Loading...
HomeMy WebLinkAbout20250054 115 Regent St Beagle School Site Plan Plans ■ ■ ■ Beagle School Building Expansion ■ ■ ■ Site Plan Application 115 Regent Street, Saratoga Springs , NY 12866 January 24 , 2025 SITE STATISTICS : PARCEL SIZE: 15,523 +/- SF, 0.36 AC. SHEET INDEX: t �t� TAX PARCEL ID: 165.76-2-29 ZONE: UR-4 COVER EXISTING SPECIAL USE: DAY CARE CENTER SURVEY r + ONE STORY ADDITION OF 1,275 SF L-1 .0 SITE PREPARATION & DEMOLITION PLAN BULK STANDARDS REQUIRED PROVIDED L-2.0 LAYOUT & MATERIALS PLAN ROJECT SITE L-3.0 GRADING & DRAINAGE PLAN -TRW MAXIMUM BUILDING COVERAGE: 40% 20.9% r . �- � • MAXIMUM IMPERVIOUS SURFACE COVERAGE 75% 39.6% L-4.0 SITE DETAILS MINIMUM YARD SETBACKS: . , FRONT SETBACK: 10 30.83 SIDE SETBACK: 5' 5.29' - REAR SETBACK: 25 48.11 r ` R 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. THE APPLICANT UST SUBMIT A LETTER OF ESTIMATE SITE WORK TO THE CITY ENGINEER FOR REVIEW PROJECT VICINITY MAP 3 AND APPROVAL.LIETT R OF CREDIT FUNDS MUSTDIBE POSTED WIDTH THOE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE SCALE: N.T.S. 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. Al ' r Vt .x. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. _ - r •f� -�. �. ° �#' + 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK r lk 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 ^. Ir •,x ' ",. .' "� r" _.' . 4: 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 KOJE -- APPLY. .F ty 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. SITE / CIVIL: 40 Long Alley Saratoga Springs ` # NY 12866 The LA GROUP Y + e ,ap• Landscape Architecture&Engineering P.C. f 518-587-8100 518-587-0180 -0 G -0 S lfV Lux A Z"' ` + r People.Purpose.Place. www.thelagroup.com �V c� ,;- ,��.,;: - {,r` -x e, r ,, � , w TM APPLICANT: Planning Board # XXXXXX � $ r The Beagle School Approval g 115 Regent Street Approved under authority of a resolution adopted PROJECT LOCATION MAP g by the Planning Board of the City of Saratoga Springs. Saratoga Springs, NY 12866 Date Signed Chairperson SCALE: N.T.S. LANDSCAPING EASEMENT LANDS NOW OR FORMERLY OF (SEE NOTE NO.3) RONNE A. ISRAEL LANDS NOW OR FORMERLY OF BOOK 1440 OF DEEDS,PAGE 377 THOMAS E.FUREY,JR.AND JULIE M.FUREY DEED NO.2020027708 N467937"F N42 5874"W 73.06' 542 5716 E 352' 1.87' ti UTILITY N46°19'58"E 83.50' I �P ❑ ❑ ❑ ❑ ❑ ❑-❑- ❑-❑-❑-❑-❑-❑-❑+p-p ❑-❑-❑- - - -+ �0 ❑-❑-❑-O-❑- I `C °-° 6 FT. VINYL FENCE 3072 307.0 l' ❑ + 307.1 307.2 5g510201 W ❑ 73.10' PLAYSET 0 ❑ I� SWINGSET I `) 307.6 + + + 307.2 307.4 LANDS OF SANDBOX THE BEAGLE SCHOOL 307 M ❑ + + I z w w J AREA= 15,523±SQ. FT. M DECK > LANDS NOW OR FORMERLY OF ELLIOTT AND CATHERINE MASIE T91 %9P P9.9CEL NO. o _>65.76119 8' MAPLE ❑ PLAYSET + C!3 BOOK 1589 OF DEEDS,PAGE 564 307.6 PLAYHOUSE/ ° SHED Li ASPHALT v^i (p DECK V It cn ° 307.4 + 307.9 N46°41'S2"E 40.50' 308.1 ------- 6 FT. VINYL FENCE 24" NORWAY S�O� SPRUCE 3_ \�� ��\\ SHED + I/Jill�\�\\ 307.9 307.8 30" SUGAR I STEPS - - OPEN PORCH & STEPS MAPLE a 307.0 + ROOF LINE 3 ❑ - - - - - J 309.9 L - - - -I F I1308.3 a LANDS NOW OR FORMERLY OF 3 I THRESHOLD < BOOK 979 OF DEEDS, PAGE 739 MICHAEL J.AND DIERDRE S. LADD p I ELEV. 310.26 I + BOOK 1509 OF DEEDS,PAGE 172 ❑ I I 307.9 30+7.7 N I + w00 ° i 3o8.i ? DEED NO.2021014291 OVERHEAD o UTILITY LINES I WOOD I I w w ❑W DECK U- I I I + 21 I 3081 26" SUGAR ❑o MAPLE � I CHIMNEY ❑ + + 308.4 307.5 3 ❑ THRESHOLD TWO STORY BUILDING ELEV. I 307.7 LANDS NOW OR FORMERLY OF N I I NO. 115 REGENT STREET 309.65 I O+ SHARINE C.SWEET BATTAGLINO N I METAL POLE DEED NO.2020031741 I COV. PRCH. WITH BIRD HOUSE w Z I 1 STORY 1 STORY I L) AREA= 15,140±SQ. FT. w 8" FLOWERING PLAY + ` CRAB HOUSE 308.0 } I > ❑ I F.F.E. I THRESHOLD ELEV. = I GAS 307.9 ELEV. = 311.00 d METER ° + 310.11 0-0 GATE E3 0-0 6.IT _ 308.8 + 308.6 ❑ ELEC. ROOF LINE PORCH � -I �SAN, 308.70 METER I 309.7 I I PORCH CLEANOUT I MULTI-STEM ❑ + ❑ ORNAMENTAL J I I (BURNING BUSH?) ❑ - ❑+ 308.6 + EXISTING ° 308.1 W ❑ EXISTING �SAN. SEW. WATER SERVICE c� SERVICE to ❑ 309.01 MACADAM ❑ I� DRIVEWAY p MACADAM Y M ❑ DRIVEWAY N . Q 308.7 N CO ( WALK + U N 309.0 ❑ ZLa 0 + Z 1 OU ❑ 308.5 � ❑ TRIPLE 12" RED ❑ w I 12" RIVER OAK ❑ BIRCH ° 309.0 E 308.7 308 9 - J 6 FT. VINYL FEN(_ + SATE -❑-❑-❑ + ❑-❑-❑-❑-❑-❑ 0 ❑ ❑ ❑- ❑ ❑-❑-❑-❑ S46°41'S2"W 309.01 308.94 308.70 BRICK WALK CONCRETE SIDEWALK 122.81' 308.64 TC 308.98 7 7 TC 308.52 CONC. CURB BC 308.50 308 88 CRB. CUT CRB�$38 TC 308.84 BC 308.19 10" ORNAMENTAL 308.43 PEAR REGENT RIGHT OF PAVEMENT 0 28 STREET WIDTH OF PAVEMENT=28±FT. OVERHEAD UTILITY LNES (TYP.) POLE UTILITY WHITE STREET ZONING INFORMATION: ZONING DISTRICT: UR-4 MINIMUM LOT SIZE: 3,000 SO. FT. / D.U. (RESIDENTIAL) MINIMUM LOT WIDTH: 60 FT. (SF) 80 FT. 2F MAXIMUM BUILDING COVERAGE: 40% MAXIMUM IMPERVIOUS SURFACE COVERAGE: 75% MAXIMUM BUILDING HEIGHT: 40 FT. MAXIMUM FIRST FLOOR ELEVATION WHEN PRINCIPAL BUILDING WITHIN 20' OF SIDE LOT LINES 4 FT. DEED REFERENCES: MINIMUM SETBACKS: 1.) DEED DATED FEBRUARY 10, 1978 FROM MARINE MIDLAND BANK TO THE BEAGLE SCHOOL FRONT: 10 FT. AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK 979 OF DEEDS AT PAGE 739. ONE SIDE: 5 FT. 2.) DEED DATED MARCH 11, 2021 FROM SHARINE C. SWEET BATTAGLINO n/k/a SHARINE C. SWEET TOTAL SIDE: 12 FT. TO THE BEAGLE SCHOOL AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS DEED MIN. CORNER SIDE: 8 FT. NO. 2021014291. REAR: 25 FT. MAP REFERENCE: 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. 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 N0. "M2021162". E Y DANIEL C. WHEELER, LS S CIA TES, LLC NOTES: PROFESSIONAL LAND SURVEYING 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE DANIEL C. WHEELER 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 OR A TITLE REPORT. P.L.S. LIC. NO. 50,137 PH. (518) 583-7302 FAX (518) 583-7303 2.) UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS ARE MEASURED FROM THE ROOF LINES. TITLE: 3.) THIS CROSS-HATCHED AREA REPRESENTS A REVOCABLE EASEMENT AGREEMENT GRANTED BY SURVEY OF LANDS OF THE BEAGLE SCHOOL TO THOMAS E. FUREY, JR. AND JULIE M. FUREY FOR LANDSCAPING THE BEAGLE SCHOOL AS DESCRIBED IN DEED NO. 2023007457. 4.) BEARINGS AND DISTANCES IN ITALICS PERTAIN TO THE LANDSCAPE EASEMENT. LOCATION: DATE: CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) JANUARY 16, 2025 SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 10 FEET MAP NO. 2025-03-03 GENERAL NOTES PROTECTION NOTES: 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED " 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND SURVEY OF LANDS OF THE BEAGLE SCHOOL", DATED JANUARY 16, OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2025 AS PREPARED BY SURVEY ASSOCIATES, LLC. HORIZONTAL AND The LA GROUP VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL N425874"W N461937_ 54257'16'E EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND Landscape Architecture&Engineering P.C. 3.52' 7306 1.87' 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR DRIVEWAYS. N46°19'58"E 83.50 SHALL CONTACT U.F.P.O. (1-800-962-7962)AND THE PROPER LOCAL People.Purpose.Place. AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL -❑-❑-❑ ° - - 40 Long Alley p:518-587-8100 _ _ - JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES,AND BARRICADES IN I 80 L _ - - - - - -/1 zl_Lz- - - - - - - - - - - - s ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD Sarato a Springs 518- group. om❑-❑-❑-❑-❑-❑-❑+❑-° °-°-O-O-O-O-° BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE I�fY 12866 w .thela rou °-❑-❑-O-O-❑-❑-°-❑- + 307.2 307A CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, g p.com ° + 307.1 AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE PERSONS, AND PROPERTY FROM DAMAGE. 307.2 5545 02 01"W ° PLAYSET 7310' CONTRACTOR. Unauthorized alteration or addition to this 4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE document is a violation of Section 7209 of the 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO New York State Education Law. PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO SWINGSIZ I CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING LO LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, O the LA Group 2017 3+ FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE CONDITIONS TO BE PRESERVED. ❑ + + I ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED 307.2 EXISTING 307.4 - r` __ v _ _ __ �� _� I SANDBOX TO BE REMOVED LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF Prepared for: LAWN AREA PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE The Beagle School AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE ° 3077 � INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT 115 Regent St. +. I CONTRACTOR. PLANS, DETAILS AND SPECIFICATIONS.VEHICLES SHALL NOT BE Sarato a S rin s, NY 12866 ° PROTECT EXISTING PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO g p g TREES TO REMAIN 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN TREES TO BE SAVED,AND CONSTRUCTION MATERIALS SHALL NOT BE M I 1 THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND STORED BENEATH TREES TO BE SAVED. -, I THE ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. 1 SHED AND DECKS TO 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE ° PLAYSET 7.6 i BE REMOVED 5. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS PROTECTION FENCING FOR APPROVAL BY THE OWNER'S RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. ° OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE f LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW ❑ CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE �621 � ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. ❑ �`� CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONS SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED A H �°u^i AT LIMIT OF WORK LINE. IF NO LIMIT OF WORK IS SHOWN, THE UNTIL ABUTTING MATERIALS ARE INSTALLED. SLIDE TO BE ❑ N PROPERTY LINE SHALL BE THE LIMIT OF WORK. REMOVED I EXISTING I 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. REMOVALS NOTES. LAWN AREA 307.4 MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND i + + N46°41'52"E 40.50' REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE 307.9 WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE + -- ------- 7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING REMOVED AND RECYCLED/DISPOSED OF OFF SITE.ALL HANDLING OF 308.; < CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE � ac PATTERNS,AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL �+ �� I TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT 307.9 LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE / n�/+ -- SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF REGULATIONS. ----- WORK LINE. I STEPS OPEN PORCH & STEPS EXISTING 307.o I 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH ❑ ROOF LINE 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS I 9- - 308.3 LAWN AREA PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN APPLICABLE UNLESS OTHERWISE NOTED. ❑ THRESHOLD / PROTECT EXISTING PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, ELEV. = I TREES TO REMAIN CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL 310.26 + BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE + ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING o DECK TO BE ❑ 307.9 307.7 N OWNER'S REPRESENTATIVE. REMOVED - 3o 1 t` N SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH s 0 X-x 00 THE OWNER'S REPRESENTATIVE. ° 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE 0 / ❑ - / /+ �� 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, "AS-BUILT DRAWINGS,"AS SPECIFIED. VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE + REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT - N 308.1 x I 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. CHIMNEY I MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS Project Title: - + 'r 307.s SHOWN ON THE PLANS OR AS APPROVED BY THE OWNER'S 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO 3 I I THRESHOLD I308.4 ` \� +� REPRESENTATIVE. FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING rn 30�65 �+ EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE Beagle School 307.7 N OO ❑ I I + 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S Building Expansion N rT r NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR REPRESENTATIVE. COV. RELOCATED EXISTING SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS Z STORY I STORY PLAY LAWN AREA FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING HOUSE 308.0 THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL _ __ 11 PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE,AND IN THE 115 Regent St, ° THRESHOLD ELEV. b TO F REMOVED 307.9 EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND Saratoga Springs, NY 12866 ELEV. = 311.00 x ❑ + 310.11 WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED 310. + + ' THEREBY. - - - - -� PORCH ,SAN. 308.8 i a� 309.7 I I PORCH d� CLEOW - Q MULTI-STEM 12. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT ° + -- ORNAMENTAL I (BURNING BUSH?) POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES + AND AS SHOWN ON PLAN. 308.6 a 3os.t ,,, 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING ' ASPHALT DRIVE TC �_ INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. BE REMOVED y� 0 A CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL - CONCRETE WASHOUT N EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. V13 ., d Q 8.7 z a _ 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS LEGEND ❑ o + EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK 308.5 WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND a a - SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE PROPERTY LINE Project No.: 2024106 ' Q C U_ COMMENCING CONSTRUCTION. EL LIMIT OF DISTURBANCE XXXXXXXX REMOVE ITEM Design: MCB ° - Q 09.0 N 3oss'308.7 Drawn: + MCB Ch'k'd: DRC J n � Xi -+❑-❑-❑-❑ - ❑-o-o-❑-❑ 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND ST EXISTING STORM LINE REMOVE STRUCTURE 1/24/24 Scale: 1"-10' -°-O-° - LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. BRICK WALK S46°41'52"yy 3os.o11 I 308s4 122.81' EXISTING SANITARY LINE REMOVE PAVEMENT Description: Date: 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, SA TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND WL EXISTING WATER LINE PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF TC 308.98 __ THE SITE SHALL NOT BE IMPEDED. EXISTING OVERHEAD UTILITY BC 308.50 TC CRB. CUT CRB. CUT TC 308.88 308.43 308.38 308.84 EXISTING FENCE TO SF PROPOSED SILT FENCE BE REMOVED SITE PREPARATION NOTES: 3 CONSTRUCTION ENTRANCE 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE a PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, N THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION Drawing Title SCHEDULE. J oSITE PREP 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL N SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE & DEMO PLAN REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. m 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY Planning Board # XXXXXX EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES o¢N AND DETAILS. Drawing No. ,__.0 0 "- Approval moo 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT R Approved under authority of a resolution adopted M a OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY I L_ .0 2 0 10 5 0 2 4 6 8 10 by the Planning Board of the City of Saratoga Springs. COMPANY AND PAY ALL ASSOCIATED COSTS5,2 6 . Chairperson Z Date Signed s � acne Scale: 1 _ LAYOUT NOTES: 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW PLANT LIST C1 YORK STATE REGISTERED SURVEYOR ENGAGED BY THE SYM. I QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING The LA GROUP CONTRACTOR. N4679 37'E SHRUBS N425874"W 54257'16'E 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. Landscape Architecture&Engineering P.C. 73os' Hp 2 Hydrangea paniculata Limelight Hydrangea 24"-30" ht. 3.52' 1.87' THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY People.Purpose.Place. .0 OIL N46°19'58"E 83.50' DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE Si 15 Spirea japonica Japanese Spirea 18"-24" ht. -❑-❑-❑ i OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 40 Long Alley p:518-587-8100- - - - - - - - - - Vt 6 Viburnum trilobum Cranberrybush Viburnum 18"-24" ht. Saratoga Springs 518-587-0180 - 1 °-O-O-o-O-O-O-O-O ❑-O-O-O-O-O-° 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO I�fY 12866 w .thela rou com °-°-❑-❑ ❑-❑-°-o-O- I g p THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE 0 t 5450201"W INOTED. IF1 PLAY 73.10' Unauthorized alteration or addition to this document is a violation of Section 7209 of the HOUSE I o 4. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S New York State Education Law. EXISTING REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL LAWN EXISTING (0 the LA Group 2017 SWINGSIZ LO I OFFICIALS. EXISTING I 5. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED LAWN nn0 BY THE CONTRACTOR AND APPROVED BY THE OWNER'S Prepared for: 00 I I REPRESENTATIVE PRIOR TO CONSTRUCTION. 0 � Od R5.00' The Beagle School ❑ REAR SETBACK R10 9D' LAWN I 6. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE ��//�� IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY 115 Regent St. I� L/ o� _ THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. Saratoga Springs, NY 12866 ♦ �� i I LEGEND M I 7. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, ♦ RS I I ' DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF 00, 110x14 PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE PROPERTY LINE ° EXISTING , R5.00' R�00, I I ADK ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR ° I IEAN-TO SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE a CONCRETE SIDEWALK 6 PRIOR TO CONTINUING WORK. L4.0 � I 00 L_ ' w 8. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. 5 ° ASPHALT PAVEMENT to CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL& L4.0 °o R12.00' HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO °° 2 °°° ^" CONSTRUCTION. ❑ °°°° "I Hp V' O 0 °° °° °° ° PLANTING NOTES: ° 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE 19. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: ❑ 33.50' I ° ° N46°41'52"E 40.50' ANNUAL o o AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF 19.1 PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, r PLANTINGS ------- NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES,VARIETY OF TREES AND SHRUBS PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM ,\\III % - I TYP. INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL �\� 820 SF II EXISTING "AMERICAN STANDARD FOR NURSERY STOCK."ALL PLANTS SHOULD BE NURSERY GROWN UNDER HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A ADDITION I 10 8 1 3 8 n SHED I CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE I PROJECT. HEALTHY TERMINAL LEADER(S)WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB Sj L4.0 Vt L4. /( AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. LAWN ------- 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND 19.2 LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, 5 9' TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE SURFACE IRREGULARITIES,WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. - - -I LAWN ANNUAL GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR AND BARE SPOTS NOT EXCEEDING 5"X5" iN PLANTINGS HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. o I \ 5.30' ' TYP. 20. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL 4.00 ° - EXISTING 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 11.54' , LAWN 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 21. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE I N BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. IN A HEALTHY,VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE II00 ❑ I OF PLANTING WORK,AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE ° I I °O V NOTED ON PLANT LIST. 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 ❑ n ANNUAL TREE SHOULD BE FRESHLY D DURING THE SEASON F PLANTING, MARCH 1 T T MAY 1 T 5 S S OU S DUG U G S SO 0 G, C S 0 S CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). PLANTINGS FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING ❑ I 1,680 SF 4.00 I TYP. KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. LIST.IIII ' ' 0 Project Title: EXISTING BIRD HOUSE I TO REMAIN 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO 23. GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR 3 I I BUILDING COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE Beagle School �l 0 N I I COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, LO N ❑m I L4.0 Sj 7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS GERMINATION,AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: Building Expansion w I LAWN NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE Z o7 I 1 STORY I STORY O STEPPING ARCHITECT ALONG WITH PROPOSED SUBSTITUTION.ANY PROPOSED SUBSTITUTIONS OF PLANT PROPORTION GERMINATION PURITY Q I o °°°° ° STONE, TYP. SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, COMMON NAME BY WEIGHT MINIMUM MINIMUM ° BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE,AND ONLY AFTER WRITTEN v ° 115 Regent St, ° ❑ 3 8 APPROVAL OF THE LANDSCAPE ARCHITECT. Saratoga Springs, NY 12866 Vt ' L4.0 CREEPING RED FESCUE 50% 85% 95% g p g -_� 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND OR CHEWINGS FESCUE PORCH _ ` U CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS,AND TO Q REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. KENTUCKY BLUEGRASS 25% 85% 90% El L J i PORCH CLEANOW - 15.00' LAWN o co CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. MLU w PERENNIAL RYE 25% 90% 90% 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND 11 co SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. !� 24. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT MECHANICAL ANALYSIS (ASTM 422)AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' ° EXISTING n MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF u�, BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF ° - LAWN Y 18.00' 04 PLANTING. STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS 3 PROPOSED 6'VINYL 0 AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND I FENCE TO MATC 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TOXIC MATTER HARMFUL TO PLANT GROWTH, z 0 EXISTING TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. ° FRONT SET CK o TOPSOIL SPECIFICATION: 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH I T � PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. GRADATION: Project No.: 2024106 Design: MCB J LAWN °-O-O-° °-o-o-O-°_- 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3")OF SHREDDED BARK MULCH. MULCH SHALL Drawn: MCB Ch'k'd: DRC BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS 1/24/2025 Scale: 1"=10' S46°41'52"W 122.81' SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER MIN. MAX. BRICK WALK HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN #10 100 PH RANGE 5.2-7.0 Description: Date: GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME.ALL #60 48 78 PHOSPHORUS 75LB/AC --= PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT/OWNER'S #100 40 75 POTASSIUM 85LB/AC REPRESENTATIVE. #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 PPM 3 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN #270 22 55 AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. .002 2 7 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL Drawing Title COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES s PRUNING,WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY. LAYOUT & U a 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER MATERIALS PLAN 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 Planning Board # XXXXXX col THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT o a MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A Drawing No. m�� WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. �oroval o-N 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE Approved under authority of a resolution adopted I ^// •0 F M d ��� 10 5 0 2 4 6 8 10 CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD by the Planning Board of the City of Saratoga Springs. L L SPECIFIED IN THIS SECTION. Chairperson Z Date Signed LL Scale: 1"= 10' 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 The LA GROUP N4258'14 W N46106 S425716 E PRIOR TO THE START OF CONSTRUCTION.ALL SECONDARY BENCHMARKS Landscape Architecture&Engineering P.C. 3.52' �3s' 187' SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY N46°19'58"E 83.50' CONSTRUCTION. People.Purpose.Place. -❑-❑- ❑ - - 40 Long Alley p:518-587-8100 - - - - - - - - - - - - 3. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH Saratoga Springs 518-587-0180 _ ❑-❑-❑-o-❑-❑-❑+❑-❑ °-O-O-O-O-O-° TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH 1/8" PER FOOT. g ❑ ❑-❑-❑-❑- + I ( ) NY 12866 www.thelagroup.com r-°-°-°-°-° + 307.2 MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%.ANY DISCREPANCIES 307.1 307.0 ° 307. I NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S 545 J 10"w REPRESENTATIVE PRIOR TO CONTINUING WORK. Unauthorized alteration or addition to this 73.f0 document is a violation of Section 7209 of the New York State Education Law. 4. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT SWINGSET LO EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING ❑ I THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE ©the LA Group 2017 307.6 + I PRIOR TO CONTINUING WORK. + + 307.2 307.4 I Prepared for: 5. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. The Beagle School ❑ 307.7 � I 6. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET 115 Regent St. I + + THE LINE AND GRADE OF THE EXISTING PAVING. Saratoga Springs, NY 12866 307.E r M i 307.7 307.7 1 7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL 307.E 307.9 10x14 BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO ADK EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING PLAYSET 307.8 + 307.7 LEAN-TO CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. � 307.6� 307.8 � 8. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF ❑ 308.0 L_ FFE 308.0 W DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND / \ SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND I 307.7 ^ DETAILS. 307.7 u' x 307.E N ❑ 307.6 \ 307.4 LP '� 9. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM 308.06 N STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE 307.98 FROM IRREGULAR SURFACE CHANGES. I FIFE.26 40.50 I N46°41'52"E ' I I 10. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO II _______ REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY 308.1 CONTRACTOR SHALL BE REPLACED IN KIND. EXISTING I 11. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH 1 + SHED GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS I ° I 307.9 1 LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, ❑ I 2% ------- WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND 307.0 SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR ❑ - - -I AS DIRECTED BY THE OWNER'S REPRESENTATIVE. II I THRESHOLD I 12. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, o ELEV. = PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM I 310.26 ❑ 307 9 + N OF SLOPES. + 307.7 n ° I 3 8.1 309.53 00 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING 309.45 DRAINAGE PATTERNS AT ALL TIMES. DURING EARTHWORK OPERATIONS, ❑ I 309.65 DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED PORCH CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM I CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE 308.1 EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY ° FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY I + OWNER'S REPRESENTATIVE. Project Title: I ELEV. + 307.5 V 3 I I / THRESHOLD 14. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH Beagle School _ 309.65 I `°' 307.7 GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS 0+ LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, Building Expansion WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND z IpRy SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR t STORY AS DIRECTED BY THE OWNER'S REPRESENTATIVE. I i i 308.7 30e.0 115 Regent St, F.F.E. THRESHOLD ELEV. = 308.6 307.9 Saratoga Springs, NY 12866 ELEV. = 311.00 + 310.11 + + + - - - - PORCHr -, 308 + 70 308.6 ❑ I- 309.7 J i PORCH CLE4W 308.8 308.35 I L - X + TT 30� 308.7 + . 308.1 1 W I � 3 9.01 N n ❑ N I + 3 + 308.7 N ° 309.0 13 C3 , T + LEGEND U T. 308.5 ° T 308.75 PROPERTY LINE Project No.: 2024106 Design: MCB 3090 \ 308� 3309.0 308.7 +08.9 \ LIMIT OF DISTURBANCE Drawn: MCB Ch'k'd: DRC + o -O-❑ -❑-❑-❑ ❑-❑ ❑-❑-❑-❑-❑ 1/24/2025 Scale: 1"=10' S46°41'52"yy 309.01 308.94 122 81' EXISTING STORM BRICK WALK Description: Date: ST PROPOSED STORM TC 308.98 EXISTING WATER BC 308.50 TC CRB. CUT CRB. CUT TC 3 308.88 308.43 308.38 308.84 a W PROPOSED WATER 06 EXISTING SANITARY 0 m S PROPOSED SANITARY Drawing Title 0 o PROPOSED SPOT ELEVATION GRADING, a a EXISTING SPOT ELEVATION & DRAINAGE N O O PLAN U Planning Board # XXXXXX 0 o N o Drawing No. A1212roval 00 a O N ��O N2 Approved under authority of a resolution adopted ~Ma 3 .0 E 10 5 0 2 4 6 8 10 by the Planning Board of the City of Saratoga Springs. m� Chairperson Z Date Signed LL Scale: 1"= 10' TOP COURSE- NYSDOT ITEM NOTES: 402.098302 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, SPACE SHRUBS AS INDICATED DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE o ON PLANS k(401M TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. CONSTRUCTION SPECIFICATIONS: BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ROOT FLARE SHALL BEAR SAME The LA GROUP EDGE OF EXISTING ROADWAY TACK COAT- NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION r o RELATIONSHIP TO FINISH 1. STONE SIZE USE 1-4 INCH STONE, OR RECLAIMED OR U) 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. ^ `^' �c }t W GRADE AS IT BORE TO Landscape Architecture&Engineering P.C. RECYCLED CONCRETE EQUIVALENT. O Q o o ° 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE w U PREVIOUS EXISTING GRADE 2. LENGTH NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE o w c�+�o o o BINDER COURSE NYSDOT ITEM THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER People.Purpose.Place. RESIDENCE LOT WHERE A 30 FOOT MIN.WOULD APPLY. = < o ° 402.198902, PG 64.22 U o 0 o COURSE. o 3. THICKNESS-NOT LESS THAN SIX(6) INCHES. o ado o�0 - �g o�� w 0 0 0 p 3" DEPTH SHREDDED BARK 40 Long Alley p:518-587-8100 4. WIDTH-TWELVE(12) FOOT MINIMUM, BUT NOT LESS THAN THE op o�PO 0��o ado o�� o co Lu ° o MULCH; PULL AWAY FROM Saratoga Springs 518-587-0180 FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS a o� o 2) � o� `n ° '' 00 www.thelagroup.com 000 0 0�00 0 0 0 0�00 0 o o �v' ROOT FLARE. I�fY 12866 www.thela rou com 0 00 0 00 0 0 o Q o ° OCCURS. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE ® o� o 000 4 M, AX� - a$ �4�40 o mb /A/A/A/A/A \ \ AREA PRIOR TO PLACING OF STONE. ado 00 0�o a a o �0 0800 0 o / / // PAVEMENT TOP BINDER GRAVEL 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD �o oo� o o oho 00 0 o VA/AA/AA/AA/AA/AA//A VA TYPE COURSE COURSE COURSE Unauthorized alteration or addition to this /V/V/V/V/V/V/V COMPACTED GRAVEL- CUT AND REMOVE BURLAP document is a violation of Section 7209 of the CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE moo o ®��o ®��o ��� o a oho o� /\\j/\\j/\\j/\\j/\\j/\\j/\\//\ 'A 8 08 , 08 o / NYSDOT TYPE 2 CRUSHER ALL z FROM TOP 1/3 OF ROOT BALL New York State Education Law. ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM �' o00 o oao 0 ooa o 0 00 o e o 000 \\ \\ \\ \\\\ \\ \\ WITH 5:1 SLOPES WILL BE PERMITTED. o80 0��� o0 0 oQ o RUN-STONE SECT. 304 1-1/2 3 12 �� 0'� �� /AA//\//\//AA//AA//AA��j" COMPACTED TO 95% ) ASPHALT PLANT SHRUBS IN c 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION \\�\\�\\ \\�\\�\\ O the LA Group 2017 // jjjjjam STANDARD PROCTOR z_ CONTINUOUS BED OF WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT ��\��\��\��\��\��\, CO � SPECIFIED PLANTING SOIL INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED MIRAFI 500X IMMEDIATELY. 50'-0" =III—III—III— —III—III—III—III III- Prepared for: 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN —111=1 —� I�_1 1 1_� �_1 1 1-1 UNDISTURBED SUBGRADE AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 12"THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATER AL SUBGRADE-COMPACTED TO OVER COMPACTED SUBGRADE The Beagle School APPROVED SEDIMENT TRAPPING DEVICE. 90% STANDARD PROCTOR 12" Ir MIN. 115 Regent St. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE g PROVIDED AFTER EACH RAIN EVENT. 05 - ASPHALT PAVEMENT Saratoga Springs, NY 12866 STABILIZED CONSTRUCTION ENTRANCE Scale: NTS 1 $ SHRUB PLANTING Scale: NTS STANDARD FINISH SHALL BE BROOM CITY OF SARATOGA SPRINGS Scale: NTS 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. o � MAY) °_° 4" CONCRETE-SEE CONCRETE SPECIFICATIONS ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS / /�/%/�//�/j L// / 6" CONCRETE FOR VEHICLE TRAFFIC LOADING SHALL MEET OR EXCEED THESE 6 6"X 6" NO WIRE MESH EXCEPT A.O.B.E. 6 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 W W W W W W W W W W STANDARD PROCTOR LESS,'(3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) W W � W W � W W � W W W SUBGRADE COMPACTED TO PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE W W W W W W W W W W W W W 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 1/4" 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 NOTES: SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' WITH CLIMATE AND WEATHER CONDITIONS. MIN. OR AS ORDERED BY CITY ENGINEER 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. TYPE 1 COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE"NEW YORK 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. TYPICAL PEDESTRIAN TRAFFIC LOADING STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING CONSTRUCTION AND MATERIALS", 1985. DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. 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. 2 TEMPORARY STOCKPILE 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. Scale: NTS 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. Project Title: 3.)SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. Beagle School 6 CONCRETE SIDEWALK0. Building Expansion 8'MIN. CONCRETE Scale: NTS WASHOUT SIGN CONCRETE WASHOUT STAPLES (2 PER BALE) STRAW BALE WOOD OR METAL r �l r �I Saratoga Sp115 Regent rings, NY 12866 0 0 0 0 0 STAKES (2 PER BALE) o �JV �JU _ 10 MIL PLASTIC o II / ICJ^�\ / � ��I / CHAIN LINK 0 o LINING UV�J o � � vUUVv VU _ � O p p O CRITICAL + ROOT ZONE z 0 0 NOTE: 10 MIL PLASTIC DBH =X INCHES SINGLE TREE LINING 1. WASHOUT AREA SHALL BE SIZED BY THE STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN + CHAIN LINK 0 0 0 0 0 INTO GROUND CONCRETE CLEANOUT. CRITICAL ROOT ZONE_ 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 WITHIN X FEET FROM TRUNK CRITICAL FEET AT THE BOTTOM AND 2 FEET DEEP. NOTE: ROOT ZONE MEASURE DBH OF TREE IN INCHES. + Project No.: 2024106 THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROM + THE TRUNK THAT SHOULD BE PROTECTED BY FENCING Design: MCB Drawn: MCB Ch'k'd: DRC DETERMINING CRITICAL ROOT ZONE / 1/24/2025 Scale: 1"=10' 3 CONCRETE WASHOUT Scale: NTS �\ MULTIPLE TREES Description: Date: C7 W J C 7 vIv^^ t��`1\\V�I �J �JIJ NOTES: JOINT SEAL PER SPEC. � UV�J u ^�� (vp N C,7 1. TREE PROTECTION ON FENCING SHALL BE ERECTED O p O O vC_7 C7AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY TOOLED JOINT W/ 1/4" FENCING POST CONSTRUCTION ACTIVITY. RADIUS EDGES AS TOOLED JOINT S O.C. OR AS TREE PROTECTION AREA 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH SHOWN, TYP. SHOWN ON PLANS &OTHER STOCKPILING PROHIBITED TREE SHALL EXTEND FROM THE TRUNK A MINIMUM ° ° ° DETAILS OR TO MATCH EXIST. CONTINUOUS DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK SCORE JOINTS. TOOLING CHAIN LINK FENCING - DIAMETER, OR 6',WHICHEVER IS GREATER. o ° PREMOULDED JOINT FILLER a ° a a SHALL ALSO OCCUR AROUND 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, Drawing Title ° A ° ° ENTIRE PERIMETER OF CONC. z AND BE CONSTRUCTED OF CHAIN LINK. o EXPANSION JOINTS TO OCCUR 60' O.C. PAVEMENT. 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS SITE DETAILS %"JOINT MAX&AT ALL CURBS, WALLS, &WHERE %"JOINT DRIVEN 2'(MIN.) INTO THE GROUND. POSTS MUST a SHOWN ON PLANS OR OTHER DETAILS AVOID MAJOR ROOTS,AND MUST BE SPACED NOT MORE THAN 10'APART. s EXPANSION JOINT SCORE JOINT = 5. NO STOCKPILING OF MATERIALS,VEHICULAR - TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE C0I III=1 I—III—I IJI 1=1 —I 1=1 1=1 —I 1=1 1=1 I�JI ALLOWED WITHIN THE FENCING. FENCING SHALL PlanningBoard # XXXXXX CONCRETE JOINTS I1=1II—III—III I—III—III—I I1=1I1=1I1=1I1=1II NOT BE MOVED OR REMOVED UNLESS APPROVED=1 —I 1=1 I1=1I =1 I1=1I 1=1 1=1 I1=1I 1=1 —I I_ 4 III—III—III—III—III I BY CITY FORESTER. o a N Scale: NTS 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN Drawing No. U)N O o N 10'-0" MAX. A VISUALLY PROMINENT LOCATION. Approval Approved under authority of a resolution adopted I L//�� F M •O � a L 1 by the Planning Board of the City of Saratoga Springs. E TREE PROTECTION Z Chairperson acne Scale: NTS Date Signed