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Home My WebLink About20240590 400 Louden Site Plan Unitarian Universalist Congregation Plans As-ApprovedUUCSS NEW CHURCH CAMPUS PREPARED FOR THE UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS (UUCSS) 624 N. BROADWAY SARATOGA SPRINGS, NY 12866 ZONING STATISTICS TAX MAP ID: 154.-2-41.4 ZONE: RURAL RESIDENTIAL ZONE ABBREV.: RR LOT SIZE: 5.01 ACRES ZONING DISTRICT: RR RURAL RESIDENTIAL EXISTING USE: VACANT PROPOSED USE: PLACE OF WORSHIPI REQUIRED EXISTING PROVIDED COMPLIANT MIN. LOT AREA 2 ACRES 5.01± ACRES 5.01± ACRES YES D MIN. LOT WIDTH 200 FEET 261 ± FEET 261 ± FEET YES M MAX. BUILDING COVERAGE 15% 0% 2% YES D MAX. IMPERVIOUS SURFACE COVERAGE 20% 0% 19% YES M MAX. BUILDING HEIGHT 35 FEET 0 FEET < 35' YES c MIN. FRONT SETBACK 60 FEET N/A 295 FEET YES M M 3 MIN. INTERIOR SIDE SETBACK 30 FEET N/A 30 FEET YES M MIN. TOTAL INTERIOR SIDE SETBACK - 100 FEET N/A N/A YES -+ SF, 2F ONLY MIN. CORNER SIDE SETBACK 60 FEET N/A N/A YES MIN. REAR SETBACK 100 FEET N/A 255 FEET YES O MIN. I SPACE REQUIRED FOR EVERY 10 -n VEHICLE SPACES SEATS; 125 SEATS REQUIRES MIN. 13 0 61 YES I ; V7 VEHICLE SPACES � fJ rn ACCESSIBLE SPACES 3 ( FOR OVER 50 SPACES) 0 3 YES M MIN. I SPACE REQUIRED FOR EVERY 25 M -0 BICYCLE SPACES SEATS; 125 SEATS REQUIRES 5 BICYCLE 0 5 YES Z D PARKING SPACES MIN. 5% MUST BE EV-CAPABLE OR EV- ELECTRIC VEHICLE CHARGING STATIONS READY (OR 2% EVSE-INSTALLED) (4 - 0 TBD TBD FOR 5% OR 2 - FOR 2%) rn D REQUIRED PARKING LOT INTERIOR LANDSCAPE Q N MIN. I BROADLEAF TREE FOR EVERY 5 PARKING LOT ISLANDS REQUIRES 5 0 m D PARKING LOT ISLAND BROADLEAF TREES 7 YES 3 z rn M{N. TOTAL OF LANDSCAPE AREA OF 16,006 SF PARKING LOT AREA * 10% _ N PARKING LOT(*) TO BE 10% OF THE 0 SF TBD YES MIN. I,6OI SF LANDSCAPE AREA TOTAL PARKING LOT AREA CITY OF SARATOGA SPRINGS MARK PINGEL,Charr KERRY MAYO _ PLANNING BOARD CHUCK MARSHALL BILL MCTYGUE 3 City Ha11 474 Broadway PATTY MORRISON MICHAEL KING Saratoga $ Sara[ pangs, New York 12866 T.1: 518-58T-3550 f- 518-580.9480 wvnv.saratoga-sp-li s-i; NOTICE OF DECISION IN THE MATTER OF THE APPLICATION #20230861 UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS 400 LOUDEN AVENUE SARATOGA SPRINGS, NY 12866 Involving the premises with tax parcel # 154,-2-41.4, in the City of Saratoga Springs, on an application for a permanent Special Use Permit for a place of worship in the Rural Residential (RR) District. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as an Unlisted Action and issued a Negative SEQRA Declaration on January it, 2024; Having properly noticed and conducted a public hearing on November 30, 2023 as required on the proposed use and closed the public hearing on January 11, 2024; And, upon evaluation of the application based on the City's enumerated evaluation criteria to ensure that the proposed use(s) will not adversely affect surrounding properties and community character; And, in accordance with the approval standards set forth in the City's Unified Development Ordinance, Article 13.4 "Special Use', the Planning Board issues the following decision on January 11, 2024 (passed 6-0- in favor: Pingel, Mayo, Marshall, McTygue, Morrison, King): 0 Issue a permanent Special Use Permit for agiace of worship (approximately 3 600 sq ft buildine footprint) and asso� ated site work as shown on r vi ed con eptual site plan dated lanuary 9 2024 Conditions: I . The proposed building is limited to a maximum 4,000 sq. ft. (footprint). 2. Site Plan Review and approval required per 13.5 "Site Plan Review" in the UDO. Note: this approval shall expire 18 months from the issuance date unless all conditions have been complied with and a building permit issued. lanuary 19, 2024 _hf ✓if__ Date filed with Accounts Dept. Ch r cc: Building Dept., Accounts Dept., ApplicantlAgent, File Pagc 1 of 1 400 LOUDEN ROAD SARATOGA SPRINGS, NY, PROJECT LOCATION 1533-E612 1 CTON' MALL ROAD . . . P.. ~LOUDEN ROAD*41110 15a.za �., ago► � ` � � .. '"•* , *' Pid ROJECT LOCAT " r 0*0 0. . b a �p .T PROJECT TEAM 12866 LANDSCAPE ARCHITECT/CIVIL ENGINEER: STUDIO A I LANDSCAPE ARCHITECTURE + ENGINEERING, D.P.C. 74 WARREN STREET, SUITE SARATOGA SPRINGS, NY 12866 CONTACT: JEFFREY ANTHONY, RLA / MATTHEW E. HUNTINGTON, PE PHONE: 518.450.4030 ARCHITECT: SD ATELIER ARCHITECTURE LLC 511 BROADWAY SARATOGA SPRINGS, NY 12866 CONTACT: SUSAN DAVIS, RA 518.581.3195 SHEET INDEX C-0.00 COVER SHEET C-0.10 MASTER NOTES C-0.20 EXISTING CONDITIONS C-0.30 DEMOLITION, EROSION & SEDIMENT CONTROL PLAN C-!.10 LAYOUT & MATERIALS PLAN C-2.10 GRADING, DRAINAGE & UTILITIES PLAN C-4.10 PLANTING PLAN GENERAL NOTES C-5.10 CONSTRUCTION DETAILS C-5.11 CONSTRUCTION DETAILS I. PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL CONTACT U.F.P.O. AND THE PROPER LOCAL AUTHORITIES TO CONFIRM THE C-5.12 CONSTRUCTION DETAILS LOCATION OF ALL EXISTING UTILITIES. ANY COSTS INCURRED BY THE CONTRACTOR FOR FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL UTILITIES, INCLUDING BY NOT LIMITED TO LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC., WITH LOCATIONS OF PROPOSED SITE ELEMENTS. EXCAVATION REQUIRED PROXIMATE TO UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO ADHERE TO THESE GUIDELINES SHALL BE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR SHALL ESTABLISH PERMANENT BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE LOCATED SO THAT THEY WILL NOT BE DISTURBED DURING CONSTRUCTION. 5. LIMITS OF DISTURBANCE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE THE LIMITS OF DISTURBANCE. ANY AREAS OUTSIDE THE LIMITS OF DISTURBANCE THAT ARE DISTURBED SHALL BE RESTORED TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. IF NO LIMITS OF DISTURBANCE IS SHOWN, PROPERTY LINE SHALL BE THE LIMITS OF DISTURBANCE. 6. CONTRACTOR SHALL EMPLOY CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMITS OF DISTURBANCE. 7. VARIOUS PERMITS ARE REQUIRED FOR THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE Approved under the authority IN PLACE PRIOR TO CONSTRUCTION. ofaresoi ion dopted 8. ALL ALTERATIONS TO THESE DRAWINGS MADE !N THE FIELD Z by the (da ) DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR PianningBoardof ecity ofSaratoga Springs. ON "AS -BUILT DRAWINGS," AS SPECIFIED. 9. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING z z o L INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. (da'eI igrmd) ADJACENT PROPERTY OWNERS WITHIN 300 FT plot EASTING NORTHING MUNI PROP _ADDR DEED -BOOK DEED -PAGE ROLL -YEAR OWNER MAIL _1ADDR MAIL_2ADC MAIL _CITY MAIL_ST. MAIL ZIP 154.-1-47.12 696567 1555021 Wilton LOUDEN RD 2020 37165 2024 NEWMAN, WADE D 20 Reservation Ave Saratoga Springs NY 12866 154.-1-47.22 697148 1555257 Wilton 396 LOUDEN RD 2015 13719 2024 AIM SERVICES INC 4227 NYS Route 50 Saratoga Springs NY 12866 154.-1-48 697118 1556380 Wilton LOUDEN RD 431 317 2024 COUNTY OF SARATOGA 40 McMaster St Ballston Spa NY 12020 153.-3-86.12 696005 1555217 Wilton 3067 ROUTE 50 1539 81 2024 LBW SARATOGA LLC 345 Park Ave 8th Floor New York NY 10154 153.-3-86.111 695265 1556631 Wilton 3065 ROUTE 50 1534 222 2024 WILTON MALL LLC PO Box4085 Santa Monica CA 90411 154.-1-47.11 696404 1554973 Wilton LOUDEN RD 2020 37165 2024 DOKPA, NIMA 406 Louden Rd Saratoga Springs NY 12866 154.-2-30 697032 1554305 Saratoga Springs 23 BOG MEADOW RUN 2020 35852 2024 STEVENS, ROY J 23 Bog Meadow Run Saratoga Springs NY 12866 154.-2-31 697026 1554100 Saratoga Springs 21 BOG MEADOW RUN 1487 77 2024 ZINTER, GREGORY T 21 Bog Meadow Run Saratoga Springs NY 12866 154.-2-40 697063 1554558 Saratoga Springs 3 BOG MEADOW RUN 2022 37809 2024 CAR ROLL, MILDA M 3 Bog Meadow Run Saratoga Springs NY 12866 154.-2-41.4 696487 1554615 Saratoga Springs 404 LOUDEN RD 2024 10645 2024 NEWMAN, WADE D 20 Reservation Ave Saratoga Springs NY 12866 154.-2-9 696759 1554756 Saratoga Springs 36 BOG MEADOW RUN 2019 19874 2024 MATHEWS, WILLIAM 36 Bog Meadow Run Saratoga Springs NY 12866 154.-2-10 697155 1554981 Saratoga Springs 4 BOG MEADOW RUN 1389 358 2024 FARCHIONE, LEONARD 4 Bog Meadow Run Saratoga Springs NY 12866 153.-1-10.1 696004 1554796 Saratoga Springs LOUDEN RD 1523 498 2024 STONE, TARA 15 Summerfield Lane Saratoga Springs NY 12866 153.-1-11.1 695557 1553694 Saratoga Springs WEIBEL AVE REAR 2016 18768 2024 STONE, TARA 15 Summerfield Lane Saratoga Springs NY 12866 154.-2-99.4 696696 1554974 Saratoga Springs BOG MEADOW RUN 1433 418 2024 CITY OF SARATOGA SPRINGS 474 Broadway Saratoga Springs NY 12866 154.-2-41.2 696541 1554127 Saratoga Springs BOG MEADOW RUN 2020 37165 2024 NEWMAN, WADE D 20 Reservation Ave Saratoga Springs NY 12866 154.-2-41.3 696511 1554289 Saratoga Springs BOG MEADOW RUN 2020 37165 2024 NEWMAN, WADE D 20 Reservation Ave Saratoga Springs NY 12866 154.-2-41.5 696353 1554848 Saratoga Springs 406 LOUDEN RD 2021 32015 2024 DOKPA, NIMA 406 Loudon Rd Saratoga Springs NY 12866 • stud io:,- LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 APPROVAL S1 T DOCUMENTS 11/22/2024 MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA COUNTY, NY. MAP CREATED BY CORNER POST LAND SURVEYING, PLLC AND DATED JANUARY 31, 2023. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 10/10/23 1 SPECIAL USE APPLICATION 11/08/24 SUBMISSION FOR SITE PLAN REVIEW 11/22/24 SEWER REV. I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR THE UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS (UUCSS) PROJECT UUCSS NEW CHURCH CAMPUS DRAWING TITLE COVER SHEET PROJECT NO. 23034 DATE: I DRAWING NO. II/22/2024 DWG I OF 10 C-0. 00 SITE PREPARATION & DEMOLITION NOTES: 2 3 4. 5 0 7. 8. 9. 10 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE CONDITIONS PRIOR TO THE START OF WORK. COORDINATE ALL UTILITY REQUIREMENTS AND WORK WITH THE APPROPRIATE UTILITY PROVIDER. NOTIFY OWNER'S REPRESENTATIVE OF ANY AND ALL DISCREPANCIES. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED. MATERIALS THAT ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE OWNER, SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR IN A TIMELY FASHION SO AS NOT TO DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS. CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN HAZARDOUS MATERIALS OR SUBSTANCES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE COMPLETION OF SPECIFIED WORK. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN THE LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND WHICH ARE OUTSIDE THE LIMIT OF WORK. CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY MEASURES AND PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN, PEDESTRIANS, LOCAL TRAFFIC AND ROADWAYS, ADJACENT PROPERTIES, AND ETC. FOR DURATION OF PROJECT AND UNTIL PROJECT COMPLETION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR RESTORATION REQUIRED AS A RESULT OF DEFICIENT PROTECTION MEASURES. THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ORIGINATING FROM THE JOB SITE SHALL BE CLEANED DAILY BY THE CONTRACTOR ONLY. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL PERMITS THAT MAY BE REQUIRED FROM ALL JURISDICTIONS AFFECTED BY THIS WORK. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED. EROSION & SEDIMENT CONTROL NOTES: I. ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC AND NYC DEP REQUIREMENTS. ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED WITH EITHER PERMANENT SEED AND MULCH IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY SEEDED AND MULCHED IF IT WILL BE MORE THAN 14 DAYS BEFORE ADDITIONAL SOIL DISTURBANCE WILL OCCUR. EXPOSED SOIL SHALL RECEIVE TEMPORARY OR PERMANENT SEED AND MULCH WITHIN 14 DAYS OF DISTURBANCE. 2. THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING, EXCAVATION, BORROW, AND EMBANKMENT OPERATIONS IN PROGRESS, COMMENSURATE WITH THEIR CAPABILITY AND PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING, SEEDING AND OTHER TEMPORARY AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS. 3. THE CONTRACTOR SHALL DESIGNATE TO THE OWNER'S REPRESENTATIVE A QUALIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WITH ADEQUATE TRAINING, EXPERIENCE, AND AUTHORITY TO IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER THE NYS DEC REQUIREMENTS 4. CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. GRASSES SHALL BE ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH EXCELSIOR MATTING) WILL BE USED UNTIL SUCH A TIME AS GRASS CAN BE ESTABLISHED. 5. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY SITE DISTURBANCE. THIS INCLUDES GRADING OPERATIONS, UTILITY OR STRUCTURE INSTALL. 6. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYS DEC REQUIREMENTS. 7. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED. 8. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. 9. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 10. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER EVERY STORM EVENT. 11. THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE DURATION OF THE PROJECT IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL WATER COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS ORIGINATING FROM ANY WORK DONE ON, OR IN SUPPORT OF THIS PROJECT. 12. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF WATERBODIES BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPDXY COATINGS, CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION AND CONSTRUCTION PROCEDURES. MAINTENANCE NOTES I. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS POSSIBLE IN AREAS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE IN GOOD WORKABLE CONDITION. 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRICTION DEBRIS, WHICH MUST BE DISPOSED OF LEGALLY. 4. ANY STOCKPILES OF FILL, EXCAVATED MATERIAL OR TOPSOIL SHALL BE CONTAINED BY SILT FENCE AND/OR COVERED TO PREVENT EROSION. UTILITY REMOVAL NOTES I. ALL POTABLE WELL DECOMMISSIONING ACTIONS SHALL BE PERFORMED BY A NEW YORK STATE REGISTERED WELL DRILLER AND SHALL COMPLY WITH THE REQUIREMENTS DESCRIBED IN THE NEW YORK STATE DEPARTMENT OF HEALTH INDIVIDUAL WATER SUPPLY WELLS -FACT SHEET #4 AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER SUPPLY WELL DECOMMISSIONING RECOMMENDATIONS, DIVISION OF WATER. LAYOUT NOTES: I. VERIFY LOCATION OF ROADS AFFECTING SCOPE OF WORK. 2. VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES, CONDUIT AND PIPING, DRAINAGE STRUCTURES AND OTHER UTILITIES WITH THE APPROPRIATE ENGINEERING DRAWINGS. NOTIFY ENGINEER OF ANY CONFLICTS WITH ENGINEER SCOPE. 3. TAKE ALL DIMENSIONS FROM FACE OF BUILDING TO CENTERLINE OF DRIVE OR TREES UNLESS OTHERWISE NOTED. 4. ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING TO BE PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 5. REFERENCE TO NORTH REFERS TO PLAN NORTH, REFERENCE TO SCALE IS FOR FULL-SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. EARTHWORK NOTES: I. BEFORE ANY LAND CLEARING IS COMMENCED, THE CONTRACTOR SHALL ARRANGE A MEETING ON SITE WITH THE OWNER'S REPRESENTATIVE TO IDENTIFY WHICH TREES ARE TO BE PROTECTED OR REMOVED. NO CLEARING SHALL OCCUR WITHOUT A CLEAR UNDERSTANDING OF THE EXISTING CONDITIONS TO BE PRESERVED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD. THE PLACEMENT OF PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL, HOWEVER, BE AT THE CONTRACTORS DISCRETION. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE KEPT. CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE KEPT. 3. ALL TEMPORARY EROSION AND SEDIMENT (E&S) CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH DISTURBANCE. E&S CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED TO ENSURE SATISFACTORY PERFORMANCE. ANY DAMAGE OCCURRING DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. ASSOCIATED FINES RESULTING FROM SUCH DAMAGE SHALL ALSO BE PAID BY THE CONTRACTOR. 4. ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE LICENSED SURVEYOR. 5. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN A MAXIMUM OF 12" COMPACTED LIFTS. 6. ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH SLOPE STABILIZATION MATS. LOCATIONS AND METHODS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. 7. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH (i") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK. 8. 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 THE OWNER. 9. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADE, PROVIDING VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES. 10. DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES, CONTRACTOR IS TO PROVIDE TEMPORARY FACILITIES UNTIL PERMANENT WORK IS COMPLETED AT NO COST TO THE OWNER. II. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE TO PREVENT PONDING. FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES. 12. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND SO THAT NO DAMAGE OCCURS TO EXISTING ROOT SYSTEM. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND AT NO ADDITIONAL EXPENSE TO THE OWNER. 3. EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF ± 1". 14. SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIED PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL. 15. EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION 203. MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE 12 INCH AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR COMPACTION TEST PER ASTM D698. 16. MATERIAL STOCKPILES, IF REQUIRED, SHALL BE LOCATED WHOLLY WITHIN THE WORK AREA. ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF ALL STOCKPILES AS DIRECTED IN THE FIELD BY THE ENGINEER. 17. ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND STABILITY OF ALL EXCAVATION SLOPES, SHEETING, SHORING, TRENCH BOXES, AND ANY OTHER MEANS REQUIRED FOR A SAFE WORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND OTHER STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING REGULATORY AGENCIES: -- SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF LABOR INDUSTRIAL CODE RULE 23. -- SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR OSHA REGULATIONS FOR CONSTRUCTION. -- ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS OR LAWS PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE. -- THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY. THESE PROVISIONS SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE WORKING CONDITIONS. 18. CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2. 19. ALL SILT FENCES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF EXISTING SITE FINISHES AND SHALL REMAIN IN PLACE UNTIL A STABLE GROWTH OF TURF IS ESTABLISHED. 20. ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE COVERED WITH 3" OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF. PLANTING NOTES: I. ALL PLANT BEDS TO BE MULCHED WITH 3" DEEP SHREDDED CEDAR -NATURAL COLOR, UNLESS OTHERWISE NOTED ON THE PLANS. 2. PRIOR TO PLANTING, CONTRACTOR SHALL LOCATE, VERIFY, AND REPORT ANY CONFLICTS WITH EXISTING UTILITY LINES TO THE LANDSCAPE ARCHITECT. 3. 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. AND SHALL BE OF SPECIMEN QUALITY UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. 4. WRITTEN APPROVAL IS REQUIRED FROM LANDSCAPE ARCHITECT OF ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL. CHANGED PLANTS SHALL BE EQUIVALENT FORM, HEIGHT, FLOWER, COLOR, LEAF, SIZE, BRANCHING, CULTURE AND FRUIT. 5. PRIOR TO COMMENCEMENT OF PLANTING, STAKE LOCATION OF ALL PLANTINGS FOR APPROVAL BY LANDSCAPE ARCHITECT. 6. SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO WHEN THEY CAN BE INSTALLED. PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT AT DELIVERY. 7. MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF PLANT MATERIALS UNTIL FINAL ACCEPTANCE. 8. TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. TREES SHALL BE P-ANTED 3" HIGHER THAN PREVIOUS GRADE. SHRUBS AND GROUND COVER SHALL BE PLANTED AS THE SAME RELATIONSHIP TO GRADE AS PREVIOUS GRADE. 9. PLANT MATERIAL QUANTITIES TO BE PROVIDED BY CONTRACTOR AS SHOWN ON DRAWINGS. 10. UNLESS NOTED ON 'LANT LIST, PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN. STORMWATER MANAGEMENT SYSTEM CONSTRUCTION NOTES I. BIORETENTION OUTLET STRUCTURE OUTLET STORM PIPE SHALL BE HIGH -DENSITY POLYETHYLENE DUAL WALLED CORRUGATED PIPE WITH SMOOTH INTERIOR CONFORMING TO ASTM F2648. PIPE SHALL BE JOINED USING BELL AND SPIGOT JOINT CONFORMING TO ASTM F2648. JOINTS SHALL CONFORM TO ASTM D3212. GASKETS SHALL CONFORM TO ASTM F477. FITTINGS SHALL CONFORM TO ASTM F2306. WASTEWATER TREATMENT SYSTEM NOTES: I. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT CONFORMANCE WIT-; THE SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS, ALL NYSDEC AND SARATOGA COUNTY REQUIREMENTS. 2. ALL PLUMBING FIXTJRES SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS FOR NEW STANDARD FIXTURES PER NYSDOH STANDARDS, APPENDIX 75-A, TABLE I. 3. ALL ELECTRICAL HIRING SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRC CODE AND STATE AND LOCAL REQUIREMENTS. ALL CONDUIT BELOW TRADE SHALL BE SCHEDULE 40 PVC CONDUIT WITH APPROPRIATE FITTI'�GS. 4. ALL GRAVITY SEWER PIPE SHALL BE SDR 26 PVC PIPE WITH GASKETED JOINTS AND FITTINGS. INSTALL SEWER PIPING TO THE INVERTS INDICATED AT A UNIFORM SLOPE BE-WEEN DESIGNATED ELEVATIONS WITH NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL GRAVITY SEWER PIPING SHALL BE 1/4"/FT (2%) UNLESS OTHERWISE INDICATED. 5. GRINDER PUMP STATION SHALL BE ENVIRONMENT ONE CORPORATION MODEL, AS INDICATED ON THESE PLANS. GRINDER PUMP STATION DISCHARGE LINE SHALL BE CONNECTED TO A SEWER FORCE MAIN VIA A LATERAL CONNECTION. THE PUMP STATION SHALL BE PROPERLY VENTED PER MANUFACTURES RECOMMENDATIONS. 6. FORCE MAIN PIPING SHALL BE 2"0 SDR II HDPE PIPE, MIN. PRESSURE RATING OF 160 PSI WITH STA'NLESS STEEL OR BRASS FITTINGS. SEWER FORCE MAIN SHALL BE INSTAL-ED TO DRAIN BACK TO THE PUMP STATION, WHERE POSSIBLE, WITHOUT SAGS OR HUMPS. Approved under the authority of are olu ion adopted Z by the (d e) Planning Board of a City of Sa'atc Springs. • studloAl LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA COUNTY, NY. MAP CREATED BY CORNER POST LAND SURVEYING, PLLC AND DATED JANUARY 31, 2023. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE DESCRIPTION 10/10/23 SPECIAL USE APPLICATION 11/08/24 SUBMISSION FOR SITE PLAN REVIEW 11/22/24 SEWER REV. I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. W PREPARED FOR THE UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS (UUCSS) PROJECT UUCSS NEW CHURCH CAMPUS DRAWING TITLE MASTER NOTES PROJECT NO. 23034 DATE: DRAWING NO. 11/22/2024 C_O. 10 DWG 2 OF 10 -_ _ s - -- - i------- 2'W PRECAST CONC. RETAINING WALL s IZD END CONCRETE CURB C-5.10 2'W PRECAST CONC. RETAINING WALL 00as ow- - Fm 15. ,01 1 \ o / _ �. i� 1 0 `J> ` 1 � 1 � 1 INFILTRATION BASIN 1 FUTURE PLAY AREA V 17.00' 2'W PRECAST CONC. RETAINING WALL. / � � 1 PR�SED,81G 1 F.FPROPOSEDI 1 1 B,BUILDING 3 Si i i �0 j5� -', Sj 1 ;t 24.0011 I�L 0 (rt II CONTROL JOINT (TYP.) C-5.10 12B / C-5.10 4'W SIDEWALK (TYP.) INFILTRATION II \ BASIN C-5.10 EXPANSION JOINT (TYP.) ' C15BI0 END CONCRETE CURB 7 9.6 NO PARKING SIGN C-5.10 C-5.10 FUTURE FIRE PIT \ I i I FUTURE MAINTENANCE SHED 3 0 I � e 1 � � 1 >{ 4 - CATCH BASIN (2) 9'W X 18'L ADA ACCESSIBLE PARKING SPACES W/ +9 ' o o p PERMANENTLY GROUND MOUNTED SIGN (TYP.) C-5.10 1 D In� `•` � I =�,.� ADA COMPLIANT SIDEWALK RAMP PAVED i I DRIVE I G') i \ 8S �� Nb � ENTRANCE SIGN (5, \ TO BE SUBMITTED TO •� R318, ♦ I BOLLARD 'L_ THE TOWN OF MILTON ` \\5� `s 9• 5, ♦ C-I.10 LIGHT (TYP) FOR APPROVAL ` 0 �1.001 ♦ �e�� 4 i PARKING ARROW (TYP.) T,,�� R52 88 r R2 \ � ♦ C-5. I I '1/o _ ' TOW� V N ^o sow L 46. O ' / ,, _ ! I N 1 _ Jy now PAINTED CONCRETE WALK C15B0 \ o ! � � o \� 15 `36-0 ISLAND �e ° LLB INFILTRATION �� rn 1 RECE�SED I2C BASIN � -� URB (TYP.) EDGE \ -o /8 CROSSWALK A��' ry 0 \ VIVI�� T.A Sp, STRIPING "' � 0 2 °�W�DO +9 0 0 5� o R ',�-NOT ENT R SIGN C 5.10 9'xl8' PARKING STALL (TYP.) - o o STOP SIGN +9 ROAD & DRIVEWAY \1 LLO M C-5.10 00 \ CONCRETE WALK C-5.10 R\2F� -' ON 16 O\ re,\A 00 O O J 00 J Qf -I O - crqy C 0.50' p� Lri a` .7 19.0pr �o 0 J - J � �' L 13.1' O •� O o > O bQ ® IGIN 9 24.00, Cn 1711) q Lo o R20 0 - 0, CROSSWALK 8 DRIVE ASILE ��, STRIPING C-5.10 ❑ . •o N O CONCRETE WALK C15B10 \ 9 s r 6 p oD o � 5 CA cn o r ^ `x/ < v S 90 •o LID d), FUTURE _' PAVILION ❑ El 6' WIDE GRADED LAWN PATH TO BOG MEADOW ROAD cn BVA11B/13VA12B SERIES LUMINIS. Bellevue BOLLARD TYPE: 717 QUANTITY: 11 PROJECT: UUCSS NEW CHURCH CAMPUS CATALOG BVA 12B TYPE 3 K - �. 120-27N -IF--- -- NUMBER -,I BLK MODEL LED LIGHT CCT VOLTAGE FINISH OPTION OPTION OPTION SELECTION 1- Front cover constructed of corrosion resistant aluminum. 2- 4.5" (114mm) x 6" (152mm) Extruded aluminum optical _....._ 1 chamber. _ 2 3- Available in configurations of 9 LEDs or 18 LEDs 4- Clear tempered glass. 4 5- 4.5" (114mm) x 6' (152mmJ 6063-T6 aluminum pole. 0.125" wall thickness. All stainless steel hardware. .......... ..............5 MATERIALS Bellevue bollard Is made of 6063-T6 extruded aluminum alloy. LED board is assembled on a thick extruded aluminum profile and protected by a clear tempered glass. The acrylic optics provide a wide range of ES type distribution. The driver is mounted inside the fixture which is accessible from the back of the fixture head for ease of maintenance. ELECTRICAL DRIVER Standard driver is 120-277V multi -volt compatibility (50-60Hz), 0-10V dimming -ready (dims to 10%). Optional 347/48OV, operating temperatures of-40°C/-40°F to 55°C/131'F, output over voltage protection. output over current protection, output short circuit protection with auto -recovery. LED Type I, 11, III, IV light distribution via high performance optical lenses Offered in 2700K, 3000K, 3500K, 4000K / 80 CRL Optional true amber LED for turtle sensitive areas. Wavelengths: 584.5nm to 597nm. LIFETIME 60,000hrs L70B50 (based on LM-80 report for lumen maintenance). FINISH Polyester powder coating is applied through an electrostatic process.. and oven cured for long term finish. CERTIFICATION Certified and Approved as per CSA C22.2 No, 250.0 standard and ANSI/UL 1598 standard, for wet location. Rated IP65. Rated IK10. Photometric testing performed by an independent laboratory in accordance with IES LM-79-08 standards at 25GC. Lumen depreciation in accordance with IESNA LM80 standards. MOUNTING Maximum weight: 25 Its (11.3 kg) Bellevue is designed for ease of access and installation. The head is secured on a mounting bracket that is accessible from the inside The base plate is secured with a set of (4) 3/8"-16 x 10" Ig. galvanized hook anchor bolts. LUMINIS BVA11B BVA12B IF (267mm) I 14 I� (35611nm) � 6" I 6" (152-) (152ni 4.5.. L s., J (114mm) (203ri 1114ri as^ r 4 45.. (114mm) i 4P° 0016mm) 42' goamm) I i L 1 i ,. 't- 4s- (114mm 43 (114mm) _ LUMINIS.COM } BOLLARD LIGHT DETAIL Safi gooSa' .i BVAIIB/BVAI2B SERIES Bellevue OPTIONS PHOTOCELL GROUND FAULT CIRCUIT INTERRUPTION' C PH Thermal button photocell mounted on top casted housing (as shown on ElGFI Ground fault circuit interruption flush receptacle. Access door image). Instant turn -on, standard 5-10 second turn-off time delay. secured with torx screws. FUSE SAFETY ENVIRONMENT El Fuse ❑ MG Marine grade paint 11 NT Natatorium (only available in W HT and BKT) SURGE PROTECTOR ❑ SP IOkV surge protector - ---i I NOTES 1- If no v It g spec f d luminaires are factory prewired by default for 120V FAUX WOOD COLORS' For oth volpl sespecify ith catalog log number or consult factory. El ADG American douglas ❑ MPL Maple 2- Marire grade paint f r harsh, coastal env ronment and exposure to salt water ❑ BRC Birch ❑ OFL Oak Longer lead time may apply please contact factory for into. ❑ CHIN Chestnut ❑ RSW Rosewood 3- GFI option are installed 27" above grade. GFI flush -sr 120V required CRV Cherry ElTEK Teak for GFI ElKNP Knotty pine ElWLN Walnut 4- Faux wood f - h not applied to the fixture head. 5- For additionalheight, contact factory. Longer lead time may apply, MOUNTING INFORMATION OPTIONS DETAILS MOUNTING INFORMATION Bollard is secured with a It of (4) 3/8"- 16 x 10" Ig. galvanized hook anchor bolts. lli LUMINIS® I PH Button thermal photocontrol mounted on the top of the fixture as shown GFI Ground fault circuit interruption flush receptacle LUMINIS LUMINIS.COM i ) SCALE: N.T.S. stud*ioA LANDSCAPE ARCHITECTURE ( ENGINEERING I PLANNING TRUST 74 Warren Street, Suite 1 Saratoga Springs, NY12866 518.450.4030 LEGEND PROPERTY LINE PROPOSED ASPHALT DRIVE PROPOSED CONCRETE WALKWAY Z O 2 GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FEET ON 24" X 56" SHEET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA COUNTY, NY. MAP CREATED BY CORNER POST LAND SURVEYING, PLLC AND DATED JANUARY 31, 2023. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL zy PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO O BE REMOVED IN THIS PLAN SET. REVISIONS DATE DESCRIPTION 10/10/23 SPECIAL USE APPLICATION 11/08/24 SUBMISSION FOR SITE PLAN REVIEW 11/22/24 SEWER REV. I Approved under the authority of a re olu ' n dopted by the da ) Planning Bo o eeCity of Sara" Springs. 1''l zo h- IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR THE UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS (UUCSS) PROJECT UUCSS NEW CHURCH CAMPUS DRAWING TITLE LAYOUT AND MATERIALS PLAN PROJECT NO. 23034 DATE: DRAWING NO. 11/22/2024 C _ I . 10 DWG 5 OF 10 I 30" X 30" PRECAST CONC. 3 \ 0AD \ \ ` } CATCH BASIN #1 1 _ - -- \ CATCH BASIN RIM EL. 291.75' C-5.12 m � � � _ __ � _---_--- �� ' NE INLET INV. 289.25 \ \ �7 o -- E INLET INV. 289.25 iIM �' OUTLET INV. EL. 288.50' _ 1.5'W INFILTRATION BASIN W/ \ - X I'D PEA GRAVEL DIAPHRAM r T/BERM EL. 287.0' PAVED B/BASIN EL. 283.0' DH152 GRINDER PUMP STATION, I t y AS MANUFACTURED BY00 �DRIVE t � ENVIRONMENTAL RESOURCE ONE. C-5.11 LIGHT � T # 4 FT DEEP L S 30" X 30" PRECAST CONC. CRUSHED STONE 3 +Tw 296.0 0 CATCH BASIN #4 } SUMP 17' x 12' 2 +BW 293.7 y RIM EL. 295.0' 296 ®-� ` = ` OUTLET INV. EL. 292.5' 36- -- - 30" X 30" PRECAST CONC. l �,, \` ry 1 3 i ® i o o OUTLET DEVICE #I 1 3 RIM EL. 294.5' C-5.12 , -_7`} 1 OUTLET INV. EL. 292.0' I `� ' y ` +TW 296.0 1 +BW 288.9 1 _ \ CURB BOX - /" 1 ► = INFILTRATION BASIN W/ 1.51W # 1 PROPOSED BLDG 10 FT. r'9 + 5.8 X I'D PEA GRAVEL DIAPHRAM I t 1 / F.F. EL. 297.3 MlN 6 +Bc 295.3 T/BERM EL.295.0' I I/4"0 HDPE SEWER 6 I ♦ ♦ CONNECT FORCE MAIN INTO MUNICIPAL 1 B/BASIN EL. 292.0' 1 BS. I T Pl _ 287,5 FORCE MAIN C-5.12 C-5.12 1 \ SYSTEM. CONTRACTOR TO COORDINATE m i' 4 FT DEEP CRUSHED � ago WITH SARATOGA COUNTY FOR CONNECTION. �'� 1 1 STONE SUMP 10' x 9.5' dow ` ` FORCE MAIN INSTALLATION WITHIN THE R.O.W. SHALL BE HORIZONTALLY DIRECTIONAL DRILLED 4"0 SOLVENT WELDED SDR 296 ! ... 26 PVC SEWER LINE W/ � , �" �- C-5.11 CLEANOUT 5FT. FROM BLDG 1 (�� V- �■ 1 +296.2 t - O� LJ G CURB BOX +296.5 11 Ij 2`) b 7, .. N J 00 r3 F 1 1 M- 1 o EXISTING CULVERT TO REMAIN s 1 i ��AA - W r 1 1 W / \ \ FM FM ' FM 0 1 1 +TC 295.7 'n �� ! FM \ \ ` l � Z 1 ��- "- 2 � +BC 295.E \ \ \ ��0FM mo - Ce� f� TW 292.0+ 4 \ \ � --A BW 287.9+ +TC 295.7 \ ` i S GJ \\} h t ._ ` ` l o +BC 295.2 `\ v -o 30" X 30" PRECAST 3 � � _� 1 r' rn 28a CATCH BASIN #2 RIM EL. 295.0' OUTLET INV. EL. 292.0'00 #1 294 6 ` MAINTAIN MIN.18" OF 2 .5 \ `� �. VERTICAL SEPARATION G, �24 BETWEEN STORM WATER & WATER LINES 30" X 30" PRECAST CONC. \ 3 OUTLET DEVICE #4 9 C-5.12 RIM EL. 287.0; oho \ TE L OUTLET INV. EL. 285.6 90 c'g� s \ Q +BC 296.3 +TC 296.5 _ \ \ dow - �. \�/ O � � � II ego � -� \ \ �cp dam don \ . a 292 dow doom o -� a,/ � ,� y �PRCDOSED POTABLE WATER WELL _ago dwo C-5.11 PROPOSED MONITORING WELL saw - 4 FT DEEP CRUSHED STONE -� aim r \ I z"O TYPE "K" COPPER , , - - PAVED w SUMP 7' x 10' � � o SERVICE LATERAL i 1 z _ �►3p° X 30" PRECAST j o / l AD CATC-i BASIN #3 Idow Glop 1 A \ _ _ do* RIM F. 289L. 293 .25 ON I NLE- INV woo<< OUT-`T INV. EL. 289.0' dam N \ / O N INFILTRATION BASIN W/ 1.5'W C-5.12 X I'D PEA GRAVEL DIAPHRAM T/BERM EL. 288.0' B/BASIN EL. 285.0' z U- F- N Q Approved under the authority Of a res luti n adopted 7 by the N date a / Planning Board f th City of Saratoga Springs. <� a , N zoo a � an �- N V N O 0 N {date igne 0 N i U - N mew �oQ Ow z W � Q J d (n stud*ioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST 74 Warren Street, Suite 1 Saratoga Springs, NY12866 518.450.4030 LEGEND PROPERTY LINE -- - EXISTING MAJOR CONTOURS - - EXISTING MINOR CONTOURS 860 PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS 862 + 396.5 PROPOSED SPOT GRADES z O :Z7 GRAPHIC SCALE 20 0 10 20 40 INCH = 20 FEET ON 24" X 56" SHEET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA COUNTY, NY. MAP CREATED BY CORNER POST LAND SURVEYING, PLLC AND DATED JANUARY 31, 2023. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALI PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 10/10/23 SPECIAL USE APPLICATION 11/08/24 SUBMISSION FOR SITE PLAN REVIEW 11/22/24 SEWER REV. I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY'. Y FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR THE UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS (UUCSS) PROJECT UUCSS NEW CHURCH CAMPUS DRAWING TITLE GRADING, DRAINAGE & UTILITIES PLAN PROJECT NO. 23034 DATE: DRAWING NO. 11/22/2024 C_2. 10 DWG 6 OF 10 EVERGREEN TREE PLANTING } m z 0 U) W 0 SD - 36 f l CS - 36 ERNST RAIN GARDEN MIX - + +� +y + AS 3 L� + ++� I AVER + + + +I \— ERNST RAIN GARDEN MIX SD-20 CS - 20 ATTACH a" GALV. STEEL CABLE NOTES: TO STAKE. NOTCH STAKE TO I. TREES SHALL BEAR SAME RECEIVE CABLE. ENCASE WIRE RELATIONSHIP TO FINISH GRADE AROUND TRUNK TO REINFORCE AS IN THE NURSERY. RUBBER HOSE ABOVE FIRST 2. THIN BRANCHES & FOLIAGE AS BRANCH. SECURE ALL ENDS OF DIRECTED WHILE RETAINING CABLE WITH GALV. CLAMPS. NORMAL SHAPE OF TREE. NEVER 4" GALV. TURNBUCKLE EA. CABLE CUT A LEADER 3. TREES SHALL BE PLUMB & 3"0 X 8' CEDAR STAKES, 3 PER STRAIGHT. TREE. STAKES TO BE SAME HEIGHT, DRIVEN IN ON A SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. WRAP ALL DECIDUOUS TRUNKS NEATLY TO A HEIGHT OF THE SECOND LOWEST BRANCH ( FALL PLANTING ONLY) 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TREE TRUNK AMENDED PLANTING MIX, COMPCTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURL4P. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING DETAIL SCALE: N.T.S. SEEDED AREA F.G. + + + + C+ + + + + + + DECIDUOUS TREE \ PLANTING + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ I+ +� - + + + + + + + + + + PS-3 + + + + + + + + + + + + + + + + + + + + SEEDED AREAL + + + + + + + + + + + CP-19 + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + PS-15 ! + + + + + + + + + + + + + + + + + + + + + + + + + + +\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++ +++++++++++++++/ + + + + + + + + + + . + + + + + + + ..... + + + + + +�� '+ + + 4 PERENNIAL PLANTING + + + +� CP-22 + AS -I GP-22 _ - G P-22 NOTES: I. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. 2. NEVER CUT A LEADER 3. TREES SHALL BE PLUMB & STRAIGHT. INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH GALV. STEEL CABLES @ jS HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ GALV. CLAMPS. 4" GALV. TRUNBUCKLE EA. CABLE 3"0 X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25' ANBLE; STAKES TO BE OUTSIDE OF TREE PIT. 3" HT. PLANTING MIX SAUCER 3" DEPTH SHREDDED CEDAR MULCH (NATURAL COLOR); PULL MULCH AWAY FROM TREE TRUNK AMENDED PLANTING MIX, COMPCTED 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 EVERGREEN TREE PLANTING DETAIL SCALE: N.T.S. Approved under the authority of a re oluti n dopted by the (date Planning Board Af tho City of Saratoga Springs. d hair (date ioned RIM - "3 CUT AND REMOVE BURLAP r " FROM TOP ONE THIRD OF SHRUB BALL `�'•' MULCH BED - PLACE 3" SHREDDED HARDWOOD BARK MULCH AROUND ALL u SHRUBS �O 0 3" MULCH OVER 3" LIP OF TOPSOIL c o TO FORM SAUCER II I 50% ORGANIC SOIL, 50% EXISTING SOIL MIX MIN,.: o DIG HOLE 2X DIAMETER OF B7B ROOT BALL OR CONTAINER r SCARIFY COMPACTED SUB -SOIL TO A DEPTH OF 4" gPPIIR PI ANITIN(, SCALE: N.T.S. stud*ioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST 0 74 Warren Street, Suite 1 Saratoga Springs, NY12866 518.450.4030 LEGEND PROPERTY LINE EXISTING TREE TO REMAIN lv EXISTING TREE LINE 00 b PROPOSED SHRUBS/ GROUNDCOVER PROPOSED TREES /��PROPOSED INFILTRATION BASIN PROPOSED TURF GRASS AREA PERENNIALS - SEE SHEET C - 3.10 FOR TYPE AND LOCATION OF PLANTING z O 2" RIVER ROCK #2 OR #3 STONE MULCH AROUND PERENNIALS AND GRASS SPRIGS CH -III III -III -III -III -I I SUBSOIL �I�II�IIIII�II�II,II�II�II�II�II�II III GRAPHICSCALE 20 o o 40 12" PLANTING SOIL MIX IN ALL PERENNIAL BEDS PLACED IN 6" LIFTS (TYP.) �w� SHOVEL CUT AT I INCH = 20 FEET EDGE OF ON 24" X 56" SHEET PLANTING BED MAP INFORMATION: PERENNIAL & GRASS PLANTING DETAIL BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA SCALE: N.T.S. COUNTY, NY. MAP CREATED BY CORNER POST LAND SURVEYING, PLLC AND DATED JANUARY 31, 2023. DIG SAFE NOTE: SEEDED LAWN. SEED MIX AS THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO SPECIFIED. STABILIZE ALL BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT SLOPES EQUAL TO OR GREATER "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL THAN 3:1 WITH HYDROSEED PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO APPLICATION OF "FLEXTERRA„ BE REMOVED IN THIS PLAN SET. BONDED FIBER MATRIX, OR REVISIONS EQUAL 6" LOAM TOPSOIL DATE DESCRIPTION _ 10/10/23 SPECIAL USE APPLICATION FREE DRAINING 11/08/24 SUBMISSION FOR SITE PLAN REVIEW _I I FILL SOIL OVER 11/22/24 SEWER REV. I BEDROCK EXISTING BEDROCK SEEDED AREA DETAIL SCALE: N.T.S. PLANTING SCHEDULE KEY QTY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS TREES AS 18 + ACER SACCHARUM 'FALL FIESTA' FALL FIESTA SUGAR MAPLE 2-1/2 - 3" B&B CALIPER GB 5 + GINKGO BILOBA 'AUTUMN GOLD' AUTUMN GOLD GINKGO 2-1/2 - 3 B&B CALIPER JV 7 0 JUNIPERUS VIRGINIANA 'EMERALD EMERALD SENTINEL EASTERN RED 6-8 FT B&B SENTINEL' CEDAR HEIGHT PG 6 + PICEA GLAUCA WHITE SPRUCE 6-8 FT B&B HEIGHT CF 7 CORNUS FLORIDA PINK FLOWERING DOGWOOD 6-8 FT B&B HEIGHT SHRUBS PO 48 PHYSOCARPUS OPULIFOLIUS SUMMER WINE NINEBARK 2 GAL. 36" O.C. 'SUMMER WINE' CONT. CP 60 O COMPTONIA PEREGRINA SWEET FERN I GAL. 24" O.C. CONT. CS 830 CORNUS SORICEA 'CARDINAL' RED TWIG DOGWOOD I GAL. 24" O.C. CONT. SD 84 SALIX DISCOLOR MUHL PUSSY WILLOW I GAL. 24" O.C. CONT. PERENNIALS / GRASSES / SEDGES TE 32 TROLLIUS EUROPAEUS GLOBE FLOWER #5 POT 18-24" O.C. ES 20 � ECHINACEA SOMBRERO ADOBE ORANGE CONEFLOWER #5 POT 181, O.C. ORANGE RO 20 - - ROSA X OSO EASY DOUBLE RED DOUBLE RED ROSE #5 POT 18" O.C. GP 81 GERANIUM 'PATRICIA' CRANESBILL #5 POT 18" O.C. PS 53 0 PHLOX SUBULATA 'PURPLE BEAUTY' PURPLE CREEPING PHLOX #5 POT 181, O.C. 12,400+ SPREAD @ 3-5 LBS WMI + ERNST GRASS SEED MIX ERNMX-114 SEED SF + + PER 1,000 SF ERN 6,534 VIA ERNST RAIN GARDEN SEED MIX ERNMX- 180 SEED SPREAD @ 20 LBS PER ACRE IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR THE UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS (UUCSS) PROJECT UUCSS NEW CHURCH CAMPUS DRAWING TITLE PLANTING PLAN PROJECT NO. 23034 DATE: DRAWING NO. II/22/2024 C _4 . 10 DWG 7 OF 10 } m 0 W U w U } m z < ry 0 } m z w 0 3 z 3 MOUNTABLE BERM EXISTING ___T (OPTIONAL) PAVEMENT EXISTING GROUND GEOTEXTILE FABRIC PROFILE VIEW c I KdIKI FING MENT r STABILIZED CONSTRUCTION ENTRANCE DETAIL 10' MIN 10' MIN. ANCHOR BALES WITH (2) 2"x2"X4' STAKES PER BALE BALES TO BUTT CURB SHALL BE FLUSH WITH PAVEMENT / DETECTABLE TEXTURE WARNING CLEAR SPACE & TURNING SPACE CONCRETE RAMP SLOPED AT 7.5% NOTE: I. STONE SIZE - USE 1" -4" TYPE 3 STONE. 2. LENG`-I - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLEbolo RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPL); . 3. THICKNESS - NOT LESS THAN 6". 4. WIDTI• - 12 FEET MINIMUM, BUT NOT LESS THAN THE FULL WIDTI- WHERE INGRESS AND EGRESS OCCUR. 24 FEET IF SINGLE ENTRANCE TO THE SITE. ADA COMPLIANT SIDWALK RAMP AND CROSSWALK DETAIL 5 GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVER-ED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, 2"x2" WOODEN STAKES PLACEC A MOUNTABLE BERM WITH A 5:1 SLOPE WILL BE 10" O.C. @ 450 ANGLE PERMITTED. 7. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A BLOWN/PLACED FILTER MEDIA. COND'TION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF WAY MUST BE REMOVED IMMEDIATELY. DISTURBED AREA 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A "' AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN \>n APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. SCALE: N.T.S. 6" MIN IMBEDMENT Ig"± (TYPICAL) BINDING WIRE EXISTING GRADE 30 ± STRAW BALE (TYPICAL) 12" MAX 10 MILj°o�g°cg POLYETHYLENE ° ` SHEETING �� _4_ _ _ 12" MIN WOOD STAKE (TYP.) SEASONAL HIGH 0 J `- 6" MIN DEPTH GROUNDWATER AGGREGATE TABLE AGGREGATE ALL AROUND PLAN TYPICAL SECTION CAPACITY: 18" THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL SIZED TO ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7 ALL CONCRETE GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING 12" TRUCKS BLACK LETTERS DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED, SHALL ON WHITE THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO I VERTICAL. WASHOUT HERE BACKGROUND f LOCATION: GALVANIZED "U" LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS, 7'-0" TO CHANNEL POST STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE BOTTOM EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN OF SIGN TO THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS FINISH GRADE DISCHARGED. LINER: 3'-0" MIN SIGN SHALL BE PLACED ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER SOIL IN A PROMINENT LOCATION SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEAR, AND EMBEDMENT AT WASHOUT AREA ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT IF PRE -FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL WASHOUT SIGN BE SITED AS NOTED IN THE LOCATION CRITERIA. MAINTENANCE: • ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP. • ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. • DISPOSE OF THE HARDENED MATERIAL OFF -SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON -SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. • THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. • INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON -DESIGNATED AREAS. CONCRETE WASHOUT AREA DETAIL WOVEN WIRE FENCE (MIN. 14 GAUGE W MAX 6" MESH SPACING) 2" HARDWOOD FENCE POSTS, MIN. 36" LONG, DRIVEN 16" INTC GROUND WOVEN WIRE FENCE - (MIN. 14 z GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH ^' COMPACTED SOIL - O m FLOV� mD nr y = r m ry _D r- - ZO - P- 3 n D o F�� NOTE m PERSPECTIVE VIEW I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X, MARAFI IOOX, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE FENCE. IF THE WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING SILT FENCE DETAIL a` 3 10' MAX. 4 TO SCALE: N.T.S. 36" MIN. FENCE POST JOINTS AS REQ'C EDGE OF ROAD EXISTING CONTOURS. DISTURBED A\ \16'L COMPOST FILTER SOCK. 4;�57 AREA �0 _ UNDISTURBED AREA SECTION VIEW COMPOST FILTER SOCK DETAIL 2"x2" WOODEN STAKES PLACES 10" O.C. @ 450 ANGLE UNDISTURBED COMPOST FILTER AREA SOCK. PLAN VIEW SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR TO EXTEND AROUND DOWNSTREAM PORTION IF STOCKPILE IS ON SLOPE ►ffl I I - NOTES: I. REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS. 2. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 10 DAYS, IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION. 3. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR REPLACE DEFICIENCIES IMMEDIATELY. 4. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE REMOVED ONLY WHEN DIRECTED BY TOWN OR ENGINEER. TOPSOIL STOCKPILE DETAIL 1/8" THICK GALV. STEEL REFLECTIVE SIGN PANEL GALV.STEEL FLANGED CHANNEL SIGN POST. WEIGHT 2 LBS/FT. PUNCHED FULL LENGTH W/ 5/16" SHEAR BOLTS CONNECT BREAKAWAY PLATE TO STUB POST IN GROUND W/4 5/16" SHEAR BOLTS FINISH GRADE, SURFACE MATERIAL MAY VARY. UNDISTURBED SUBGRADE NOTES: I. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 2. ALL SIGNS SHALL BE MIN. Y-0 OFF EDGE OF GRAVEL OR PAVEMENT AOBE. 3. U-CHANNEL POSTS TO BE USED FOR ALL SIGNS WITHIN RIGHT-OF-WAY AND SHALL BE I I DRIVEN INTO GROUND. SIGN POLE INSTALLATION DETAIL -- SCALE: N.T.S. N 0 3 z EMBED FILTER UNDISTURBED CLOTH A MIN. OF o GROUND 8" IN GROUND 4„ 3 Z SECTION VIEW SILT FENCE SLOPE LENGTH/FENCE LENGTH (FT.) SLOPE STANDARD FENCE REINFORCED FENCE SUPER <2% 300 / 1500 NA NA 2%-10% 125 / 1000 250 12000 300 / 2500 10-20% 100 / 750 150 / 1000 200 / 1000 20%-33% 60 / 500 80 / 750 100 / 1000 SCALE: N.I.S. NYSDOT ITEM NO. 688.01 WHITE PREFORMED REFLECTORIZED�PAVE�MENT STRIPE (TYP.) N I' 0, co 3 3 z z ' CONTINUE 24" CLEAR SPACE (TYP.) CROSSWALK PATTERN TO OPPOSITE CURB CROSSWALK STRIPING DETAIL SCALE: N.T.S. 7 SCALE: N.T.S. n M -r I r% K I A l CURB TRANSITION LENGTH (L) SLOPE HEIGHT 1:4 1:12 I: 20 1'-4" 4'-0" 6'-8" 0'-6" 2'-0" 1 6'-0" 0'-10" MIN. SLOPE - 5% MAX. SLOPE - 25% / OPTIONAL I" CURB REVEAL B/CURB, SEE TYPICAL CONC. DROP CURB TRANSITION CURB DETAIL ON DWG C-5.10 SITE SIGN TABLE SIGN NO. DESCRIPTION M.U.T.C.D. NO./SIZE QUANTITY COLORS I RI -I 30"x30" I WHITE LEGEND/BORDER, RED BKGD PARKING GREEN 2 R7-I 12"xl8" 2 LEGEND/BORDER, WHITE BKGD, BLUE INFILL BLACK LEGEND < ONE WAY R6-I(L)/(R) I W/WHITE 3 (36"xl2") ARROW/BORDER, BLACK BKGD DO NOT RED 4 R5-I I LEGEND/BORDER, 36"x36" WHITE BKGD ENTER 5 INFII TRATION BASIN SPEDES PERMIT # MUST BE MAINTAINED IN NA I BLACK TEXT WIT"OSM PLAN DO NOT REMOVE OR ALTER 18"xl2" WHITE BKGD GREEN 6 NO M1982 2 LEGEND/BORDER, PARKING I2"xl8" WHITE BKGD ANYTIME SIGN TABLE DETAIL 10, 0 10, TYPICAL COMMON PARKING SPACE 10, 1 NOTES: I. CURB RAMP SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF ADA STANDARDS SECTION 405. 2. DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON NYSDOT STANDARD SHEET 608-01. 3. CROSSWALK MARKINGS SHALL BE WHITE AND SHALL BE IN ACCORDANCE WITH NYSDOT STANDARD SHEET 685-01. TYPE TYPICAL JOINT DETAIL A 2' TOOLED JOINT W/ 4" RADIUS EDGES AS P ` SHOWN, TYP. EXPANSION I I JOINT SINGLE COMPONENT SILICONE JOINT ° SEALANT COMPATIBLE WITH SUBSTRATE AND a . a OTHER EXPANSION JOINT MATERIALS. ° CLOSED CELL POLYETHYLENE JOINT FILLER ° MATERIAL COMPATIBLE WITH SUBSTRATE AND OTHER EXPANSION JOINT MATERIALS. ,,�� COVER WITH W.R. MEADOWS OR EQUAL SNAP 12" JOINT CAP AND REMOVE AFTER CURING. CONCRETE B CONTROL JOINT 0 2" TYP. TOOLED JOINT W/ L" RADIUS EDGES AS SHOWN, TYP. TOOLED CONSTRUCTION JOINT CONCRETE NOTE: I. LOCATE CONTROL JOINTS AS SPECIFIED ON LAYOUT & MATERIALS PLANS. 2. TOOLED JOINTS SHALL ALSO BE LOCATED AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT. 3. EXPANSION JOINTS TO OCCUR 20' O.C. MAX AND AT ALL CURBS, WALLS AND WHERE SHOWN ON PLANS OR OTHER DETAILS CONCRETE JOINT DETAILS SEE DETAIL 2S5ALE: N.T.S. THIS DWG. 4" WIDE WHITE PAINTED PARKING STRIPES, COMMON SPACES SEE DETAIL 2.1, THIS DWG. ACCESSIBLE ICON (SEE NOTE 3) ACCESS HC COMMON AISLE PARKING PARKING NOTES: I. ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ADA STANDARD AND CURRENT ZONING AND SITE REGULATIONS. 2. PAINTED ACCESSIBLE LOGO TO BE IN ACCORDANCE WITH NEW YORK STATE LAW. 3. SLOPE OF PAVEMENT SURFACE IN HANDICAP PARKING AREA SHALL NOT EXCEED 2% IN ANY DIRECTION. 1 PARKING LOT STRIPING DETAIL SCALE: N.T.S. studloA I LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST I 74 Warren Street, Suite 1 Saratoga Springs, NY12866 518.450.4030 MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA COUNTY, NY. MAP CREATED BY CORNER POST LAND SURVEYING, PLLC AND DATED JANUARY 31, 2023. SCALE:DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALI PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS Approved under the authority DATE DESCRIPTION of a re olu on opted 10/10/23 SPECIAL USE APPLICATION 1 Zi by the 11/08/24 SUBMISSION FOR SITE PLAN REVIEW 11/22/24 SEWER REV. I (dat ) Planning Board f t city of Saratoga Springs. an ate s' ned) TYPE TYPICAL PAVEMENT SECTIONS A 11/2"NYS DOT ITEM 404.0963 TOP COURSE 2 1/2"NYS DOT ITEM 404.1969 BINDER COURSE ASPHALT PAVING 12" NYS DOT ITEM 304.11 TYPE I GRAVEL SUBBASE ROAD AND - I =1 = WOVEN GEOTEXTILE FABRIC, MIRIFI 50OX OR DRIVEWAYS I I=I I =1 I 1=I I I=I I -III APPROVED EQUAL COMPACTED SUBGRADE B - 4000PSICONCRETE PAVEMENT CONCRETE f- 6 X 6 W2.9 X W2.9 WOVEN WIRE MESH WALK NYS DOT ITEM 304-2.03 TYPE 2 GRAVEL SUBBASE COMPACTED TO 95% STANDARD N PROCTOR MIRAFI 140N NON -WOVEN (NON -TRAFFIC AREAS) MIRIFI 50OX WOVEN GEOTEXTILE FABRIC (TRAFFIC AREAS) COMPACTED SUBGRADE TO 90% PROCTOR C SEE LAYOUT PLAN 4000PS1 SLIP FORM OR FOR SURFACE RECESSED PRECAST CONCRETE CURBING CURB FINISH GRADE COMPACTED BACKFILL 16" 95% MODIFIED PROCTOR d 6" I=1��IHII-II1=II�II-III- CRUSHER RUN BASE 11 � I -III -I 11=1 � 1=1 11=1 11=1 I I 11= PROPOSED PAVEMENT COMPACTED SUBGRADE TO 90% STANDARD PROCTOR (SEE DETAIL) D 4000PS1 SLIP FORM OR FACE OF CURB PRECAST CONCRETE CURBING CONCRETE CURB 6" TYP. SEE LAYOUT PLAN FOR SURFACE R=1.5" FINISH GRADE COMPACTED . BACKFILL 95% MODIFIED 16" d PROCTOR 6" BASE IIIIIII�IIIII�II�IIII�III111111111= II CRUSHER RUN PROPOSED PAVEMENT (SEE DETAIL) COMPACTED SUBGRADE TO 90% STANDARD PROCTOR IT IS A VIOLATION OF NEW PORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR THE UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS (UUCSS) PROJECT UUCSS NEW CHURCH CAMPUS DRAWING TITLE CONSTRUCTION DETAILS NOTE: FOR ALL REFERENCES TO NYS DOT, SEE THE NYS DOT 2008 STANDARD SPECIFICATIONS PROJECT NO. PAVEMENT SCHEDULE DATE: SCALE: N.T.S. 11/22/2024 DWG 8 OF 10 23034 DRAWING NO. C-5.10 mww .<Z WET WELL VENT, SEE MANUFACTURER'S REQUIREMENTS. PRE -MANUFACTURED GRINDER PUMP — STATION AS MANUFACTURED BY E-ONE CORP. OR APPROVED EQ. SEE PLANS FOR MODEL SLOPE AWAY FROM STATION BURIED TRACER WIRE/WARNING TAPE, TYP. 1 1/4"0 HDPE — DISCHARGE LINE 1 1/4"0 TO 2"0 — HDPE TRANSITION COUPLING BUILDING OR IIII CONTROL CEN`ER ALARM PANEL n LU 0 4" Q SCH 40 PVC SEWE7Ui . z mPIPE FROM FSLOPE @ 1/4"AFT.OMIN. 2"0 HDPE SEWER LINE TO J MUNICIPAL CONNECTION CONCRETE ANCHOR, �1 SEE NOTE #2- 6" MIN. NO. 2 GRAVEL BED E-ONE GRINDER PUMP DETAIL NOTES: I. PUMP STATIONS S-1ALL BE VENTED IN ACCORD�'�CE WITH MANUFACTURER'S GUIDELINES 2. CONCRETE ANCHOR REQUIRED ONLY IF SEASONAL HIGH GROUNDWATER IS ENCOUNTERED DURING INSTALLATIO`, OF PUMP STATION. NOTIFY THE ENGINEER IMMEDIATELY IF SEASONAL HIGH GROUNDWATER IS OBSERVED. CURB BOX CAP (PROVIDE TWO -HOLE TYPE IN GRASSED OR LANDSCAPE AREAS AND PLUG TYPE IN SIDEWALKS o LUOR PAVED AREAS. TWO -HOLE TYPE CAP SHALL BE SET >- z_ 9/16" BELOW FIN. GRADE AND PLUG TYPE SHALL BE < -� FLUSH W/SURFACE) LL o ~ LU ,,--FINISH GRADE FL T_ LU U) �U) _< o- w OPERATING ROD CURB BOX CURB STOP 12"M2"x4" SOLID 2"0 TYPE "K" COPPER CONC. BRICK SERVICE LATERAL PROVIDE "GOOSENECK" CORPORATION STOP TO BUILDING //---WATER MAIN WATER SERVICE LATERAL DETAIL SCALE: WATERPRC SIGN PRO I tl_ I IUN ARIA" 3"0 X 5' STAKES, 4 PER TREE, TYP. WRAP ORANGE CONSTRUCTION FENCE --►I AROUND STAKES, TYP. I I I L7� ELEVATION VIEW PLAN VIEW ORANGE PROTECTION FENC= AT DRIPLINE OR AS SHOWN ON PLANS, WHICHEVER IS GREr TER BOTTOM OF TREE PROTECTION FENCE TO BE AT OR SLIGHTLY ABOVE GROUND LEVEL, RATHER THAN EMBEDDED NOTES: I. NO SOIL PLACEMENT OVER EXISTING TREE AND SHRUB ROOTS. NO SOIL SHOULD BE ADDED WITHIN PROTECTED AREAS UNLESS ADDED TO ACHIEVE PROPOSED GRADES. 2. NO TRENCHING IN PROTECTED AREAS. TRENCHING ACROSS THE ROOT SYSTEMS SHOULD START NO CLOSER THAN THE DRIPLINE OF THE TREE. TUNNEL UNDER ROOT SYSTEMS FOR UNDERGROUND UTILITIES SHOULD START 18 INCHES OR DEEPER BELOW THE NORMAL GROUND SURFACE. TREE ROOTS WHICH MUST BE SEVERED SHOULD BE CUT CLEAN. BACKFILL MATERIAL THAT WILL BE IN CONTACT WITH THE ROOTS SHOULD BE TOPSOIL OR A PREPARED PLANTING SOIL MIXTURE. 3. CONSTRUCT STURDY FENCES, OR BARRIERS, OF WOOD, STEEL, OR OTHER PROTECTIVE MATERIAL AROUND VALUABLE VEGETATION FOR PROTECTION FROM CONSTRUCTION EQUIPMENT. 4. PREVENT TALL EQUIPMENT, SUCH AS BACKHOES AND DUMP TRUCKS, FROM CONTACTING TREE BRANCHES. 5. SEE X-XXX FOR TREE PROTECTION LOCATIONS. TREE PROTECTION DETAIL r 41 F+ � DIRECTIONAL ARROW DETAIL CAST IRON FRAME & 10" COVER (USE IN PAVED AREAS) PVC THREADED CAP lilt 11 li 1IN II li till/II I� II li II li li I� li 1-1111-I1�1 �IIII!II Ill CRUSHED STON E (NYSDOT p �c FLOW TO GRINDER PUMP SCALE: N.T.S. FINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER - ° ° a ° d $" LONG SWEEP BEND 4" SDR 26 FLOW FROM BUILDING 4" WYE J NOTE: INSTALL EXTERIOR CLEANOUT AT ALL BENDS IN SEWER TO GRINDER PUMP SEWER CLEANOUT DETAIL SCALE: N.T.S. Approved under the authority of a r olu ion adopted J ! /�% by the td� Planning Boar�of a City of Sarat�oggf Springs. 0-he PRESSURE STORAGE TANK MINIMUM SIZE: 2 BEDROOM HOUSE - 42 GAL. 3 OR 4 BEDROOM HOUSE - 82 GAL. 5 BEDROOM HOUSE - 120 GAL. BUILDING FOUNDATION BENTONITE GROUT AROUND — CASING TO ROCK AND AS SPECIFIED IN APPENDIX 5-B PITLESS ADAPTER WITH SANIT SEAL FOR DISCHARGE PIPE NOTE: THE MINIMUM WELL SEPARATION DISTANCES FROM CONTAMINANT SOURCES (WASTEWATER DISPOSAL SYSTEMS, ETC.) SHALL BE INCREASED BY 50% WHENEVER AQUIFER WATER ENTERS THE WATER WELL AT LESS THAN 50 FEET BELOW GRADE. IF A 50% INCREASE IN SEPARATION DISTANCES CANNOT BE ACHIEVED, THEN 50 FEET OF CASING BELOW GRADE SHALL BE PROVIDED. TYPICAL WELL DETAIL NOT TO SCALE INDIVIDUAL WATER SUPPLY NOTES stud*io LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST 74 Warren Street, Suite 1 Saratoga Springs, NY12866 518.450.4030 VENTED WELL CAP WITH SANITARY SEAL FOR ELECTRICAL CABLES PITLESS CASE MOTOR CABLE WELL CASING 20' MIN. THROUGH OVERBURDEN, OR 5' BELOW PUMPING LEVEL - SEE APPENDIX 5-B, TABLE 2 MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS SUBMERSIBLE PUMP MINIMUM CAPACITY 5 GPM @ A STORAGE TANK PRESSURE OF 60 PSI OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA COUNTY, NY. MAP CREATED BY CORNER POST LAND SURVEYING, PLLC AND DATED JANUARY 31, 2023. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE DESCRIPTION 10/10/23 SPECIAL USE APPLICATION 11/08/24 SUBMISSION FOR SITE PLAN REVIEW 11/22/24 SEWER REV. I 1. THE INDIVIDUAL DRILLED WELL SHALL BE CONSTRUCTED IN ACCORDANCE WITH IONYCRR APPENDIX 5-13, TITLED "STANDARDS FOR WATER WELLS". 2. AFTER A NEW WELL HAS BEEN CONSTRUCTED OR AN EXISTING WELL HAS BEEN REPAIRED OR SERVICED IN A MANNER THAT REQUIRES THE OPENING OF THE WELL CASING, THE WELL SHALL BE PUMPED TO WASTE UNTIL THE PUMPED WATER IS REASONABLY CLEAR. AFTER PUMPING TO WASTE, THE WELL, PUMPING EQUIPMENT, AND BUILDING PLUMBING SHALL BE DISINFECTED BEFORE BEING PUT INTO USE. DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH NYSDOH POLICY. 3. INDIVIDUAL WELLS SHOULD, IF POSSIBLE, BE CONSTRUCTED TO PRODUCE A MINIMUM LONG-TERM SUSTAINABLE YIELD OF 5 GPM OR MORE. WHERE THIS CAN NOT BE ACHIEVED, THE FOLLOWING TABLE CAN BE USED TO HELP SELECT WATER STORAGE THAT WILL ALLOW LOW YIELD WELLS TO MEET PEAK HOUSEHOLD WATER DEMAND. THIS STORAGE CAN BE PROVIDED BY A TANK, STORAGE IN THE WELL, OR A COMBINATION OF BOTH. RECOMMENDED MINIMUM STORAGE (GALLONS) NUMBER OF BEDROOMS WELL YIELD GPM 2 3 4 5 > 5 ::::::;:NONE REQUIRED ::::::::::: ..................................................:::::................................:..... ::; :::::::::;:;::::; 3 TO 5 100 150 200 250 1 TO 3 150 200 250 300 0.5 TO 1 200 250-::::::......:......::...........:..-::..:::::::-:::.:; NOT RECOMMENDED FOR USE ::::; ::::..... ;:::; :;; ::::: < 0.5 4. WATER QUALITY SAMPLING SHALL BE DETERMINED FOR INDIVIDUAL DRILLED WELLS. WATER QUALITY SHOULD COMPLY WITH IONYCRR PART 5, TITLED DRINKING WATER STANDARDS. THE MINIMUM WATER QUALITY PARAMETERS TO BE TESTED SHALL INCLUDE COLIFORM BACTERIA, LEAD, NITRATE, NITRITE, IRON, MANGANESE, IRON PLUS MANGANESE, SODIUM, PH, HARDNESS, ALKALINITY AND TURBIDITY. ADDITIONAL SAMPLING MAY BE NECESSARY BASED ON PROXIMITY OF THE WELL TO POTENTIAL SOURCES OF CONTAMINATION. WATER QUALITY SAMPLES THAT DO NOT MEET POTABILITY STANDARDS WILL REQUIRE TREATMENT TO MEET THE DRINKING WATER STANDARDS. 5. WHEN WELL WATER TREATMENT IS NECESSARY TO MEET THE DRINKING WATER STANDARDS, ONLY WHOLE HOUSE TREATMENT IS RECOMMENDED, EXCEPT FOR SOFTENING. WHEN WATER SOFTENING TREATMENT IS PROVIDED ONLY THE WATER FLOWING TO THE WATER HEATER, LAUNDRY AND BOILER SHOULD BE SOFTENED TO PRODUCE A BLENDED WATER HARDNESS OF 50 - 80 MG/L. TREATMENT MAY BE INSTALLED FOR IRON REMOVAL, MANGANESE REMOVAL, CORROSION CONTROL, SOFTENING, TASTE/ODOR CONTROL, FLUORIDE REDUCTION, DEGASIFICATION AND ORGANIC CHEMICAL REMOVAL. 6. AQUIFERS EXHIBITING BIOLOGICAL CONTAMINATION OR TURBIDITY. EXCEEDING THE DRINKING WATER STANDARD OF 5 NTU ARE NOT APPROPRIATE FOR INDIVIDUAL WATER SUPPLY DEVELOPMENT. OXIDIZED IRON OR MANGANESE TURBIDITY SHOULD NOT BE INCLUDED WHEN DETERMINING TURBIDITY VALUES SINCE BOTH MAY BE REMOVED BY TREATMENT. TREATMENT FOR TURBIDITY REMOVAL MAY BE ACCOMPLISHED VIA AN INLINE CARTRIDGE FILTRATION SYSTEM CAPABLE OF FILTERING PARTICLES GREATER THAN 5 MICRONS (I.E., 5 MICRON ULTIMATE FILTRATION CAPACITY). 7. DRINKING WATER TREATMENT UNITS SHALL CONFORM WITH ALL APPLICABLE NSF STANDARDS. NSF CERTIFIED PRODUCTS ARE LISTED IN A SEARCHABLE DATABASE ON THE INTERNET AT HTTP://WWW.NSF.ORG ALL WITH WELLS ARE TO NYS SANITARY BE CONSTRUCTED AND TESTED CODE PART 5, SUBPART 5-1, IN ADCCORDANCE APPENDIX 5—B. WELL DETAI L IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR THE UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS (UUCSS) PROJECT UUCSS NEW CHURCH CAMPUS DRAWING TITLE CONSTRUCTION DETAILS PROJECT NO. 23034 DATE: DRAWING NO. 11/22/2024 DWG 9 OF 10 SCALE: N.T.S. SCALE: N.-.S. SCALE: INFILTRATION BASIN, B/BASIN EL. "D" 3'-0" X 3'-0" I.D. PRECAST CONC. CATCH BASIN WHERE SHOWN. SEE DETAIL 9 ON SHEET C-5.11 FOR RIM EL. AND TYPE. CRUSHED GRAVEL SUMP BEDROCK/GROUNDWATER ' V INFILTRATION BASIN DETAIL VENT DRAIN HOLE v 12"0 HDPE STORM PIPE INLET INV. EL. "G" OUTLET INV. EL. "H" SCALE: N.T.S. LOCKABLE PROTECTIVE CASING VENTED CAP GRAVEL CONCRETE SURFACE SEAL EXTEND BELOW FROST DEPTH. 6 4 a FROST LINE ----------------- GROUT OF CEMENT/BENTONITE FINE SAND BENTONITE SEAL WELL CASING INNER DIAMETER >_ 2" LAYER OF FINE SAND NOTE: CONTRACTOR SHALL SUBMIT THE WELL DRILLERS LOG TO THE ENGINEER FOR EACH PERMANENT MONITORING WELL CONSTRUCTED. GROUNDWATER TABLE Q z >o (If J W � O Z i SAND PACK, EXTEND 2'-0" (OR z o1-- 20% OF SCREEN LENGTH, W = WHICHEVER IS GREATER) ABOVE oo�U o TOP OF SCREEN, AND 6" BELOW 0 "' BOTTOM OF SCREEN MONITORING WELL DETAIL A,Y, MCDONALD FULL (BALL STYLE) CORPO STOP 1.25" 0 M.I.P.T.0.5" EXISTING SANITARY F( I THRUST BLOCK TO UNDISTURBED -� GROUND CUT -IN 4" GASKETED IRON X 1.5" TAPPED D.I. REPAIR (SLIP) C (AS MANUFACTURED Or OR SMITH BLAIR FINISHED GRADE --, SCALE: N.T.S. R.O.W. OR EASEMENT LINE UUN JJ r/1Nl1. VV1191 VVVI-LII14VRI.10 M.1.1 I. PRECAST CONC. CATCH BASIN SUITABLE FOR H2O VEHICULAR LOADING. STORM DRAIN PIPING. — GROUT TO CATCH BASIN FOR WATERTIGHT SEAL. (TYP. ) INLET INV. EL., SEE SCH. BELOW. SEE PLANS FOR PIPE SIZE AND MATERIAL. 6" MIN. FRAME & GRATE. SEE SCH. 5'-0"x5'-0" BELOW. I RIM EL. SEE SCH. BELOW 4" CL olzz c - co 4" FINISH GRADE. PRECAST CONCRETE EXTENSION RINGS TO GRADE, AS REQ'D BACKFILL W/COMPACTED GRANULAR FILL MATERIAL. OUTLET INV. EL., SEE CATCH BASIN SCH. BELOW SEE PLANS FOR PIPE SIZE AND MATERIAL. CRUSHED STONE. UNDISTURBED SOIL. PRECAST CONC. CATCH BASIN DESIGN SCHEDULE CATCH BASIN ID RIM EL. INLET INV. EL. OUTLET INV. EL. FRAME & GRATE CB-1 294.5' N/A 292.0' NEENAH FOUNDRY R-2557 CB-2 291.75' 289.25 288.5' NEENAH FOUNDRY R-2557 CB-3 294.5' NA 292.0' NEENAH FOUNDRY R-2557 CB-4 293.0' 291.0' 290.0' NEENAH FOUNDRY R-2557 CB-5 292.0' 289.4 288.5' NEENAH FOUNDRY R-2557 PRECAST CONCRETE CATCH BASIN DETAIL CURB BOX WITH CAP LABELED, "SEWER". (TYPICAL) OINT CURB YLE) WITH UFACTURED . (TYPICAL) OUTDOOR GRINDER PUMP TO SANITARY FORCE MAIN CONNECTION NOT TO SCALE SCALE: N.T.S. WITHIN 5'f FROM PUMP UNI-LATERAL - STAINLESS STEEL LATERAL - VALVE BY E/ONE SEWER SYSTEMS OR APPROVED EQUAL PACK JOINT COUPLING MATERIAL: WATER WORKS BRASS/STAINLESS STEEL 1.25" MNPTT PAVEMENT OR FORIGINAL GROUND -� t—( I ALL BACKFILL MATERIAL TO BE _ SELECT GRANULAR FILL TO BE _) PLACED IN 8" LIFTS AND I PLACED UNDER PAVEMENT WHERE TRENCH SHIELD IS USED BE COMPACTED TO 95% STANDARD WITH THE APPROVAL OF THE PROCTOR (ASTM D698). 1 1 ENGINEER, SHEETED TRENCH DEBRIS, FROZEN MATERIAL, LARGE TRENCH SLOPES ARE GIVEN FOR PAYMENT LIMITS WILL APPLY. CLODS OR STONES, ORGANIC MAX. PAYMENT LIMITS ONLY FOR 3 3 OPEN CUT AND ARE NOT INTENDED MATTER, OR OTHER UNSUITABLE �TO REPRESENT STABLE SLOPES ---_,NOT INTENDED TO REPRESENT MATERIALS SHALL NOT BE UNDER FIELD CONDITIONS. A SAFE SLOPE USED AS BACKFILL. 6" WIDE GREEN LOCATOR TAPE, MARKED I I - "CAUTION SEWER BELOW". NON -WOVEN GEO-TEXTILE ENVELOPE (FABRIC -I MIN. #10 GREEN COATED STAINLESS STEEL HDD EQUIVALENT TO PROPEX GEOTEX 451) TRACER CABLE (TYPICAL). FOR DIRECTIONAL DRILLING AND FORCEMAINS SELECTED GRANULAR FILL (NOT TO SEE NOTE 8, 9, 10 AND 11. EXCEED 1 INCH IN SIZE) PLACED IN — — 6" LIFTS AND MECHANICALLY TAMPED ' ' ' r. . > I 2" THICK RIGID POLYSTYRENE OR A.O.B.E. SEE NOTE 2 ° 18" MIN" INSULATION ° • .' (LOCATIONS WITH LESS THAN 4' •° I GRAVITY, 5' FORCEMAIN COVER). CRUSHED STONE. SEE NOTE 2. I' FOR UNSTABLE TRENCH BOTTOM USE - -- o ---- 6" MIN. STONE BEDDING FOR PIPE 12" DIA. ADDITIONAL DEPTH OF STONE AS AND SMALLER NECESSARY TO PROVIDE A FIRM-12" MIN. STONE BEDDING FOR PIPE 14" DIA. I FOUNDATION. AND LARGER I I - O.D. 24" - I WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A NON -WOVEN GEO-TEXTILE ENVELOPE NOTES: (FABRIC EQUIVALENT TO PROPEX GEOTEX 451) 1) NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED FOR BACKFILL IF APPROVED BY THE ENGINEER. 2) CRUSHED STONE #1 AND #2, NOT TO EXCEED ONE (1) INCH IN SIZE. A.O.B.E. = AS ORDERED BY ENGINEER. 3) GRAVITY LINE SHALL BE SDR 21 OR 26, INCLUDING FITTINGS. 4) FORCE MAIN LINE SHALL BE C-900, DR 9 OR 11 (200 PSI MINIMUM). 5) THE GRAVITY SEWER LATERAL SHALL BE LAID AT A UNIFORM GRADE OF Y4 INCH PER FOOT (ABOUT 2%). 6) WHERE A WATER TABLE CONDITION EXISTS, STONE BEDDING SHALL BE WRAPPED IN A NON—WOBEN GEO—TEXTILE ENVELOPE (FABRIC EQUIVALENT TO PROPEX GEOTEX 451). 7) CONTRACTORS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS. 8) TRACER WIRE SHALL BE GREEN IN COLOR. 9) TRACER WIRE SHALL BE A MINIMUM OF #10 GAUGE STRANDED STAINLESS STEEL. 10) TRACER WIRE SHALL BE APPROVED FOR HORIZONTAL DIRECTIONAL DRILLING (HDD) APPLICATIONS. 11) TRACER WIRE SHALL BE HIGH —DENSITY POLYETHYLENE (HDPE) INSULATED STRANDED STAINLESS STEEL OR APPROVED BY SCSD#1. TRENCH DETAIL 6 NOT TO SCALE NQM. - GRINDER PUMP MUST BE AT LEAST 10 FEET FROM FOUNDATION. - ALL COMPRESSION FITTINGS WILL BE BRASS OR STAINLESS STEEL OR APPROVED EQUAL. ALL CURB STOP EXTENSION RODS SHALL BE STAINLESS STEEL. a 0 - HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS STEEL INSERT PIPE STIFFENERS FOR ALL PACK JOINT/COMPRESSION CONNECTIONS. - STAINLESS STEEL, BRASS, OR FUSED DRESSER COUPLINGS TO BE USED CONNECT TO WHERE EXISTING LINE IS CUT FOR TEE. PUMP - ALL FORCEMAIN SANITARY SEWER LINES SHALL BE AT A DEPTH OF 5' DISCHARGE OR GREATER. IF LESS THAN 5' LINE SHALL BE INSULATED. (SEE BRASS OR STAINLESS (1Y4" F.I.P.T.) SARATOGA COUNTY SEWER DISTRICT #1 TRENCH DETAIL). STEEL ADAPTER/COUPLING - WHEN CONNECTING TO EXISTING FORCEMAIN, CURB STOP MUST BE 1.25" MIN. I.D. HDPE PLACED AS CLOSE AS POSSIBLE TO EXISTING FORCEMAIN AND OUTSIDE 200 PSI (MIN.) DR-7, OF PAVEMENT WITH VALVE BOX. 9 OR 11 (I.P.S.) OR - TIE-IN SADDLE TO BE STAINLESS STEEL BANDED TAPPING SLEEVE, APPROVED EQUAL BANDED REPAIR SERVICE SADDLE, FULL CIRCLE REPAIR CLAMP FOR NOTE: INSTALL WITH TAPPING BY SMITH BLAIR, PIPE FUSING, OR APPROVED EQUAL. HORIZONTAL SLACK - CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW. Approved under the authority of are luti n adopted /1 by the (date Punning Board of th City of Sara�oqp Springs; stud*ioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST 74 Warren Street, Suite 1 Saratoga Springs, NY12866 518.450.4030 MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA COUNTY, NY. MAP CREATED BY CORNER POST LAND SURVEYING, PLLC AND DATED JANUARY 31, 2023. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 10/10/23 SPECIAL USE APPLICATION 11/08/24 SUBMISSION FOR SITE PLAN REVIEW 11/22/24 SEWER REV. I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY' FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR THE UNITARIAN UNIVERSALIST CONGREGATION OF SARATOGA SPRINGS (UUCSS) PROJECT UUCSS NEW CHURCH CAMPUS DRAWING TITLE CONSTRUCTION DETAILS PROJECT NO. 23034 tes' ned) DATE: DRAWING NO. II/22/2024 C-5.12 DWG IOOF 10