Loading...
HomeMy WebLinkAbout20251031 19 Washington St Adelphi/Bethesda Site Plan PlansPROJECT SITE October 31, 2025 PREPARED BY:SITE STATISTICS: SHEET INDEX: CITY OF SARATOGA SPRINGS STANDARD NOTES PROJECT VICINITY MAP SCALE: 1"=500' APPLICANT: PROPOSED USE:MIXED-USE; COMMERCIAL, RESIDENTIAL PARCEL SIZE:1.53 AC TAX PARCEL ID: 165.67-1-14,15,18.1,70 (TO BE COMBINED INTO ONE PARCEL) ZONING: URBAN CORE ZONING REQUIREMENTS: BUILD TO DISTANCE FROM FRONT LINE 0'-12' MINIMUM % BUILD OUT ALONG FRONTAGE 80% STORIES 2 MIN. HEIGHT 70' MAX SPA BUILDING: COMMERCIAL USE 2800 ± SF 19 Washington Site Plan Application 19 Washignton, Saratoga Springs, New York 12866 PROJECT SITE Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 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. Adelphi Owner, LLC 353 Broadway Saratoga Springs, NY 12866 BR O A D W A Y WASHINGTON STREET ARCHITECTURAL RENDERINGS: PROJECT LOCATION MAP SCALE: 1"=50' APPROVAL NOTICE OF DECISION S-1 SURVEY L-1.0 SITE PREPARATION PLAN L-2.0 LAYOUT & GRADING PLAN L-3.0 UTILITY & LANDSCAPE PLAN L-4.0 SITE DETAILS L-4.1 SITE DETAILS L-4.2 SITE DETAILS s u CB WVG Be n c h Be n c h Be n c h Be n c h Bench Bench Sign Bike Rack s u G G WVWV WV WV WV WV WV WV WVWV Bench Bench G WV Bench Bench ST ST ST ST ST u 49.83' N 81°35'50 " E 65.50' S 86°31'47" E 150.00' S 03°43'25" W 13.82' 21 2 . 1 8 ' S 0 3 ° 4 3 ' 2 6 " W 214.00' N 86°31'47" W 51.69' N 87°04'51" W 49.00' N 86°27'56" W N 0 3 ° 1 4 ' 4 3 " E 19 3 . 5 1 ' N 83°11'18" E 54.35' Area 66510.1 Sq. Feet 1.53 Acres CB CB CB CB CB CB CB CB CB Access Cover CB Transformer Transf o r m e r Elec. Elec. Elec. Elec. Tele. CTV Tele. Tele. CTV Ge n e r a t o r HVAC HVAC 2 Story Stone Building 3 Story Brick Building 4 Story Brick Building 6 Story Brick Building Roof overhang Roof overhang Co v e r e d C o n c r e t e P o r c h Ro o f o v e r h a n g Ov e r h a n g Brick & Stone Church Bric k B u i l d i n g Build i n g Adjoiner's Building Pl a n t e r Cu r b e d P l a n t e r Cu r b e d P l a n t e r Cu r b e d P l a n t e r Pa t i o Pa t i o DW S DWS DW S DW S Elec. Planter Planter Planter Planter Utilities Conc. Landing Ge n e r a t o r P a d Concrete Walk Vent Grate Rooftop Garden Rooftop Garden Rooftop Garden Rooftop Garden Rooftop Garden Rooftop Garden Rooftop Garden Drain Drain Drain Drain Vent Drain DrainDrain Drain Drain Vent Balcony Floor 2-6Balcony Floor 2-6 Balcony Floor 5 & 6 Balcony Floor 2-4Balcony Floor 5 & 6 Starbucks Pa v e r s Fountain Bollar d s Balcony Concrete Walk Concrete Vinyl Fence Ch a i n L i n k F e n c e Chain Link Fence Vinyl Fence Concrete Steps Co n c r e t e W a l k Co n c r e t e W a l k Concrete Walk Concrete Walk Sk y l i g h t Sk y l i g h t Sk y l i g h t Sk y l i g h t Sk y l i g h t Sk y l i g h t Sk y l i g h t Sk y l i g h t 4 Story Brick Building The Rip Van Dam The Adelphi Hotel 165.67-1-13 5.5'± 5.0'± 5.0'± 4.5'± Easement 20 . 0 ' ± 1. 5 ' ± 4. 5 ' ± 0.0'± 16 9 . 0 ' ± Lands of Martell Brothers Brewing Company B:2011 P:3784 165.67-1-17.1 Lands of Martell Brothers Brewing Company B:2012 P:34100 165.59-1-91 Lands of Broadway 385 LLC B:2019 P:10972 165.59-1-77 Lands of UPH Saratoga LLC B:2017 P:41161 G Access & Maintenance Stone Wall Stone Wall Legend: DWP CB WV ST s u CB Signal Box = LAMP POST Concrete Wal l = DETECTABLE WARNER PAD = CATCH BASIN Asphalt Walk = STREET SIGN = WATER VALVE CB = STORM ACCESS CB = SANITARY ACCESS = UTILITY ACCESS = TREE = SHRUB = PLANT = GAS VALVE Re t a i n i n g W a l l Re t a i n i n g W a l l Vi n y l F e n c e CB CB Gas Meter DW S Conc. Pad Be n c h Window Well CTV Window Well HV S w i t c h Transformer Ra m p Drain Patio Balcony Patio Balcony Ba l c o n y Wall Wall S Conc. Landing O.H. Concrete Be n c h Be n c h WV G Bench BenchDW S = UTILITY POLE G G G 4" PVC CB#1 CB#2 CB#3 CB#4 CB#5 CB#6 CB#9 CB#10 CO Ri m = 3 0 6 . 6 0 CB#11 CB#12 CB#13 CB#14 CB#15 Grate Drain #16 CB#1 Rim=301.99 18 " C P P In v . = 3 0 0 . 0 6 6" P V C In v . = 3 0 0 . 1 9 CB#2 Rim=303.51 18 " C P P In v . = 3 0 0 . 1 1 CB#3 Rim=306.45 18 " C P P In v . = 3 0 0 . 5 1 CB#4 Rim=306.99 6" C P P In v . = 3 0 4 . 8 9 18 " C P P In v . = 3 0 0 . 0 7 8"CPP Inv.=300.92 18 " C P P In v . = 3 0 0 . 6 6 CB#5 Rim=307.11 6" C P P In v . = 3 0 4 . 2 9 CB#6 Rim=307.14 18 " C P P In v . = 3 0 1 . 3 7 18 " C P P In v . = 3 0 1 . 2 2 CB#7 Rim=306.58 18 " C P P In v . = 3 0 0 . 4 4 18 " C P P In v . = 3 0 0 . 7 2 6"PVC Inv.=300.39 CB#8 Rim=307.14 6"C P P Inv . = 3 0 1 . 1 5 6 " P V C I n v . = 3 0 2 . 0 6 6" C P P Inv . = 3 0 1 . 6 4 CB#9 Rim=307.64 6"C P P Inv . = 3 0 4 . 6 0 6 " C P P I n v . = 3 0 3 . 9 9 CB#10 Rim=309.74 Frozen With Fabric(No Access) CB#11 Rim=300.58 12 " P V C Inv . = 2 9 7 . 0 4 12 " C P P In v . = 2 9 6 . 7 0 8"CPP Inv.=297.27 CB#12 Rim=299.28 CB#13 Rim=296.84 18"PVC Inv.=292.91 18 " P V C In v . = 2 9 3 . 0 4 CB#14 Rim=299.25 12"CPP Inv.=296.43 8" C P P In v . = 2 9 6 . 6 0 12"PVC Inv.=296.35 In v . = 2 9 6 . 5 0 8" C P P CB#15 Rim=303.06 12"CPP Inv.=298.74 8"C P P Inv . = 3 0 0 . 8 8 Trench Drain #16 Grate=294.00 1"PVC Inv.=293.78 4"PVC Inv.=293.46 Structure Details Bike Rack Ped. Crossing Sign Stop Sign No Parking No Parking Sign - Route 29 Street Sign No P a r k i n g S i g n 2H R P a r k i n g 2H R P a r k i n g No P a r k i n g 2H R P a r k i n g S i g n In f o . S i g n No Parking Sign 2" Conduit to Feed Sternbergs With a 2" Stub For Future 2" Conduits Signals 4" Conduit for Internet Provider 2 4" Conduits for High Voltage 4" Conduit for Internet Provider Crossing Signal Triple Lamp Post Single Lamp Post Single Lamp Post Van Dam Sign Single Lamp Post Triple Lamp Post Triple Lamp Post Single Lamp Post Single Lamp Post 2" Ginkgo 2" Ginkgo 2" Ginkgo 4" E l m 4" E l m 4" M a p l e 3" B a s s w o o d 10 " E l m 10 " E l m 23 . 5 ' 1 8 " C P P 12" CPP 15.5 ' 8 " C P P 57 ' 1 8 " C P P 12 ' 6 " C P P 59 ' 1 8 " C P P @ 1 . 2 % T.R. T.R. T.R. T.R. T.R.= TRASH RECEPTACLES ST 70' of 18" HDPE @1.02%28 ' o f 1 2 " H D P E @ 1 . 1 4 % STMH #1 Rim=296.90 STMH #2 Rim=296.79 284' of 18" HDPE @0.86% 15 0 ' o f 1 8 " H D P E @ 0 . 4 0 % 14' of 18" HDPE @ 0.75% @ 0 . 0 % @ 0.0 % @ 0 . 9 6 % 6" H D P E6" HDPE 6" P V C 6" HD P E 6" HDPE ST MH RIM:302.07 EX 8" INV. IN:299.64 EX INV. IN:299.67 18" INV. OUT:298.36 ST MH RIM:301.17 6" INV. IN:296.99 8" INV. IN:298.06 18" INV. OUT:296.22 12" INV. IN:296.38 18" INV. IN:297.64 ST MH RIM:299.62 18" INV. IN:295.42 12" INV. IN:295.40 18" INV. OUT:295.34 12 " C P P In v . = 2 9 5 . 4 3 SANITARY CO INV:299.86 STORM CO INV:300.98 SANITARY SADDLE CONNECTION INV:296.56 SANITARY SADDLE CONNECTION INV:294.23 10"X6" STAINLESS TAPPING SLEEVE INV:294.90 6" 45 BEND INV:294.77 6" 45 BEND INV:293.21 6" 45 BEND INV:293.33 6" 45 BEND INV:297.06 6"X4" TEE INV:297.10 4" 45 BEND INV:297.09 4" 45 BEND INV:297.08 103' of 18" HDPE @0.77% Single Lamp Post Single Lamp Post Single Lamp Post Single Lamp Post Stop Sign Pe d e s t r i a n C r o s s i n g S i g n U.P. Transf o r m e r Transf o r m e r Retaining Wall Adjoiner's Building DWS = DETECTABLE WARNING SURFACE Co n c r e t e P a t i o CB#7 CB#8 N 82°10'49" E Si g n We s t R o u t e 2 9 U.P U.P. Electric Meter Bollard CTV Ga t e Vinyl Fence Ha n d r a i l Ha n d r a i l Handrail Utility MH Rim=296.31 SMH Rim=296.33 Rim=300.84 Utility MH Rim=301.83 Wi n d o w W e l l Wi n d o w W e l l S S = SEWER VALVE He a t e d C o n c r e t e W a l k SANITARY SADDLE CONNECTION INV:294.23 6" S D R S e w e r L i n e 6" S D R S e w e r L i n e 1 2 " H D P E CB Rim=303.0 Y Into Existing 12" HDPE Heated Concrete Walk Heated Concrete Walk Heated Concrete Walk Heated Concrete Walk Auto Sprinkler 4" Cleanout 1" Standpipe Utility MH Rim=299.54 SMH Rim=299.38 STMH #1 Rim=299.58 Yard Drain Rim=305.05 8" Inv. Out=303.08' = HEATED CONCRETE WALK WV 10" Water Main (Rec o r d ) 8" PVC (Record) MH Rim=303.2 Inv.=298.5 Inv.=2 9 8 . 6 12" VCP (Record)MH Rim=299.4 Inv. Thru:=293.6 2" S t e e l I n v . = 2 9 6 . 1 ( R e c o r d ) (Record) (Record) 10" Water Main (Record) SHEET 1 OF 1 8.) 5.) 6.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD.4.) 2.) 3.) NOTES: 1.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON.9.) 10.) 7.) NORTH ORIENTATION IS PER NEW YORK STATE PLANE EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83). BEARINGS SHOWN ARE REFERENCED TO THIS DATUM AND THEREFORE MAY NOT MATCH RECORDED BEARINGS. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. NO PROPERTY CORNERS WERE SET AS PART OF THIS SURVEY. THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. THIS MAP IS COPYRIGHT © 2025 VAN DUSEN & STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. OFFSETS BETWEEN PROPERTY LINES AND STRUCTURES SHOWN HEREON ARE TO ROOF OVERHANGS UNLESS OTHERWISE NOTED. THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE CITY OF SARATOGA SPRINGS, THE COUNTY OF SATATOGA, AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. Scale 1"=20' Date: January 3, 2025 DWG. NO. 21-37-AS-BUILT ADELPHI OWNER LLC 165.67-4-101 16 5 . 6 7 - 4 - 1 0 1 D-3577 GR I D N A D 8 3 CERTIFICATION: I, DOUGLAS B. HELLER, REGISTERED PROFESSIONAL ENGINEER NO. 091339, IN THE STATE OF NEW YORK, WAS RETAINED BY 55 PHILA, LLC, TO UNDERTAKE PERIODIC INSPECTIONS AND HEREBY CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS DRAWING HAVE BEEN COMPLETED IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS OR ANY AUTHORIZED CHANGES, AND SHOW THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. DOUGLAS B. HELLER, P.E. NYS LIC. NO. 091339 11.)EVERYTHING SHOWN IS AS IT EXISTED ON THE DATE THE SURVEY WAS PERFORMED IN REFERENCE TO THE APPROVED SITE PLAN. 12.)UTILITIES SHOWN AS (RECORD) ARE FROM RECORD PLANS AND NOT VERIFIED BY THIS SURVEY. MA R K E D W I T H A N O R I G I N A L O F T H E L A N D S U R V E Y O R S "O N L Y C O P I E S F R O M T H E O R I G I N A L O F T H I S S U R V E Y AG E N C Y A N D L E N D I N G I N S T I T U T I O N L I S T E D H E R E O N , A N D ON H I S B E H A L F T O T H E T I T L E C O M P A N Y , G O V E R N M E N T A L TO T H E P E R S O N F O R W H O M T H E S U R V E Y I S P R E P A R E D , A N D LA N D S U R V E Y O R S . S A I D C E R T I F I C A T I O N S S H A L L R U N O N L Y BY T H E N E W Y O R K S T A T E A S S O C I A T I O N O F P R O F E S S I O N A L EX I S T I N G C O D E O F P R A C T I C E F O R L A N D S U R V E Y O R S A D O P T E D TH I S S U R V E Y W A S P R E P A R E D I N A C C O R D A N C E W I T H T H E " C E R T I F I C A T I O N S I N D I C A T E D H E R E O N S I G N I F Y T H A T SE A L S H A L L B E C O N S I D E R E D T O B E V A L I D T R U E C O P I E S . " VI O L A T I O N O F S E C T I O N 7 2 0 9 , S U B - D I V I S I O N 2 , O F T H E MA P B E A R I N G A L I C E N S E D L A N D S U R V E Y O R S S E A L I S A " U N A U T H O R I Z E D A L T E R A T I O N O R A D D I T I O N T O A S U R V E Y NE W Y O R K S T A T E E D U C A T I O N L A W . " TO T H E A S S I G N E E S O F T H E L E N D I N G I N S T I T U T I O N . " Xref ..\..\2020049Consultants\00Architect\2021-09-07\A-200\03-Floor Plans_\Level 1 Garage - Structural Grid_.dwgXref ..\..\2020049Consultants\00Architect\2021-09-07\A-200\Stairs & Elevators_\Typical Stairs&Elevators-1st-Level.dwg EXISTING TRANSFORMER / COMPACTOR ENCLOSURE TO BE REMAIN AND BE PROTECTED REMOVE EXISTING CONCRETE, TYP. REMOVE EXISTING GRANITE CURB, TYP. REMOVE EXISTING STEPS AND LANDING EXISTING STONE BUILDING TO BE REMOVED AND RELOCATED REMOVE EXISTING STONE WALL REMOVE EXISTING BENCH, TYP. REMOVE EXISTING TRASH RECEPTACLE REMOVE EXISTING VEGETATION REMOVE EXISTING TREES SILT FENCE REMOVE AND SALVAGE SIGN REMOVE AND SALVAGE LIGHT REMOVE EXISTING CONCRETE, TYP. LOCATE AND SHUT OFF EXISTING WATER SERVICE AT CORP STOP LOCATE AND PROTECT SANITARY LINE DURING CONSTRUCTION LOCATE AND PROTECT STORM LINE DURING CONSTRUCTION LOCATE AND PROTECT ELECTRICAL SERVICE DURING CONSTRUCTION Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Adelphi Owner, LLC 353 Broadway Saratoga Springs, NY 12866 G: \ P r o j - 2 0 2 0 \ 2 0 2 0 0 4 9 _ R i p _ V a n _ D a m \ 2 0 2 0 0 4 9 C A D \ B e t h e s d a _ A d e l p h i H o t e l _ 2 0 2 5 \ C A D \ C A D _ A D E L P H I \ L - 1 . 0 _ S i t e P r e p . d w g 19 Washington Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2020049 19 Washington Saratoga Springs, NY 12866 1"=10'10/31/2025 MCBJTM MCB L-1.0 Site Preparation 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER, CITY ENGINEERING DEPT/DPW, AND 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. 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. 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. 6.ALL DEMOLITION AND DISPOSAL ACTIVITY WILL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS. SITE PREPARATION NOTES:PROTECTION NOTES:REMOVALS NOTES:LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE EXISTING GAS LINE EXISTING UNDERGROUND ELECTRIC EXISTING UNDERGROUND WATER REMOVE ITEM SAWCUT ASPHALT REMOVE PAVEMENT EXISTING SANITARY SEWER LINE EXISTING STORM LINE EXISTING MINOR CONTOUR312 CONSTRUCTION PROTECTION FENCE EXISTING MINOR CONTOUR312 REMOVE STRUCTURE REMOVE VEGETATION 86425 10100 Scale: 1" = 10' Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ Xref ..\..\2020049Consultants\00Architect\2021-09-07\A-200\03-Floor Plans_\Level 1 Garage - Structural Grid_.dwgXref ..\..\2020049Consultants\00Architect\2021-09-07\A-200\Stairs & Elevators_\Typical Stairs&Elevators-1st-Level.dwg 17.25' 12 . 0 0 ' PROPOSED POOL EXISTING TRANSFORMER / COMPACTOR ENCLOSURE SCREENING FENCING 7 L4.0 PROPOSED SPA BUILDING 29 . 2 4 ' SCREENING FENCE GATE, TYP. PLANTER PL A N T E R PL A N T E R ENTRY LANDING EXPANSION JOINT, TYP.3 L4.1 CONTROL JOINT, TYP.3 L4.1 12.00'12.00' CONCRETE PAVEMENT, TYP.1 L4.1 PROPOSED BALCONY CONCRETE CURB, TYP.6 L4.0 CONCRETE PAVER PATIO 5 L4.1 30 ' 50' 42' 23 ' 11' ASPHALT PAVEMENT, TYP.X X INSTALL SALVAGED LIGHT AND SIGN FC301.06(301.40)(301.00) FC301.27 FC300.87 FC301.14 FC301.40 MATCH EXISTING TC302.18 BC(301.68) 303.10 TC 301.3 BC 300.8 1. 5 % (302.35) (303.05) (304.25) (306.44) 302.2 304.2 302.0 302.0 302.2 302.0 302.1 301.4 301.6 302.35 301.5 302.2 301.5 302.2 302.35 302.07 PROPOSED FFE = 302.2 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Adelphi Owner, LLC 353 Broadway Saratoga Springs, NY 12866 G: \ P r o j - 2 0 2 0 \ 2 0 2 0 0 4 9 _ R i p _ V a n _ D a m \ 2 0 2 0 0 4 9 C A D \ B e t h e s d a _ A d e l p h i H o t e l _ 2 0 2 5 \ C A D \ C A D _ A D E L P H I \ L - 2 . 0 _ L a y _ G r a d . d w g 19 Washington Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2020049 19 Washington Saratoga Springs, NY 12866 1"=10'10/31/2025 CMIJTM MCB L-2.0 Grading PlanLayout & LEGEND PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT 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. 10.ALL PROPOSED OR RELOCATED SIGNS WITHIN THE CITY RIGHT OF WAY SHALL HAVE FINAL LOCATION APPROVED BY THE DEPARTMENT OF PUBLIC SAFETY BEFORE INSTALLATION. Scale: 1"=10' LAYOUT PLAN1 Scale: 1"=10' GRADING PLAN2 86425 10100 Scale: 1" = 10' 1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "TOPOGRAPHIC SURVEY 353 BROADWAY, 39 (41) WASHINGTON STREET & 19 - 23 WASHINGTON STREET", DATED 10/29/2020 AS PREPARED BY CONTROL POINT ASSOCIATES INC. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 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 2%. 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.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 12.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. 13.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. 14.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 15.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. GRADING NOTES: MAJOR CONTOUR850 EXISTING MAJOR CONTOUR850 PROPOSED SPOT ELEVATION 857 EXISTING SPOT ELEVATION 857 Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ AD-1 RIM: 301.7 INV OUT: 298.37 6" HDPE PERFORATED PIPE SLOT AREA DRAIN, TYP. AD-2 RIM: 301.7 INV IN: 298.29 INV OUT: 298.19 AD-3 RIM: 301.7 INV IN: 298.12 INV OUT: 298.02 EXISTING STORM PIPE TO REMAIN WYE INTO STORM LINE INV. 6"(EX):297.73 INV. 6":297.73 6" HDPE SOLID PIPE Xref ..\..\2020049Consultants\00Architect\2021-09-07\A-200\03-Floor Plans_\Level 1 Garage - Structural Grid_.dwgXref ..\..\2020049Consultants\00Architect\2021-09-07\A-200\Stairs & Elevators_\Typical Stairs&Elevators-1st-Level.dwg PROPOSED POOL TRANSFORMER / COMPACTOR ENCLOSURE PROPOSED SPA BUILDING PLANTER PL A N T E R PL A N T E R PROPOSED BALCONY CONNECT TO EXISTING 12" VCP WITH 12"x6"x WYE SADDLE, 6" INV. TO BE DETERMINED 6" SDR-26 PVC LATERAL, 2% SLOPE 6"Ø DIP, CL 52, SERVICE MAIN 6"x10" TAPPING SLEEVE, VALVE, AND THRUST BLOCK Xref ..\..\2020049Consultants\00Architect\2021-09-07\A-200\03-Floor Plans_\Level 1 Garage - Structural Grid_.dwgXref ..\..\2020049Consultants\00Architect\2021-09-07\A-200\Stairs & Elevators_\Typical Stairs&Elevators-1st-Level.dwg Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Adelphi Owner, LLC 353 Broadway Saratoga Springs, NY 12866 G: \ P r o j - 2 0 2 0 \ 2 0 2 0 0 4 9 _ R i p _ V a n _ D a m \ 2 0 2 0 0 4 9 C A D \ B e t h e s d a _ A d e l p h i H o t e l _ 2 0 2 5 \ C A D \ C A D _ A D E L P H I \ L - 3 . 0 _ U t i l _ L a n d . d w g 19 Washington Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2020049 19 Washington Saratoga Springs, NY 12866 1"=10'10/31/2025 CMIJTM MCB L-3.0 Landscape Plan Utility & Scale: 1"=10' UTILITY PLAN1 Scale: 1"=10' LANDSCAPE PLAN2 86425 10100 Scale: 1" = 10' WATER SYSTEM NOTES 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 3.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 4.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 1.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. 2.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 3.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. 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.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. UTILITY NOTES 4.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 5.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 6.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. 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.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY PLANTING NOTES: 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. 7.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 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. 20.ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1.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. 20.2.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" 21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22.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. 23.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. LEGEND PROPERTY LINE CONCRETE PAVEMENT UNDERGROUND ELECTRIC EXISTING STORM DRAIN EXISTING WATER LINE EXISTING SANITARY LINE PROPOSED STORM DRAIN PROPOSED WATER LINE PROPOSED SANITARY LINE EXISTING TELECOM EXISTING GAS LINE DECIDUOUS TREE SHRUBS / PERENIALS ORNAMENTAL TREE LAWN 4 Js 24 sa 8 sa 3 Hq 15 hh 3 hh 1 Hq 8 sa 1 Hq 1 CK 1 CK 1 CK 3 Hm 3 Hm 3 Hm 3 Hm 8 hh 9 hh 7 hh 4 hh 8 hh PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS TREES CK 3 Cornus kousa Kousa Dogwood 8' Ht.B&B, Treeform SHRUBS Hm 12 Hydrangea macrophylla Big Leaf Hydrangea 24"-36" Ht. Hq 4 Hydrangea quercifolia Oakleaf Hydrangea 24"-36" Ht. Js 4 Juniperus scopulorum 'Blue Arrow'Blue Arrow Juniper 48"-60" Ht. ORNAMENTAL GRASSES AND PERENNIALS HH 54 Hemerocallis 'Stella da Oro'Daylilies #2 Cont.24" O.C. SA 40 Sedum 'Autumn Joy'Autumn Joy Sedum #2 Cont.24" O.C. Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 25'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER COMPACTED SUBGRADE R . 3 0 ' - 0 " T Y P . EDGE OF EXISTING ROADWAYCONSTRUCTION SPECIFICATIONS: 1.STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3.THICKNESS- NOT LESS THAN SIX (6) INCHES. 4.WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 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 AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8.PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 12 ' - 0 " MI N . 16 " A B O V E GR A D E 6" BE L O W G R A D E 10' MAX. ℄ TO ℄ 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 2' O V E R A L L FA B R I C H T . 20 " M I N . 16 " M I N . 36" MIN. FENCE POST FILTER FABRIC FLOW 6"MI N . EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW 2 1 MAX. 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. ISOMETRIC VIEW INSTALLATION DETAIL STEEL FRAME FOR BAG REMOVAL FROM INLET INLET GRATE 4' 2' NOTES: 1.INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES.3' STRAWBALES STAKED INTO GROUND NOTE: 1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 8' MIN. 8' M I N . 2' CONCRETE WASHOUT CONCRETE WASHOUT SIGN 3/4" PREMOLDED EXPANSION JOINT CONCRETE SIDEWALK FINISHED GRADE 1/4" RADIUS PAVEMENT POURED-IN-PLACE CONCRETE CURB SEE CONCRETE SPECIFICATIONS GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX. 18 " 6" MI N . 7" 6" 6" 4' - 6 " M I N . 3,000 PSI CONCRETE FOOTING 12" 3/4" X 5-3/4" CEDAR TOP CAP 6X6" SQUARE PRESSURE TREATED POST WITH BOSTON TOP, 8' O.C. 3/4" X 5-3/4" #2 CEDAR SHIPLAP8' - 0 " 2X4" PRESSURE TREATED BACKING RAILS (TOP, MIDDLE, AND BOTTOM), SECURE TO POST WITH 16D GALV. NAILS BASE OF FENCE PANEL 1-2" ABOVE FINISH GRADE 2" MAX. ABOVE GRADE UNDISTURBED GRADE 8'-0" Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Adelphi Owner, LLC 353 Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 10 / 3 0 / 2 0 2 5 1 1 : 5 7 A M Fi l e N a m e : G: \ P r o j - 2 0 2 0 \ 2 0 2 0 0 4 9 _ R i p _ V a n _ D a m \ 2 0 2 0 0 4 9 C A D \ B e t h e s d a _ A d e l p h i H o t e l _ 2 0 2 5 \ C A D \ C A D _ A D E L P H I \ L - 4 . 0 _ S i t e D e t a i l s . d w g Pl o t t e d B y : MA T T B R O B S T O N 19 Washington Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2020049 19 Washington Saratoga Springs, NY 12866 N.T.S.10/31/2025 MCBJTM MCB L-4.0 Site Details FULL CURB AT SIDEWALK 1 STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS 2 SILT FENCE SCALE: NTS 3 CONCRETE WASHOUT SCALE: NTS 4 TEMPORARY STOCKPILE SCALE: NTS 5 INLET PROTECTION FOR PAVED AREAS SCALE: NTS 6 CONCRETE CURB SCALE: NTS 7 PRIVACY FENCE SCALE: NTS 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 2 VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT. 12 " EQ.EQ. STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE EXPANSION JOINTS TO OCCUR 60' O.C. MAX & AT ALL CURBS, WALLS, & WHERE SHOWN ON PLANS OR OTHER DETAILS SCORE JOINTEXPANSION JOINT 2"2" 12" JOINT 2"2" 12" JOINT 1 14" DE P T H M I N . TOOLED JOINT 5' 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. TOOLED JOINT W/ 1/4" RADIUS EDGES AS SHOWN, TYP. JOINT SEAL PER SPEC. PREMOULDED JOINT FILLER 12" MIN. 18 " M I N . 3" BARK MULCH SET CROWN FLUSH WITH TOP OF MULCH PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE 6" EDGE RESTRAINT 2" THICK CONCRETE PAVER 1" SAND SETTING BED SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 6" GRANULAR SUBBASE COURSE NYS DOT SECT 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR. 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. 3.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. SEPARATOR FABRIC (NYS DOT 207) COMPACTED GRAVEL - NYSDOT TYPE 2 CRUSHER RUN-STONE (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR DE P T H T O SU B G R A D E A S RE Q U I R E D BINDER COURSE - NYSDOT ITEM PG 64S-22 402.2579QR - 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM PG-64S-22 402.1273QR, 80 SERIES COMPACTION ALL ASPHALT 2"4"12" PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR *BINDER TO BE PLACED IN (2) 2" LIFTS WITH TACK COAT BETWEEN. Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Adelphi Owner, LLC 353 Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 10 / 3 0 / 2 0 2 5 1 1 : 5 7 A M Fi l e N a m e : G: \ P r o j - 2 0 2 0 \ 2 0 2 0 0 4 9 _ R i p _ V a n _ D a m \ 2 0 2 0 0 4 9 C A D \ B e t h e s d a _ A d e l p h i H o t e l _ 2 0 2 5 \ C A D \ C A D _ A D E L P H I \ L - 4 . 0 _ S i t e D e t a i l s . d w g Pl o t t e d B y : MA T T B R O B S T O N 19 Washington Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2020049 19 Washington Saratoga Springs, NY 12866 N.T.S.10/31/2025 MCBJTM MCB L-4.1 Site Details 1 CONCRETE PAVING SCALE: NTS 2 DECIDUOUS TREE PLANTING SCALE: NTS 3 CONCRETE EXPANSION, SCORE JOINT SCALE: NTS 4 SHRUB PLANTING SCALE: NTS 5 CONCRETE PAVER SCALE: NTS 6 ASPHALT PAVEMENT SCALE: NTS 6" M I N . SU M P 6" M I N . INTEGRATED DUCTILE IRON FRAME AND GRATE TO MATCH BASIN O.D. CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, II OR III MATERIAL AS DEFINED IN ASTM D2321. BEDDING AND BACKFILL SHALL BE PLACED AND COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. COMPACTED SUBGRADE, 90% STD. PROCTOR. 12" NYOPLAST DRAINGE BASIN OR APPROVED EQUAL. PIPE ADAPTERS AS REQUIRED DRAINAGE PIPE, SEE PLANS. CONCRETE PAVING Planning Board # XX.XXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Adelphi Owner, LLC 353 Broadway Saratoga Springs, NY 12866 Sa v e D a t e : 10 / 3 0 / 2 0 2 5 4 : 4 6 P M Fi l e N a m e : G: \ P r o j - 2 0 2 0 \ 2 0 2 0 0 4 9 _ R i p _ V a n _ D a m \ 2 0 2 0 0 4 9 C A D \ B e t h e s d a _ A d e l p h i H o t e l _ 2 0 2 5 \ C A D \ C A D _ A D E L P H I \ L - 4 . 0 _ S i t e D e t a i l s . d w g Pl o t t e d B y : CA M E R O N P . A L B E R 19 Washington Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2020049 19 Washington Saratoga Springs, NY 12866 N.T.S.10/31/2025 DBHJTM DBH L-4.2 Site Details 1 TYPICAL TRENCH SCALE: NTS 1' - 0 " 5' - 0 " M I N . C O V E R MIN. UN L E S S O T H E R W I S E N O T E D MI N . 6" MIN. O.D./2 COMPACTION COMPACTION MECHANICAL COMPACTION MECHANICAL MECHANICAL PLACEMENT METHOD OF FINAL TRENCH BACKFILL PIPE ZONE BACKFILL 1 & 2 1 & 2 203.07 CRUSHED COVER VARIES 12' MIN. PIPE O.D./2 6" MIN. +PIPE ZONE BEDDING NYSDOT SIZEMATERIALDEPTHITEM NEW PVMT., SEE DETAIL PVMT. RESTORATIONLAWN RESTORATION 1 1 1 1 VA R I E S - A S R E Q ' D . 5' - 0 " M A X . V E R T . W A L L PIPE O.D. + 24" AGGREGATE SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. BURIED IDENTIFICATION WARNING TAPE EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL FINAL TRENCH BACKFILL (SEE NOTE) TOPSOIL & SEED AS SPECIFIED PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L MIN. KEY JT. 3 CONNECTION TO EXISTING WATER MAIN DETAIL SCALE: NTS 5' M I N . C O V E R PROPOSED 10"x6" STAINLESS STEEL TAPPING SLEEVE AS INDICATED ON THE PLANS UNEXCAVATED/ UNDISTURBED EARTH 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6" MIN. THICK) MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. (2) 3/4" Ø THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPOXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS 1 PIPE LENGTH (18'-0" MIN.) OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, EXISTING 10" DUCTILE IRON PIPE WATER MAIN 3,000 PSI MIN. CAST-IN-PLACE CONCRETE THRUST BLOCK MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS, MUELLER SERIES 2361, RH OPEN CRUSHED STONE PIPE BEDDING, AS SPECIFIED 6"Ø DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. EXCAVATION BACKFILL AND COMPACTION PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED FINISHED GRADE OR EXISTING GROUND LINE EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED STATE STANDARDS") TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- 18 " M I N . (REFERENCE- "TEN FINISHED GRADE NOTE: SANITARY SEWER OR STORM SEWER WATER LINE 2 UTILITY CROSSING DETAIL SCALE: NTS CRUSHED AGGREGATE NOTES: 1.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 2.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. SELECT GRANULAR FILL SEWER SERVICE CONNECTION - PLAN PIPE BEDDING AS REQ'D UNDISTURBED SUB-GRADE 22-1/2° BEND VIA INSERTA-TEE CONNECTION SLOPE: 2% MIN. (1/4" PER FOOT) BUILDING SEWER LATERAL FL O W C L 2"x 4"x L PRESSURE-TREATED STAKE SET PLUMB AT END OF LATERAL 12 ' M A X . T O I N V E R T FINISHED GRADE CONNECTION END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR REVEAL EASEMENT LIMIT 3"± 22-1/2° 12" SEWER MAIN 6" MINIMUM MIN. SDR 26 PVC 2"x 4" PRESSURE TREATED STAKE LATERAL ON PRIVATE PROPERTY - MIN. SCH. 40 PVC 4 SEWER SERVICE DETAIL SCALE: NTS INSERTA-TEE CONNECTION CONNECT INSERTA-TEE TO BUILDING SEWER LATERAL VIA COUPLING 5 AREA DRAIN SCALE: NTS