979 OF DEEDS, PAGE 739 308.1 I 308.4 THRESHOLD TWO STORY BUILDING ELEV. _ NO. 115 REGENT STREET 309.65 COV. PRCH. 1 STORY F.F.E. THRESHOLD ELEV. _ ELEV. = 311.00 310.11 RooF LINE I- - -1 I PORCH W309.7 L- EXISTING WATER SERVICE S46'41'52"W CLEANOUT Y WALK �k EXISTING SAN. SEW. SERVICE J 0 T TRIPLE 12' RED 112" RIVER OAK BIRCH CONCRETE SIDEWALK TC 308.98 CONC. CURB BC 308.50 10' ORNAMENTAL PEAR RIGHT OF WAY = 50 FT, WIDTH OF PAVEMENT = 28± FT. DEED REFERENCES: 1.) DEED DATED FEBRUARY 10, 1978 FROM MARINE MIDLAND BANK TO THE BEAGLE SCHOOL AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK 979 OF DEEDS AT PAGE 739. 2.) DEED DATED MARCH 11, 2021 FROM SHARINE C. SWEET BATTAGLINO n/k/a SHARINE C. SWEET TO THE BEAGLE SCHOOL AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. 2021014291. MAP REFERENCE: 1.) MAP ENTITLED "LOT LINE ADJUSTMENT MAP LANDS OF SHARINE C. SWEET AND LANDS OF THE BEAGLE SCHOOL", DATED NOVEMBER 20, 2020 AND FILED IN THE SARATOGA COUNTY CLERK` OFFICE AS MAP NO. "M2021162". NOTES: 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR A TITLE REPORT. 2.) UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS ARE MEASURED FROM THE ROOF LINES. 3.) THIS CROSS -HATCHED AREA REPRESENTS A REVOCABLE EASEMENT AGREEMENT GRANTED BY THE BEAGLE SCHOOL TO THOMAS E. FUREY, JR. AND JULIE M. FUREY FOR LANDSCAPING AS DESCRIBED IN DEED NO. 2023007457. W (O + 308.1 + IE yG� 307.9 8" FLOWERING PLAY + CRAB HOUSE 308.0 l < V "21-z GAS I E] METER GATE ❑-❑ ❑ ❑- r'1-w + + , I, ll + "1 308.8 308.70 308.6 ❑ LANDS NOW OR FORMERLY OF ELLIOTT AND CATHERINE MASIE BOOK 1589 OF DEEDS, PAGE 564 N46'41'52"E 40.50' - - - - - - - i S3 i e! 3i SHED i P� 30' SUGAR ------- MAPLE + 307.0 307.7 DEED NO. 2021014291 26" SUGAR MAPLE 03077 + METAL POLE WITH BIRD HOUSE MULTI -STEM ❑ ...`1% ORNAMENTAL (BURNING BUSH?) 308.6 ❑ 308.1 + I 309.01 MACADAM DRIVEWAY M �+ 308.7 309.0 ❑ + l 308.5 Ll 1309.0 6 FT. VINYL FENCE 308.7 309.01 308.94 122.81 ' TC CRB. CUT CRB. CUT TC 308.88 308.43 308.38 308.84 ... . ..... . ... . ..... . ..... . ..... 308.9 + GATE STREET + W7.5 0 N n 00 n z n w 307.9 LL + to W ip h N N V) 6 FT. VINYL FENCE LANDS NOW OR FORMERLY OF SHARINE C. SWEET BATTAGLINO DEED NO.2020031741 AREA = 15,140 ± SQ. FT. o■Q■l�■e ZONING INFORMATION: ._....._......_...._....._._.__. ..... _....................... ......_........_......_._._._................_..._....................._....._.....................__.._.._.. ZONING DISTRICT: UR-4 _........_.................._........._..............---------... MINIMUM LOT SIZE: 3,000 S0. FT. / D.U. (RESIDENTIAL) ----------- ---- --- _.____---- __._-____.._..-_..__..._._.__._..._.__----- _.____._._...._....._.__.-......._._._..._._._.___..__._....... MINIMUM LOT WIDTH: 60 FT. (SF) 80 FT. 2F - .._....._...... ... ............ .... ................ ........... .__._--- ------ --- ._..._....._......................... ..... ....._..................... ...... ....... ........ __......_..._..__..._.. ....._.._.._........_._ MAXIMUM BUILDING COVERAGE: 40% MAXIMUM IMPERVIOUS SURFACE COVERAGE: 75% _.HEIGHT:40_ MAXIMUM BUILDING FT.___._....._.._......_....__.___.____ � .... ....... ...... ..... ................ ..... .._........_..............._............................_....._... MAXIMUM FIRST FLOOR ELEVATION WHEN PRINCIPAL BUILDING WITHIN 20' OF SIDE I I LOT LINES I 4 FT. j MINIMUM SETBACKS: FRONT: 10 FT. ONE SIDE: 5 FT. TOTAL SIDE:_ _12_FT�...__.---- .---- .__......._...__.___...._._..._..._._..________ MIN. CORNER SIDE: 8 FT. ... _.....................------.......------ .._.................._._..._.__._._.._._.........._...... ......................... ._.._.. __._.._.._ ....._._..._ REAR: 25 FT. 308.70 308.64 TC 308.52 BC 308.19 WHITE STREET 4.) BEARINGS AND DISTANCES IN ITALICS PERTAIN TO THE LANDSCAPE EASEMENT. SLIDE TO BE REMOVED DECK TO BE REMOVED BRICK WALK fa aF , b °Z o�v a n i N425814l4W 3 52' • N46.19'58"E ❑-❑-❑-❑-❑-❑ _❑ - ❑-❑-❑-❑-❑-' + + 307.1 307.2 545 02 01 "W 73. 10' N4679a7 E 7306' S4257'16 - 1.87' 83.50' 307.2 + 307.0 SWINGSET 307.6 + 307.2 EXISTING + LAWN AREA ��� �F . *� 307.7 PROTECT EXISTING v TREES TO REMAIN )LAYSL7 + /0 _ / EXISTING n LAWN AREA 307.4 \ . Jg 0 1 STORY N! '52 THRESHOLD ELEV. - 310.26 THRESHOLD ELEV. _ 310.11 + 307.9 OPEN PORCH & STEPS ROOF LINE 308.3 CHIMNEY wwn N °�� +1 3 :X U TC 308.98 BC 308.81 N CLE411110 If a 0 N SANDBOX TO BE REMOVED •4 SHED AND DECKS TO sd,� BE REMOVED W 1p i� CONCRETE WASHOUT N46.41'52"E 40.50' • � 3os b< "" . . t _ • O .r i- EXISTING I so7.o LAWN AREA \ PROTECT EXISTING TREES TO REMAIN \11 to. 307.9 >307.7 + 3oe.1 INNIN -�, - - - - - - - 7 _. +A. • ° x + IN 308.1; i x '� I • + 307.5 + \+ / 307.7 PLAYHOUSr TO BE COV RELOCATED EXISTING MAY + LAWN AREHIM \�c 307.9 t� +MULTI -STEM ORNAMENTAL X(BURNING BUSH?) • • ASPHALT DRIVE TO3os.1 BE REMOVED • { 308.5 Ll�s `y \ ...�t 0 308.7 300 9 + + \ \ ❑-❑-❑-❑-❑-❑-D-❑-p-❑-❑- 309•01 30e.94 122.81 ' 1% 88 . II T CONSTRUCTION ENTRANCE GENERAL NOTES 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED " SURVEY OF LANDS OF THE BEAGLE SCHOOL", DATED JANUARY 16, 2025 AS PREPARED BY SURVEY ASSOCIATES, LLC. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT 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 CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY, 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.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. 5. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF WORK LINE. IF NO LIMIT OF WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND i-� REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. a a e e 7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. & IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY 0 ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING N SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH °Q THE OWNER'S REPRESENTATIVE. 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED BY THE OWNER'S REPRESENTATIVE. 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 12. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. W 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING 210 INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND N DRIVEWAYS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. -❑-❑-❑-❑- 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. SITE PREPARATION NOTES: 10 5 0 2 4 6 810 Scale: 1" = 10' 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. PROTECTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE 4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE, ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS, TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE LEGEND PROPERTY LINE ���1 ��00 0���01 LIMIT OF DISTURBANCE �CXXXXXXX REMOVE ITEM ---- ----- -- - EXISTING STORM LINE REMOVE STRUCTURE -A EXISTING SANITARY LINE REMOVE PAVEMENT - -------------------- W- _----..----------- --.. _ EXISTING WATER LINE -- - EXISTING OVERHEAD UTILITY SF PROPOSED SILT FENCE Planning Board # 20250054 A1212roma1L. N Aft Approved under authority of a resolution adopted Oy .the Planning Board of the City of Saratoga Springs. ° Chairperson Date Sign4d 77 CM1 The LA GROUP Landscape Architecture 8. Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. (0 the LA Group 2017 Prepared for The Beagle School 115 Regent St. Saratoga Springs, NY 12866 Project Title: Beagle School Building Expansion 115 Regent St, Saratoga Springs, NY 12866 f ' 3 x�,v,,, RO�ES1C+`�P Project No.: 2024106 Design: MCB Drawn: MCB Ch'k'd: DRC 1124124 Scale: 1"=10' Description: Date: 1 PLAN MODIFICATION 5/7/2025 2 Comment CHanges 5/23/2025 Drawing Title SITE PREP & DEMO PLAN Drawing No -1.0 L N425814 W .3 52' N46' 19'58"E L.-.-.i./.-.-.-.� -❑-❑-❑-❑-❑--❑-❑- EXISTING PLAY PLAYSET HOUSE EXIST LAWN ING V2 01 W 73:10' EXISTING LAWN N4679:3T E 7,i.06' 54257116 E 1.87' 83.50' EXISTING SWINGSET 0 h U) 600 1\\\0 \\\\ " �\\\\ 1��N �a\\ R5.00' _ REAR SETBACK R1A4Z LAW[ �\ a00 o W EXISTING 00, \ l� h s I€I 40x14 PLAYSET \ > ADK UEAN T idd\ � �� \ I � a �\\� ° D O O 00 f�f}i3 K `\�\' 0 `�V\! o . o°o°0 0 0 0000° 0 0 0 0 o 0 0 000°0°00000000 oo !(x` 0 0 ° ,.. o°o R12.00' "." N O O°°°°o0°°00000 0 0 0 N LAWN I a .,. . I I '❑ I ;'13 : Y 3 em ❑ I I I / L/ N I N U m �w BRICK WALK 3 m Lo ! 1 STORY II 3 I13 I I I N� a a 1,680 SF EXISTING BUILDING 0 amon, -.vam k, EXISTING LAWN M \ U 0 RONT SETBACK �' 0 S46'41 '52 "W 0 ° C o N46'41'S2"E ° V` 10 8 3 g Sj L4.0 Vt ING 40.50' `/-ANNUAL PLANTINGS TYP. BIRD HOUSE TO REMAIN �._.--STEPPING STONE, TYP. 8 L4.0 122.81' D, J 100 W io h N v -❑-❑-❑-❑- 10 5 0 2 4 6 810 Scale: 1" = 10' LAYOUT NOTES: 1 ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW PLANT LIST 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 SYM. QTYOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING TREES & SHRUBS BN 1 Betula Nigra River Birch 10' Ht. Hp 7 Hydrangea paniculata Limelight Hydrangea 24"-30" ht. Sj 23 Spirea japonica Japanese Spirea 18"-24" ht. r777 5 Viburnum trilobum Cranberrybush Viburnum 18"-24" ht. THE LINES FROM WHICH THEY ARE ME ASURED UNLESS OTHERWISE NOTED. 4. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 5. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 6. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7, 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. 8. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. PLANTING NOTES: 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD,' DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER. LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16, MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER, MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY. 17 PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR. OR REPLACE DAMAGED PLANTINGS. 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. LEGEND 19. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 19.1 PLANTS SHALL BE FREE OF FROST CRACKS: SUN SCALD,- DAMAGE DUE TO INSECTS. PESTS, AND DISEASE; STRUCTURAL DEFECTS: AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S), TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING, 19.2 LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 20 IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE. THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 21. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 22. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 23. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85% 95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25% 90% 90% 24. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE. AND TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SPECIFICATION: GRADATION SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. #10 100 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 PPM #270 22 55 .002 2 7 Planning Board # 20250054 Approval pppoved,F under authority of a resolution adopted 5 la 5 he. Qrd of the City of Saratoga Springs Chairperson Date Sign -7 LCM1 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com 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: The Beagle School 115 Regent St. Saratoga Springs, NY 12866 Project Title: Beagle School Building Expansion 115 Regent St, Saratoga Springs, NY 12866 co f, r-- Qr* 1 c� u cry ROFES S10�P Project No.. 2024106 Design: MCB Drawn: MCB Ch'k'd DRC 1/24/2025 Scale. 1"=10' Description: Date: 1 PLAN MODIFICATIONS 4/16/2025 2 Comment Changes I 5/23/2025 Drawing Title LAYOUT & MATERIALS PLAN Drawing No. L-2.0 m , d N CO N E a C') E N42 58'14 W .3.52' 307.4 SWINGSET 307.7 307.6 0 r; 307.5 MMAR] GRADING NOTES: 1. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 2. 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. 3. 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 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 4. 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. 5. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 6, WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 7. 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. 8. 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. 9. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 10. 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. 11. 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. 12, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM N OF SLOPES. 00 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE PATTERNS 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. 14. 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. I+ ❑ -0 a o 308.6 + ❑ 308.1 LU a I ° 309.01 13 I❑ N 308.7 ❑ + 309.0 13 I CS ❑ ZO + (-) 308.5 0 309.0 308.94 1 308.9 309.0 308.7 + Ell S46'41'52" W 309.01 308.94 122.81' BRICK WALK TC 308.98 BC 308.50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . Z" \,:7.. 10 5 0 2 4 6 810 Scale: 1" = 10' LEGEND PROPERTY LINE LIMIT OF DISTURBANCE EXISTING STORM EXISTING WATER EXISTING SANITARY PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION Planning Board # 20250054 Aporoyal wheed .3t rider authority of a resolution adopted -Pla*nning Beard of the City of Saratoga Springs. + E Chairperson Date Signed 0 The LA GROUP Landscape Architecture & Engineering P.C. People, Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. CO the LA Group 2017 Prepared for: The Beagle School 115 Regent St. Saratoga Springs, NY 12866 Project Title. Beagle School Building Expansion 115 Regent St, Saratoga Springs, NY 12866 OF tI -,,! Q� S D.' h� CO * } 6u # fi r W 2 Z�0,0 09133(3 y�ieaC� R�FES SI ONP Project No.. 2024106 Design. MCB Drawn: MCB Ch'k'd: DRC 1/24/2025 Scale. 1"=10' Drawing Title GRADING, & DRAINAGE PLAN Drawing No. L-3.0 z bo CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR EDGE OF EXISTING ROADWAY RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7 WHEN WASHING IS REQUIRED IT SHALL BE DONE ON AN 50'-0" AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER COMPACTED SUBGRADE APPROVED SEDIMENT TRAPPING DEVICE, 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE Scale: NTS NOTES 1, AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 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. TEMPORARY STOCKPILE Scale: NTS 8' MIN. 0 0 0 G 0 p cm 0 0 0 0 0 0 CONCRETE WASHOUT Scale: NTS EXPANSION JOINT 1 CONCRETE JOINTS Scale: NTS CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) - STRAW BALE 10 MIL PLASTIC LINING � N WOOD OR METAL STAKES (2 PER BALE) NOTE: 10 MIL PLASTIC LINING 1. WASHOUT AREA SHALL BE SIZED BY THE �STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. SCORE JOINT TOOLED JOINT S O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. TOP COURSE - NYSDOT ITEM 402.098302 --- �� TACK COAT - NYSDOT ITEM 407-0102 DILUTED Q o U-1 BINDER COURSE - NYSDOT ITEM 402.198902, PG 64.22 w C7 o m .: Cn >� COMPACTED GRAVEL - NYSDOT TYPE 2 CRUSHER RUN -STONE (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR MIRAFI 50OX SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT Scale: NTS NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE ALL 1-1/2" 3" 12" ASPHALT STANDARD FINISH SHALL BE BROOM CITY OF SARATOGA SPRINGS FINISH PERPENDICULAR TO WALK. CONCRETE SPECIFICATIONS OF THE PLANNING BOARD ALTERNATIVE FINISH AS NOTED ON PLANS SHALL BE STAMPED CONCRETE, THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL ASHLAR CUT SLATE PATTERN, COLOR CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED SILVERSMOKE (DAVIS COLORS), WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY SUBJECT TO SUBMITTAL APPROVAL. MINIMUM SPECIFICATIONS. 4" CONCRETE - SEE CONCRETE SPECIFICATIONS ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS 6" CONCRETE FOR VEHICLE TRAFFIC LOADING SHALL MEET OR EXCEED THESE 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE 6" GRANULAR SUBBASE COURSE NYS DOT AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW SECT. 304, TYPE 2 COMPACTED TO 95% WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR STANDARD PROCTOR LESS," (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) SUBGRADE COMPACTED TO PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE 90% STANDARD PROCTOR SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER NOTES: LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR EXPANSION JOINT SPACING - 20'-25' O.C. ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 CONTROL JOINT SPACING - 5' O.C. PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST NOMINAL CROSS SLOPE - 1/8" TO 114" PER FOOT (MAX. SLOPE 1:50 TYP.) CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' WITH CLIMATE AND WEATHER CONDITIONS. MIN, OR AS ORDERED BY CITY ENGINEER TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL TYPE 1 COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK TYPICAL PEDESTRIAN TRAFFIC LOADING STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY SARATOGA SPRINGS RIGHT OF WAYS: BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE "A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND PROPERTY LINE. WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. � CONCRETE SIDEWALK Scale: NTS WLi DBH = X INCHES CRITICAL ROOT ZONE _ THIN X FEET FROM TRUNK NOTE: MEASURE DBH OF TREE IN INCHES. THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROM THE TRUNK THAT SHOULD BE PROTECTED BY FENCING DETERMINING CRITICAL ROOT ZONE SINGLE TREE CHAIN LINK CRITICAL ROOT ZONE 1:7 CHAIN LINK CRITICAL ROOT ZONE MULTIPLE TREES � (� j�/ / p �� lJU - v NOTES: ,C7 1. TREE PROTECTION ON FENCING SHALL BE ERECTED O p C7 UV�J Vl/ O AT THE EDGE OF THE CRITICAL ROOT ZONE OR O C7 L7 BEYOND PRIOR TO THE START OF ANY FENCING POST CONSTRUCTION ACTIVITY. TREE PROTECTION AREA 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH CONTINUOUS STOCKPILING PROHIBITED TREE SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK CHAIN LINK FENCING - \ a- DIAMETER, OR 6', WHICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, �x3 St z AND BE CONSTRUCTED OF CHAIN LINK. v 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS DRIVEN 2' INTO THE GROUND. (MIN.) POSTS MUST AVOID MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN 10' APART. 5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE tl U ALLOWED WITHIN THE FENCING, FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER.. & FENCING SIGNAGE AS DETAILED MUST BE POSTED IN 1U-0" MAX. A VISUALLY PROMINENT LOCATION. TREE PROTECTION Scale: NTS Z 00 C) SHRUB PLANTING Scale: NTS TREE PLANTING Scale: NTS SPACE SHRUBS AS INDICATED ON PLANS ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN AMENDED TOPSOIL MIX IN THE FOLLOWING RATIOS, BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) UNDISTURBED SUBGRADE D v D vLOTH MIN. 6" INTO GROUND PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES SECTION CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR 'U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE & MAXIMUM 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 100X, 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 Planning Board # 20250054 ADDroyai tApproved under authority of a resolution adopted S 3 `the Planning.,Boord of the City of Saratoga Springs. ., Chairperson Date Sig kctmml The LA GROUP Landscape Architecture & Engineering P.C. AeopCe. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com 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. The Beagle School 115 Regent St. Saratoga Springs, NY 12866 Project Title Beagle School Building Expansion 115 Regent St, Saratoga Springs, NY 12866 OF I'1- �Qx �� 1 3 r � z �dp 313 3r;� �FESS1 Project No.: 2024106 Design: MCB Drawn: MCB Ch'k'd: DRC 1/24/2025 Scale: 1"=10' Description: Date: 1 COMMENT CHANGES 5/23/2025 Drawing Title SITE DETAILS Drawing No. L-4.0