Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
map
BUNNY LAKE DRIVE AND CRESCENT AVENUE SARATOGA SPRINGS, NEW YORK 12866 INDEX OF DRAWINGS PAGE NO. REV SHEET NO. DATE DESCRIPTION 1 18 0001 10/02/26 COVER SHEET 2 18 G002 10/02/26 NOTES & LEGENDS 3 18 C120 10/02/26 EXISTING CONDITIONS & DEMOLITION PLAN 4 18 C130 10/02/26 OVERALL SITE PLAN 5 18 C131 10/02/26 SITE ACCESSIBILITY PLAN 6 18 C135 10/02/26 SITE PLAN 7 18 C136 10/02/26 OFFSITE IMPROVEMENTS PLAN 8 18 C137 10/02/26 UTILITY CONNECTIONS PLAN 9 18 C138 10/02/26 CASINO PEDESTRIAN CONNECTION PLAN 10 18 C140 10/02/26 GRADING & DRAINAGE PLAN 11 18 C150 10/02/26 EROSION & SEDIMENT CONTROL PLAN 12 18 C160 10/02/26 UTILITY PLAN 13 18 C170 10/02/26 GRAVITY SEWER PROFILES 14 18 C171 10/02/26 FORCE MAIN PROFILE 15 18 C180 10/02/26 LANDSCAPING PLAN 16 18 C190 10/02/26 PHOTOMETRIC PLAN 17 18 C530 10/02/26 SITE DETAILS 18 18 C531 10/02/26 SITE DETAILS 19 18 C532 10/02/26 SITE LIGHTING DETAILS 20 18 C540 10/02/26 STORM SEWER DETAILS 21 18 C550 10/02/26 EROSION & SEDIMENT CONTROL DETAILS 22 18 C560 10/02/26 WATER SYSTEM DETAILS 23 18 C570 10/02/26 SANITARY SEWER SYSTEM DETAILS 24 18 C575 10/02/26 PUMP STATION DETAILS & NOTES 25 18 C576 10/02/26 PUMP STATION DETAILS 26 18 C580 10/02/26 LANDSCAPE DETAILS & NOTES SARATOGA COUNTY SEWER DISTRICT #1 APPROVAL BOX Z, B 309 z r C50 r r DOT r r * r esi ency 3 ■ �SPAC �! Sprzny o� Swimming Pool l 1� Greenridge 1 Cem OU1327 Spa CRESCENT Baths. ----" ' ar BDY__- 3 ff Golf Course i A SARATOGA �"Q STATE TREE Q, NURSERY 1 Golf (� Course 117 WEST LIBERTY STREET, SUITE 3 ROME, NEWYORK 13440 PROJECT NO: 2224112 JANUARY 13, 2023 LAST REVISED: OCTOBER 2, 2026 INC. NT ,► r/ J l Prailer ark gem ,--sc �' PROJECT SITE PARk LOCATION MAP N.T.S. Approved under the authority of a resolution adopted 2 by the (d the C of Saratoga Springs. �i 2 787 • ■Yact ' •11 it : • . • �\ �� P ,,_---. Saratoga ace eY'S 22 DY 6431 --- — _ 268 22 .- Ab- t ST JCHH M No FMOSOIN�nt MEXP:6/30/2028 LaBella Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com 3 CD 0 z c� W J cli N N N N 0 0 CD 0 0 U y 0 DEMOLITION NOTES: 1. REFER TO REQUIREMENTS OUTLINED IN THE EROSION & SEDIMENTS CONTROL PLANS & NOTES PRIOR TO COMMENCEMENT OF WORK. 2. CONFORM TO APPLICABLE CODE FOR SAFETY OF ADJACENT STRUCTURES, DUST CONTROL, RUNOFF CONTROL, AND HAULING, DISPOSAL AND STORAGE OF DEBRIS. 3. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 4. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OPERATING FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY OWNER AND AUTHORITIES HAVING JURISDICTION. 5. NOTIFY ADJACENT OWNERS OF WORK THAT MAY AFFECT THEIR PROPERTY, POTENTIAL NOISE, UTILITY OUTAGE, OR DISRUPTION. COORDINATE WITH OWNER. 6. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING. 7. LOCATE AND IDENTIFY ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA. DISCONNECT AND SEAL OR CAP OFF UTILITY SERVICES THAT WILL BE AFFECTED BY THIS PROJECT. NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED. 8. DEMOLISH AND REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER. 9. PROTECT EXISTING FEATURES THAT ARE NOT TO BE DEMOLISHED. 10. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. 11. MAINTAIN EGRESS AND ACCESS AT ALL TIMES. DO NOT CLOSE OR OBSTRUCT ROADWAYS, OR SIDEWALKS WITHOUT PERMITS. COORDINATE W/ AUTHORITY HAVING JURISDICTION. 12. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY AUTHORITY HAVING JURISDICTION. 13. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS. 14. FIELD VERIFY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED ON DEMOLITION PLAN TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED. 15. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH SELECTIVE DEMOLITION OPERATIONS. 16. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA. 17. USE WATER MIST, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT. COMPLY WITH GOVERNING ENVIRONMENTAL PROTECTION REGULATIONS. DO NOT USE WATER WHEN IT MAY DAMAGE EXISTING CONSTRUCTION, SUCH AS CAUSING ICING, FLOODING, AND TRANSPORTING POLLUTANTS. 18. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 19. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF SELECTIVE DEMOLITION. 20. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. ALL DEBRIS RESULTING FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE AT A FACILITY APPROVED TO RECEIVE THE DEBRIS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON -SITE. DO NOT BURN DEMOLISHED MATERIALS ON -SITE. SITE PLAN NOTES: GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 2. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING GRADES. 3. ALL SAWCUT LINES SHALL BE PARALLEL AND CURVILINEAR TO EXISTING OR PROPOSED CURBING AND SHALL BE A CONSTANT DISTANCE OF 18" MIN AWAY. 4. ALL ARCHITECTURE IS SUBJECT TO PLANNING BOARD REVIEW. 5. NOTIFY ENGINEER 48 HOURS PRIOR TO INITIALIZATION OF ANY WORK ON SITE. 6. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR REVIEW FROM THE ENGINEER. 7. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR PROPERLY & SAFELY MAINTAINING AREA BETWEEN ALL ADJOINING PROPERTIES. 9. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE SITE PROPERTY LINES OR PUBLIC RIGHT-OF-WAY. 10. ALL EXISTING LAWN AREA, CURBING, PAVING, SIDEWALKS, CULVERTS OR OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED BY TRENCHING OR EXCAVATION OPERATIONS SHALL BE REPLACED OR REPAIRED TO A CONDITION EQUAL TO EXISTING, AS DESCRIBED IN CONTRACT DOCUMENTS OR AS ORDERED BY ENGINEER (AOBE). MAILBOXES, SIGN POSTS, ETC SHALL BE PROTECTED OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. REMOVE AND REPLACE AFFECTED CURBING AND SIDEWALK TO NEAREST JOINT. REMOVE PAVEMENT AND REPLACE TO SAW CUT LINE, SAW CUT IN STRAIGHT LINE TO POINT NEEDED TO BLEND GRADE, REMOVE LAWN AND REPLACE TO MINIMUM LIMIT OF EXCAVATION. 11. IF PREVIOUSLY UNKNOWN CULTURAL, ARCHEOLOGICAL, OR HISTORIC REMAINS OR ARTIFACTS ARE DISCOVERED IN THE COURSE OF CONSTRUCTION OF THIS PROJECT, THE PROJECT SPONSORS SHALL SUSPEND CONSTRUCTION OPERATIONS IN THE PERTINENT AREA AND SHALL NOTIFY THE PROJECT ENGINEER. CONSTRUCTION IN THAT AREA SHALL RESUME ONLY AFTER COMPLETION OF FEDERAL, TRIBAL, AND STATE COORDINATION TO DETERMINE WHETHER PROTECTION OR RECOVERY OF THE REMAINS IS WARRANTED, OR WHETHER THE SITE IS ELIGIBLE FOR LISTING IN THE NATIONAL REGISTER OF HISTORIC PLACES. LAYOUT NOTES: 1. BUILDING DIMENSIONS TO BE TAKEN FROM ARCHITECTURAL BUILDING PLANS. NOTIFY THE ENGINEER OF ANY DEVIATION FROM CONDITIONS SHOWN ON THIS PLAN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED -UP AS BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS -BUILT PLANS SHALL BE REVIEWED BY THE OWNER AND THE ENGINEER AND THE CONTRACTOR SHALL PROVIDE ANY CORRECTION OR ADDITIONS TO THE SATISFACTION OF THE OWNER AND THE ENGINEER BEFORE UTILITIES WILL BE ACCEPTED. PAVING NOTES: 1. NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE SURFACE OF SUBBASE COURSE MATERIAL ONCE IT HAS BEEN FINE GRADED, COMPACTED, AND IS READY FOR PAVING. SUBBASE MATERIAL SO PREPARED FOR PAVING SHALL BE PAVED WITHIN THREE DAYS OF PREPARATION. 2. SUBBASE MATERIAL AND THE VARIOUS ASPHALT CONCRETE MATERIALS CALLED FOR IN THESE DRAWINGS SHALL CONFORM WITH THE REFERENCED SECTION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED "LATEST EDITIONS". CONSTRUCTION SHALL BE AS FURTHER SET FORTH IN THOSE SPECIFICATIONS AND AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. 3. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD AND STRIKE -OFF USING A SELF-PROPELLED PAVING MACHINE, WITH VIBRATING SCREED. PLACEMENT IN INACCESSIBLE AND SMALL AREAS MAY BE BY HAND. 4. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN SUCCESSIVE DAY'S WORK. 5. TACK COAT WHEN SPECIFIED OR CALLED OUT ON THE DRAWINGS OR REQUIRED BY THE REFERENCED SPECIFICATION SHALL CONFORM WITH THE FOLLOWING: A. TACK COAT SHALL MEET THE MATERIAL REQUIREMENTS OF 702-90 ASPHALT EMULSION FOR TACK COAT OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED "LATEST EDITION", SHALL BE APPLIED IN ACCORDANCE WITH SECTION 407 - TACK COAT SHALL BE IN ACCORDANCE WITH THOSE SPECIFICATIONS AND AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. B. REMOVE LOOSE AND FOREIGN MATERIAL FROM ASPHALT SURFACE BEFORE PAVING NEXT COURSE. USE POWER BROOMS, BLOWERS OR HAND BROOM. C. APPLY TACK COAT TO ASPHALT PAVEMENT SURFACES & AND SURFACES OF CURBS, GUTTERS, MANHOLES, AND OTHER STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TO A "TACKY" CONSISTENCY BEFORE PAVING. D. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. 6. AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL OR STONE MATERIALS TO THE SATISFACTION OF THE ENGINEER. j MAP REFERENCE: 1. TOPOGRAPHY AND EXISTING SITE FEATURES SHOWN HEREIN WERE OBTAINED FROM A FIELD SURVEY COMPLETED BY HERSHBERG & HERSHBERG. 2. REFERENCE "TAX MAP NO. 179.00-5-8", PREPARED BY HERSHBERG & HERSHBERG DATED 07/09/2024 AND LAST REVISED 10/29/2025. 3. ELEVATIONAL INFORMATION IS BASED ON NGVD 29 DATUM. GRADING NOTES: 1. PRIOR TO SITE DISTURBANCE, CONTRACTOR TO INSTALL EROSION & SEDIMENT CONTROL MEASURES. 2. IF ROCK IS ENCOUNTERED DURING CONSTRUCTION & REMOVAL BY BLASTING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. ALL BLASTING OPERATIONS WILL ADHERE TO NEW YORK STATE AND LOCAL AUTHORITY ORDINANCES GOVERNING THE USE OF EXPLOSIVES. THE STATE REGULATIONS ARE CONTAINED IN 12 NYCRR 39 AND INDUSTRIAL CODE RULE 753. 4. STRIP ALL TOPSOIL PRIOR TO COMMENCING EARTHWORK OPERATIONS. TOPSOIL MAY BE STORED AND REUSED IN LAWN AND PLANTING AREAS ONLY. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE TO REMAIN GREEN. 5. BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH AGAINST OR NEAR THEM. ORNAMENTAL TREES, SHRUBS AND HEDGES WHICH MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED IN AND RE -PLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. ALL EARTHWORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY EASEMENT OR PROPERTY LINE. 7. REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOILS, DEBRIS AND DELETERIOUS MATERIALS WITHIN THE AREAS SLATED FOR CONSTRUCTION. 8. IF PREVIOUSLY UNKNOWN CULTURAL, ARCHEOLOGICAL, OR HISTORIC REMAINS OR ARTIFACTS ARE DISCOVERED IN THE COURSE OF CONSTRUCTION OF THIS PROJECT, THE PROJECT SPONSORS SHALL SUSPEND CONSTRUCTION OPERATIONS IN THE PERTINENT AREA AND SHALL NOTIFY THE PROJECT ENGINEER. CONSTRUCTION IN THAT AREA SHALL RESUME ONLY AFTER COMPLETION OF FEDERAL, TRIBAL, AND STATE COORDINATION TO DETERMINE WHETHER PROTECTION OR RECOVERY OF THE REMAINS IS WARRANTED, OR WHETHER THE SITE IS ELIGIBLE FOR LISTING IN THE NATIONAL REGISTER OF HISTORIC PLACES. 9. IT IS THE INTENT OF THIS PLAN FOR ALL SITE GRADING TO DRAIN & NO PONDING OCCURS. MINIMUM SLOPE OF AT LEAST ONE PERCENT ALONG THE FLOW LINE AND 2% CROSS SLOPE ON ALL PAVED OR CONCRETE SURFACES UNLESS OTHER WISE NOTED. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR ANY DEVIATIONS OR AREA ON THE PLAN WHERE THE SITE DOES NOT MEET THESE REQUIREMENT. UTILITY PLAN NOTES: GENERAL CONSTRUCTION NOTES: 1. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY THEIR ACTUAL LOCATION IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2. LEDGE ROCK, BOULDERS AND LARGE STONES SHALL BE REMOVED TO PROVIDE A MINIMUM CLEARANCE OF 4 INCHES BELOW AND ON EACH SIDE OF ALL PIPES. 3. FINAL BACKFILL SHALL BE OF A SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSTABLE MATERIALS SHALL NOT BE USED FOR FINAL BACKFILL WITHIN 2 FEET OF THE TOP OF THE PIPE. 4. FINAL BACKFILL SHALL BE PLACED IN SUCH A MANNER SO AS NOT TO DISTURB THE FINAL ALIGNMENT OF THE PIPE. 5. ANY CONDITION ENCOUNTERED IN THE FIELD DIFFERING FROM THOSE SHOWN HEREON, SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION IS TO PROCEED. 6. SEWER MAINS IN RELATION TO WATER MAINS: WHERE POSSIBLE, SEWERS SHALL BE LAID AT LEAST 10 (TEN) FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO PROVIDE 18 (EIGHTEEN) INCHES BETWEEN TOP OF SEWER AND BOTTOM OF THE WATER MAIN AT UTILITY CROSSINGS. WHEN NOT POSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, SEWER PIPE SHALL BE PRESSURE RATED AND TESTED ® 150psi, 10 (TEN) FEET ON EACH SIDE OF THE WATER MAIN BEING CROSSED. 7. ALL PROPOSED UTILITIES SHALL TERMINATE 5 FEET FROM ANY PROPOSED BUILDING FACE. CONTRACTOR TO COORDINATE WITH BUILDING PLANS FOR ANY CONNECTIONS. 8. ALL STORM SEWER SHALL BE SMOOTH INTERIOR HDPE UNLESS OTHERWISE SPECIFIED. 9. ALL GRAVITY SANITARY SEWER SHALL BE SDR 26 PVC UNLESS OTHERWISE SPECIFIED. 10. ALL GRAVITY SANITARY SEWER JOINTS SHALL BE PVC ASTM D3034, SDR-26 ELASTOMERIC GASKET JOINTS SEALED TO MINIMIZE INFILTRATION AND PREVENT ENTRANCE OF ROOTS. 11. ALL FORCE MAIN PIPE AND JOINT MATERIALS SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI. 12. ALL WATER PIPE SHALL BE CL52 DUCTILE IRON PIPE UNLESS OTHERWISE SPECIFIED. 13. CONTRACTOR TO VERIFY STATUS OF ALL UTILITY SERVICES PRIOR TO INTERRUPTION. 14. EXPLORATORY EXCAVATIONS SHALL BE PERFORMED BY THE CONTRACTOR AT ALL UTILITY CONNECTION LOCATIONS AND AS NEEDED TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING WORK. 15. BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTILITIES, VERIFY EXISTING UTILITY INVERTS AND NOTIFY THE ENGINEER IF ANY VARIATION FROM THE PLAN IS REQUIRED. 16. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES IN SERVICE FOR THE DURATION OF THE WORK. 17. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS AND ASSOCIATED CONDITIONS. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING UTILITY TRENCHES AND EXCAVATIONS AND FOR THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF THE WORK. 19. IF ROCK REMOVAL BY BLASTING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. ROCK BLASTING NOTES: BLASTING OF BEDROCK IS NOT ANTICIPATED AT THIS SITE IN ORDER TO COMPLETE THE PROPOSED DEVELOPMENT. HOWEVER, THESE NOTES ARE INCLUDED SHOULD UNFORESEEN CONDITIONS REQUIRE THE NEED FOR BLASTING TO EXCAVATE BEDROCK. 1. ALL RECOMMENDED SAFETY REQUIREMENTS AND STANDARDS REFERENCED AND ANY LOCAL RESTRICTIONS SHALL BE APPLIED AS REQUIRED FOR SAFETY, SECURITY, AND SPECIFICALLY RELATED DETAILS FOR BLASTING PROCEDURES. AT ALL TIMES, FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE FOLLOWED CONCERNING THE TRANSPORTATION AND STORAGE OF EXPLOSIVES. 2. A MINIMUM OF FOUR (4) WEEKS PRIOR TO COMMENCEMENT OF THE INITIAL BLASTING OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AS APPROPRIATE: POLICE AGENCIES, GAS AND ELECTRIC SERVICE COMPANIES, TELEPHONE AND CABLE OPERATING COMPANIES, TOWN WATER AND SEWER DEPARTMENTS, NYSDOT, AND LOCAL FIRE, RESCUE, AND AMBULANCE SERVICES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE RESULTING FROM THE USE OF EXPLOSIVES. EXPLOSIVES SHALL BE STORED IN A SECURE MANNER IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES. 4. THE CONTRACTOR SHALL NOTIFY EACH PROPERTY AND UTILITY OWNER HAVING A BUILDING, STRUCTURE, OR OTHER INSTALLATION ABOVE OR BELOW GROUND IN PROXIMITY TO THE SITE OF THE WORK OF HIS INTENTION TO USE EXPLOSIVES. NOTICE SHALL BE GIVEN SUFFICIENTLY IN ADVANCE TO ENABLE THE OWNERS TO TAKE STEPS TO PROTECT THEIR PROPERTY. NOTICE SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DAMAGE RESULTING FROM HIS BLASTING OPERATIONS. 5. THE CONTRACTOR SHALL SCHEDULE AND CONDUCT PRE -BLAST SURVEYS WITH PROPERTY OWNERS LOCATED IN THE AREA POTENTIALLY AFFECTED BY AIRBLAST OVERPRESSURE AND GROUND VIBRATION OR AS REQUIRED. 6. THE CONTRACTOR SHALL IMPLEMENT ENGINEERING MEASURES IN ORDER TO MINIMIZE THE POTENTIAL IMPACTS OF DUST, NOISE AND GROUND VIBRATION. BLAST VIBRATION CONTROL WILL BE ACHIEVED BY LIMITING THE CHARGE PER DELAY SO THAT THE PEAK PARTICLE VELOCITY REMAINS BELOW THE SPECIFIED LEVELS. 7. A APPROPRIATELY QUALIFIED, LICENSED BLASTING SPECIALIST, WITH EXPERIENCE SHALL BE ONSITE AND SUPERVISE BLASTING OPERATIONS. AT ALL TIMES, THE BLASTING AREA SHALL BE RESTRICTED TO BLASTING OPERATIONS AND AUTHORIZED PERSONNEL ONLY. 8. PROTECTIVE MEASURES INCLUDING INSTALLATION OF SIGNAGE, NOTIFICATION OF NEARBY RESIDENTS, TRAFFIC CONTROL AS NECESSARY ALONG NEARBY ROADS, AUDIBLE PRE -BLAST WARNINGS, AND USE OF BLAST MATS SHALL BE IMPLEMENTED. 9. DELIVERY AND TRANSPORT OF EXPLOSIVES FROM THE POWDER MAGAZINES TO THE BLAST AREA WILL BE BY VEHICLES SPECIFICALLY DESIGNED FOR THIS USE BY THE CRITERIA OUTLINED IN THE SAFETY REQUIREMENTS. ONLY AUTHORIZED PERSONS WILL TRANSPORT AND HANDLE THE EXPLOSIVES AS DESIGNATED BY THE ISSUING AUTHORITY OF THOSE LICENSES FOR THIS PURPOSE. 10.MONITORING OF PEAK PARTICLE VELOCITY (INCHES/SECOND) AND PEAK AIRBLAST OVERPRESSURE (PSI) SHALL BE PERFORMED DURING ALL BLASTS. CITY OF SARATOGA SPRINGS PLAN NOTES: 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. 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 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. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWING. 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL S -E 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 C TY ENGINEER. TESTING GRAVITY SEWER SYSTEM: 1. CONTRACTOR SHALL INSPECT AND TEST THE INSTALLATIONS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION WHEN WORK IS READY FOR TESTING. AFTER ALL TESTS HAVE BEEN PERFORMED, EVIDENCE OF COMPLIANCE SHALL BE FORWARDED TO OWNER/ENGINEER AND THE AUTHORITY HAVING JURISDICTION PRIOR TO ACCEPTANCE. 2. GRAVITY SEWER PIPING SHALL BE TESTED USING LOW PRESSURE AIR IN CONFORMANCE WITH THE UNIBELL PVC PIPE ASSOCIATION DOCUMENT UNI-B-6-90 OR AN EQUIVALENT APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2.1. AN AIR TEST SHALL NOT BE RUN UNTIL SECTION OF LINE TO BE TESTED HAS BEEN CLEANED OF ALL FOREIGN MATERIAL BY FLUSHING AND HAS BEEN VISUALLY INSPECTED AND APPROVED BY THE ENGINEER. CERTAIN PIPE MATERIALS PRODUCE MORE CONSISTENT RESULTS WHEN INTERIOR OF PIPE IS WETTED PRIOR TO TESTING. 3. WHERE FLEXIBLE PIPE IS USED, CONTRACTOR SHALL TEST ALL MAINLINE PIPE FOR MAXIMUM ALLOWABLE DEFLECTION OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE PERFORMED USING A CIRCULAR STEEL BALL ON SLED 1/16-INCH IN DIAMETER SMALLER THAN ALLOWABLE INSIDE DIAMETER OF FLEXIBLE PIPE WHEN DEFLECTED A MAXIMUM OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTING OF ANY PIPE SHALL BE DONE NO SOONER THAN 30 DAYS AFTER DATE OF INSTALLATION OF PIPE SECTION UNLESS WRITTEN EXCEPTION. 4. SEWERS SHALL BE LAID WITH STRAIGHT ALIGNMENT BETWEEN MANHOLES. STRAIGHT ALIGNMENT SHALL BE CHECKED EITHER USING A LASER BEAM OR LAMPING. TESTING SHALL COMPLY WITH REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 5. ALL SANITARY SEWER MANHOLES, SHALL BE VACUUM TESTED PRIOR TO BACKFILLING. TESTING SHALL COMPLY WITH ASTM C1244 AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 6. IN AREAS WHERE CONVENTIONAL TESTING IS IMPRACTICAL (I.E. AREAS DESIGNATED BY ENGINEER WHERE EXISTING SERVICES ARE TIED INTO NEW LINE IMMEDIATELY AND ANY BLOCKAGE COULD RESULT IN HEALTH PROBLEMS) NO LINES SHALL BE BACKFILLED UNTIL EACH PIPE SECTION AND CONNECTION IS INSPECTED AND APPROVED. 7. WHERE SEWERS ARE CONSTRUCTED OF PRESSURE -RATED PIPE AND INSTALLED WITH LESS THAN 18 INCHES VERTICAL SEPARATION FROM EXISTING OR PROPOSED WATER MAINS, SEWERS SHALL BE HYDROSTATICALLY TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS. HYDROSTATIC ACCEPTANCE TESTS SHALL BE CONDUCTED AS SPECIFIED FOR TESTING WATER MAINS, EXCEPT THAT TESTING MAY BE PERFORMED WITH THE PIPE SECTION PARTIALLY BACK -FILLED. 8. IF THE ALLOWABLE RATE OF INFILTRATION, EXFILTRATION, OR AIR LEAKAGE IS EXCEEDED, THE CONTRACTOR SHALL LOCATE POINTS OF EXCESSIVE LEAKAGE AND SHALL PROMPTLY CORRECT, REPAIR, AND BRING SYSTEM UP TO THE STANDARD. COSTS OF ALL SUCH REPAIRS AND CORRECTIVE MEASURES, INCLUDING COSTS OF REPEATED TESTS, SHALL BE BORN BY CONTRACTOR, THE SEWER LINE SECTION (INCLUDING MANHOLES AND BUILDING SERVICES) UNDER TEST SHALL NOT BE ACCEPTED UNTIL THESE TEST CRITERIA ARE MET. FORCE MAIN TESTING: 1. THE COMPLETE SEWAGE FORCE MAIN INCLUDING VALVES, FITTINGS CONNECTIONS TO PUMPS AND OTHER PIPELINE SYSTEMS SHALL BE TESTED FOR LEAKAGE. 2. HYDROSTATIC TESTING SHALL BE PERFORMED ON THE FINISHED SYSTEM AFTER IT IS COMPLETELY BACKFILLED. TEST TO CONFORM WITH AWWA C600-93 SECTION 4. PARAMETERS ARE: 2.1. TEST PRESSURE: 120 LBS MIN. 2.2. TEST DURATION: 2 HOURS MIN. 2.3. ALLOWABLE LEAKAGE PER THOUSAND FEET OF PIPE:0.55 GALLONS (3" PIPE). SARATOGA COUNTY SEWER DISTRICT #1 NOTES: 1. A PRE -CONSTRUCTION MEETING WITH SARATOGA COUNTY SEWER DISTRICT #1 (SCSD) IS REQUIRED AT LEAST ONE WEEK PRIOR TO CONSTRUCTION START.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIRED MEETING. 2. THE CONTRACTOR SHALL NOTIFY SCSD AT LEAST 48 HOURS PRIOR TO THE START OF ANY SEWER WORK. 3. THE CONTRACTOR SHALL OBTAIN SANITARY SEWER CONSTRUCTION PERMITS FROM BOTH THE CITY AND SCSD PRIOR TO CONSTRUCTION OF ANY SANITARY SEWERS. 4. A COPY OF THE STATE, COUNTY, CITY AND TOWN ROAD CROSSINGS AND UTILITY WORK PERMITS ARE REQUIRED BY SCSD FOR THE ISSUANCE OF SEWER CONSTRUCTION PERMITS. 5. SCSD REQUIRES ALL NECESSARY EASEMENTS TO BE FILED IN THE STANDARD COUNTY FORMAT PRIOR TO THE ISSUANCE OF A SEWER CONSTRUCTION PERMIT. 6. ALL ONSITE AND OFFSITE SEWER CONSTRUCTION SHALL FOLLOW SCSD STANDARD SPECIFICATIONS AND SEWER USE ORDINANCE. 7. NO GLUE FITTINGS, JOINTS OR BUSHINGS SHALL BE USED. 8. CONTRACTOR SHALL SUBMIT SPECIFICATION FOR ALL VACUUM TESTING FOR REVIEW. MANHOLES AND OTHER BELOW GRADE STRUCTURES: 1. STRUCTURAL DESIGN FOR MANHOLES AND OTHER BELOW -GRADE PRECAST CONCRETE STRUCTURES: A. NON -TRAFFIC LOADS: BELOW GRADE PRECAST CONCRETE STRUCTURES SHALL BE DESIGNED TO WITHSTAND LOADS IMPOSED BY STRUCTURE WEIGHT, EARTH COVER, LATERAL PRESSURE FROM EARTH AND GROUND WATER, AND LIVE LOADS SUCH AS PEDESTRIAN TRAFFIC OR MACHINERY ON OR ABOVE THE STRUCTURE; AND B. TRAFFIC LOADS: BELOW GRADE PRECAST CONCRETE STRUCTURES SHALL BE DESIGNED TO ALSO WITHSTAND TRAFFIC LOADS CREATED BY AN HS20-44 TRUCK PLUS 25% IMPACT AS DEFINED IN THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) DESIGN STANDARDS. 2. MATERIAL WHICH SHALL BE UTILIZED IN THE CONSTRUCTION OF PRECAST CONCRETE STRUCTURES: CEMENT: ASTM C-150, TYPES IIMILVI SAND: NYSDOT STD. SPEC. SECTION NO. 703-0 CONCRETE SAND STONE: NYSDOT STD. SPEC. SECTION NO. 703-02 COARSE AGGREGATE STEEL BAR REINFORCEMENT: ASTM A615, GRADE 60 WIRE MESH REINFORCEMENT: ASTM A185 PLAIN CONCRETE STRENGTH (28 DAY): 4,500 PSI (F'C) ENTRAINED AIR: 5% MIN. 3. ALL CASTINGS (FRAMES AND COVERS, FRAMES AND GRATES, ETC.) FOR USE IN CONJUNCTION WITH MANHOLES AND OTHER BELOW GRADE STRUCTURES SHALL BE MANUFACTURED FROM GRAY IRON OR DUCTILE IRON. GRAY IRON SHALL CONFORM WITH ASTM A 48, CLASS 30B AND DUCTILE IRON SHALL CONFORM WITH ASTM A 536 AND BE OF A GRADE APPROPRIATE TO ITS INTENDED USE. 4. ALL CASTINGS (FRAMES AND COVERS, FRAMES AND GRATES, ETC.) FOR USE IN CONJUNCTION WITH MANHOLES AND OTHER BELOW GRADE STRUCTURES SHALL BE DESIGNED TO WITHSTAND AASHTO HS 20-44 HIGHWAY LOADING PLUS 25% IMPACT. 5. ALL ASTM REFERENCES SHALL BE FOR THE LATEST ACTIVE STANDARD. LEGEND: SYMBOLS: LAYOUT: -r02 SIGN - - LOT LINE SETBACK LINE _ _ _ SETBACK LINE • BOLLARD - - EASEMENT LINE * LIGHTED BOLLARD Q CATCH BASIN BUILDING 00 YARD DRAIN PAVED ROAD CLEAN OUT / DOWN SPOUT DRIVEWAY / PARKING AREA FLARED END SECTION SIDEWALK Q DRAINAGE MANHOLE coat• CURB CURB Qs SANITARY MANHOLE - - - - - - - - - - - WORKLIMITS CLEANOUT 6 WATER VALVE CONCRETE i HYDRANT �•-� POST AND LUMINAIRE POROUS ASPHALT 4rj PARKING COUNT ROAD LINING & STRIPING FALLING HEAD -# INFILTRATION TEST SOIL TEST PIT UTILITIES: DT-f G S SANITARY SEWER LINE FM FORCE MAIN W WATER LINE ST -119 STORM DRAIN LINE SIZE & TYPE CULVERT W/ END SECTION GRADING & EROSION CONTROL: 500 5 FT CONTOUR 448 1 FT CONTOUR 501.25 X SPOT ELEVATIONS TREE LINE ORANGE CONSTRUCTION FENCE SILT FENCE CATCH BASIN SILT SAC 0_1 DROP INLET PROTECTION x `' SPOILS STORAGE AREA STABILIZED CONSTRUCTION ENTRANCE RIPRAP ' LIB � EROSION CONTROL BLANKET _4 CONCRETE WASH OUT AREA DEMO: EXISTING PAVEMENT TO BE REMOVED EXISTING TREES TO BE CLEARED AND GRUBBED LANDSCAPING: PROPOSED BUILDING - - - - - - - - LANDSCAPE BED EDGING + + PROPOSED DECIDUOUS TREES :)o(D+ + O O PROPOSED SHRUBS 43 PLANT QUANTITY CO PLANT NAME Approved under the authority of a resolution adapted 2 L by the ( ate I Board a ty of Saratoga Springs. � LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF NEW y T C,` 9- JOH/y O,p� ,o �8005' �, - ��FESSIONP LEXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 AFFORDABLE LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WX ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME: NOTES & LEGENDS DRAWING NUMBER: G002 N N C N 0 0 cc a� cc a J Q V CD C+9 .o 0 jto Q N m o CQ m • SEE 8 x '° BEM _ MATCHLINE. E SHEET C13 ®-------—= ——t-----.�`oi �s ACILIATE ` ® I— o_ _-*T---s- - d �� _ "� o"�''.,,.... CUT AND RE A'E EXISTING ~°a `"' A •� � n O � 5y � o w a� ``oto :, ,> � �...- � o "� LF••-RA `T"r13� ..__.. _,.T_. ..a � o LA -� # UA H, It x �� N� ® � N °s M? i"v'^iP°°''"'.`•...`�:� .4.•-e... � r•,..-v^.._..,.®_—. .ate._._ --..._. ,_ ''`x \ Q __\ 'd• i..i.\ s"S x i*09 °�,a ..:., s=t POi TREE'�__ _ _ C ES EX TREE 9 TOLE LI NO T MITB. \ � C ies� LIG�T M� t $x "'�' o� o �• n H \ NE AII� \ \ \ \ S SI PL ( \ \ \ EE TE \ . w 0 \ \ \ x \ \ lk LI MID) RO \ \ \ x x\ M ®� -•� � o X f % x \ $ \ \ LEAR A G�B Tl To SHOWN AN. EMOVE MP S,.\ \ \ '44 X R \ \ Q \ \ \ \ \ x \ �\ \ \ \ \ 145 4 DISTAMB QA oe� � 00 fps /insj/ 1/ ,� \ \ .,.oMM \ x \ \ \ \ \ \ 1^� tll� 's, x -1.\5. x \\ x--�\-- \ \ r \ \ \ I 'Cl�� 4r_ rt nn, � . � \ ` NV zp, fix'\ x \ 1 11 0 �� �� / \cm„5� j -62W ^ DISTURBt13�I; LIMITS ('I'YP) qA 1 x• \ 1 x 41 tO Tti`- os � P � x x � '"--^- `..."""'• .-.m:,.... x � 4\ � ~' """" / � ca ` ai � g /� � T ' „z EXISTIN� GRAVEL CL REMAIN �, .� 1 - ,.ate �..�,..�� "' ET1NG MANHOLE TO . ^gyp _....a...,,:. •_ ._.- .. .•: ..__....._. ..__-.-",!.--_,__,... _....s<_.__. _..-,=.�r�-��r:._, `"' ,.. . .e''"�'..__,_. .,. _.,. .:_,•...�`-:'-: »>a. ,. ..._... .�'. •y EOM. "$�.: .� p5 � L'1 � r'� +6! ; eucrzow. uw�s STING AN�'ARY 5E • --•�--�---_._ ---� � o 1 `. � �,. x U3 x� Approved under the authority of a resolution adopted �� h b by the I/Bpai#of thqQaypf Saratoga Springs. EXISTING CONDITIONS & DEMOLITION PLAN SCALE: 1" = 60' x EXISTING FLARED TION. EXISTING CMP TO REMAIN. NON -JURISDICTIONAL WETLANDS WETLAND NOTES: 1. THE NON -JURISDICTIONAL WETLANDS DEPICTED ON THIS PLAN WERE TAKEN FROM THE MAP REFERENCED ON SHEET GO02. 2. NYSDEC PERMIT #5-4115-00270/00001 EFFECTIVE 2/28/2025, EXPIRES 7/1/2028 ISSUED UNDER 6 NYCRR 664.1(C) FOR WETLAND A, AND EXEMPTING WETLANDS B AND C AND A 100-FOOT ADJACENT AREA FROM ARTICLE 24 JURISDICTION UNTIL JULY 1, 2028 BY EMAIL FROM NYSDEC DATED MARCH 4 . SD , 2025. 0 60 120 180 ORIGINAL SCALE 1 "=60' 0,1:3 LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com EIy y T T — w �J' kCE 10R FESS1� LLEXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 11be AFFORDABLE ..#.. LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: W,JK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: EXISTING CONDITIONS & DEMOLITION PLAN DRAWING NUMBER: C12 0 U Nr N N CN 0::3 LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF NEyy y T C-) JONH r 3� GAO z � w 10,0 0800a1 ��FfSS I ONP�, EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 LibeAy •YAFFORDABLE HOUSING INC, LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WX SSUEDFOR: PLANNING BOARD REVIEW )ATE: 01/13/2023 )RAWING NAME: OVERALL SITE PLAN RAWING NUMBER: C130 o> 3 J U) W U U r QI N N NI C) 0 2t U m 0 CV N .y O O S N n as to a � J Q � v `g o T N CO CDCD 00 0 ..., , Ayr nR/VE INNI "Nam NwAft y. d I i \ I I I ' I I t 1 • 0 { m ® m 1 ( 1 , 1 rw.ri f � `•;: ;, r. �: � ' J L_ 1 r I 1 ;€ h1 ACCESSIBLE SITE 11 ROUTE (TYP) IA ?. ;a LLB r_J f a ?c l l I r f Is; 1I I`I (I 1;1 I1 e ME ,�.+x•, .. +.<s.. ..Fe<✓. e t:..v t ,.. r+ , .., r. ..�., .:y-.. . h. ., .. 4. s , ... J.: 4 ».. , sfi t 1 ..: I ,,.a,.,.., r :. ,.>_.. ,w,. ,.,.. 't< ... ,-... vs, ,. _ . >r•,,.. x. s.. f. ,.�, ;,. w . , . ,. ,,.., .. , .X,... v �,, . , ,, t"C ., 9 ,�. ' ,�,. r .. , m ,,.,.,3.�....:. >,...,. A-nkN, .,<~,-�,'..L.,.. . ,,. .,. i �.. .'.�'�zt.,,., .;.. .µ 3, , ,,, . �,..-,„ - e..,. v .,,.�+.«.....,. ,,,>.�,,'! .:,b. . 1,a3'iY. , .•. .k. �C.. .• .: t.�pz ..: .....<y. T . .,. ,. t�, ,X_3,. r..Y sue*,.,4..-w..•�... P, - .„.v„ -f�x , ,:ra..a•.,,7.: „=P .I xx� i ( ------____ , r, - - > ° r _ �__-_1___---_... _J I. I � A r I, 1 1 1 4-STORY BUILDING 4-STORY BUILDIIIS ( FFE=311.10 _... FFE=311.10 I' 112 UNITS 104`UNITS 1 — YY r, -- -- ---x t • ----- 1 x„ 1 1 ; ; 1--------------------------= L-----------=----=-----------------� I ri .. , ,• ,,, .... <�... : ,,»-..;.', .., »c,> . ., ice., >w „ .t ... , ..- ,,,4 ,- .,<. .,., r,•-.,. ,, _ , �.. .�....<,...... , t _,., s.... .5f. sr r z ; a .. , a, '� I la ,. � +, f I I r I_` , ,_ � I I I'I I.1 I I t 11 I (1 1I I'1 I1 I1 1I rI I'1 I 1 _j I31 I L_ � t I rt, .a 33 t, <, r II 1 I (, � � rte �° �1 1 ACCESSIBLE SITE (1 .1 r J 0 ROUTE (TYP)IA t ' °« : u' r7. L• !F r it rr 1 1 'J r O F'1 '2 ,,.: 't+ .. .: � a:. ate 'a � '"," •yam(• @ A i o [ s S S e U 1 7 f r SITE ACCESSIBILI PLAN / C131 SCALE:1° = 30- Approved under the authority of a resolution adopted by the (d te) Plan rnMo f th ratoga Springs. I-Z7�m Chair an e sig 1 b at J 0 9 /00, l / 30 60 } ORIGINAL SCALE 1"=30' / op LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com of NEW y T JOHiy O,p� W V R'CS JOS V ,o, 08008 FESS14 EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WX ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: SITE ACCESSIBILITY PLAN DRAWING NUMBER: C131 O1 w r N N N, Ce) U 0 U 5.0 0 ca o> 0 c� ca u) ca J �Nl, 5 I6 CAST IN PLACE 4 LU CSr— U s h MOUNTABLE CONCRETE C530 t C530' PAVEMENT TRANSITION CURB (THIS ISLAND ONLY) i MATCHLINE: SEE SHEET C138 EXISTING TREE a R25' STOP BAR C531 f _ LINE (TYP) VE 5 WIDE ASPHALT PROPOSED CLEARING R122.0 R78 0 5 0. LIMITS (TYP) R98.0' — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —a— — — — — — — — — = RZ O,— —� ®— — i GRASSPAVE2 9 � — — — (TM) TRAFFIC SIGNAGE 1 I EMERGENCY )11 5 s O C531 , AccEss C531 ------ --------------------------------- ---------------------- ------ ------------------------------- ----------------------r-----------------:---------- I O I ® so, ��5 5 6 CROSSWALK °' I i NON -JURISDICTIONAL o'^ ® PAVEMENT 1 ,A O1_ ® STRIPING (TYP C531 O cv POROUS ASPHALT PAVEMENT 4 4 MOUNTABLE CURB AT 9.0' N / SECTION (TYP)� C530 p �0 0o O GRAVELPAVE2 ACCESS WETLAND g O- ,� �^ 'QS `� PARKING STALLS (TYP) C540 C530 2Q TYP o'er 5.0 5 6 �` 0 5 6 5.0 O• OS 1 — 4 — 1 < a 1C1 _J L_—_ --� L--- J L -1 r r- k o r� J L� r� J 24.0' II i 7777 I I I I ®• ' f (TYP) x t � 8 x •�v ki � s .• TYP NON -JURISDICTIONAL WETLAND • , O SELECTED BY OWNER. INSTALL PER O• I I I (TYf') (i 1 J I h ACCESSIBLE STALL b r O• rJ " L BIKE RACK (TYP OF 6) 10 r-J STRIPING (TYP) C531 4 o" < Q- 5 CAST IN PLACE .� MANUFACTURERS RECOMMENDATIONS I I r- I NJ STANDARD STALL 8 N GREEN EV CHARGING I1 11 I ERO HOOP RACK C531 11 CONCRETE CURB TYP OF 4 BY OTHERS STRIPING TYP ___ •p C530 ( ) ( ) STRIPING (TYP OF 6) 11 1I o I r� 5.0' (TYP) C531 0 S AT SIDEWALK I ITYP O- ( ) O z 04 NORTH BUILDING o rLiJ_r1 FLOOR 1 - UNIT NUMBER 1000 LIBERTY _ r—-------- WAY SL---- --- J EAST WING:1131-1137 I1 {I{1 t . I I WEST WING: 1151-1159 (NO 1152) J I NORTH WING:1172-1182 C_r_J N FLOOR 2 - UNIT NUMBERSLA 4-STORY BUILDING CENTER: 1229 FFE=311.10 1 i EAST WING:1231-1237 ' 112 UNITS WEST WING: 1251-1259 p NORTH WING: 1271-1282 1,11 'n PROVIDE 2 STEEL AND FLOOR 3 -UNIT NUMBERS CENTER: 1329 6 _FyLIGHT POLE, SEE C531 CONCRETE BOLLARDS AT EACH EAST WING: 1331-1337 r LPHOTOMETRIC PLAN EV CHARGING STATION (TYP) --I WEST WING: 1351-1359 _ l { ■ i • ■ ■ i J . \ \ 41I������� ' 0. 'A \\I �.1 f 15 4' PVC CLAD { C531 CHAIN LINK FENCE L1 { GRAVELMAIN 14 ACCE SNANCE C531 NYS ENS AREA° SAC '{ AO 1 PUMP STATIONCONTROL PANEL 12-0 C576 ROOF STRUCTURE NYSDEC AND ACOE REGULATED WETLAND —_-- ---------=--1---------------------------- MATCHLINE: SEE SHEET C137 10-. ,=ry t I I, ri I5 m I OUTH BUILDING I r �_ 12000 LIBERTY WAY T 1 I --9 7 — FLOOR 1 -UNIT NUMBE------ —_®--------------------_----jI r L —I O Gl 1 I WEST WING: 2131-2137 (NO 2132) EAST WING: 2151-2157 STONE DRIP 7 1 1 o I SOUTH WING:2171-2182 EDGE (TYP) C531 IL �nj1 FLOOR 2 UNIT NUMBERS L I �— CENTER; 2229 CONCRETE SIDEWALK AT 8 4-STORY BUILDING I CAST IN PLACE WEST WING: 2231-2237 BUILDING ENTRANCE (TYP) C530 FFE=311,10 1 CONCRETE STAIR I 1 f EAST WING: 2251-2257 104 UNITS WITH HANDRAIL SOUTH WING:2271-2282 C53Z I f (TYP) ; _ ON URISDICTI6NA / FLOOR 3 - UNIT NUMBERS / CENTER:2329 PEDESTRIAN RAMP SECTION 9 I i {z / WEST WING: 2331-2337 DROP CURB (TYP) C530 r I I WETLAND \ EAST WING: 2351-2357 E / 1 I SOUTH WING:2371-2382 1 I '- CAST IN PLACE 61 I I CONCRETE CURB FLOOR 4 - UNIT NUMBER — ___ --� r-- -- , r J _. () CENTER: 2429 -- r-- �- 1__—__—__ r(TYP)--=-------- ________-----______1L___ _ WEST WING: 2431-2437 { —i _ — ---_J { EAST WING: 2451-2457 jJ I / I OUTH WING:2471-2482 ' Q 7'Lh'4 1 I I s O Of r I IE' % UiIr 1 I i R39 BENCH (TYP OF 8) 4 bl E i 0' / r / lI CR-96 BY VICTOR { 9.0' O / STANLEY C532 9 ���yQ1 �o I'll 0/ l LI I1 O ` _j J LL I'rj O p1 O CONCRETE SCORE 5.0 j PATTERN SHOWN FOR INTENT ONLY. FINAL LAYOUT BY i i CONCRETE 7 TRANSFORMER AND PAD CONTRACTOR (TYP) i SIDEWALK (TYP) C530 _ (REFER TO MEP PLAAL t• __J rJ STORMWATER / L __ J / f MANAGEMENT / PRACTICE - - - - --- 5 6 I LO iC4PAVEMENT 8 moo- i 11 STRIPING (TYP) C531 / ./ �_ / fl C530 DETECTABLE ® LOADING ZONE / WARNING UNIT (TYP) PROPERTY LINE GENERATOR AND PAD •o- (REFER TO MEP PLANS) 8' CORNER SIDE SETBACK / / d 4' PVC CLAD CHAIN LINK SINGLE SWING GATE ' SPLIT RAIL PLAYGROUND EQUIPMENT FENCE (TYP) (BY OTHERS) S / / IST1KfG FIRE / YDRANT , .......... PLAYGROUND SURFACING `— FLUSH CONCRETE CURB AT PERIMETER OF PLAYGROUND AND TREE PITS Approved under the authority / f 00, of a resolution adopted 2 by the W PI ing Boar of th elCity of Saratoga Springs. p Q h it W LU �/ 1 Q / (date signed) / Z� NYi EC AN COE I R UL TE sfiIVETLAND NYSDEC AND ACOE \ I REGULATED WETLAND \ / SITE PLAN / e SCALE: V = 30' 30 60 90 ORIGINAL SCALE 1"=30' LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com �, OF NEW y T J Oyu — w 080 0a� ss I oNP�, EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item Y b P 9 9 in an way. If an item bearing the seal of an architect e Y Y 9 k r land surveyor is altered; the altering architect engineer, a a d su e k , Y g engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. C O 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 AFFORDABLE HOUSING INC. LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 { ■ i • ■ ■ i J . \ \ 41I������� ' 0. 'A \\I �.1 f 15 4' PVC CLAD { C531 CHAIN LINK FENCE L1 { GRAVELMAIN 14 ACCE SNANCE C531 NYS ENS AREA° SAC '{ AO 1 PUMP STATIONCONTROL PANEL 12-0 C576 ROOF STRUCTURE NYSDEC AND ACOE REGULATED WETLAND —_-- ---------=--1---------------------------- MATCHLINE: SEE SHEET C137 10-. ,=ry t I I, ri I5 m I OUTH BUILDING I r �_ 12000 LIBERTY WAY T 1 I --9 7 — FLOOR 1 -UNIT NUMBE------ —_®--------------------_----jI r L —I O Gl 1 I WEST WING: 2131-2137 (NO 2132) EAST WING: 2151-2157 STONE DRIP 7 1 1 o I SOUTH WING:2171-2182 EDGE (TYP) C531 IL �nj1 FLOOR 2 UNIT NUMBERS L I �— CENTER; 2229 CONCRETE SIDEWALK AT 8 4-STORY BUILDING I CAST IN PLACE WEST WING: 2231-2237 BUILDING ENTRANCE (TYP) C530 FFE=311,10 1 CONCRETE STAIR I 1 f EAST WING: 2251-2257 104 UNITS WITH HANDRAIL SOUTH WING:2271-2282 C53Z I f (TYP) ; _ ON URISDICTI6NA / FLOOR 3 - UNIT NUMBERS / CENTER:2329 PEDESTRIAN RAMP SECTION 9 I i {z / WEST WING: 2331-2337 DROP CURB (TYP) C530 r I I WETLAND \ EAST WING: 2351-2357 E / 1 I SOUTH WING:2371-2382 1 I '- CAST IN PLACE 61 I I CONCRETE CURB FLOOR 4 - UNIT NUMBER — ___ --� r-- -- , r J _. () CENTER: 2429 -- r-- �- 1__—__—__ r(TYP)--=-------- ________-----______1L___ _ WEST WING: 2431-2437 { —i _ — ---_J { EAST WING: 2451-2457 jJ I / I OUTH WING:2471-2482 ' Q 7'Lh'4 1 I I s O Of r I IE' % UiIr 1 I i R39 BENCH (TYP OF 8) 4 bl E i 0' / r / lI CR-96 BY VICTOR { 9.0' O / STANLEY C532 9 ���yQ1 �o I'll 0/ l LI I1 O ` _j J LL I'rj O p1 O CONCRETE SCORE 5.0 j PATTERN SHOWN FOR INTENT ONLY. FINAL LAYOUT BY i i CONCRETE 7 TRANSFORMER AND PAD CONTRACTOR (TYP) i SIDEWALK (TYP) C530 _ (REFER TO MEP PLAAL t• __J rJ STORMWATER / L __ J / f MANAGEMENT / PRACTICE - - - - --- 5 6 I LO iC4PAVEMENT 8 moo- i 11 STRIPING (TYP) C531 / ./ �_ / fl C530 DETECTABLE ® LOADING ZONE / WARNING UNIT (TYP) PROPERTY LINE GENERATOR AND PAD •o- (REFER TO MEP PLANS) 8' CORNER SIDE SETBACK / / d 4' PVC CLAD CHAIN LINK SINGLE SWING GATE ' SPLIT RAIL PLAYGROUND EQUIPMENT FENCE (TYP) (BY OTHERS) S / / IST1KfG FIRE / YDRANT , .......... PLAYGROUND SURFACING `— FLUSH CONCRETE CURB AT PERIMETER OF PLAYGROUND AND TREE PITS Approved under the authority / f 00, of a resolution adopted 2 by the W PI ing Boar of th elCity of Saratoga Springs. p Q h it W LU �/ 1 Q / (date signed) / Z� NYi EC AN COE I R UL TE sfiIVETLAND NYSDEC AND ACOE \ I REGULATED WETLAND \ / SITE PLAN / e SCALE: V = 30' 30 60 90 ORIGINAL SCALE 1"=30' LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com �, OF NEW y T J Oyu — w 080 0a� ss I oNP�, EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item Y b P 9 9 in an way. If an item bearing the seal of an architect e Y Y 9 k r land surveyor is altered; the altering architect engineer, a a d su e k , Y g engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. C O 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 AFFORDABLE HOUSING INC. LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 1 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WOK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME SITE PLAN DRAWING NUMBER: C135 0 w Cn U_ of C\l C N N N r0 v N N C N 0 x \ STOP BAR 6 I t 1 10 PEDESTRIAN RAMP SECTION `' ` i C530 -DROP CURB (TYP)...E� v ICONCRETSC-ORE PATTERN �' �-- .►._ --------�"" Q (t SHOWN FOR INTENT ONLY. FINAL LAYOUT BY CONTRACTOR (TYP) WORK LIMITS V E GRASSPAVE2 9 - (TYP) 5' WIDE ASPHALT 1 /�' //�%N y SAKE �R� EMERGENCY WALK (TYP) C530 L.� v I ' RELOCATED ACCESS ------- LIGHT I I: TRAFFIC SIGNAGE (TYP)C51 31 - a CLEARING LIMITS SiGREE 24.0 �I (TYP) vNE.,(TYP) ' 4 CAST IN PLACE MOUNTABLE CONCRETE C530 CURB AT ISLAND NON -JURISDICTIONAL SECTION (TYP) ® PAVEMENT 1 CROSSWALK 5 ® CAST IN PLACE 6 4 MOUNTABLE CURB i WETLAND f STRIPING (TYP) C531 CONCRETE CURB (TYP) C530 I C530 AT GRAVELPAVE2 I ACCESS I / 1 BUNNY LAKE DRIVE IMPROVEMENTS - SITE PLAN C136 SCALE: 1" = 30' T. YAW 6W ANDA FT N, IN -it VE wza +all � .- ,.. `� �+s< • : i-o�rri- - - _ .. --1 • i.`r i�Ila ' 1� �. •'f f.i Ri _ , . , - ,c�!7f3'�.l1' _-.+�111111� ::..�. r '-' .- _r , '' i'�J' , • i �: r .Wk A- • : - - ®wra.�''• t ; • I��� rr�r. - ��.:.-O • - •T I III �I.. � p b_ ►.. � • , , �7 � � ,,. - ' •. - • - �'s®i ti.•riG:7yfi .`-++ .-•.— _.-r_ i+�.--- �w �_. ,. . - � �Tc '-�(. ��.. �. -. —. �rir�'t -- _ � _ _ ,�,y �,...._ �. � '�. r � ,_.._—_.�A�� ����. ter- � _--•. --�� 4 � i /4 Mpg - t ..► _i• • • • • • • r �1�rtu..1/ 'a�.�rr.G�i.i����r. =�� . 1 t ,� ��rG���"�i��� J ' �` r �� , �!Ira +' `7 • • • • �, " �1� .�i�ll��!!�:. lr�li _ tr _ r.� rI�—j*.'"a�■.•�1 IR' ' �. „ Y ,i' R Rr � �`' - r.� �r • • • • �/► it _ _ - "� ' If - IIIBLANKET ON • - 31163 ES•� its ,.TQ310.60 • • ,. ! 4��� I I • owl WA _k'E IVAWM lip !• •86 • :. �t 0611 � • � �.:...>..,�.-,r,..-.ter. ��..-._:_,._. •.a �Ii1.r�"r ® � IS 1 MATCHLINE: SEE SHEET C137 /fNYSDEC 100' r WETLAND BUFFER NYSDEC AND ACOE I NYSDEC 100- REGULATED WETLAND ADJACENT AREA -� --•!�� — EXIS NG TREE E (TYP) JEFFERSON A VENUE <PuBLUC 0. w. VARlEs> I JEFFERSON AVENUE IMPROVEMENTS - SITE PLAN SCALE: 1" = 30' i CLEARING LIMITS (TYP) / i \ \ WORK LIMITS S s M MATCHLINE: SEE SHEET C137 / WORK LIMITS i I / ra ENEjCLEE Ef f 57 f CO-2 5` N 4" INV IN=30 80 e SW V, INV OUT-30 so T � i j 1 A _ ,.- � !'� may,..-•- "�._ eci h r QF' DIR CION'LJY "er- _7 \\� ILLED"FORCE MAIN:IT, ) f �. �..-.s.-..--• ��' �? I� .�.-� s'�� �� 3" DR11 I�'DPE R FOR �' o �. o - r _ _.. �_ - — - aa' MAfi1 FROM OJ�ITJ< U PST -_ EXISTING A 0 E NH `'�.. _ w � - `: _____ -�-�-` � c TO REMAIN (TYP) � � � � ,� � S — — - d "$ s 5 L& °tXlf=! ac 11 d - s � �' (STING SMH => `. �: �`� �, •� �`. t „ a no r - ^ ____ ___ _ " V TF=308.95 i XI TING MANHOLE TO � . ' ..?PROVIDE INSIDE 1 EXISTING 8 . PVC �, `�°---- — -�- � � �, �. � ` PUBLIC R. O. W. I/ARIES� SANITARY I�tAIN --- - INV IN=299. JEFFERON A I/ENUE< IS„NG SMH a�, /DRk FOR CONNECTION'' FORCE MAIN. AUT=299. -� - " _ �, -- "- �' , --- �s.--.,, Y - ' SE NOTE 4 OF SEWER ON NOTES. C570` _ =nD 308.10 G F=XISTING PVC ,� "'-...,-®.� ^IF+IV IN-3004� -- - SANI`14 IN �,.�r -� �' 8" INV OUT=300.39 EXISTING SMH ___-_ M °c _ AHQ s --_ AiHO A)YO - - _�®.� MHti MHtt " TF=309.54 -- MHO Aq0 MHfi ti ,a.�37Nib'1S `d9 � r' f 3 INV IN=301.05 E 1 8 INV IN 299.03 +� .! 1" INV OUT 298.89 °� k EXISTING SARXTOGA C fUNT`f SEWEt�, ° DOTRI J (SCSD) CRESCENT Ii WE PUMPS f A t 0 �V bury TATION. CONTRACTfOF`2/TTO RETROFIT' / °� �cq �P� REO CRESCEN A PUM TION NQ TES. IN UTILITY & EROSION & SEDIMENT CONTROL PLAN N AVENUE IMPROVEMENTS GRADING, 4 JEFFERSO .�V 4R, a --' C136 SCALE: 1" = 30' Approved under the authority of a resolution adopted 2 Z by the Planning Bo �ozityp a Springs. chairman " �V Z (date fined) CRESCENT AVENUE PUMP STATION NOTES: 1. ALL PROPOSED WORK TO BE PERFORMED UNDER THE SUPERVISION OF SCSD. 2. EXISTING PUMP STATION DATA 2.1. DRY PIT CONFIGURATION WITH WET WELL BELOW 2.1.1. PRECAST CONCRETE WET WELL 2.1.1.1. 8'0 2.1.1.2. 15' HEIGHT 2.1.2. PREFABRICATED STEEL SMITH & LOVELESS DRY PIT 2.2. PUMPS 2.2.1. TWO SMITH & LOVELESS MODEL 4B2D*1 PUMPS 2.2.1.1. 7.5 HP PUMPS 2.2.1.2. 7"0 IMPELLER 2.2.1.3. 1,800 RPM 2.2.1.4. 350 GPM ® 37 FT TDH DESIGN CAPACITY 3. PROPOSED IMPROVEMENTS 3.1. CONTRACTOR TO PURCHASE AND INSTALL THE FOLLOWING REPLACEMENT PARTS FOR EACH PUMP (ONE CLOCKWISE, ONE COUNTERCLOCKWISE): 3.1.1. 4" CAST IRON VOLUTE WITH GASKETS, BOLTS, AND HARDWARE 3.1.2. 7-3/8" IMPELLER FOR EXISTING 4B2D PUMP WITH HARDWARE (NOTE CHANGE IN SIZE FROM EXISTING) 3.1.3. SEAL KIT WITH BRONZE SEAL HOUSING, O-RINGS, BOLTS, & B-SHAFT SEAL HOUSING SEWER EXTENSION NOTES: 1. THE FOLLOWING NOTES ARE APPLICABLE TO ALL PROPOSED ONSITE AND OFFSITE SEWER WORK. 2. ALL PROPOSED WORK TO BE PERFORMED UNDER THE SUPERVISION OF SCSD AND IN ACCORDANCE WITH SCSD STANDARDS. 3. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS PRIOR TO PERFORMING WORK. 4. CONNECTION TO EXISTING MANHOLE: 4.1. CONTRACTOR TO ENSURE THAT THE PROPOSED CONNECTION LOCATION WILL NOT CONFLICT WITH THE EXISTING STRUCTURE STAIRS. NOTIFY ENGINEER OF ANY CONFLICTS. 4.2. ENSURE THAT THE PROPOSED CONNECTION CORE MAINTAINS 8" MINIMUM SEPARATION FROM ALL MANHOLE JOINTS. NOTIFY ENGINEER OF ANY CONFLICTS. 0 30 60 90 ORIGINAL SCALE 1 "=30' LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com A v��l �OF 30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WJK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: OFFSITE IMPROVEMENTS PLAN DRAWING NUMBER: C136 U 0 v cm o� to O 01 0 co o c J ' MATCHLINE: SEE SHEET C135 ___________________________ NYSDEC 100' WETLAND BUFFER NYSDEC 100' ADJACENT AREA `y i f �- NYSDEC AND ACOE REGULATED WETLAND i I NYSDEC 100' ADJACENT AREA 1 i I8 DIRECTIONALLY DRILLED 3" DR11 HDPE SANITARY FORCE MAIN 20-d NYSDEC 100' WETLAND BUFFER I i I � MATCHLINE: SEE SHEET C136 DISTURBANCE LIMITS (TYP) CLEARING LIMITS (TYP) FORCE MAIN CONNECTION - SITE & UTILITY PLAN SCALE: 1" = 30' ' MATCHLINE: SEE SHEET C135 __=----=r---_ —_--- _--------,_-_ x 44 ris 0 a x � / x .s ' �- I _ SILT FENCE (TYP)__ C550 l ? I I 1 f } 5A 1A 1 CA / _--- b DISTURBANCE / LIMITS (TYP) f1 �` ;A z, i I y I ix MATCHLINE: SEE SHEET C136 FORCE MAIN CONNECTION - GRADING & EROSION & SEDIMENT CONTROL PLAN SCALE: 1" = 30' 7 -- is —i—� 8" CL52 DIP 8" 45' i. WATER MAIN BEND i i MOUNTABLE CURB AT i 8" 4 30 GRAVELPAVE2 ACCESS i BEND e -POROUS ASPHALT PAVEMENT PAR ING STA LS ( i 8" 45- :'" BEND M TC31009 TC:309. BC:309:59 BQ 309.4 TQ 309.86 4f Wo 4• TC:309.64 BC:3 BC:309.14 SILT SACK INLET PROTECTION (TYP) Tc: Bc: Z� — GRASSPAVE2 9 ACCESSNCY C531 WORK LIMITS (TYP) 1 8" 22.5' _ BEND NON -JURISDICTIONAL WETLAND 8" CL52 DIP WATER 7 41 MAIN (TYP) 4f e \. % 8 1f t 11.25' t� EXISTING 1jRE CLEARING LIMITS 'N BEND .F LINE C YM (TYP) CAST IN PLACE 6 CONCRETE CURB (TYP) 8"X10" TAPPING -- LIGHT POLE (TYP) C560 SLEEVE AND 8" CL52 DIP \ VALVE WATER MAIN NON -JURISDICTIONAL WETLAND WATER LINE CONNECTION PATH - SITE & UTILITY PLAN SCALE: 1" = 30, WORK LIMITS'4 (TYP) . `� STABILIZED CONSTRUCTION 1 �� ACCESS C550 INSTALL EROSION CONTROL 9 BLANKET ON ALL SLOPES 3:1 (H: V) OR STEEPER (TYP) C550 \ Zs' TC:309.41 ' BC:308.91 NEW* �® `* !' ems: � ■� � . • - . ... ft*_F l jam► "$► I► P it WA�N`�ii"�1!1'r1 ■ .aa��� SCALE: 1" = 30, Approved under the authority of a resolution adopted by the (dale) Planr' Board o e ity of Saratoga Springs. G airman (dat i ned) NG VIF. 5 LaBetLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF NEW y T R J OHiy O,P� V ' xeg toR V' .a 080081 SSIONP� EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 I LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WOK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME UTILITY CONNECTIONS PLAN DRAWING NUMBER: C137 Cz J 1 N N O) cz C 7 O S C) cz '2 O a o iv LO 'o 0 a J to m N O O J N sa g O DO r CASINO CONNECTION - DEMOLITION & SITE PLAN SCALE: 1" = 30' NOTE: CONTRACTOR TO NOTIFY/COORDINATE WITH CASINO ON ACQUIRING TFMPOPARY FASFMFNTC eC M17M n eA•n WnMe MI rec°K°n DDnDCDTV CASINO CONNECTION - GRADING & EROSION & SEDIMENT CONTROL PLAN Approved under the authority .. of a resolution adopted SCALE: 1" = 30' 11 ±� Iby the of Saratoga Springs. Lam._....,.....- .. •' • LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com of NEW y T T G),), ��R JOHH O,p� • 1 w N � ��O�,Obl 30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 Liberty .'tt• i 1 iAFFORDABLE HOUSING IW LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: Ij X ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: CASINO PEDESTRIAN CONNECTION PLAN DRAWING NUMBER: C138 N � LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF oNE{y y T do 0'6 R�FESSI4NP EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 11bert-y AFFORDABLE USI1 INC. Approved under the authority of a resolution adopted by the .{date signed} LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WOK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME: GRADING & DRAINAGE PLAN DRAWING NUMBER: C140 0 w NI N N N 0 C-)I T Q U y O C 0 0 o� 0 i cc as J LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF NEW y T J �HN 0, A V800a' R�FESSIONP LEXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 Liberty a A.11IFFORDAM HOUSING INC. Approved ender the authority of a resolutti�on adopted Lle _ by the I so thy: ity of Saratoga Springs. LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WX ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: EROSION & SEDIMENT CONTROL PLAN DRAWING NUMBER: C150 0,:3 LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com EXP: 6/30 2028�0A\�ESS It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 Liberty AFFORDABLE HOUSING INC. Approved under the authority of a resolution adopted Springs. LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: W JK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: Cz J [� I UTILITY PLAN DRAWING NUMBER: C160 co to C CD 0 c` ccs cA is J N N N .y O 2 cc `o J Q y � 6> � 2 O t r Q CD CO N C4 CD � 66 ------------- ----- y — 1 G u:�}; 8 09C SDR-26 I A SANITARY 10,11 GRA SEWEt� SEWER/WATER C56 CROSSING o i 309 KI SM -1 SEWER CROSSJAfG43 SMH-2 RE TO SHEET I S S Ste. {t r.. � ^.fir- � s •i. I a .ram , �"{� '�,r, �" �zs,-5 -si..r , m 'b r K) I I 10 11 SANITARY I >_ C560 SEWER/WATER CROSSING- I, I � k i SANITARY SEWER/WATER C560 SEPARATION Ir — - I L Ir :J {I • GR- r r I I I SEWER-`M-ANHOLE (�) ° C570` is .a t; i�•I ► ''! �° \ 8"` PVC SDR-26 GRAVITY -SEWER" SANITARY SEWER 1 3os ��,� �� PUMP STATION olb // 4 I S -3 - . * SPS- xaft' Fill MA �L_% '� REFER TO SHEET C171 FOR \ CONTIN TION A Me"11,11, y � r '. 1 � sr .,,, • '� �p'1 �p� Z1° 3na.22 1 3 { NYSDEC 100' h; — I� r�> NYSDEC 100' ADJACENT AREA WETLAND DUFFER t GRAVITY SEWER FROM SOUTH BUILDING - PLAN VIEW SCALE: 1" = 30' 330 330 { � I ; CLEANOUT I TF=311.05 STA 0+5 I INV THRU=304.90 € SPS-1 8'0' (SANITARY SEWER PUMA STATION) 10.15 61 LF-8" PVC SDR-26 ® 2.00% € STA 4 320--- S STA +38 SMH-� � SE 8� IN�IN=301 62��� � 320 TF=310.81 SMH-2 I SMH-3 (2) NW 3" INV 6UT=303.30 STA" 1+61 TF=309.36 I TF=409.50 N 8 NV IN=304.54 PROPOSED GRADE STA 2+03 3 ( STA , 3+78 S 8" INV IN=303.78 i E 8" INV IN=30,g.97 SE 8" INV IN=402.00 = W 8" NV OUT=303.68 10" HDPE STORM NW 8" INV OUT 302.87 NW 8" INV OUT=y 01.90 PIPE CROSSING 310 �. �_ m- _ _ _ 0 Z .. _ EXISTING GRADE 142 LF-8" PVC SDR-26 ® 0.50% 175 LF-8" PVC SDR-26 00.50% BUILDING CONNECTIO oo z 300 _ .__� 8" MhV=3fl5r V, N3-- WAATER __ .. 00 00 ? PIP CROSSING = 6" DIP WATERS 8 DIP WATER.._�� � T j a0 PIPE CROSSING PIPE CROSSING 56 LF-8" PVC StR-26 00.50% I REFER TO SHEET ; I C170 FOR CONTINUATION I 2 290 90 �t 00 pp P rn O p ^ N N (D 00 co 0 0 M M r0 M ►0 M M M 0 M 0 o 0 r0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+38.16 GRAVITY SEWER FROM SOUTH BUILDING - PROFILE VIEW HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 10' REFER TO SHEET C171 FOR CONTINUATION GRAVITY SEWER FROM NORTH BUILDING - PLAN VIEW SCALE: 1" = 30' 330 320 CLEANOUT - TF=311.05 STA 0+5 INV THRU=304.9 310 EXISTING GRADE — BUILDING CONNEC11ON -- 8" INV=305.00 300 330 320 PROPOSED GRADE REFER TO SHEET C170 FOR CONTINUATION z 310 SMH-1 TF=310.81 d STA 0+23 N 8" INV IN=304.54 S 8" INV IN=303.78 W 8" INV OUT=303.68 300 23 LF-8" PVC SDR-26 ® 2.00% 290 290 M N N N M PO M M 0 +00 0+23.23 GRAVITY SEWER FROM NORTH BUILDING PROFILE VIEW HORIZ. SCALE:1" = 30' VERT. SCALE: 1" = 10' Approved under the authority of a resolution adopted Z by the Planning d e Ci a ga Springs. Chairma (date signed) • 3 0 .1 '0 ORIGINAL LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com T 28 I It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: $ED REVIEWED BY: WJK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: GRAVITY SEWER PROFILES DRAWING NUMBER: C17 0 FORCE MAIN - PLAN VIEW SCALE: 1" = 30' 325 325 320 320 31 310 REFER TO SHEET C170 FOR CONTINUATION 30 300 290 290 280 280 O vi 0 0 r7 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+25 LLJ L PROPOSED GRADE y + � �_ I I I SCO-2 TF=309.20 { NE 4" INV IN=303.80 j S 4" INV OUT=303.80 � T�=3 0026 � S'fA 0+75 + � � NYSDEC 10� ADJACENT I I " E 4 INV IN=303.85 0 I AREA:: LIMITS W 4" INV OU>� 303 85 3 � EXISTING GRADE a LIMIT NYSDEC AND + I -...� � _� � _ z .. ¢F � o_ , DIRECTIONAL 'U.) � DRI N ACOE REGULATED _� .__ -.. � _... � �. � � � � _._. � ._. _._ � � -.. ` � r ..� � ®� � _.._ � ®_ .� ®e._.._ W Z 3 1N-LtNt*, C570 CLANOU`� ANEW AIR RELIEF VALVE tG . r. Ii o J EFF � ON -STREET _._a. ---__._ Awo —_ AWO DIRL TIONALLY.fDR a EOF2CE MAINr,.•(TYP / 12"MPCULViT; ' 3" DR 11 'PE CROSSING l SANITARY FORCE MAIN *4SSUIED TION s'OF, 1V f M OSS�ING RCORD NGS� ,y EXISTING r EIANHOLE N FORCE MAIN - PLAN VIEW SCALE: 1" = 30' 325 320- 310 - 300 - 2so - 280 d of 0 FORCE MAIN - PROFILE VIEW HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 10' SCO-2 y TF=309.20 I STA 7+99 SW 4" INV OUT=�303.80 I 51 LF-�" DR11 HDPE i 06.26% EXISTING I � GRADE + W Q � DIRECTIONALLY DRILLED FORCE MAIN 44 LF-3" DR11 HDPE I I ®-1 Oo% EXISTING SMH PROPERTY E TF=309.54 LINE 3" INV IN=301.05 EXIST.3 8" INV IN=299.03 EXIST. 12" INV OUT=298.89 M N � o rn M M Eh M M 7+75 8+00 325 -320 EXISTING 12" CMP CULVERT CROSSING ASSUMED LOCATION OF EXISTING 10" WATER MAIN CROSSING. 5' COVER ASSUMED - 310 r300 DIRECTIONALLY DRILLNEW CONNECTION TO EXISTING MANHOLE. C570 PROVIDE INSIDE DROP. - 2so - 280 8+50 8+93.73 FORCE MAIN -PROFILE VIEW HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 10' NYSDEC DIRECTIONAL DRILLING NOTES: EROSION AND SEDIMENT CONTROL NOTES: 1. EROSION AND SEDIMENT CONTROL WILL BE USED AT THE POINT OF DRILLING, SO THAT SEDIMENT LADEN RUNOFF SHALL NOT ESCAPE THE DRILL SITE AND ENTER THE WETLAND. 2. THE DISTURBED AREA WILL BE RESEEDED UPON PROJECT COMPLETION. DRILLING FLUID MANAGEMENT NOTES: 1. DRILLING FLUID CIRCULATION SHALL BE MAINTAINED TO THE EXTENT PRACTICAL. 2. IF A FRAC-OUT OCCURS IN UPLAND AREAS, THE FLUIDS SHALL BE IMMEDIATELY CONTAINED AND COLLECTED. IF THE AMOUNT IS NOT ENOUGH TO ALLOW PRACTICAL COLLECTION, THE AFFECTED AREA WILL BE DILUTED WITH FRESHWATER AND ALLOWED TO DRY AND DISSIPATE NATURALLY. IF THE AMOUNT OF SURFACE RETURN EXCEEDS THAT WHICH CAN BE COLLECTED USING SMALL PUMPS, DRILLING OPERATIONS SHALL BE SUSPENDED UNTIL SURFACE VOLUMES CAN BE BROUGHT UNDER CONTROL. 3. IF A FRAC-OUT OCCURS IN AN ENVIRONMENTALLY SENSITIVE AREA (I.E. WETLANDS AND WATER BODIES) THE RETURNS SHALL BE MONITORED AND DOCUMENTED. DRILLING OPERATIONS MUST BE SUSPENDED IF THE SURFACE RETURNS POSE A THREAT TO THE RESOURCE OR TO PUBLIC HEALTH AND SAFETY. REMOVAL OF RELEASED FLUIDS FROM ENVIRONMENTALLY SENSITIVE AREAS WILL TAKE PLACE ONLY IF THE REMOVAL DOES NOT CAUSE ADDITIONAL ADVERSE IMPACTS TO THE RESOURCE. NYSDEC SHALL BE NOTIFIED IMMEDIATELY AND A WRITTEN MONITORING REPORT SUMMARIZING THE LOCATION OF SURFACE RETURNS ESTIMATED QUANTITY OF FLUID, AND SUMMARY OF CLEANUP EFFORTS SHALL BE SUBMITTED WITHIN 24 HOURS OF THE OCCURRENCE. NYSDEC MAY DIRECT THE PERMITTEE TO TAKE ADDITIONAL CLEANUP EFFORTS. HORIZONTAL BORING PROCEDURES NOTES: 1. BIODEGRADABLE DRILLING SOLUTION SHALL BE USED TO MINIMIZE HARM TO AQUATIC SPECIES IN THE EVENT OF A DRILLING FRACTURE, WHICH COULD RELEASE THE SOLUTION TO THE SURROUNDING AREAS. STREAM AND WETLAND CROSSINGS SHALL BE SUBJECT TO THE FOLLOWING: 1.1. EXIT AND ENTRY POINTS SHALL BE DISTANCED FROM THE STREAM BANK SO AS TO MINIMIZE DISTURBANCE, TO THE EXTENT PRACTICABLE. 1.2. PRIOR TO BORING, ALL SEDIMENT STABILIZATION MEASURES SHALL BE IN PLACE TO PREVENT UNNECESSARY EROSION AND ASSOCIATED TURBIDITY OR SEDIMENTATION IS PERMITTED. 1.3. NO INCREASE IN DOWNSTREAM TURBIDITY OR SEDIMENTATION IS PERMITTED. 1.4, ANY WATER ACCUMULATED IN THE ISOLATED WORK AREAS SHALL BE MANAGED IN A MANNER THAT PREVENTS A VISIBLE CONTRAST IN THE STREAM BELOW THE WORK AREA. 1.5, A FRAC-OUT CONTINGENCY PLAN SHALL BE IN PLACE PRIOR TO CONSTRUCTION. 1.6. EQUIPMENT AND PROVISIONS OF THE FRAC-OUT CONTINGENCY PLAN SHALL BE READILY ACCESSIBLE FOR LOCATIONS WHERE STREAMS OR WETLANDS ARE CROSSED USING HORIZONTAL DIRECTIONAL DRILLING TECHNOLOGY. DISPOSAL OF DRILLING WASTE NOTES: 1. UNCONTAMINATED DRILL CUTTINGS AND DRILLING MUDS FROM DRILLING PROCESSES WHICH UTILIZE ONLY AIR, WATER OR WATER -BASED DRILLING FLUIDS ARE CONSIDERED TO BE CONSTRUCTION AND DEMOLITION DEBRIS UNDER 6 NYCRR PART 360 (SOLID WASTE) AND CAN BE DISPOSED OF AT EITHER CONSTRUCTION AND DEMOLITION (CBcD) DEBRIS LANDFILLS OR AT MUNICIPAL SOLID WASTE (MSW) LANDFILLS. DRILL CUTTINGS FROM DRILLING PROCESSES WHICH UTILIZE ANY OIL -BASED MUD OR POLYMER -BASED MUD CONTAINING MINERAL OIL LUBRICANT ARE CONSIDERED TO BE CONTAMINATED AND CAN ONLY BE DISPOSED OF AT MSW LANDFILLS. DEWATERED DRILLING MUDS INCLUDING ANY OIL -BASED MUD OR POLYMER -BASED MUD CONTAINING MINERAL OIL LUBRICANT CAN ONLY BE DISPOSED OF AT MSW LANDFILLS. figs. ,approved under the authority' of a resolution adopted ORIGINAL SCALE 1"=30' LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF NEW y T 7 C,` JOH/y O,p� w 4w Xeg IOR �V' 08008 A��FESS 1 ONP� EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 AFFORDAW HOUSING INC e4 LIBERTY AT SARATOGA CRESCENT AVENUE &BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WOK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME: FORCE MAIN PROFILE DRAWING NUMBER: 171 ® t � im - ■ O ,� +�.,. �+► w � : 4O ���►e�r�.O,a,r,��► _ %y►/r�r�.�.S�i.'`�i1i'��.r�r.�rr,lni m m7 m .. m m ■ w 0*0*03 m � m m „ :. � A> ', ■ / ■ . n M k } }k+ • - i4i� �� Y+ri4} -k "g�. y, S Aih� 'k ,s d . - -- - ,�_ �- � � � °� .... � . 0 4 : � oo� ■► © � � � , o !� ..- c►°�r �1 � �r n a o o e, � �! � �i °4 �o., m g. r L0 1 . MEN ILE i „ �� � � ■ O m ��I ;JI�D m m ;� ■ a } m . I I, ' Q lab } � . , �:.. a,k,�, ' . +*' , ' � �� ■ f � , < m . < P, 05 ► 000'g�4000 O �j1 O ' a0 ��►� O O O Q"r 9 0" f o � ® © ■� p ��•� ►fir• © �ii p �® O o ■ �J ter... PF MP' n NMI Idles Mrs FA o i1'! ° o0 0►i Mir, oo■o ■ m ►►' © `� o _, °�O.ir.:0:.:l - O.�I•�O° ■, ■ m ovOr'�®ll�rr®YrOrv�rr®�■ram ■iD O rl ■10 b z � 5 �r r !" v Va DECIDUOUS TREE IVA 181 , dS .o m L O ,O 0111 . �Qij o3 + + + I �x- c + + + + Ac P, 3 3 3 •� I I 4 F _3as 1 Ac He —_ . ar �.- Am 0+ r ,rn Ca Ca Ca .• I He 1. + + + w- ..: `, ° s»; .. � __ He He .J: r.: �•t - -_ `�..kz,. r r- 1 Xc I � 1Sco 7 i + I I He MP 1 a MP 'aloM® g M M M y GL 1 371 _ * TC a� 1 " "o _. PLANT LIST �� 9 0 5- _._.....__ � � . _� FOUNDATION SHRUB PALETTE: M M Xc SUN (LARGER `�� ` n e, • Amelanchier canadensis (Shadbush) • Cornus sericea baileyii (Baily Red Twig Dogwood)' • Forsythia x Northern Gold'Xc �i r c, 1 • Myrica pennsylvanica (Northern Bayberry) i • Sambucus racemose (Red Elderberry) • Viburnum latana 'Mohican' (Mohican Viburnum) • Viburnum nudum 'Winterthur' (Winterthur Viburnum) • Viburnum tomentosum (Doublefile Viburnum) SUN (SMALL): tb :t • Aronia arbutifolia 'Brilliantissima' (Brilliant Red Chokeberry) + I • Buxus spp. (Boxwood) • Callicarpa americana (Beautyberry) / r • Calycanthus floridus (Common Sweetshrub) • Caryopteris x cladonensis 'Dark Knight' (Dark Knight Bluebeard) • Cephalanthus occidentalis (Buttonbush) • Ceanothus americanus (New Jersey Tea) `-- • Clethra alnifolia (Summersweet) n, • Ilex crenata 'Steeds' (Steeds Upright Holly) • Ilex glabra (Compact Inkberry) 1 • Ilex verticillata (Winterberry) • Potentilla fruiticosa (Potentilla) • Spires x bumalda (Spires) 3• � ,- - SHADE (LARGE): • Hamamelis virginiana (Witchhazel) {, 12; , • Kalmia latifolia (Mountain Laurel) • Lindera benzoin (Spicebush) u- �- • Viburnum lentago (Nannyberry) • Viburnum prunifolium (Buckhaw Viburnum) SHADE: (SMALL): • Aronia melanocarpa (Black Chokeberry) • Clethrea alnifolia (Summersweet) • Comptonia peregrina (Sweet Fern) • Hydranea macrophylla (Bigleaf Hydrangea)'d ME He QTY ABRV BOTANICAL NAME -7 _7 COMMON NAME SIZE COND I SPACING REMARKS TREES 2 AC Acer Compestre 'Queen Elizabeth' Queen Elizabeth Hedge Maple 2.5" Cal. Min. B&B As Shown Limb Up 5' (TYP) 2 AS Amelanchier spp. Serviceberry 2" Cal. B&B As Shown Single Stem 9 PS Prunus 'Accolade' Accolade Cherry 2" Cal. B&B As Shown 5 CO Celtis occidentalis Hackberry 2.5" Cal. Min. B&B As Shown 6 GT Gleditsia triacanthos inermis Thornless Honeylocust 2.5" Cal. Min. B&B As Shown 4 MP Malus 'Prairifire' Flowering Crabapple 2.5" Cal. Min. B&B As Shown Single Stem 4 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2.5" Cal. Min. B&B As Shown 9 TC Tilia cordata Little Leaf Linden 2.5" Cal. Min. B&B As Shown 8 UA Ulmus x 'Accolade' Accolade Hybrid Elm 2.5" Cal. Min. B&B As Shown Fall Transplant Hazard 5 AR Acer rubrum 'October Glory October Glory Red Maple 2"-2.5" Cal. B&B As Shown 4 AL Acer saccharum 'Legacy' Legacy Sugar Maple 2"-2.5" Cal. B&B As Shown 2 QB Quercus borealis Northern Red Oak 2"-2.5" Cal. B&B As Shown Fall Transplant Hazard 2 QP Quercus palustris Pin Oak 2"-2.5" Cal. B&B As Shown 2 CL I Carpinus caroliniana American Hornbeam 2"-2.5" Cal. B&B As Shown 2 NS Nyssa sylvatica Black Tupelo 2"-25' Cal. B&B As Shown Fall Transplant Hazard SHRUBS 14 Am Amelanchier canadensis Serviceberry 30"-36" Ht. Cant As Shown 12 Cb Cornus sericea boileyii Bailey Red Twig Dogwood 30" — 36" Cont. As Shown 4 Mp Myrica pensylvanica Northern Bayberry 30"-36" Ht. Cant As Shown 8 Sr Sambucus racemosa Red Elderberry 30"-36" Cont. As Shown 46 Ar Aronia arbutifolia 'Brilliantissima' Brilliant Red Chokeberry 30" — 36" Cont. As Shown 36 Cd Calycanthus floridus — Common Sweetshrub Carolina Allspice 18"-24" Ht. Ht. As Shown 48 Ca Clethra alnifolia 'Hummingbird' Hummingbird Summersweet #3 Cont. As Shown 35 Pf Potentilla fruiticosa Shrubby Cinquefoil 30"-36" Ht. As Shown 22 Hm Hamamelis virginiana Witchhazel 3' — 4' Cont. As Shown 13 Nb Viburnum lentago Nannyberry Viburnum 36" Cont. As Shown 85 Ac Aronia melanocarpa Black Chokeberry 30" — 36" Cont. As Shown 21 Ci Comptonia peregrina Sweet Fern #3 Cont. As Shown 93 He Hydrangea macrophylla Bigleaf Hydrangea #5 Cont. Cont. As Shown white, blue, pink, red, lacecap 92 Va Viburnum acerifolium Mapleleaf Viburnum 24"-30" Cont. As Shown 49 Xc Ile crenata 'Steeds' : Steeds Upright Holly 6'-8' Ht. As Shown w • Hydrangea paniculate 'Wim's Red' (Fire and Ice Panicle Hydrangea) AREAS OT`SPECIFICALLY GAL ED OUT FOR NEW IMPROVEMENTS SHALL BE T SOILED S EDED WITH LAWN SE & MULCHED, TYP ALL DISTURBED :t, E WX, , ( ) • Ilex glabra (Inkberry) % r : € \ T, i_' f • Leucothoe fontonesiana (Drooping Leucothoe) • Symphoricarpos x doorenbosii 'Marleen' (Marleen Coral Berry) 1 LANDSCAPING PLAN • Syringa patula 'Miss Kim' (Miss Kim Lilac) • Viburnum acerifolium (Mapleleaf Viburnum) C180 SCALE: 1" = 30' • Viburnum dentatum 'Christom' (Blue Muffin Arrowwood Viburnum) • 30 .• •• •- • LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF NEW T - w f ffww %CE SOR V ��A 0800a1 �,2 ��FESSIONP� LEXP: 6/30 2028 i It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 Approved under the authority of a resolution adopted reZ,� by the PI Springs. LIBERTY AT, SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WX ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME: LANDSCAPING PLAN DRAWING NUMBER: C180 3 LU J N_I v N N N N N c y O S d ctl J a T N 41: °o 0 a T JD mCN O o o 0o r 0A U+ + I 0.0 °'°+ + 0.0 °'°+ + + OA+ 0.0+ + OA 0.0 °A+....,. ao + 0 + oA + a° 10 + ua oA oA+ + aD+ + ao °A+ + Q.D ° °+ + ao oA+ + oA oA+ + ao oA+ + ° o.o+ + ` ao o.o+ + a0+ + 0.0 U+ { 9 ao o + + QA a°+ + ao+ + DA + 0.0 + ao + o,o 6p aD + ao + pA o.o + + as ao °S+ ,p ao -F + a0 Q0+ r } ao + + a0 °,0+ „ a0 + t 0.0 0 + + 0. + ? 0.0 OA+ + 0.0 0.0+ + DA* + `0..,. O.0 + 0.0 + OA t 0.0 + 0.0 0.0 0,0 } OA t OA + t OA+ p,p A UA+ + ! 1, ao OA+ t 0.0 0.°+ + 0.0 0 + ,1 °a+ OA + +�°°"+..,"",."..•.-�%-- 0.0 OA.F'� + OA dot + O:p 0.0 + \\ UA OS+ 0 } t_,j� + {, 0.0 + OA t 0.0 t + _._.�,p..,�>.6._�p,p 0.6+ _....®,..°:°'�• t -= 0,0 OA+ 0.0+ t OA OA+ Q0+ + 0.0 °At OA+ +\ \fir 04. F 0 + + +' 0.0 i OA+ 0. t } j� 09 0:0+ OA+ + 0.0 0,0+ Q0+ } QA 0.0 t p,� oA 0.0+ ti p� f OA+ t 0.0 0,0+ t 000.0+ + DS+ aP + % 0-0+ U+ + 0.0 + OA+ t I 0A+ Q0+ 00+ + p,p OA 0.0+ OA+ OA+ { OA+ 0,0+ 0.3 0.3, + O+ + 0.0 t - + I € y 170,0+ a0+ + 0.0+ t t ao % a0+ + 0 0 { �_. TVw OA 0.°+ 01, :+ ,,,.� p� tU + ! 0.0 °'°+ + ao °A+ + 0.0 DS+ w ° + oA 0-0+ + ' C'i oA + + t oA 0.0+ + 0.0 0.0+ + 0A \ t 0.7 0.7p DA+ OA+ + a0 4+ OA ° + 0} t OA a0+ °'o+ t 0.0 0.0+ Q0+ + + } DA ao+ oA+ �°+ +� �. [ U 00+ ao+ + to 0-0+ % + 0.0 0:0+ oA+ + °1+ a1+ + 06 14+ 0.0 + F t 0.D + 0.0 t QO { 1.2 + 0.0 + t 00 ""} OA + 0.0 + OA + a• OA+ Q0+ + � O,Q,,} OA+ + ;'-. 000.0+ + 0.0 0.0+ + 000.0+ + \ 0 + 0.0 t 0.0 + 00t 0.0 + 03 QO t DA } 010 + 0.0 + } 00 °At + i 0p OA+ :, t 0.0 + OA + OS Q a7 0:0 0.0t + I U+ 0.0 OA+ OA+ t OA OA+ OA+ } 0 + 0.1+ + LS L + } 0.0 t p,p + 0.0 + 0.0+ 0.0 + { OA + ao - } t oA + ao + a0 + 0.7 + 00 � a+ + I ao ao+ + 00 ao+ + U ao+ + 0.3 + + pppQQQ OAt j a0 + t 0.0 °A+ t OA O.Ot + OS °a+ 1.4 OA+± OA [ Uo Ok E __ j 0A+ } oA oA+ 0.0+ + CA 0A+ a0+ + a1 OA 00+ QA+ t L4 lA+ t t +I a [ S OA 0.0 _QOh_„e""'., „fj O. 0,0+ OA+ + 01+ 0-0 0,0+ i' to 0.0+ __+ OA+ + P�, '3 S + as g + } + 0.0 + + OA + OS A 11 a + + ai os 0.+ 0A+ + 01 00+ 0.0+ + +' + 0.7 1.6 1A+ 1.0+;,. + ao+ _.. .. 01+ a + 01 °S+ + a1 0.1+ 0.1+ °S 0.1+ 01 + 1 L + 11+ a 0.0++_...,_,Jlo+ -,� •F p,� ,..,'OS °'2 1Q '61+ _ 0'?4. a + Q3 ° U.2 01+ t 02 0b 0.1+ .1 } 0.4 1.6+ 1 AO 0.0+ ao+ + a + 0.2+ 0.?} � _ i- °z+ a�* •F � 01 °� t + L4 Q0+ + 0. °' t + 0.4 ° t + 0.4 --+ + 0.4 0' } + Ob ' t ° + 0.4 0.4 + 0.4 0.t •F p,p °' + 0.4 OS + 9 0-0+ OA+ Oa+ + 0.7 0 } + OS 0'+ � + 0.5 -F 0.+ + � + L! i• 1� + + 0.0+ 0. 0. + Ob 0.6 0.8+ + 0,06p to + oA 0.0+ t + '"""„^_ OA+ U+ pA 0.0+ �.�. -„. .. aoto + 0:0+ + ap a, OS +_.„„,,,_,,.. OA t m..,,_._,_.w._®-.---,--.•.-,•,,.- -...�'_,._'_" 0.0 t OA O.+ t to 0-0+ ao+ + ,., _... -... +,_.v-.,pA.� ,...,,, to a0+ 0 0.0 U+ + 0,0+ ao+ + DA Q0+ OA+ + 0.0 OA+ 0.0+ t + OA 0.°+ U+ } + OA OA 0.0+ OA+ + `f to0.0+ + 0.0 °A+ + p� / \ii0 �0 rf � / 00 OA+ °A+ + 0A 00+ ° + 0.0 °At + 0.0 °A+ + 1 /0.01 A ,/ CY/ I + 0.0 + OA } 0.0 } OA + 0.0 V I V OA + 0.0 + ��s�� 1 OA+ + OA 0.0+ + Q0 OA+ 0. 0.0+ + M.F,��r'rM"�sw�= 1 Ll °'-1• ����_ 0.0 0.0+ + Q0 0'0+ + 0.0 0.0+ i' ��.�� .� �' sY 0.0 + ��'� 0.0+ -. t OA OA OA+ t OA 0'Oi' + a�.������'�� pA t OA } OS t -T_ ... '����� ���P� 0.0 + + ���Taa-,�.--�s����.����T OA OA+ + OA 0.p} oa 0.1+ + ��� + ��M������M��M�a��M�� b,0 0:0+ t l D o + 01 + aA 0.0+ + ao 0.°+ + oA a0+ ! + 1 + 01+ 01+ DS 0.0+ + a 0.0+ OA+ + 0.0OA �+ + 0.0 OA+ ° °+ + + DA 0.0+ OA+ + OA OA 01 0.1 OA i 0.0 0.0 A1OA 01+ + 01+ 01+ oa °1+ I o�+ + �. ao + + o. °S+ + 1 _ o.o + + + �< p,� o Q1+ oa+ a� 1 � I o,o oA+ oA+ ao+ + oo oA+ F •F + / F p� OP j1+ a!{ + a0 0.0+ OA+ oA+ + _ Q4+ 01 + 0.1 0.2 } i• 1 0.0 0.0+ { 0.3 0. + Q4 °'1+ + I' a0 - 0 _ Q4 - + S + 0.4 --, I 0.1+ t + + + ++ + r + + + + + `_; '` t ".";t D.S + ,y. + + + + + I 0.5 0.4+ I°R+ OA OA+ �. + + + + t + < Y - 0 t ._ _,. ..,. _ O.3 .3 0 t OA OA+ t + �• ` -''0.9 °.,..., +.,,.> ,-- + I 1 0.1 a+ + 0.0 0. OA °a+ 3 + 0.7 A t 4' + t } o t 0.7 0.9 't 0.9 + Q6 + s + 0.7 0.7 + + 0.9 °'} + 0.4 I 'F ' m OA+ + 0-0+ 0•+ °At + °A+ + ae M M A iV! M q 11�+ M A + M M D/ /V1 Q9 Ma M A M --7, M q + M A a7 + I 01 I + ao 0.0 + Y! + OA + 0.8 + + oA + 0.9 + 0.9 1A + 0.9 t OA + + QJ + Q0 + 0.6 0.7 t 0.9 + OA + OA + 1A t a0 0.0 + 0.7 } 0.g + 0.7 + 6 + a9 + OJ + Q8 + 0.9 + I ,2 0A + } 0.7 + 0.7 + 0.7 } 0.7 + 0. + 0.6 + Ob + 0.7 + 0.9 t 0 ° + O,p + L0 0.9+ + 0.9 0.+ t 0.9 °+ + 0.9 0.9+ 0.6 + QO 0.+ + LC 0.9 OA+ + LO 0.9+ + Q8 « I OA+. 0:0+ + a0 0.0+ OS -F IS Y3+ 11+ + a9 L0+ 1A+ t 0.9 1'°t L0+ t LOiss"-�� + Ob °'0+ ° t + 1:0 0' + 0. t 0.9 O 'f' + 0.9 L0+ �+ + LO °' i+ 0. + A + 11 Oa+ + OA + L6 t 0,9 + 0.9 + 0.9 + 0.0 } 0.9 + 0.9 + LO + 0.9 } J I OS ° + �\ a0 0.0t + 04 OA '3+ 0.7 0.0 } OA + 0. + 0.7+ + 0.7 ° + + 0.3. °' , + 0.7 Q+ + LD+ + a2+ + 0-0+ } + 0.6 +.. + 0.0 Q7 + 0s 0.6 _ 7 ,,:.,: a>.,.:.,.. s-..,; :w, , ,,:.c • 0, °' d 0 + 0.0 0.+ p� - ...._ .., 0.1 0.1 •F + L3 -," .«. .. .,. ,.. ., ,. :. 9 17,9- rc., <, '; 9 0,9+ O,t + Q9 a } 0.9 0:+ 6 + ,^ y °,+ ..� `^ ,s : 0.9 + 1 - /�t 0.0+ 0.0 °A+ } 6 t r.XT : ' :. A* + + + _�. A •F t 0.8 Q9+ + 'r t ,z I i, + I -"I ao + L4 '+ ; _ __ + _., _ `. ' + iG .. � , ;. A14 . OA aD+ „-i., .-....,,,. ,, .,.---.-..__.�- , .___ _ - 0.4 ,, , aXY y.. z, .. 0.0 OA 0.7 a7 0.0 1 �+_-.,-..., s-._,. _. - ,. .0.6 , - _„ ,. .. ,. :. X°".. ,.. , -. -,. QS -.: 0.3 + -p,� B DA + + 7 + L,4 +.. ,. + �+ + # _ ®_ ..� '6'd :- + :! •F+a + . 0.4 ++. + J 07 + + 0,0 + + I+ 02 ' a7 . .,__ ... + .. , J • L -. 11 a + J : oA °'°+ + 4 + + + + ao+ + OA A ".,, ,._ `' _j r,-n+-F. ' 'r•,,. ` Q4 „-, a + + ao °'+ I- 11 + .. ; "' + - a . 4 -0.4 + o + + ° } OA 0.0+ + .,. , 0.4} + + s + + + (/ `�,,y "v,;.P, t L-�, 'F ,�._ >,,.,.- + '1 , LI + ,. 'i" 0'0+. 0 t: + 1.` 0.3 OA +/' + + + + + + R + f + g�.,. 5 + + + a+ 9-`�`•'�'�„z' . ,, + `3 + -o- + tU�) + t + oS z'i + + ;- i" .. \ p,t o 0.3 + f:.,. t jj�'��' aO I..i, _ _ + + + + +o- ., + + t + + A0`:t p,p U'0}. stv,r •` v { ` + 0.4 0.4 :.:I 0 t 0.6 } e ' - P OA + + . 0.4 0.4 .. + lA + + 0.0 } ,t• _ : �, t� '.. - Q3 0.0 t 0.7 0.0 � a0 oA L t + 1. + 1 3 +` w x- € Yt a2 1 z�' Y< a 01+ xa A A o as C OA t D,3 A os r + 4 r + + 11 ao oA+ + t°- As .:.°'+ t + t I I 0.0 oA+ + + I as t_ + r° oa 0.1+ + + a 1 OA OA DA ..- 0. ,0 1 + + : Q 0.6 .. ., + , OA 1 d r , a �t S lto Q4 X ao o. o r P A s I ao o A A to . n , ao ao 0.0 0. «s i + , to D.D + 66 � + I a a ,u 1 z. 0. ., ., ,. ,- ,,. . •.-, .0.7.:.. ..-. ... rN OA ai OA 1,4 0.0 I I _ , „ ,.. .. ,. .,.., , + OA t OS 1- OA } I - t... 0.0 �'+- L t •, O.D + 5..;:. + OA + - + ;: I OA + I .. + _. -.. - --. + + 01 + L + aD 0A I OA 0.0+ U. I ME Db+ + I pp 0.+ + 1 I ae + DA °'+ + IA °+ + 02 �+ D 0.0 + 1,2 - OJ } a7 + I 0.0 + 1 O,p { I 0.7 + U + 0.9 + �S 0.3 t I ad + 1 + 0.7 + 0.7 + I A + ,. -, -'_ ..,� I + + OJ + 0) + + 0.0 +• Ob } 0.7 t { 4 + s' '� :,.. I I } 0.7 + OA } • 0.0 } 0.3 0.7+ ` 'k 0.9 ° } + 0.9 °'} 'f 0.9 0.+ I L OA ,... .J 0.6 '.. I L 0.0 °'° +�. I 0.9 °'+ t 0.9 °'+ t L6 1 } 0.0 D + ' L1 + 1.0 + 1A + `i OA ,F R" 1 0.0 + 1.0 + 1 t 1.4 + ;? + + - 1,2 + lA LO t - OA + 0.9 + , OA + LO t 1 } Q! : L3 + LO ,/'� IA t ._ :1 QO + 11'. + + ~{ `I OA + + 0.9 °'+ + 0.9 L0+ L Ll+ + 0.0 0.0 + ^ 1,3 { 0.9 } 0.9 + 0.0 + 0.9 + OA }. A + -: .. L3 + 0.7 + 0.3 + +. 7`.,., + , - + I a } OA } � 0.9 ?„ , 0.0 } + Li'.' + Ob + Q7 + 1 I IA " + + Q7 + 0.7 + OA + 0.4 4 0.9 t 0.9 + 0.7 + + I 4• .: � Lo + a9 + a9 + •, I i oA I I. ��. '_ 0.9 1 1 ao t + + Q9 ° + + Lo °'+ + L6 �+ � : I oA+ + 0.2 °+ + 1.0 + 0.9 + Q9 + L I OA Q0+ + I 1 >.:R, 0.9 + + L' I oA 0.0+ + i I 0.9 0.9+ + a9 0. t + LS 1,3+ + , 0.1 01+ Oa + + LO 0.9 t 0,9 + A. 0. .. .: 0.0 ..�. 9 , + 0.9 W, + L 2 0.4 ':.<>_. b,9, �,e OA � . .,.. . . ,-. .._.,. .. , .,.>.,:-..,.,,. :a......, - •,:r .., >,... ,...,., „. -, 0, a 0,0 + L4 - . t >.. t .-..-, .- z ... ,•Y.. ,�,,,: .:.: ........ .. x. .. .s,.-.,.,., OA } ,. 0.3 - :.0. - Ob , .:.. ,.O.B .. • ,. ;. t L 'F QO + OA t 1 0.9 I I O.D °°+ I , 1 2t + ., oa + i.D t. ">„< a9 ao + L1 + oo + a + 14 1 01 1 ao I ao I o 0.3 + + + Lo + oA a 0.0 + L3 ,p ,,, , .. ,. , a, ' ,.. .., >..... ...... ..... a I ,,. _. fi .., ,.. ,. .. .-. A 0.7 a4 4, ,,, .,. .,..,.-, ,.•.. �.^, ,. ,.,.>, ,.irk a , DA OA DA DS .,...,. ,,,.. ( 0.0 + 0.9 + -v 1.. 0.D °'°+ + N`"<t`.v.. , .. - 0 .. ,. .r,.,. 4.. , + 0.0 16 OA OS+ OA t 0.0 + Ob + 0.0 t 1 t 0.3 t OA t } } 0 t e-- .. 0. } � OA } + 11+ a + 03 034 I # O I 1 I B? + + r •_ + : ` - •" 0.0 + `' ".. 0.6` 0.0 OAiI `e a + t 0.0 0,0+ t + OS a .�'�,, 0s + +_ + + + + + '` 0 0.3 r, +�I., -..J O,O OA+ + 0,6 0.7 ap + + + -----_-____ 7 t A + + + + a i OA + , + 0 + + OA Q0+ + j F + + + -, ° t + ° + p,p t.6.> < + _ �>=- ,_.».�::� _. •... , a 0.0 + 0.0 + + :. x, OA t I , _..i .-. - I 0.3 •F OA , _._. - - -. ,,.. _. - _ s:, �.��®__-__^._ s , + :-. + ::a ,r _.•-• ,.. ,.- •` .,� ,._.-. + 0.0 } t + _ A = 1 } 01+ I _-___per'_-- t oA + a4 + IoA + r.L a0 I 0.0 .r L._ + OA + a + _ _ _ _ LO;_ 1J a° + a7 ao + --;_"' -at - L#' e + ao + Qi 0 + OA 0. • A 0 + 0A 0.0+ { > + rs..S"+.p1gF '+° + „� _.. 1 0.0 0.0+ + " OA + + I 0.00A+ + -. oA °At + 0.0+ + I a{ - 0.+ . yt'' �+ 4s ... 1 O.D+ o.o+ ILO+ os O,0 Qo+ oA °'° °,°+ ao oA+ 1 + - I la+ + , 0.0 Q0+ + 1A t D.0 + 0. + ° -p + + 0.0 t OA t ..z 0:0 + I 0.0 + a0 t 0. OA + 0.0 + 0.0 } 0.7 '+ + °, .� DA + 0.0 +. 1 ag x£", - - 0A 0.0 + 0.0 + L- 0 0.0 + 0.4 + I 0 + 0.D + 0.1 °'�4• p,p t t 0.9 ao + oA + ao + a9 + ao + + t 0.0 t OA t 0.0 t 0.9 } OA + OA + OA + i + a1 + OA t a0 + QO + 0.T'.. - 0,0+ + 0. t 0.0 t p 01 + 0.1 + ,' °,1+ - OA A0+ + a0 oA+ + O.0 OA+ + 0.9* t' .,` 0. 0.+ 0.0 0.0+ + OA 0.0+ + 0.0 0A+ 0. ° +' I pA °'°+ ° + + 0.7 ° { I 0.0 + DA + ° + ...< . a + a0 + oA + oA + 0.6 °'+ + I I 0.0 0.0+ + 0.0 °'°+ + O, °'°+ + 0. Ob OA + 0.p + OA + .0 x � + + I oA + 0.0 + oA + 0. ae + + 0.0 + + OA t + ao + + 1 a9 + �. ao oA+ o.o + 1 :I + + OA 0A+ + 0.0 Q0+ + 0.0 O,Ot C.0-0+ + 0.0 + ao + 0.1 + + ao + oA + ao + 1 + DA oA + OA + Q,o + oA + oA + oA + + p 21 + oa + a OA o1+ t as 0.4+ OA + 0.0 + oA +..«. +OA + 0.0 + DA } i .. .4 +j aD + p 0.0 + OA } 0.0 + 1} OA + 0.0+ + 0.0 t z + $0 } 0. +� a+ + 0.0 + D,o + a0 + 0. a+ oA+ + ao + a0 �+ oA + ao °A+ + i', + + a0+ °A+ oA+ 4• I OA t 0.0 + OA + 1 0.0 0.0 t 0.0 t E < 0.0 t OA + 0.0 t OA + OA } QO °'14, + 0. ° _ + Q0 OA+ 0.0+ + OA Q0+ OA+ + OA OA+ 0.0+ } OA+ 0.0+ + 0.0 0.D+ OA+ t 0.0 0,0+ 0.0+ + OA 0.0+ 1 +I * , + 4 Ob °, 02• °S+ ` OA 0+ + 0. # - DA 0,0+ + 0.0 0.0+ + OA ° + + . 4 + , .. .. ,. OS+ OS+ 0.0 OA+ + OA 0,0+ + 0.0 Q0+ + 1 I' Q + 0.0+ + 0.1 °A+ + 0,0 OA 0.0+ + O.0 OA+ + 0.0 0.0+ + S 0 O ..,.. 0.0 0 + + OA 0.0+ + 0.0 a0+ t 1 I + 0,9 L2+ OA \°+ ...! �.. 0.0 + OA + 0,0 + i 0 + 0.+ + + QA + 0.0 + ao + _ A + 0.0 + 0.0 + 0.0 + + 0,1 + OA 01t + 9 + OA Q0+ + 0.0 °At + 0.0 0.0+ t 4 0. t 0.0 t 0.0 + OA + 4 OA \°'°+ + p,g °' OA 0.0+ t. p,0 OA+ + 0,0 0.0+ + r-T 6+ m t I OA 0,0+ + % + OA °'°+ t 0.0 to -,l °'+ JqI+ 0.0 + \ 0.4 0.6+ + 0.0 0.0+ + OA 0.°+ + OA + 0 I Q 3 } + OA 0,0+ + 0.0 0.°+ + A I I 0,0\ 0A+ + \ 0.1 0.2 t I OA t DA 0. oA 0.0+ t oA + 1.0 f . DA + + 0 t OA + + 0 '+ 0.0 0A + OAQO t + + 0.7 '° Oa + o.0 01+ + 1A•. * l + a° + D 00+ a oA+ + k oA+ + + + b ! Ip� p1+ t 0.0 0t + OA } + i' 0.0 0.0+ 0.0 + + r OA 0-0+ + .p,6 + + I OA 0.0+ + '?�, OA 0A °'t I 1 0.0 °A + p`\\ 3 St + t ' I 0,0 0.Q+ + + + Q t I �.:. #- • : „",. + _ _ _ + 0s 0.0+ t Li - 0.0 I °A+ + e o1 0. 0.+ L ` I D•+ + + _ + __ -®� �< _ DA 0.0+ Q2+ � 1.., ¢ � 0.9 0.+ �: + ': oA 0.0} -'.�- '`'�' --- A -�-- += : A ---'�'-1 A r � a7 D + + _ 0.0+ oA+ + ,lf-�+ ___- --Og+y.- ao + I ` a9 + + .I oA + L_ _- _®. + o.o + ---- t oA + 0.9 + DA + ^a- - -- '7 L___ - 03 ` 0.0 03+� ---- ,. ,. t�� ' ¢ 41 � ! � .,- �,„.s---.,,. _ ,, + ��I J_ a4 ••- „ u - 11' oA °A+ 01 01+ Iale-- A -- *- + 8 s , > .. a° r ,:: 0,9 0-0 Ro+ p g 11 0.0 + \ 0.0 OA + lii- L_3,_--- ,, OA t i. s. 0.9 } :,,k ( 0.0 + 1+ .e, 9 + ,- e + 0. OA+ + t Ll+ + OA OA °'°+ t I i '.. .. , 0.9 LO+ + OA 0.+ + ° ., : , . ... :g: ,... ry ,^.,. , c ;,,; .. ;S . 0. '+ .tea„ , 0. OS + 0.0 0.0+ OA+ A + I 7 a4 " + + 0.0 : + 7 0.9 . y- .h t ra. „ *'�x 's - �. QO °A + + +., + V- / 0.4 ; r, t 0. r Q8 , , ,-_,,... . - - - + + h ao + DA -.-. ,< .-� S 2 QO t .f _.._. .... . , , ,..s «,. ,. _. .>,.,:,. �..,.: _.,... I - 0.0 + _. IA 0.0 z .. 0.9 0,-0 a9 E DA ao m to+-�'- .. ,... ,. ,- ,v .,. x,,,:. ,.,. _ 0.9 .. , _. -<., x - ,r :,.. ._. .,>,.. + < i ! ... .. r c , , 0.1 .. ....... . ., '. 0.p .,.-.,,. ..vw 0 ..... , P ., ...,.. .e< '�/ \ ao + ,.. I'I ao I as a ; ao + qO + + L3+ :^ s .,:. :, ., .. I t OA + + + I" OA t + I 1 ._ ° L4 + 0.p + t ;_,.. / Od 0.0+ t 0.0 0.0 t :;ix..,. ,``'-..,:., > ., :> ,.. , s. 1.:1 a0 t I ,w. 0.5 + . O OA t O 11 1P L6 + SA + .+ + OA + + as + rs- 1,1 0.D+ + + + I a+ + f + + + + + 2+ L2+ + + L + Lp + ."m, } +• I 0 LS � 13 1' aH ''' S / OA °'° + 0.0 1 + 0.7 } , . I 1 OA +• �- :.(n 0. 0,+ W, _:1 O.0 lab , L4 1.4t t Lt + + ob''" oA OA, / t 0�+ oA+ OA+ + ♦ Q L1t+ + lA Lp+ ° + + LS 1.3+ La + 1 OA 0.0+ { + 0.4 O 0. + I OA Q°+ + l r} 11 14+ t 12 IS+ + 0.6 O 0.0+ } ���+!!!! 0.0 0.p + 11 1.6 + 0.0 + `'✓ •✓ 3 + + I I 0.9 + L3 } ae + 0.1 + o.o 0.0 + Os Sa t 1,4 + + I OA + I :. �.s `. ` r OA + , 0.7 t 1.3 + la + 0.3 + 0,0 E' 1 - - a IA + la + + + + 0.0 °'1 + 1 L+ 11+ + ae LO L2+ + 3 + .1 0+ + I + - '.+ � + I + 3 + 1p L3 + 1 + Ll + - 0.4 !�A OA + QO °'°+ + IE+ + 0.7 0' i+ + 1 + l 0.0 °A+ I t 0 0.3+ ^ . 0.0 °'°{ LIt + OA ° t + .4 OA+ / 0A Q0+ } ,2 `I I a0 + - Ob } t. :: < „: v Ll 0.9+ } t 0 ° + oA OA + 0. 0.7 } L4 t y OA + I �" D'6 aD t 1 OA t oA 0.0} + + o.e ° + t 1 e+ + o.o ao+ + + o.o + I ., > A o s A + a S L + ,.. L3 lA+'.., l ao + p,4 o.o + I I , x .,.-, .,�.:• . •' ,<� , � 1 + a '+ + 0,0 + 11 + •'r. , '� :.I + 0 ,-r,.,a.,. ., �' tee. x , . ,.vx, > nwx•,.._ lA OA } 0-0t LS + --?:'€ ";est..:e :��; + 0.0 Ob, • A i �y :,-._ - .:ALB 0.0 + + ^.�. .. •„ . ,. + ! + :. .�; .� :.,< `.� , r,,.-:«F# .. ;., 0.3 / oA 0.0+ 0.3 ,...... ,.....«, :,, ,k..... .......... > �.�•. ,,.-. :., ,,{.. 0.0 0.9 OA + _. , 1 _ / 0.0 OA• + 9 0.7 , ..... ,.. ,., .�&- ,.,, �E Ll:_. ....:.i DA + r + DA + + 04 1 ag , L2+ I ao+ + + t 1A 1a+ ° + + + 0.0 oA oA+ 0-0+ ,.... ..s 4 , .,... .. .,,... a»- O.S - _ J 0.0 +- 0.p 0.0 41- •r> .. , ; 4. t 0 0.0 i r t OA } ,a, '�.+•. : t,.. .. <•�. DA + 0.9 I OA - ,k., : ,-• 0.3 } / f + "at, s �``:;xa S 1 y.: .s» _.. .,.. y p ,p 0.0+ A .4 ...-i> >.�: (:1 OA t L. 9 OA } d ,..�,,. ,,,,, x,, + / OA + ao ao{ + 1 ° ,. ? ::. r B I ao oA+ + 1.1 9+ + I �+ + I a3_. t - LO ae1� °a+ + ao °n t 0.0 1+ L3 - `.• .. "" .. Ob - + I `➢ 4 .4 0. + +!% + L- 1 + + 0.D °'°+ + 9 �• + f,`« + "-' _ ., I + '-,... D11 :. :. f/') , I + + + + + ' + + + + ... �_... + 0.0+ / oA oA + a + , + a* : t� �. + . {�+ `� 3 a os� � �' a9 ao 00 t~I � + + + + + � tea' 0 + 060 / ° ; 0.0 oA 0A+ + OS 0.�, O >a7+I + + + 4 , t•�ip, O• + :: I 1 ,... 0.0. 3 - I 'r r'.. 0.9 0.9, LO f I Q4 °A+ + I 0.S 0.7 + a2 ;I!`. A 0 + OA 0.0 0.0+ + p,p? ao + + 0.0+ oA+ + 1 + a4 ° q a 1 I BOLLARD LIGHT (TYP) + 1_ + + 4 O + * a9 + + oa + + oA a0+ + 0.0 + Os ... 'a4• '' C532 $ -`.. - J -t D a + Da + > DA 0.0+ + + + OA +� + aC :. a4 F I ' i O 0.7 1. L• �;- + a7 +/q G + 8 a9 Lo + OS + + 0.0 0.6 t + + + + 'f // + 0.0+ } + I o.o +1 ae + a2 + B 04 °'+ + I ob + + ---I a+ + I+- _;_, L3 04+ oa o1+ °'+ oA °%0 ao OA + OA + L1 + t a. 0.4 t I.. + I t I 1 +, -- + // 0.0 0.0 + / + + OA 6 + + 11+ + 0.3 .. 4+ •1' °`'s _ + 0.0+ + �/ 0.0 DA+ OA + 0.6 0.4 + 0.4 ' 1 0.4 � + . )= _ _ _ _,�:.s _•� ,y IA QO } 0.0 0.0+ + p, 0.4 + + 0.7 ° + #w l ° i.. + l . 0.3 a+ + a+ + OS OS+ + A 0.0+ + + % 0.0 °.°+ + 0.1 OS + + 1 + Op D,+'-' a a 0.7 ° } t I_ + 2+ t Rom.' = -•. .+ r O + ` + `si �°fj[/ + + 1 0.0 0.0+ t tz 0.0 •F �. - I } { i r 0.6 a 0.4 Y'+ .4 + / /' �'D + % OA t. 0.0+ t \ OA °'°+ + 9 11t 0.3 - - L_. 0.7 '+ + OS 1 z. 0.0 t 0.6 Oa + 0.3 0.9 R�' q� + + OA + DA+ + °A+ t + QO °A{ + 0. �, + 0.6 0.4+ } r , 0. �+ + 0.7 T t 0.4 k �. i + a9 0 } t a0+ DA+ O OA+ OA+ 0-0+ OA+ + 0 + '-�--, + #^® _ a y + ,- L3 1.0 + + `4 0.°+ + 0.0 OA+ + .9 1p, ,b. 1. �+ 1- -� 0 + : 3 LS is L 0.9 Q7 0.3 + 1 + O,O .0 + 0.0+' + 0.0 OA + Ll -+-k ` D.?} T .1- '. '' 2+ �'•-,+ L t Q9 + + 0. + OA OA� 10+ 0. { ' Ob °' } +, k� 6 .. "+- L_ J 0.9 0.7 0.941 11 L3+ + iA 0.9 + ``1 + + ,B,p' 0.0+ t 0,0 °A+ j OA 0.°t 4 s Oa °'+ + OA+ +QS ::�•.;9:+ ,p`,\+ - -L4 Is.} 0.4+ + : 0.9 0.9E + L .1- V`t Lo + oA °.°+./ + ao 0'0+ + OA °'°+ + \ pA ° .} °} 1.3 + 0.3 0.3+ + \ ' T 7p - -Al- -, -1 O2 D.?+ t 0.9 + 1.1 + lA OA } 0,0 + \ OA + A L + a4 + 0.3 + b.6 0. + + + A + p,� 0.1 OSt + 0.D '` 0.0 '} \ OA+ t O 02} °, 0.8 0.6+ 0.1 + L2+ .n.�n,._.?-'#-' a3 + I► 2 t + 1A+M + y� 0.0.6 OA 0.3 + / D•D+ 0.0 0.0 D�D4, 0.0+ }.s.. 0.0 + ,1 0.1 + b i t , Ob M 0.$" pA + + 1 Q0+ 0.0 OA+ + ,� 0.0 D.O+ Q0+ + QO °.°+ ° + + 1,,1 L4+.. 1+ 0.4 0.4 0 �' +..t.,. .. 7t lb ;� S 1 + t 9+ + 0. ° + + OA OA+ OA} + t O O.C} + OA 0.0+ ` p,� + LO OJ+ + �\p,7 1.4+ + i �: `; 0.7 + + oS ° + 0.+ '+ 0b 0. 0.9 13 OP Oa+ 1+ / 0.O+ + t OA °A+ a0+ + 0.0 ° } U+ 0.0+ + OA U+ 0.1+ � + LO L3+ '2 0.+ `Y » 1 B + S !A �' + 0.1 p,? ,p a4 } 05 /�� + 0.0 U+ + A+ 0.0+ OA+ + \�tA 0.0 Q0+ 0.0+ + S a9F Ll+ + 1A + OA+ 0.6+ t L2 S + + 0 °'+ + + + P °.i+ O •F �+ a+ + OA S 0.+ + + Ob °'} aCA / 0. ai+ p,�+. O.°+ 0.0 "� OA Q0+ OA+ 0.+ 0.0+ + g OA 0.0+ ` + \ 0a 0.1+ + + L4 L6+ t + + .7 � + 0.2 -a,. - t '� O 0.3 ° t 0.+ -'+ _ 0.0 + QO 0.0+ ° + f OA 0-0+ + .0 �{ t 0.7 °'} B 1\ �+ ''`+ •F - 0. D.?+ - + 0.4 a3+ + / 0.0 0.0 + + 0.0 0.0 0.0+ + OA QO+ + 0.0 0.0+ + 0.6 0.+ 11 0.9 -'a } + V 0.1 i• 0.4 0.0 + OA } + p,0 0.0 + 0.0 + 0 + �f L3 + _ 0.2 _ _ t 0.3 0.3 D.3 + �(' 0.1 0.0 + + + 0.D °'°+ + Oa °' 0. + !b L7t + {. 4 't' + 0 0. t t,r_ + at °Rl 2 0.2+ D+ + a1 QS /„"+ 4' �t/OAL Q0+ OA+ } 0.0 OO ap+ + x + + OA } T OA D,D+ + + ..� OA °'°+ + QO }\ + 0. + - )9+ 0.+ IA 0.0+ - Oa a1+ O D• 1 ao + oA + a4 L3 LSoA oa LIGHT POLE (TYP) C532 a + + oA + 1 oA °°+ + \ o.Q 0.+ + + 13 + + 1 12+ + oa + + ° aD �+ + 1 01+ '+ 02 02 �* ao °A+ ao °°+ + j + 0,0 + + oA + A 0.8 + Ls + la + 1 S+ 1 .-.., ,, -: �\ , 0.0 ° + + 0.1 0. + oA oA+ + OA QI+ + L3 1.s+ + LS 1'+ + a 2 01+ `� O OA` + Od + �.../� O1 0 + OO ao+ �+ + ao A0+ OA + 0.D + 0 + > LO + 0.7 ,,. + .z 0A °A+ ® + 0.1 OS+ + 11 01+ + OS + + + oA °'+ + 0.0 0.0+ + C °, 0.0 t OA + t - t + '�i to + 0.0 + 1 U ° + 0.1 + OA + 0.0 + 0.Q + 0p + 0.7 0.9 / 0.D - 0.0 4 • 0.0 + 0.D + OS 1+ a+ 0. Q + OA OA OA } to + p111A PGA✓,, 0.0+ + OA 0.0+ \ OA+ + 0.0 O3+ 01+ •F + + + t + ,p 0.1 } % ` 01 t OA t + 0.0 + OA + / U + On/ + + + 0.0 + 0.0 + 0 + e 03 ♦ ` 0. Q7 .+ 0.8 + 0.9 + OS + �1 2 +_, _F + + oA + 0.0 + 0.0 + OA + 0.0 + 0. + OS + Oa + 0.0 + 0 + + + 0.0 + 0.0 + 0.U}/ 0.0 + 0.0 •F 6 + a9 + a + ao t,., 't o + oa + a1 + o.D + OA + 0.p OA + OA + 0. + 0 + + 0.6 + '0.A '� + 0.D { OA a0 + • 01 01 + OA + 0.0 + 0.0+ 0 + QO + p t`` 0.0+ + 0.0\,p+ + pp 0.1+ + � OA �-`} 0' OA + 0-0+ + 0-0+ + + + + QO 0.0+ A + OA + mil( 0,0 0.0+ + \ OA 0.°+ + 1 + 0.0 + DA + 0.0 + �,p 0.0 0A+ + 0A 0.0+ } 0.+ + A ` 0.6 + + A 1+ ,+ -"•�q, D•D `---Va.-, °A+ + oA °'°+ + Mo °A 0.0 D'D+ + 0.0 t + yg 0.0 °A+ + 0,0 °,°+ t 01 °+ k ,1 OA 0 + 0 '0t / 0.0 °A+ + ` 0.0 °'°+ t + OA Q0+ + 0.0 O.O+ 0.0+ } 'r 0,3.. + ,.; OA 0,0+ 0.0 °A+ + \ OA 0.0+ + OA OA+ t 0.0 0.0 + OA { II 101 °A : ° + + 0-0+ 0.0+ `3' p,p OA WO OA+ + 0 0.2+ - .,# 0A t A + 0.0 + 0.0 OA + 0A 0.0 + DA °,°+ + 0.0 ]r 0.0+ MO 0.0+ oA QO+, 0.0+ t + a1 °1+ 0 / / I » o.+ OA+ •+ 0.1 Oa+ oA+ + 0,0 OA+ DA+ \ 0.0 oA �F�..�- oA °.D+ + + OA 0.0+ 0.0+ + °A OA 0,0+ t 1`T J 0.1 + 0.0 + 0.o \� �� to + 0.0 + 0.0 + +% 19 ff O.0 °'°+ + O,D OA+ + 0.0 0.0+ + r- e _ e /OA 1 Oa + 0. + ,p 0.0 °'°+ + 0.0 ° + + DA � k + 0A OA+ + 0.0 °A+ + J f °A d j oA + 0.0 0.0+ 0.0+ + \ OA OA+ 0.0+ + 1 P'+ "yd+r + I a2 01t 1+ OA °,+ OA+ + '" a0 ° + �+ + ,p 0.0 °.°+ �S QO °A+ 0.+ + \ ,p oA 0.0+ 0.0+ + 0.0 0.0+ 0.0+ t t� + O 0.+ + f( + i OA OA+ 0.0+ + 0.0 Q0+ 0A+ + OA ° •1, I + + OA + 0.0 •F OA + OA + QO + 0.0 + OA + °A t 0.0 + 0.0 + OA + 0.6 } ,p 0. 0.0 + OA+ + OA 0.0+ { d OA 0.1 + OA + + 0.0 + OA } o + 0.D + 00 + OA + o + OA + Qo + O.0 + ° + I 0A} + DA Q0t \ 0.0 + L a1 + ao .0 U+ + + + OA °A+ + OA ° + + OA °A} + OA+ + OA 0.0{ t + 0.D + 0 + mm.,1 + 0.1+ + D•D 0.0 °At + OA Q0+ + ao °A+ + -+ 60 °A+ + A i} ao °A+ + oA 0.0+ + o.o + + OA 0.0+ °A+ ao °A+ + DA a°+ + °A �+ +- ao- - a�� - DAoa+ +; aR t 0.0 t OA + \ - + { D,R a0+ + p,p ° + + o.o °A+ + \ 0.L 0A °'°+ + -�,o n.n+ -'- o,o-ao+ + ao o,e+ --- 4�- o.o a9+ ap + pA aD+ 0.0 + 0.0 + 0.0 + OA t QO + °At + OA °A+ + OA °A+ + 0.0 DS} + OA + 0.1( t OA + QO t 0.0 + OA °A+ + OA Q0+ + �i " QO °A+ 0,0 + \ + DA +1 !,1 DA i' / DA + OA + DA + DA + + aD + ,.•' fOA+ } f 0.0 + QO + 1 VIJ 0.0 + OA + OA + 0.0 + OA } OA OA } p,0 ( IiJ t! 0.0 9.0+ t O.0 OA+ + to 6A+ QO ° + + QO °.°+ + 0.0 °At + OA °At + OA °At + OA OA{ + 0.0 °A} + 0.0+ ao oz, a+ + 0.0 ao oA+ + a0 0.0+ ao+ + I 1 aD + 0.0 + ao 0 + ao + ao + ao + ao + ao + ao + o,o + ao + a0 + ao + IJ ao + ao + / p ao + ao + ao + oA + ao + oA I } OA + 0.0 + OA 0.+ I QO OA+ + A 0.0+ + 0.0 °A+ + 0.0 °'°+ + 0.0 °A+ + OA °'°+ t 0.D °'°+ + J. d.0 �bi6 0,0 t QO t OA + a0 t OA } 0.0 t t oA OY 0.0+ oA+ o.o+ + 0.0 ° + oA+ + 0.0 °A+ + d 1 ao + o.o + ao + oA + D.o + o.o + ao+ 0.+ { �+ 0,0+ 0.0 +' / 0A + 0.0 + OA t OA t p OA + 0. # 0.0 %j �I 0.D °+ + OA 0.0 + 0.0 0.0+ } 0.0 °'0+ + OA Q0+ } 0.0 OA t + aD fj'^ OA O.tJ 0.0+ + QO Q0+ + 0.0 0.0+ + I 1 0.0+ + A + OA + OA + 0. + OA + 0.0 } dS 0.0 t 0.0 + 0.0 + 0.0 t 0.0 + 0.0 + OA + s 0.0 ! p 0.0+ + 0.0 OA+ MO+ OA+ + \ OA 0.0 OA+ 0.0+ + O OA+ (°'°+ °�+ 0.0 OA+ + DA + OA /°} + 0.0 + �+ + OA + 0.0 O,+ + 0.0 + 0.0 OA+ + OA + Q0 Q0+ + OA + + 0.0 ao+ + OA OA + pA, ,+/ I + t a0 0.0+• 0.0+ + OA + r ^^ J OA + OA + OA + to t 0.0 + OA + 0.0 + 'd9 0.4._ + a0 t OA t f p,0 0.0 + I OA + 0.0 + OA + 0.0 t OA + QO t OA } DA + 0.0 + OA + / i 0.0 + OA DA+ + 0.0+ + 0.0 0.0+ + 0.0 °A+ + 0.0 °'°+ + Q0 OA +"+ ,r 0.0+ + OA 0.+ OA+ + 0.00.0+ 0A+ + / / +.., + 0.0 + OA + OA + OA + OA + OA + + OA + 0.0+ +J ' / J Oi f p,/p OA } OA °A} 0.0 + OA + 0.0 t OA + 0.0 f / OA0.0+ + 0.0 0.0+ +0.6+ 1, / QO °A} +�A0.0+ + 0.0 Q0+ {0.0 OA+ +0.0 °A+ + OA ° + OA °A++I OA } 0.0 0.0 + 0.0 + 0.0 + to + 0.0 + oA + oA + p + 0,0 6.0+ + \O.O 0,0+ + 0.0 + .,/ :® 0.0 + 0.0 OA OA 0.0+ + 0.0 a+ + aD 0.°+ + 0.0 ao + 0.0 + 0.0 oA+ + 7d - J 0.0 t OA } 0.0 t 0 + t j�' t OA + f - ) a0 0.0 + 0.0+ + 0.0 0.0 A+ + / OA OA+ + 0.0 OA+ t OA °,°+ + 0.0 0.D+ t OA 0.0 + + + OA °At + O.0 °A+ OA OA+ + t 0.0 t �OA + QO + OA + 0.0 + OA + 0.0 t OA U + 0.0 ° + + OA OAt + OA OA+ + 0.0 0.0+ + 0.0 0.0+ + 0.0 °A { + 0.0 ° + § d 0,0 a0, 0.0t + p1,� �p 0.0+ OA+ + OA Q0+ + /,p 0.0 °'°+ } OA+ } OA °A+ t 0A 0,0+ + OA 0.0+ + 0.0 OA+ + + OA 0.0+ OA+ + 7 0.0 ,r.+ 0.+ + 0.0 0.0+ } + OA 0.0+ + -`�3 0.0 ° + t oA °.D+ Q0 6'°+ t O.O 0.0+ t O,p D•+ t O.O OA+ t 0,0 0.0+ + } OA 0.0+ 0A+ + 0.0 OA+ 0.0+ + .,.f; OA+ + 0A °' + 0.0 OA+ + OA 0.0+ + 0.0 °A+ + 0-0+ 0.0t + 0.0+ 0.0+ } OA ff$ 0.Q + OA t 0.0 t OA + 0.0 p,0 JJ a0 OA + 0.0 + OA t tQ + 0,0 + 0.0 0.0 0' a� + 0.0 0 + + + + QO + OA + 0A 0,0+ + oA OA+ + OA °.°+ + 0,0 °'°+ t + '� 0.0 0,0+ '� OA O.0 + 0.0 °At + O,O °At + 0/ 0.0+ + to + OA + a0 + OA + 0.D + QO + 0A + 0. + OA t p,p OA + OA + 0.0 + 0.0 + j �+ �- OA U+ 0.U+ + 0.o OA+ 0.0+ + 0.0 0.0+ 0.0+ 0.0 Q0+ 0.D+ {/ 0A 0.0+ + + 0.0 0.0+ OA+ t 0.0 OA+ OA+ + OA °A+ +/- 6,0 o,o, + QO 0.0+ + 0.0 0.0+ + OA Q0+ + a0 °A+ + 0.0 Q0+ + a6 ° aQ4 + DA 0.0+ DA+ + aD 0.0+ 0.0 + aD DA+ + oA U+ + 0.o °A+ + DA a°+ + LIGHTING SCHEDULE p } 0,0 + 0.0 t 0.0 � + 0.0 + 0.0 ao+ + ao + to 0.0+ °0+ + 0.0+/ + 0.0 0.0+ + U 6:+ + OA 0.0+ t "D OA+ + OA 0.0+ + OA '1' 4f 0,0 + 0.0 + 0.0 + OA + 0.0 t DA °At + QO 0.0+ t OA OA+ + a® nA+ �'+ GA 0.0+ + ao + Uao+ + a ao+ + a0 oA+ + U ao+ + OA + 0.0 t \ 0.0 0.0+ + 0,0 0.°} '1• S A 0.0 + 0.o t GA 0.0 t 0.0 + a® 0A+ 0.0+ 0.0+ + OA OA+ 0 + p,p�,� OA+ + + oA OA 0.0+' 0 + + OA 0.0+ °A+ a0+ + "«O O,Oy a0� t + OA QD+ OA+ t 0.0 MO+ ta0. + 0.0 ° OA+ + 0.0 0.0+ to 0" 0.0 OAt + + OA °A+ + OA 0.0+ O.Q 0.0+ + °A+ }. OA 0.0+ + "]}\ 0.0 0.0+ + OA 0.+ + 0.0 0.°+ + 0.0 OAS. { CA OA+ oA+ + pA 0.0} + ` 0.9 0. + O 0.0+ t a0 0 /D+ DA+ + OA a0+ QA+ 0.0+ + 0.0 0.0 O,t1+ + OA U,O+, + 0,0 0.0+ t OA OA+ 0.0 + 0.0 + u ,H + 0.0 D.0 0.0+ 044 + 0.0 0.0+ OA+\ + oA 0-0+ + pA 0.0+, + 0.0 °A+ i• as D,O+ : � `3` 0.0 OA+ + } OA + GA 0.0+ +' OA °A+ + OA OA+ + 0.0 OA+ -4' p,0 DA+ + 0.3 s t �x � 9 5 n ^r- "r"Ed y- } s + (OKEY�QTY FIXTURE - MANUFACTURER & MODEL # WATTAGE MOUNTING HT 0 44 SUN VALLEY LIGHTING - LAA1-PA2-CPA-IV-32LED-35OmA-30K** 34.0 15' OB 4 HADCO SIGNIFY LED BOLLARD - DB30AA01001E 12.7 30" OA 0.0+ + 0.0+ + OA ° + + 0.0 OA+ %- 0,0 0A+ + DS4 + ao 0.°+ + DA °A+ a + 6A + 1 U + * MOUNTING HEIGHT SHALL BE THE DISTANCE FROM THE LIGHT CENTER OF THE LUMINAIRE TO THE GROUND. 1 PI OT M TR C PLAN + 84D 0.°+ a+ ®°+ oo+ + ** THE POLE MOUNTED LIGHTS SHALL UTILIZE MOTION SENSORS TO DIM TO 50% AFTER 15 MINUTES OF NO MOTION. ao 0A+ ao+ + OA ao+ oA+ + ao a+ ao+ + OA Q0+ ao+ + + + 04+ U+ "+ + \ ao oA+ 0.0 oA+ + ao oA+ ao+ + bA + 0A O0+ _, o.o+ 0 30 60 90 o,R + aD + a0 + ao + oA + NOTE: DA + 0.0 + O DA + 0.0 + 0A1 4- a0 + oA + 0,0 + DA * SCA 1" HI oA + a0 + + DA a°+ + a oA+ + + pt D + / C190: + oA a°+ + ALL EXTERIOR LIGHTING TO BE DARKSKY APPROVED OR EQUIVALENT, PER 2025 HCR SUSTAINABILITY co ' 0.+ + o.0 0.0+ GA+ ao + + + °A+ + + pA ao+ °A+ + GUIDELINES SECTION 2 - LIGHTING PART (2) ORIGINAL SCALE 1"=30' aD 0.0} + 0.0 °A+ OA 0.0 + 0.0 OA+ 0.0+ OA °A+ + DA + 4 4 ° ° 4' 0.11 0.p °'0+ + °'° °A+ + - �� QA °At + oA °A+ + LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com of oNE W r T I J O P H N W (� xca tos CD ��FESSIO�P EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, h altering architect r land surveyor is altered the a to engineer,o Y , 9 or geologist i r land or, landscape ennee a d surve Y , e p 9 g 9 S hall affix to the item theirse u al and notation altered b Y" h Iteration and d b their signature and date of such a followed e , Y 9 a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 AFFORDABLE HOUSING INC. Approved under the authority of a resoiutlon .adopted Z1_-V� by the j (date) Board of 4e C'Ny of Saratoga Springs, =ipncd` LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY, SED REVIEWED BY: W,JK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME PHOTOMETRIC PLAN DRAWING NUMBER: C190 5 U C co 0 CD 0 CM 0 c n c 10 CD 1" TOP COURSE OF MATERIAL CONFORMING 1h" TOP COURSE OF MATERIAL WITH NYSDOT HOT -MIX ASPHALT, 12.5 F2 CONFORMING WITH NYSDOT HOT -MIX TOP COURSE HMA, 80 SERIES COMPACTION. CROWN PAVEMENT AND [ASPHALT, 12.5 F2 TOP COURSE 2" BINDER COURSE OF MATERIAL SUBBASE TO DRAIN TO HMA, 80 SERIES COMPACTION. CONFORMING WITH NYSDOT HOT -MIX PAVEMENT EDGE 3" BINDER COURSE OF MATERIAL ASPHALT, 19 F9 BINDER COURSE HMA, 80 7 CONFORMING WITH NYSDOT HOT -MIX SERIES COMPACTION. -- WIDTH VARIES 6" SUBBASE COURSE MATERIAL ASPHALT, 19 F9 BINDER COURSE SEE PLANS �.= r HMA, 80 SERIES COMPACTION. ( ) i , 777 7 -7�" i CONFORMING WITH NYSDOT SUBBASE 1.5% MAX COURSE TYPE 2. COMPACTED TO 95% °s s� 12" SUBBASE COURSE MATERIAL " OF DRY DENSITY AS DETERMINED BY f ;5 gI CROSS SLOPE CONFORMING WITH NYSDOT 6 6" THE MODIFIED PROCTOR ANALYSIS. ca, r SUBBASE COURSE TYPE 2. fx1CCOMPACTED TO 95% OF DRY DENSITY AS DETERMINED BY THE �' ,✓ MODIFIED PROCTOR ANALYSIS.`\, ti TOPSOIL, SEED & MULCH, SEE `�>,' ��'✓'\° ; PROOF ROLLED SUBGRADE OR 'ram'' t f d, \� PLANS FOR SPECIFICATIONS COMPACTED SELECT GRANULAR FILL �A!!�j�/� /� z N MPACTED (SEE NOTE N0. 5).�`f�f��°`s,✓� ANULARED BFILL (SEED NOTE N0. 5). ROADWAY WALKWAY NOTES: 1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED "CURRENT VERSION", AND ALL ADDENDA THERE TO. 2. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 - SUBBASE COURSE OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS. 3. HOT MIX ASPHALT (HMA) PAVEMENT SHALL CONFORM WITH SECTION 400-HOT MIX ASPHALT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS, ALTHOUGH SECTION 400 IN ITS ENTIRETY IS REFERENCED, THE HOT MIX ASPHALT (HMA) PAVEMENT(S) SPECIFIED FOR THIS CONTRACT SHALL BE AS SPECIFIED UNDER SECTION 402-HOT MIX ASPHALT (HMA) PAVEMENTS. 4. TACK COAT WHEN SPECIFIED OR CALLED OUT IN THESE DRAWINGS OR REQUIRED BY THE REFERENCED SPECIFICATIONS SHALL CONFORM WITH SECTION 407-TACK COAT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. 5. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSES OF BRINGING THE SUBGRADE ELEVATION UP TO A SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMANCE WITH SECTION 203- EXCAVATION AND EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. -� PAVEMENT SECTION DETAIL SCALE: NOT TO SCALE PAVEMENT 1 EXISTING PAVEMENT NEW PAVEMENT W+36" SECTION C530 FOR GRADE SEE PLAN FOR GRADE SEE PLAN SAW CUT EDGES OF PAVEMENT. SCARIFY AND REMOVE _ APPLY TACK COAT. EXISTING PAVEMENT EQUIVALENT TO SAWCUT EXISTING PAVEMENT & TACK'' PROPOSED TOP COURSE THICKNESS .� COAT ALL EXISTING IF EXISTING ASPHALT PAVEMENT DEPTH SAW CUT EXIST. 12" SURFACES 18" IS GREATER THAN THE PROPOSED PAVEMENT _ I r'EACH�i C?C �( ASPHALT PAVEMENT SECTION, SIDE INCREASE PROPOSED ASPHALT BINDER THICKNESS TO MATCH EXISTING. , - -- I G SUBBASE I' EXISTING 'SUBBASE '---------------- SUBBASE COURSE I I I�� LIMITS 0 TRENCH ---J ` 1 I? EXCAVATION "yy" TRENCH BACKFILL NOTES: MATCH EXISTING I 10 2 Z SUBBASE, IF GREATER 20' MIN. I 1 > F 1. SAW CUT AS INDICATED, 18" BEYOND EXCAVATION. THAN PROPOSED SECTION C530 k w 2• FURNISH, PLACE, AND COMPACT SUBBASE. CONTRACTOR TO (VIF) SECT10N w rn 3. TACK COAT IN ACCORDANCE WITH NYSDOT STANDARD SPEC. © W 4. FURNISH AND PLACE ASPHALT CONCRETE PAVEMENT AS SPECIFIED. 2 PAVEMENT TRANSITION DETAIL © TRENCH SURFACE SCALE: NOT TO SCALE 3 RESTORATION IN ASPHALT PAVEMENT SCALE: NOT TO SCALE TYPICAL SPACING FOR EXPANSION JOINT CDL 5'MAX 5'MAX 5'MAX--- JOINTS A x, A. . CONC RETE ETE SIDEWALK a . � - 10 b CONTROL JOINTS 5'MAX O.C. EACH WAY A TYPICAL SCING FOR 10 CONTROL JOINT IN PLAN CONCRETE CURB SECTION SLOPE (SEE NOTE 13) VARIES -SEE PLAN & NOTE 11 CONCRETE g M TYPICAL SPACINGOFOR EXPANSION JOINT EXISTING SIDEWALK, CONTROL 5'MAX 5'MAX 5'MAX OR FIXED OBJECT JOINTS CONCRETE B ~-I SIDEWALK 3 w fi 4L 6 G x J a C a CON CET f SID EWALK in 4 j - 3 CONTROL JOINTS GRASS 5'MAX O.C. EACH WAY SEE NOTE 14 1 o B --� SEE NOTE 14 TYPICAL SPACING FOR 10'------►� CONTROL JOINT IN PLAN CONCRETE CURB SECTION SLOPE (SEE NOTE 13)� VARIES -SEE PLAN & NOTE 11 TOP SOIL & SEE D � EXISTING SIDEWALK, OR FIXED OBJECT JOINTS SHALL BE IN ACCORDANCE WITH NYSDOT STANDARD SIDEWA /�\ SPEC SECTION 609-3.04 GRASS CURB PAVEMENT 2" 1/4"R (TYP.) / 1 1 /2"R �N 6" FINISHED GRADE 1" 1 "F2 BELOW TOP OF CURB IN ALL LANDSCAPED AREAS J FACE OF CURB t SET VERTICAL w i ". t n w 1 >� C530 a_ w w rn w V) vj 1. N 4 OF TOPSOIL �-SUBBASE COURSE MATERIAL 6" 8" 6„ CONFORMING TO NYSDOT SUBBASE COURSE TYPE 2 PROOF ROLLED SUBGRADE, OR SELECT GRANULAR FILL NOTES- 1. CONCRETE CURB SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION SECTION 609. 2. PRECAST CONCRETE CURB MAY BE SUBSTITUTED, WHEN ALTERNATE CONSTRUCTION DETAILS ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. ALTERNATE CURB SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT SPEC SECTION 609. © CAST IN PLACE 4 MOUNTABLE CONCRETE CURB SCALE: NOT TO SCALE TYPICAL SPACIt�'W EXPANSION JOINT C�';--{---5'MAX��5'MAX 5'MAX JOINTS I I CONCRETE SIDEWA LK r t.i w X Q a CONCRETE SIDEWALK . 2 CONTROL JOINTS R 5'MAX O.C. EACH WAY C �� SEE NOTE 14 PLAN EXISTING SIDEWALK, OR FIXED OBJECT SLOPE-","►--VARIES-SEE PLAN (SEE NOTE 13) SECTION C-C CONCRETE JOINTS SHALL BE JOINTS SHALL BE IN ACCORDANCE WITH IN ACCORDANCE WITH NYSDOT STANDARD NYSDOT STANDARD SIDEWA \ SPEC SECTION 609-3.04 1 /4 R (TYP.) GRASS /\ SPEC SECTION 609-3.04 GRASS CURB " \ CURB PAVEMENT 1" BATTER EXPANSION JOINT WITH PREMOLDED PAVEMENT^ +/ " 1/4"R (TYP.) RESILIENT JOINT FILLER & SEALANT, \ / 1 BATTER PLAN AT SIDEWALK - FINISHED GRADE 1" 1 1/2"R 5rr CONCRETE SIDE ALK �� 5" BELOW TOP OF CURB IN 1 1/2"R ALL LANDSCAPED AREAS FACE OF CURB a � SET VERTICAL x- x x Z FACE OF CURB w ° I `- �, w 3 SET VERTICAL w a' } ',I � „ SUBBASE 5- w 0 W 4 OF TOPSOIL o w t ` N cn c Z ` 4 � w Z f Z - M Z w 1 > °' ° a' W p - C530 Q v �. m N °° 1 > ►_ N ao W V) C530 a Uj w w I� 4 '' JUdbASt COURSE MATERIAL 6" 6" 6 CONFORMING TO NYSDOT SUBBASE COURSE MATERIAL SUBBASE COURSE TYPE 2 CONFORMING TO NYSDOT PROOF ROLLED SUBGRADE, SUBBASE COURSE TYPE 2 OR SELECT GRANULAR FILL PROOF ROLLED SUBGRADE, NOTES: OR SELECT GRANULAR FILL 1. CONCRETE CURB SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT NOTES: STANDARD SPECIFICATION SECTION 609. 1. CONCRETE CURB SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION SECTION 609. 2. PRECAST CONCRETE CURB MAY BE SUBSTITUTED, WHEN ALTERNATE CONSTRUCTION DETAILS ARE SUBMITTED BY THE CONTRACTOR AND APPROVED 2. PRECAST CONCRETE CURB MAY BE SUBSTITUTED, WHEN ALTERNATE BY THE ENGINEER. ALTERNATE CURB SHALL BE INSTALLED IN ACCORDANCE CONSTRUCTION DETAILS ARE SUBMITTED BY THE CONTRACTOR AND APPROVED WITH NYSDOT SPEC SECTION 609. BY THE ENGINEER. ALTERNATE CURB SHALL BE INSTALLED IN ACCORDANCE D WITH NYSDOT SPEC SECTION 609. CAST IN PLACE CONCRETE CURB AT SIDEWALK P CAST IN PLACE CONCRETE CURB SCALE: NOT TO SCALE - 1.5"W SMOOTH BROOM -TEXTURED FINISH (TYP) FINISH (TYP) 1 /4"Rx3/4"DEEP TOOLED EDGE MATCH EXISTING/PROPOSED TOOLED EDGE - CONTROL JOINT FINISHED FLOOR OR TOP OF SLAB ELEVATION, UNLESS DRILL & EPDXY GROUT #4 5" MIN FROM TOP OTHERWISE NOTED " BARS 16 LONG AT 24" O.C. OF FOUNDATION WALL 1/2" EXPANSION JOINT (MAX.) EXISTING/PROPOSED EMBEDMENT MATERIAL &SEALANT FOUNDATION WALL (TYP) CONTROL JOINT 6" 6,r AT TRANSITION " MIN 24"(TYP) 24 (TYP) MIN OF THICKENED 6" 30" SLAB/HAUNCH ---- - - O Z -� F ew ` f Z 5" MIN FROM . -5e e - -a =.- _ ,- - BOTTOM OF THICKENED SLAB f ' 18" ;.8 12" PROOF ROLLED w �.. v) w � e CON TROL NTRO L JOINT s f SUBGRADE, OR SELECT - AT TRANSITI ON � , GRANULAR FILL OF THICKENED ED ,. d 1 . e e e e SLAB/HAUNCH SUBBASE E COURSE MATERIAL e7. CONFORMING TO NYSDOT F i SUBBASE COURSE TYPE Y E 2 I DRILL & EPDXY GROUT #4 BARS 5' MIN 16" LONG AT 24" O.C. (MAX.) (SEE PLAN FOR WIDTH) EXISTING/PROPOSED PER FOUNDATION WALL NOTE: I_..AIV SECTIONK S ECTI 0 N 1. THICKENED (HAUNCH) & ADDITIONALLY REINFORCED CONCRETE SIDEWALK ENDS ARE REQUIRED AT ALL EXISTING/PROPOSED BUILDING ENTRANCES. 2. SEE CONCRETE SIDEWALK DETAIL FOR ADDITIONAL DETAILS & NOTES. g CONCRETE SIDEWALK AT BUILDING ENTRANCES SCALE: NOT TO SCALE SECTION A -A CONCRETE ," F SECTION B-B SEE NOTE 14 6X6-W2.9XW2.9 W.W.F. EXISTING 1.5"W SMOOTH N TOOLED EDGE WITH 1/4"R AND SEAL(SEE NOTE NOTE 3) �Y4" SIDEWALK OR BROOM- FINISH (TYP) ER 1/4"R TYPICAL FXED OBJECT TEXTURED 1/4"Rx3/4"DEEP FINISH (TYP) TOOLED EDGE - d , TOOLED EDGE I� CD Q1�TY�CONCRETE � NOTES: ' 'iF F 3" CLEARANCE (TYP) AIDE COMPACTED TO € 1. MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE 90% PROCTOR I _I I I�B "�` "I € I- I ; - M' - -� I i I lam. I! I- p I l 13 WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED COMPACTED SUBGRADE OR COMPACTED SELECT EXPANSION JOINT WITH CURRENT VERSION , AND ALL ADDENDA THERE TO. GRANULAR FILL AS REQUIRED TO BRING PREMOLDED RESILIENT JOINT 2• ALL CONCRETE SHALL BE 4,500 CONCRETE. CONCRETE MATERIALS, SUBGRADE TO CORRECT GRADE. FILLER AND SEALANT 20' MAX PLACEMENT, AND CONSTRUCTION SHALL CONFORM WITH SECTION 500 OF (SEE NOTE NO. 9 BELOW) O.C. OR AS INDICATED ON PLANS THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. EXPANSION JOINT 3. REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 - REINFORCING STEEL FOR CONCRETE STRUCTURES OF THE ABOVE `� REFERENCED NYSDOT STANDARD SPECIFICATIONS AND AS SPECIFICALLY TOOLED EDGE 6x6-W2.9xW2.9 W.W.F. CALLED OUT IN THE DRAWINGS. (1/4"R x 3/4-DEEP) (SEE NOTE 3 1/4 R TOOLED 4. ALL EXPOSED SURFACES SHALL HAVE A BROOM TEXTURED FINISH & 7 BROOM FINISH EDGE TYPICAL TOOLED EDGES. TOOL SHALL PROVIDE MAX 1-1 2" WIDE SMOOTH TROWEL �� SIDEWALK _ / 5 C530 PERPENDICULAR `r xx FINISH AT JOINT. " TO SLOPE 5. EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20-25' CENTER �C - CONCRETE f - �-' INDICATED ON PLANS. /WP F 11 DETECTABLE co �% Q Lag 7j - 6. JOINTS SHALL NOT BE SAW CUT. 15�1 f C530 WARNING UNITS -, _ U .-� � 4' {{q} ( '(�@x 7. EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH "SUREBOND" 1100 EDGE OF SIDEWALK " 6 t ,, RESIN -BASED WATER EMULSION CONCRETE CURING COMPOUND, OR EQUAL. I--- lilt s I m : Ii I -I I a I t_ = , s , k 13 CLEARANCE RATE AND METHOD OF APPLICATION SHALL BE IN ACCORDANCE WITH y y s • ,. y NYSDOT -' ! I I w 3 ` (TYP) MANUFACTURER'S RECOMMENDATIONS. b `l SUBBASE COMPACTED SUBGRADE OR COMPACTED SELECT y A 8. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 OF THE ABOVE JPR\�S y v v y y y y 0 s TYPE 2 GRANULAR FILL AS REQUIRED TO BRING REFERENCED NYSDOT STANDARD. SUBGRADE TO CORRECT GRADE. 9. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE yt yy y y y y y y� DROP (SEE NOTE N0. 9 BELOW) SUBGRADE ELEVATION UP TO A SPECIFIED GRADE, THE FILL MATERIAL y y y y CURB CONSTRUCTION JOINT PLACED SHALL BE IN ACCORDANCE WITH SECTION 203-EXCAVATION AND j ) a y y y y yy y p, r EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD y ti TOOLED JOINT 5' MAX O.0 EACH WAY. SPECIFICATIONS. y e y + y y OR AS SHOWN ON PLANS \ 6X6-W2.9XW2.9 10. ALL WORK SHALL CONFORM WITH SECTION 608-SIDEWALK, DRIVEWAYS, AND " A MARKINGS LK N (1/4"R x 4 3 "DEEP / ) W.W.F. BICYCLE PATHS OF THE ABOVE REFERENCED NYSDOT STANDARD (SEE NOTE NOTE 3) SPECIFICATIONS. 5 11. ALL WORK SHALL CONFORM WITH AASHTO GEOMETRIC DESIGN OF HIGHWAYS C531 AND STREET 2011, ICC A117.1 2009. OR LATEST EDITION. NOTES: 12. SIDEWALK WIDTH SHOWN ON THE PLANS IS TO BE MEASURED FROM THE 1. ALL ( I �t (t rj{ ` ' �, BACK OF THE CURB. WORK SHALL CONFORM WITH THE NYSDOT STANDARD 6Q `4� -') (1 CONCRET �I�°� SPECIFICATION FOR CONSTRUCTION AND MATERIALS DATED Q�U, I 13. SIDEWALKS SHALL HAVE A CROSS SLOPE OF J" TO PER FOOT (MAX "CURRENT VERSION", AND ALL ADDENDA THERE TO; SPECIFICALLY SECTION 608- SIDEWALKS, DRIVEWAYS, AND BICYCLE PATHS. SLOPE 1:50 TYP) TOWARDS STREET OR A.O.B.E. _ 14. MAX SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12. NYSDOT I 15. CONSTRUCTION JOINT DETAILS TO BE SUNMITTED TO AND APPROVED BY 2. SLOPE RAMP AND SIDE FLARES AS INDICATED IN THE PLANS SUBBASE I I �--�1 I I--- I I !- � ''�I � t=---1 ! t-�-� � ` CITY ENGINEER. I OR AS ORDERED BY THE ENGINEER. TYPE 2 COMPACTED SUBGRADE OR COMPACTED 16. INSTALL EXPANSION JOINT WITH PREMOLDED RESILIENT JOINT FILLER & SELECT GRANULAR FILL AS REQUIRED TO SEALANT AT ALL EXISTING SIDEWALKS, CURBS, FIXED OBJECTS, ETC., 3. DETECTABLE WARNING UNITS SHALL BE PROVIDED ON ALL RAMPS BRING SUBGRADE TO CORRECT GRADE. INCLUDING THOSE PLACED ON PREVIOUS DAYS. (SEE NOTE NO. 9 BELOW) © © IN ACCORDANCE W/ ADA REQUIREMENTS. CONTROL JOINT 7 CONCRETE SIDEWALK DETAIL PEDESTRIAN RAMP SECTION - DROP CURB SCALE: NOT TO SCALE O SCALE: NOT TO SCALE � � s 24" DOME MTCY`TADI C' IA/AM\IMI- 11ui DROP CURB CONSTRUCTION JOINT 3 )¢" MIN CONCRETE BASE SEE 7 T PAVEMEN SECTION SCALE: NOT TO SCALE CONTROL 1:13 5' MIN. 1:13 CONTROL JOINT JOINT SIDE FLARE RAMP SIDE FLARE (PAVEMENT) SECTION A -A DETECTABLE WARNING UNITS sa. T co SECTION A -A THRU RAMP SECTION B-B THRU RAMP NOTES: 1. COORDINATE W/ OWNER FOR COLOR. 2. DETECTABLE WARNING UNIT SHALL BE ADA COMPLIANT, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 3. MATERIALS: UNIT SHALL BE 24-INCH DETECTABLE WARNING ADA PAVERS, DOME STRAIGHT ROW SPACING PATTERN ADA-2 OR ADA-3, ADA COMPLIANT WARNING PAVER AS MANUFACTURED BY WAUSAU TILE OR CAST IRON, CAST IN PLACE ADA COMPLIANT WARNING PLATE A MANUFACTURED BY TUF11LE OR EQUAL. DETECTABLE WARNING UNITS FOR RAMPS SCALE: NOT TO SCALE Lr /TVD\ I � „ SCALE: 0• SCALE PAVEMENT REAR EDGE OF SIDEWALK DROP CURB W/FLUSH,- SMOOTH TRANSITION 1 A SIDEWALK, TYP. CROSSWALK - MARKINGS, OR PARKING STALL STRIPING TYP. REAR EDGE OF SIDEWALK DETECTABLE WARNIN G UNITS 11 g C530 BROOM FINISH PERPENDICULAR TO WALK A�q� B N. 5�. � . e./ A NOTES: 1. ALL WORK SHALL CONFORM WITH THE NYSDOT STANDARD SPECIFICATION FOR CONSTRUCTION AND MATERIALS DATED, "CURRENT VERSION", AND ALL ADDENDA THERE TO; SPECIFICALLY SECTION 608- SIDEWALKS, DRIVEWAYS, AND BICYCLE PATHS. 2. SLOPE RAMP AND SIDE FLARES AS INDICATED IN THE PLANS OR AS ORDERED BY THE ENGINEER. 3. DETECTABLE WARNING UNITS SHALL BE PROVIDED ON ALL RAMPS IN ACCORDANCE W/ ADA REQUIREMENTS. 0(' n PEDESTRIAN RAMP SECTION -DROP CURB SCALE: NOT TO SCALE c6" LOCUST POST RDWOOD RAIL, DIAMOND T SHAPE NISHED GRADE OMPACTED SUBGRADE NDISTURBED SUBGRADE Approved under the authority of a resolution adopted 2 by the g E3pa the ty of Saratoga Springs. LaBeLta Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com �� OF NEW y T OHN f' 'F r- 3� GAO w Vj, RCE 10i �y 0800a� R�FESSIONP� EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED 3EVIEWED BY: WJK SSUED FOR: PLANNING BOARD REVIEW )ATE: 01 /13/2023 )RAWING NAME SITE DETAILS RAWING NUMBER: C530 6" 6" 6" 3 J w 0 IU I- Cni f d- N N N 0 co LO 0 o� 0 Cz C m 0 C CD J U' Lr) o m T MUTCD SIGN SCHEDULE SIGN NO. SIGN FACE MUTCD NUMBER MIN SIZE COLORS MOUNTING BCK GRND LEGEND R1-1 30"x30" RED WHITE 2 C531 Q ALLWAIf R1-4 18"x6" RED WHITE 2 C531 O o; s R6-1L 36%12" BLACK WHITE 4 C531 ® = R6-1R „ „ 36 x12 BLACK WHITE 4 C531 ® W11-2 24"x24" FYGLOW/ BLACK C531 © W16-7P 24"x12" FY�LOW/ BLACK 3 C531 7O RESERVED PARKING ® NY R7-81) 12"x18" WHITE/ BLUE GREEN/ WHITE 3 C531 ® A VOLE R7-8P 12"x6" WHITE BLUE C531 Og NO PAfR= TIE R7-1 12%18" WHITE RED 3 C531 11 8Ta R GING AS SHOWN 12%18" WHITE GREENVEHICLE 3 C531 ONE HOUR PARKING AS SHOWN 12"x18" WHITE GREEN 3 C531 © ONE HOUR PARKING AS SHOWN 12%18" WHITE GREEN 3 C531 CY MUTCD SIGN SCHEDULE SCALE: NOT TO SCALE EDGE OF PAVEMENT-� 4" WIDE WHITE o PAINTED PARKING F- STRIPES Uj 20' 20' 9' w z oil I PARKING SPACE PARKING SPAC rn EDGE OF PAVEMENT PARALLEL PARKING STIPING 1� TYPICAL STRIPING 4" WIDE BLUE PAINTED PARKING STRIPES 4" WIDE WHITE PAINTED PARKING STRIPES KtStKVtU I II PARKING SEE PLAN F-- SIGN (TYP) Iq TYPICAL P ISLAND STRIPING STRIPING NOTES: 1. ALL STRIPING SHALL CONFORM TO THE LATEST EDITION OF THE NYSDOT STANDARD SPECIFICATIONS, SECTION 640 AND THE "NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL A DEVICES" - 2009 EDITION AND THE "NYS SUPPLEMENT." p 2. STRIPE PAVEMENT AS INDICATED ON THE PLANS AND/OR IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 3. STRIPING WORK WILL BE REVIEWED AND ACCEPTED BY THE AUTHORITY HAVING JURISDICTION. C D 4. COLOR: DRIVE LANE DIVIDERS - WHITE OR ROBE a 24" 14' 12" NO PARKING ZONE WARNINGS - WHITE OR AOBE 30" 18" 15" PARKING DIVIDERS - WHITE OR AOBE WALKING LINES - WHITE OR AOBE ACCESSIBLE PARKING LINES & SYMBOL - BLUE w 24" GALVANIZED POST & BREAKAWAY SIGNAGE NOTES: w MIN HARDWARE APPROVED BY CITY 1. ALL SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE NYSDOT STANDARD TRAFFIC DEPT. SPECIFICATIONS, SECTION 645 AND THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL a- 0 n DEVICES" - 2009 EDITION AND THE "NYS SUPPLEMENT." °23 z p z I-- 3 ►{ 2. SIGN MOUNTING HEIGHT SHALL BE A MINIMUM OF 7'. MINIMUM MOUNTING HEIGHT MAY BE -' /� ADJUSTED ONLY IN ACCORDANCE WITH PROVISIONS OUTLINED IN THE "NATIONAL MANUAL 0 z w m 1�/ ON UNIFORM TRAFFIC CONTROL DEVICES" - 2009 EDITION AND THE "NYS SUPPLEMENT." Z a o Uj n GRADED 3. SIGN POST SHALL BE IN ACCORDANCE W/ NYSDOT STANDARD SPECS SECTION 730. N � 0 (SIGN VARIES) w o o SEE SIGN SCHEDULE U) -_- -__ FASTEN SIGN WITH MIN OF tO i� • (2) 1/4" DIA. LOCK 36"X12" ONE WAY SIGN R6-1 L & R6-1 R ROAD L J BOLTS > 1 4"x8"x24" 36 MOUNT SIGNS / n ` I STEEL 15" BOTH I- GALV. STEEL SIDES OF POST o I ii I PLATE (WELDED) w "U" SECTION FASTEN SIGN WITH MIN OF w � POST r s (10) 1 /4" DIA. LOCK BOLTS (TYP) L i J OL o i 3„ i1 18" R 1 5- o d z GALV. STEEL bi "U" SECTION POST NOTES: O z r i 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST Z CURRET VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC 2 a � CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE E z 3" SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO '`I w FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/ N z OR VISIBILITY CONSIDERATION MAY REQUIRE SPECIAL - I y FINISHED CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. is '_ 2. POST TYPE, SIZE AND NUMBER BASED ON SIGN AREA AND F{+, " GRADE MOUNTING HEIGHT z i I 77 , /-1/4"x8 x24 STEEL 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS PLATE (WELDED) " MANUFACTUERED BY 3M OR APPROVED EQUAL AND SHALL MEET o I I I I �. r i I I firma 1 /4%8 x24" STEEL THE LATEST REFLECTIVITY REQUIREMENTS I l i i i iIIi iIIi PLATE (WELDED), 4. SIGNS TO BE INSTALLED WITHIN SARATOGA COUNTY RIGHT OF `� i I I I I i I I i i (TYP) WAY SHALL BE REVIEWED BY THE SARATOGA COUNTY '- i 1� I I I III COMMISSIONER OF PUBLIC WORKS. I i Li Li �� L.1 © SINGLE POST STOP © SINGLE POST p u u TWO POST ONE WAY 2 SIGN MOUNTING DETAIL SIGN MOUNTING DETAIL SIGN MOUNTING DETAIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE STRIPING SHALL BE 4" WIDE, WHITE AND SHALL BE 2'-0" O.C., TYP. ANSI STANDARD DROP CURB, FLUSH HANDICAP SIGNAL - REVEAL I_ 9' 9' ---N-TYPICAL ACCESS AISLE PAINTED WITH 4" ACCESSIBLE DIAGONAL LINES AT 45' ANGLE, 24" ON CENTER STRIPING W/ SIGN READING "NO STOPPING" (SIGN SHALL BE NOTES: LOCATED SO AS NOT TO OBSTRUCT ACCESS.) 1. PROVIDE 1 HANDICAP SPACE IN EVERY 25 PARKING SPACES UP TO 100, REFER TO TABLE 1106.1 OF THE NYS BUILDING CODE FOR ADDITIONAL INFORMATION 2. MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR NO PARKING AISLE SHALL NOT EXCEED 1:50 IN ALL DIRECTIONS 3. SIGNS SHALL BE PERMANENTLY INSTALLED AT A MIN. CLEAR HEIGHT OF 84" ABOVE WALKWAY SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. 4. SIGNS SHALL MEET THE LATEST REQUIREMENTS FOR REFLECTIVITY. y PAVEMENT MARKING DETAIL PARKING STRIPING er e e " SCH. 'IPE O.D.) 2.5%6"xO.25" FEET. 4 ANCHOR BOLTS (TYP) DEWALK 7 ECTION C530 L'F BASIS OF DESIGN: DERO HOOP RACK (SURFACE MOUNTED) COLOR: FINAL COLOR SELECTION BY OWNER 10 BIKE RACK SCALE: NOT TO SCALE 50 CM (19.7") SPECIFICATIONS 16.7 ) 25 CM (9.8") UNIT SIZE - 50 " X " 1 X 2.5 CM (20X 20X 1") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 402 KG/CO (5720 PSI) COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) GRASSPAVE2 SQUARES n" - I ADJACENT GRASSPAVE2 SQUARES L�2.3 .3 CM (3.3") CM (0.9") SEE ENLARGEMENT BELOW v CM (2.4") I HYDROGROW MIX BELOW RING PLAN �- d / RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) -COMPACTED SANDY GRAVEL ROAD f - BASE 95% MODIFIED PROCTOR DENSITY -12 INCHES NO.2 STONE COMPACTED SUBGRADE SECTION TOP OF GRASS ROOT MATT 6 MM (Y4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 5, COMPACTED SANDY GRAVEL BASE COURSE ENLARGEMENT NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. 9 TYPICAL GRASSPAVE2 DETAIL SCALE: NOT TO SCALE 1.9" O.D. LINE POST (TYP.) EDGE OF PAVEMENT -►I F�-1' TYPE TRANSVERSE LINES COMBINED TYPE LS NOTES: 1. ALL CROSS WALK STRIPING SHALL BE WHITE © PAVEMENT MARKING DETAIL 5 CROSS WALK STRIPING SCALE: NOT TO SCALE -CE OF ENTRANCE OR DRIVEWAY 2' CLEAR © PAVEMENT MARKING DETAIL 6 STOP BAR SCALE: NOT TO SCALE FORM ROUNDED TOP WITH CONCRETE TO CAP PIPE PAINT EXPOSED SURFACE 6" INSIDE DIAMETER GALVANIZED STEEL PIPE (SCHEDULE 40) PIPE SHALL o CONTINUE THE LENGTH OF THE FOOTING. SLOPE CONCRETE SURFACE FOR POSITIVE DRAINAGE FINISHED GRADE EXISTING SUBGRADE o CONCRETE FOOTING BOLLARD TO BE FILLED WITH i 4,500 PSI CONCRETE - mm�' NOTES: �I 6" 6„f?Y 1. BOLLARD FINISH: PREPARE GALVANIZED COATING TO RECEIVE PAINTED FINISH. APPLY (1) COAT OF RUST INHIBITOR PRIMER. APPLY (2) COATS OF GLOSS ENAMEL (COLOR TO BE SELECTED BY THE OWNER.) 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI ® 28 DAYS. 3. ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" (WITH A TOLERANCE OF 1 4. ALL CONCRETE SHALL HAVE A 5% ENTRAINED AIR (WITH A TOLERANCE OF 1 %) CONFORMING WITH ASTM C260. 11 STEEL & CONCRETE BOLLARD DETAIL SCALE: NOT TO SCALE 6' HIGH CHAIN LINK FENCE WITH VINYL SLATS. COLOR SELECTION BY OWNER. (TYP ALL 4 SIDES) EXTERIOR BUILDING WALL. REFER TO FOUNDATION PLANS FOR CONCRETE REVEAL ABOVE PEA GRAVEL. NYSDOT NO, 2- CRUSHED STONE z N ROOF DRIP LINE ABOVE 2' MIN. 4" - PEA GRAVEL ADJACENT LAWN I� LANDSCAPE 4 o EDGING C580 MIRAFI 140N GEOTEXTILE I °I TRENCH ENVELOPE - PERIMETER. (OVERLAP 1' ��•� - •.� - �° °° I I_ AT TOP OF CRUSHED STONE) O STONE DRIP EDGE SCALE: NOT TO SCALE 7.0' 1.0' TYP. 11 BOLLARD (TYP OF 7) C531 I �I 11.4� NEW DUMPSTER (N.I.C.) I ti it 1/2" CROWN II. iI (Typ) 1.0 P. 1%) FINISHED GRADE, SEE00 GRADING PLANit I II I b I� ,�B85,1K� c 2" CLEAR TOP. I,. > ry I I .� ,�,���•���r � c, � ���� -�` ill 4� 14" NYSDOT SUBBASE I COURSE TYPE 2 IN a H l ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS F SECTION 304 CURB JOINTS SHALL BE IN ACCORDANCE W/ NYSDOT STANDARD SPEC SECTION 609-3.04 1/2" POLYSTAR TUMBLE TURF POURED -IN -PLACE 1/4"R (TYP. 1 EPDM SURFACE LAYER BY USSA OR APPROVED BOTH SIDES); EQUAL (2% MAX SLOPE); (3) EPDM COLORS TO FLUSH W _ LAWN \ BE SELECTED BY OWNER; CONTRACTOR TO / -� , SUBMIT MATERIAL & COLOR SAMPLES FOR CONCRETE CURB i{ • 3 APPROVAL BY OWNER; °. >. s�", � � � FLEXIBLE 2-1/2' POLYSTAR BASE COURSE LAYER. ' i CRITICAL FALLS HEIGHT MEASURED AT 6.0'. `4 _ CURB -- CONTRACTOR TO VERIFY IN FIELD. TOTAL SURFACE DEPTH TO CONFORM TO FALL HEIGHT REQUIREMENTS AS ESTABLISHED IN THE PUBLIC �r :''�1a- FINISHED GRADE Yz" PLAYGROUND SAFETY HANDBOOK, 2010 EDITION BELOW TOP OF CURB 4" NYSDOT TYPE 2 SUBBASE COURSE c� A COMPACTED TO 95% MODIFIED PROCTOR; I� INSTALLED IN (2) 2" LIFTS' , DT 'rA. , MIRAFI 140N GEOTEXTILE,j,}4 . TURN UP AT EDGE SUBBASE COURSE MATERIAL COMPACTED SUBBASE CONFORMING TO NYSDOT SUBBASE COURSE TYPE 2 NOTE:00 ',,A 1. POURED IN PLACE SURFACE STANDARD OF QUALITY: 'POLYSTAR TUMBLE TURF' PROOF PROOF ROLLED SUBGRADE, BY USSA OR APPROVED EQUAL 6" 6" 6" OR SELECT GRANULAR FILL C.I.P. FLUSH POURED IN PLACE SAFETY SURFACE & CONCRETE cuRe SCALE: NOT TO SCALE .66" O.D. TOP RAIL TIES - 24" O.C. 2.75" O.D. END POST-� - W ....-r.-.-.-r.--rl-l-l-�-r.-rr. -� -.-1-.-�•l-r�-rr-�-!•�-rrr�-l-.-�-• 4'-0" 2 7/8" 2 1/2" r 54 l�i�i�DOi���►�i�ili�i�i OOi�i�i'�• 0►lOOi�Oi Oi%li ��0i � i n. • � � � � r...l.! • � � �� � � � � � OOOODi'i'►lOPOJi Oil��ilO!' J►lOOOOi -'� i�O��Os • • .�.°0.�.�i�p0.!!!! .�i�i�i�i�0►�ililili .�i/i!Oili 1•' i • • �• • • GHT o I COMPACTED STRUCTURAL FILL OR SUBGRADE 12 DUMPSTER ENCLOSURE DETAIL SCALE: NOT TO SCALE 1 9'-n" BOLLARD BEYOND 11 C531 8" 4,500 PSI CONCRETE SLAB WITH FIBER MESH REINFORCEMENT MONOLITHIC, #4 BARS ® 12" O.C. E.W. 47- 12" MIN TIES - 24" O.C. 1.9" O.D. LINE POST 1.66" O.D. TOP RAIL 2.75" O.D. (TYP.) END POST CROWNED TO SHED WATER (TYP) 9 GAUGE, 2" WIRE MESH CHAIN LINK FENCE TIES -� 14" O.C. BANDS - 14" O.C. 7 s" O.D. A POST 7/8" D.D. ATE FRAME rYP 4 SIDES) GAUGE, 1 3/4" ESH CHAIN LINK ENCE FABRIC ENSION BAR rYP 4 SIDES) FINISHED GRADE 1.66" O.D. BOTTOM RAIL a STRETCHER BAR s: tr. 10'-0" (MAX.) ;; 10'-0" (MAX.) END BAY o .° :� 44,a I : f.a a. a 12" MIN POST FOUNDATIONS NOTES: NOTE: A)ALL POSTS SHALL EACH BE SET IN A CONCRETE FOUNDATION ALL POSTS, RAILS, MESH AND HARDWARE TO BE A MINIMUM OF 12" IN DIAMETER AND 4'-0" DEEP MIN. GALVANIZED STEEL WITH PVC VINYL COATING, B)ALL CONCRETE FOR POST FOUNDATIONS SHALL HAVE AN COLOR: BLACK ULTIMATE COMPRESSIVE STRENGTH (F'C) AFTER 28 DAYS OF 4,500 PSI. © PVC CLAD - 6' HIGH CHAIN LINK FENCE AND 16DOUBLE SWING GATE FOR DUMPSTER ENCLOSURE SCALE: NOT TO SCALE LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF NEW y I J ON CAP H O,p� w O 0800B AR�FESS 1 ONP� EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 Libe AFFORDABLE HOUSING IW, Approved under the authority of a resolution adopted ngs. LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: W JK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME SITE DETAILS DRAWING NUMBER: C531 LAA SERIES - LED SPECIFICATIONS FITTER OPTIONS EPA & WEIGHT POWER ARRAYTM 2 MODULES Ir ��e PO8TubeA ray 2 P 8 Tube Array LAA1-YA LAA2-YA LAAI-YB LAA2-YB 64LED 48LED 32LED LAA1-YC LAA2-YC LAAI-YD LAA2-YD LAA1 Max Weight = 31 Ibs Max EPA = 1.82 V 0 Q 9 9 64 LED Max LAA1-YE LAA2-YE LAAI-YF LAA2-YF LAAI-YN LAA2-YN LAAI-YO LAA2-YO L LAA2 LAAI-YP LAA2-YP LAAI-UA LAAI-UB Max Weight= Ibs Max EPA = 1.4.47 All Fitters Available with Mini -Button Photocells, 4$ LED Max YD, YE, UA, & US Available with Twist -Lock Photocells. ORDERING INFORMATION Spec/Order Example: LAA1-YP/PA2-IV/60LED/525mA/30K/347/PT/RAL-7005S/CPA/OF LUMINAIRE-FITTER OPTICS x of LED's DRIVE CURRENT CC7 VOLTAGE I MOUNTING FINISH OPTIONS luminaire Optics LED Voltage Mounting Finish Options LAA} Area & Roadwa� (cuAaPATTERNEDLE s) n of LED's Drive Color Curent Temp-CCT Voltage Arm Mount Standard Textured Finish tens options: ❑ Clear Poll Acrylic CPA ❑ LAAI-YA ❑ LAAI-YB El LAA1-YC ❑ pgy8 LAAI ❑❑350mA 27K 2700K ❑64LED 525MA ❑ 30K (3000K) El �' csrANDapDCLoeE) El 120 ❑Black RAL-9005-T Opal Patterned Acrylic WA ❑ LAAI-YD ❑ PA2.111 ❑48LED El 40K(4000K) ❑ 240 277 ❑ 2.180 ♦•� ❑ White ❑ Brass Fnial BF U ❑ PA2 • IV l�J ®❑ ❑ LAp,}_yE ❑ 32LED ❑ 50K (5000K) = ❑ 347 RAL•9003-T ❑ Grey Ornamental Finial OF� ❑ LAAt•YF LAA2 ❑ }RA ❑ 480 ❑ 2.90 % RAL-7004-T ❑House Side Shield HIS ❑ LAAI-YN ❑ pA2-V� ❑48LED True Amber" ❑ Dark Bronze ❑ High -Low Dimming for ❑ LAAI-YO 321ED ❑ Consuti Factory ❑ 3,qp RAL-8019 •T switch 8 YOTHERS ( ) ❑ �1•� for Other ❑Green Select 25/100 Or 50/100 * ❑ LAA}.pA General Diffuse (OPAL PATTERNED LENS) LED cab, ccT. RAL-6005•T Ex HLSW2s HLSVI ( ) ❑ LAAI-UB & CRI Opflons ❑ 3.120 ❑ Pole Mounted Bluetoofh LAA2 ❑PA2-SYM r� *TRAAvailable only in orsmooth Fnisn, Replace Suffix's' photo/Motion Sen or. (Factory Motion ❑ LAA2_yA 350mAand525mA ❑ 4.90 With Suffix's" Examplet7AL 9500S) Photo 76 fc) MSf311 ❑ LAA2-YB Drive Currents Mini -Button Photocell ❑ LAA2-YC Consult Factory For Other Drive Currents Wall Mount c oasw'Factory for custom color +vdtage PC+V ❑ LAA2 ❑ Sid. Twist Lack Photocell ❑ WM Receptacle TPR ❑ LAA2-YE ❑ 7 Pin Twist Lock Photocell [ILAA2-YF aeceptacle tPR7 El LAA2 Post Top ❑SINGLE FUSE SF ❑ LAA240 ❑ PT • ❑DOUBLE FUSE DF rl LAA2-YP U.S. Pole Company Incwe 66 233 mac e.c1 9 ��1 An Employee Owned Company U.S. e° "^"""" Ordering guide MADE I_NTH,E SUN VALLEY V�ILiWhiawomKmmlm Lccatlorr Cet.No. Type..._ amps aty Nut - Example: DB30 A AD 12L E Product Code Finish Optics Wattage --Voltage DB30 r AID 112E `E D830 Aluminum Bollard A Black AO Symmetric 9.5W LED 12OV H I Bronze 1001 100W INC Specifications Housing Installation & Mounting 356 HM high -strength, low -copper, proprietary cast aluminum alloy. Tube is mounted to the base plate with three (3) 5/16-18 flat head Dome roof with die-cast aluminum louvers. Easy access to lamp. 5" alien key stainless steel tamper -resistant screws. dia. extruded aluminum with a wallthickness of 0.125". All non-fer- Warranty rous fasteners prevent corrosion and ensure longer life. Three-year limited warranty. Finish Thermoset polyester powdercoat is electrostatically applied after Certifications ATL listed to U.S safety standards for wet locations. cETL listed to a five -stage conversion cleaning process and bonded by heat Canadian safety standards for wet locations. Manufactured to ISO Canadian s fusion thermosetting. Laboratory tested for superior weatherabili- Standards. ty and fade resistance in accordance with ASTM B117 specifications. For larger projects where a custom color is required, contact the Height factory for more 30" (74cm) Optical Assembly Width Symmetric. Die-cast aluminum louvers with underside painted with 6" (15cm) highly reflective white powdercoat. Tempered glass globe. Bolt Circle Camping 3" (8 cm) LED 4Kv medium base procelain socket A19. Anchor Rods Incandescent Medium Base A19. Internal (3) 3/8" dia. x 8" long (1 cm x 20cm) Electrical Assembly Base Diameter LED is 2700K warm white, delivers 800 lumens, and is dimmable. 5" (13cm) Lamp life is rated at 25,000 hours. 120 volt only. 4Kv rated medium Max. Weight base porcelain socket. Key -slotted Ballast Assembly is mounted Powdercoat: 16lbs to an aluminum plate, which is mounted inside the base. Quick dis- Max. Weight connects for easy installation and removal. 4kv rated medium base CraftStone: 19 Ibs porcelain socket. Nickel -plated screw shell with center contact. ►',© U.S. POLE TRADITIONAL STYLED BASE PROJECT NAME: PROJECT TYPE: Finish 4700 Series Standard Textured (-T) ❑ Black Base RAL-9005-T One piece corrosion resistant, durable cast aluminum construction (a356 alum. alloy). Oinimum .225 wall thickness. Base consists of a 17" dia. smooth tapered bottom section, a decorative tapered fluted section of evenly spaced wide raised vertical flutes and a decorative cast aluminum Collar. Base is furnished with a contoured, fluted flush Hand Hole and Cover. Hand Hole Cover supplied with tamper resistant hardware. Grounding Lug provided inside Base opposite Hand Hole. Anchorage A 3/4" cast aluminum anchor ring is welded 1 " above bottom of base to accept (4) fully galvanized anchor bolts. Each bolt supplied with two nuts and two washers. Anchorage is fastened through hand hole. Finish Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140°F. Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400°F bake for maximum hardness and durability. ANCHORAGE DATA QPTI Base accepts \\ 4.5" Maximum Shaft O.D. T14mm Hand Hole a o P 19 4a3mm Nom. 1 m" � T Anchor Ring 1" 432 m Above Grade Nom. Anchor Bolt Projection 3"Tto 4" wiring and o . ° QD,o Footing by othere o0a O o D° °D,' Anchorage 4 % x 18 (as required) X I 12" dia. Bob circle v' Hand Hole U.S. POLE ( 660 West Avenue O, Palmdale. CA 93551 A U.S. OUTDOOR LIGHTING BRAND Phone (661) 233-2000 www.usaltg.com SHAFTS / POLES FLUTED Shaft --- Round extruded from 6063 Alloy Aluminum. Heat treated to produce a T6 Temper. Shafts have evenly spaced highly detailed raised vertical flutes and are intended to be paired with a decorative Sun Valley base. DNS q .I Banner Eye so" 1C�I BEB Break Away Bonne m BBA Fixe Basket older FBH Field Rotatable Basket Holder RBH 508m Field Rotatable Ladder Rest RLR D Fp Duplex GFI ao�er PROJECT NAME: PROJECT TYPE: 1060 1070 4" Dia. 5" Dia. Shaft Wall thickness .188. Poles provided w th tenon top Post Top(PT) 2'/e ODx3"(Tatum I—) Multiple IN area 2'/e°O.D. X6 (7—x152— U.S. Pole Company Inc 1660 West Avenue O, Palmdale, CA 93551 MADE VIN THE 7ii An Employee Owned Company Phone(661) 233-2000 www.usalig.com --POLE TO BE o INSTALLED PLUMB DOUBLE NUT Z ANCHOR BOLTS o z 1% 45'CHAMFER RIGID STEEL w BONDING BUSHING � J O LL LIGHT POLE FOUNDATIONS MOUNTING HEIGHT DIAM. DEPTH REINF BARS TIES <15' 18" 5'-0- (6)#6 #3018" ANCHOR BOLTS BY z � o ROUND FORMED POLE Z o CONCRETE MANUFACTURER Op w = x BASE 7 � w O Q M (n U W (2) TIES INSTALLED IN THE M FINISHED TOP 5" AT GRADE _� REINFORCING BARS ie NOTES: 1. CONDUITS AND GROUNDING SHALL BE AS REQUIRED x, BY THE ELECTRICAL DESIGN. W _J TIES 2. ALL CONCRETE SHALL BE 4,500 PSI ® 28 DAYS. > <®. 3. ALL REINFORCING STEEL SHALL BE GRADE 60. UJ 4. DESIGNED FOR 90 MPH WIND WITH FIXTURE AREA OF Q 13 SF. 3" COVERAGE ' 5. FOUNDATION DIAMETER AND REINFORCING CIRCLE SHALL BE COORDINATED WITH ANCHOR BOLT LIMITS. 4 ° 6. FOUNDATIONS SHALL BE AUGERED INTO UNDISTURBED e ' l i NATURAL SOIL OR COMPACTED FILL PER SITE GRADING ' PLANS. 'x —DIAMETER --I LIGHT POLE CONCRETE BASE 2 SCALE: NOT TO SCALE u n r 1080 6" Dia. Bcm�br Arm F Field Rotatable Banner Ann RBA Field Rotatable Street Sign ass Fixed Flag Holder FFH Field Rotatable Flag Holder RFH �I WuplI GFF ex In-Gse 2026096 MAD._E �N THE 1 2022349 SUN VALLEY bWIDAd 3" CL RADIUS ,POSTS-1 5/8" OD I SCHEDULE 40 ALUM PIPE HANDRAILS - 1 5/8" OD SCHEDULE 40 ALUM. PIPE CONTINUOUS (NO FIELD WELDS) #4 BARS - MAX. HORIZONTAL SPACING 4% MIN. 3 PER TREAD STANDARD OF QUALITY= WOOSTER PRODUCTS -ABRASIVE CAST, EXTERIOR CONDITIONS TYPE 101-ALUMOGRIT. SIDEWAL 7 SECTION C530 N N e CHEEK WALL �A (SEE DETAIL), r _ #4 NOSING BAR 12" WASH,/ / L / A f iv 0 / / , HANDRAIL 0 -N — / �� "�'� ' ®.• I ,\° EMBED POST IN CHEEK WALL IN ai �. - 2-1/2" X 6" CORE HOLES USING ALUMINUM �, c" '°��` COVER FLANGE' ,` 1 QUICK SETTING GROUT. WHERE �' / , • ` ALUMINUM SURFACES ARE " WALK N — /ice ^ .2 r, e ._ SIDE EMBEDDED IN CONCRETE, COAT 4.5 d ° _ I E s SURFACES WITH A ZINC C530 SECTION1(�p ( r > 13-� CHROMATE PRIMER (OR 1 CHAMFER dy n a s y `., _ s APPROVED EQUIVALENT), INSTALL �-� BA I TO . CHE`E LLB. --x . D�. L- R ,N r EL PIPE SLEEVE AS REQUIRED �. STEEL a 4 _� EM1 EDME!NT)' A LOC`ATfOI OP D �. O f r jp i VARIES _• _� ,� ,�;�� TO ALLOW FOR GROUT & FIELD � � FINISHED GRADE a� I °` ADJUSTMENT. ALLOW FOR 1" (SEE PLANS) _ - I AND Ba`OKI OF STAIRS) MIN a �, a a a u� .� GROUT PAD BENEATH POST. I. ,4,00 ,PSt RCONCRE r 441 ST f a AlRS AND e '� t' ''e Z .a- t ,z p, .J ..I t . �r „f/ `\, '�•u.J.__ _ „,. I -, „•" tea. �ti F06IDATION WALLS 4,500 PSI CONCRETE p n T&OU DATION WALL #4 BARS, 12 F 0� r r STAIRS REINFORCEMENT e EACH`,{N`l °' - a' s r f ' NOT SHOWN FOR CLARITY) a ' L , °.� (4)-#4 S CONT. 8 ► ,,:�� 'Y , �' � 3" CLEAR WITHIN GREASE ONE ter. aI ''n�# -� �� \ I " %`ff TOP 10" OF WALL 1111111 12"`' -kz - ,§ o 4 •• ,o\. ; `� 4,500 PSI CONCRETE PREMOLDED I ,f "�,. ' �` ®` I .:, I 4,500 PSI CONCRETE `t EXPANSION JOINT i f r /jl , f. �r FOUNDATION WALL ~ f I ;. `4- / r \ f a '` � (REINFORCEMENT NOT ,, I CHEEK WALL FILLER & SEALER F I O °ir ` ✓`e'�✓ �f sr� SHOWN FOR CLARITY) I I i #4 BARS, 12" O.C. °� ' ° ' f '� / � � 4, a A 4. Al 4$ { kY Olt EACH WAY I �\ / O ° -'--CHEEK WALL LIMITS �_j I . s " ° {°'. ' gym' ' #4 12 O.C. d r g Q a a° I EACHH WAY, EACH FACE COMPACTED SUBGRADE OR BACKFILL.. BACKFILL IN ZONE AROUND STAIR m ` ' r 4FOOTINGS AND FOUNDATIONS SHALL NOTES: BE SELECT GRANULAR FILL I 1, BOTTOM OF WALL 4 1. NUMBER OF RISERS VARIES BY LOCATION. o ` MIN. BELOW FINISHED 6" COMPACTED MATERIAL SEE SITE PLANS. .. a \ I4` CONFORMING WITH NYSDOT 2• ALL ALUMINUM RAILING COMPONENTS , GRADE SUBBASE COURSE TYPE 2 CLEAR ANODIZED FINISH. AA-M12-C22- BE A21. HOLE 3" BOLT CIRCLE F0 ('3) l bmi / S 7_T r'tt)�i L..„1-1 i.r• j 3"X8" HEAVY HEX NUT ' ANCHOR BOLTS CONCRETE STAIR AND RAILING %�, �' �;,/°' �,'.�~ 6" COMPACTED MATERIAL LIGHT SOURCE 1 CONFORMING WITH NYSDOT LED LANDSCAPE BOLLARD SCALE: NOT TO SCALE SUBBASE COURSE TYPE 2 BY SIGNIFY CHEEK WALL COMPACTED SUBGRADE OR BACKFILL. BACKFILL IN ZONE AROUND STAIR 4"X7a HANDHOLE 8'-0" 10'-0" 8'-0" FOOTINGS AND FOUNDATIONS SHALL 10 TRANSITION TRANSITION BE SELECT GRANULAR FILL SEE GRADING PLAN FOR N PROPOSED ELEVATIONS DISTANCE FROM FACE OF 1' MIN BOLLARD TO EDGE OF p PAVEMENT OR CURB ,° SEE PLAN - � -� .'''a"_?'�� �g"i"t `�"J` 'C.-s��?i�."'�- '4ti'• v�`t.l� T �'11i�i.,.., .7 �., ASPHALT PAVEMENT 1 �� SECTION C530 FINISHED GRADE, LAWN E.._._.�__ _ .__� . --,- _. _ -._00 OR PLANT BED I � t— Z 4,500 PSI SECTION A -A t CONCRETE BASE 0 SEE GRADING PLAN FOR I PROPOSED ELEVATIONS ASPHALT PAVEMENT 1 ,.•a- SECTION C530 1� N5 ALL BOLLARD IN ACCORDANCE BLEND TRANSITION WITH WITH MANUFACTURER'S DETECTABLE WARNING �5 RECOMMENDATIONS. — . SIDEWALK 2. SEE ELECTRICAL DRAWINGS AND CONCRETE K SECTION SPECIFICATIONS FOR CONDUIT AND77,77 7} C530 16"� d a WIRING INFORMATION —4 "�.-'t��'.•`' n'��L_,U„ ��.y*s . Jf� w' i� �. � J '`` `z✓S;;°,s'v �",I(.`Tr,4, ice'-}` '*.J '� .%{�:..} j'�-,`��€ •.%(�t s.:�'`''s� .J ,.'..`, �,... f •`;.,^'.•, ,,, , ^s:-^•, ';.r`Z BOLLARD LIGHT BASE ` ' Approved under the authority 3 of a d SCALE: NOT TO SCALE °<� y�'\ �\ , ;`` `: resolution adopted 2 by the 4 BENCH SCALE: NOT TO SCALE MODEL CR-96 AS MANUFACTURED BY VICTOR STANLEY LENGTH: 6'-0" COLOR: BLACK OR APPROVED EQUAL OMDE & INSTALL ANCHOR LTS PER MANUFACTURER'S ECIFICATIONS TYPICAL SIDEWALK C530 SECTION 11 BLENDED TRANSITION WITH - DETECTABLE WARNING CURB TO BE FLUSH WITH TOP OF CROSSING SURFACE LA TRAVEL LANE — — DIRECTION OF TRAVEL 5 CROSSWALK C531 8'-0" LONGITUDINAL TRANSITION AREA 5RAISED CROSSWALK SCALE: NOT TO SCALE SECTION B-B ml 00 00000000000 1 t000 10'-0" CURBi t LONGITUDINAL TRANSITION AREA DIRECTION OF TRAVEL — — it. TRAVEL LANE RAISED CROSSWALK APPROACH PAVEMENT MARKING (daL Plan ar f t aratoga Springs= Chai nan 1 o -Z U-- (da to Signed) • 0 RAISED CROSSWALK APPROACH PAVEMENT MARKING DETAIL LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com • "F-ESS I U�, EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, r landscap e archi tect or geo logist ist land surveyor, 9 9 n ineer a e p Y 1 9 shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: I DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WOK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME: SITE DETAILS DRAWING NUMBER: C532 d w W 0 cr�I N_ T v N N N FINISHED SURFACE IN ACCORDANCE WITH PLAN & DETAILS. DETECTABLE WARNING TAPE PER DIG SAFE I I III- TRENCH BACKFILL - ' COMPACTED TO 957. MODIFIED I� PROCTOR (SEE NOTE 2) ^ zLO ' ' I -I! w®.I o ... • PIPE BEDDING &PIPE ZONE o z , : ': ' BACKFILL MATERIAL FOR TRENCH BOTTOM v I -I.• , . .'; _ .a : '.: _ COMPACTED TO 95% MODIFIED PROCTOR 12"+50% O.D. PIPE ZONE BACKFILL +50% O.D. PIPE -III -` illy BEDDING PIPE TYPE & SIZE VARIES. SEE PLAN-J NOTES: 1. PIPE BEDDING & PIPE ZONE BACKFILL SHALL BE A NATURAL RUN -OF -BANK (R.O.B.) SAND OR A MIXTURE OF CRUSHED STONE AND GRAVEL, FREE OF SOFT, NONDURABLE PARTICLES, ORGANIC MATERIALS AND ELONGATED PARTICLES, AND SHALL BE WELL GRADED FROM FINE TO COARSE PARTICLES. BEDDING GRADATIONS SHALL BE APPROVED BY THE ENGINEER AND SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: SIEVE DESIGNATION % PASSING 3/4" 100% N 0. 40 0- 70% NO. 200 0-10% 2. TRENCH BACKFILL SHALL BE A NATURAL RUN -OF -BANK (R.O.B.) OR PROCESSED GRAVEL, OR EXCAVATED MATERIAL FREE OF SOFT, NONDURABLE PARTICLES, ORGANIC MATERIALS AND ELONGATED PARTICLES, AND SHALL BE WELL GRADED FROM FINE TO COARSE PARTICLES. TRENCH BACKFILL GRADATIONS SHALL BE APPROVED BY THE ENGINEER AND SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: SIEVE DESIGNATION % PASSING 4" 100% N 0. 40 0- 70% NO. 200 0-10% IN NON -TRAFFIC UNPAVED AREAS TRENCH BACKFILL CAN BE MATERIALS EXCAVATED FROM THE TRENCH AS APPROVED BY THE ENGINEER AND COMPACTED TO 90% MODIFIED PROCTOR. 3. INSTALL CONTINUOUS DETECTABLE MARKING TAPE DURING BACKFILLING OF TRENCH FOR UNDERGROUND PIPING. LOCATE TAPE 12" BELOW FINISHED GRADE, DIRECTLY OVER PIPING, EXCEPT 6" BELOW SUBGRADE UNDER PAVEMENTS & SLAB. 4. TRENCHING SHALL BE IMPLEMENTED IN ACCORDANCE WITH O.S.H.A. STANDARDS. 5 5'-0" MIN COVER SHALL BE APPLIED T STANDARD COPOLYMER PROPYLENE STEPS AT 12" OC g REQ'D WHEN DEPTH FROM TOP C540 OF FRAME TO BOTTOM FLOOR ELEVATION EXCEEDS 4'-0" TOP OF FRAME TO 1ST STEP SHALL BE 24" MAX 5"MIN WALL CATCH BASIN FRAME AND CONC. ADJUSTMENT RINGS TO BE SET & EMBEDDED IN HYDRAULIC CEMENT GROUT(TYP) PRECAST REINFORCED CONC. GRADE ADJUSTMENT RINGS W/ OPENING TO MATCH FRAME AND GRATE PRECAST REINFORCED CONC. FLAT LID W/ OPENING TO ' -0 " MIN PRECAST REINFORCED - BY MATCH FRAME AND GRATE 4 CONC. MANHOLE AS MANUFACTURED BY THE FORT MILLER CO. INC. OR APPROVED EQUIVALENT. PRECAST OPENING FOR FRAME AND SOLID COVER PRECAST OPENING FOR FRAME AND GRATE 8" THICK PRECAST LID STORM SEWER PIPE OF SIZE AND TYPE REQ'D NOTE: PRECAST LID TO BE DESIGNED TO WITHSTAND MAX AASHTO HS20-44 TRUCK LOADINGS & 25% IMPACT MANHOLES: EJ GROUP SOLID COVER PN# 00120329 8" THK FRAME PN#00120715 OR APPROVED EQUAL. COVER MUST BE CLEARLY I LABELED "STORM SEWER" LOCATE MANHOLE COVER OPENING DIRECTLY OVER MANHOLE STEPS CATCH BASINS: EJ GROUP - 5419M/Z ASSEMBLY GRATE PN#00541931 4 1/2" THK FRAME PN#00541911 OR APPROVED EQUAL LOCATE OPENING FOR FRAME AND GRATE IN CENTER OF PRECAST LID FRAME AND GRATE/COVER OF TYPE SPECIFIED SHAPE & SIZE OF OPENING TO MATCH FRAME & GRATE/COVER FINISHED GRADE 4" MIN (8-MIN ADJACENT TO CURB) 12 MAX GRADE I - - a ADJUSTMENT RINGS z ao J = N v e_ co Q W w (n 4'-O" IA MIN N z UNLESS OTHERWISE NOTED - z BUTYL ROPE 2" MAX I 2" MAX GASKET o o N I I I _jUj pw - g - - z:cn ! zof MIN ij a 5"MIN 3 INSIDE FACE OF STRUCTURE ".4 NON -SHRINK CEMENT GROUT (USE BONDING AGENT IF REQ'D) 2" MAX PROJECTION INTO MANHOLE AT PIPE SPRINGLINE TOP OF INVERT_ OVERSIZE HOLE r-HDPE OR CMP PIPE BASE SLAB 3"MAX CHECK CATCH BASIN DETAIL FOR ` REQUIRED SUMP PRECAST CONCRETE BASE SECTION PIPE CONNECTION TO DRAINAGE STRUCTURE- 1 CMP OR HDPE CEMENT GROUT SEAL JOINT J SCALE: NOT TO SCALE " MIN TOP COURSE POROUS ASPHALT PAVEMENT MIN BINDER COURSE POROUS ASPHALT PAVEMENT " MIN NYSDOT NO. 2 STONE CHOKER OURSE (WASHED, NO FINES) 8" MIN AASHTO 2 STONE RESERVOIR WASHED, NO FINES) ON -WOVEN GEOTEXTILE FABRIC, IRAFI 140N. TURN UP AT EDGE )VE ROOTS AND ORGANICS, IMPACT/SCARIFY SUBGRADE PRIOR TO PLACING © UL TEXTILE FABRIC AND STONE RESERVOIR 4 PERMEABLE PAVEMENT DETAIL SCALE: NOT TO SCALE CONCRETE COLLAR IN UNPAVED AREAS DROP -IN GRATE FINISHED GRADE STORM SEWER NOTES: IN LAWN / 1. ALL STORM WATER MANAGEMENT STRUCTURES I E CATCH BASIN, ETC.) LANDSCAPED SHALL BE REGULARLY INSPECTED FOR SEDIMENT ACCUMULATIONS. CATCH O.D.+12" AREAS BASINS SHALL BE CLEANED WHEN SEDIMENT DEPTH REACHES A MAXIMUM OF 1 /2 THE AVAILABLE SUMP DEPTH. PIPE i40 I CONNECTION .a N 9, M �N z o I II I .}�.':; N ;: ua:, ----' $ CO _= : ' 2. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CONSTRUCT A DEWATERING PIT (A.K.A. SUMP w �z _ a y 6„ }®I I -• F w x Z PIT) TO TRAP AND FILTER WATER FOR PUMPING TO A SUITABLE '. m Q r , J z < o F rF DISCHARGE AREA. THE DEWATERING PIT SHALL BE CONSTRUCTED IN m m ° 1 RISER ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR URBAN EROSION 5"MIN BACKFILL w -w' m W v~i m o " , AND SEDIMENT CONTROL LATEST EDITION. STRUCTURE W/ 1 > p a cn U 4r° CUSTOM BASE -- - - TRENCH BACKFILL C540 a SEE PLAN FOR 3. ALL EROSION CONTROL MEASURES EMPLOYED DURING THE CONSTRUCTION /� �� ,� 6 NYSDOT NO 2 _ > PIPES & INVERTS PROCESS SHALL BE AS OUTLINED ON THE EROSION AND SEDIMENT ;.� �s'� SECTION CRUSHED STONE BEDDING m a CONTROL PLANS, DETAILS AND NOTES. W 0 WATER MAIN ONLY. NOTES: © STORM SEWERIWATER 1. CATCH BASIN SHALL BE PRECAST CONCRETE. 5. BACKFILL USING TRENCH BACKFILL, COMPACTED = ^BACKFILL DESIGNED FOR HS20-44 VEHICULAR IN 6" LIFTS. STRUCTURE PIPE TRENCH DETAIL TYPICAL LOADING AND 25% IMPACT. 6. SUMPS FOR CATCH BASINS SHALL BE 12". PIPE SIZE VARIES, W/ TRENCH BACKFILL 1 SCALE: NOT TO SCALE 2. FRAME AND COVER SHALL BE DESIGNED FOR 7. ECCENTRIC CONE TOP CAN BE USED FOR SEE SITE PLAN HS20-44 VEHICULAR LOADING & 25% IMPACT. MANHOLES DEPTH GREATER THAN 7 FEET. - 6" NYSDOT #2 CRUSHED 3. CONCRETE CATCH BASIN LID CLEAR OPENING 8. SEE CHART FOR REQUIRED MANHOLES / CATCH STONE BEDDING DIMENSION MUST MATCH FRAME AND GRATE BASINS DIAMETERS. SUBBASE SHALL BE FREE OF CLEAR OPENING DIMENSION. 9. ALL PRECAST CONSTRUCTION IN ACCORDANCE SOFT, UNSTABLE MATERIAL; 4. CATCH BASINS HAVING A DEPTH GREATER W/ASTM C478 COMPACT SUBBASE PRIOR TO THAN 48" FROM FINISHED SURFACE TO THE PLACEMENT OF CRUSHED STONE. CURB SLOPE &WARP PAVEMENT FLOOR OF THE CONCRETE BASE SHALL BE NOTE: PROVIDED WITH STEPS. FROM CURB TO GRATE, TO PRECAST CONCRETE 1. BACKFILL USING TRENCH BACKFILL, COMPACTED IN 6" LIFTS. PROVIDE POSITIVE DRAINAGE. 2 CATCH BASIN/MANHOLE DETAIL NYOPLAST IN -LINE DRAIN BASIN j SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE GUTTER I- it GRATE- GUTTER LINE % LINE CONCRETE - STRUCTURE PLAN BELOW SLOPE & WARP PAVEMENT CURB FROM CURB TO GRATE, TO PROVIDE POSITIVE DRAINAGE. 6" MAX FINISHED GRADE 2 FRAME AND GRATE OF EC540 TYPE SPECIFIED BIT. CONC. PAVEMENT PLAN 00, ACCEPTABLE MANHOLE STEPS a PLAN TOE TROUGH A N "A„ „B„ I.C. „D„ „E" PATTERN STEP LEG RUNG EMBED- RUNG MANUFACTURER NUMBER WIDTH LENGTH CLEAR MENT CLEAR M.A. INDUSTRIES INC* PS2-PF 14 3/4 9 1/4 13 3/4 3 3/8 5 7/8 M.A. INDUSTRIES INC* PS2-PFS 14 3/4 8 1/4 13 3/4 1 3 3/8 1 4 7/8 m o * OR EQUIVALENT �■ C _ MH STEP DESIGN AND INSTALLATION SHALL COMPLY WITH ALL OSHA REGULATIONS IN ACCORDANCE WITH ELEVATION FRONT STEELGRADE 60 FINISHED GRADE NOTES: PLANS &DETAILS 1. SCOPE: THIS SPECIFICATION DESCRIBES 12- THROUGH 36-INCH ADS FLARED END SEC. o -"E" REINFORCEMENT SECTIONS FOR USE IN CULVERT AND DRAINAGE OUTLET APPLICATIONS. FES LARGER A THAN 36" SHALL USE CIRCULAR CORRUGATED METAL FLARED END SECTIONS. m GRADE ADJUSTMENT 2, REQUIREMENTS: THE INVERT OF THE PIPE AND THE END SECTION SHALL BE AT THE a VARIES (8" MIN) SAME ELEVATION. THE ADS FLARED END SECTION SHALL BE HIGH DENSITY POLYETHYLENE MEETING ASTM D3350 MINIMUM CELL CLASSIFICATION 21332OC; o N CONTACT MANUFACTURER FOR ADDITIONAL CELL CLASSIFICATION INFORMATION. WHEN „A„ -' PROVIDED, THE METAL THREADED FASTENING ROD SHALL BE STAINLESS STEEL.SECTION3. INSTALLATION INSTALLATION SHALL BE IN ACCORDANCE WITH ADS INSTALLATION "C" y A 9" CONCRETE INSTRUCTIONS AND WITH THOSE ISSUED BY STATE OR LOCAL AUTHORITIES. CONTACT NOTE: CAST IN PLACE SECTION STRUCTURE YOUR LOCAL ADS REPRESENTATIVE OR VISIT WWW.ADS-PIPE.COM FOR THE LATEST n OR PRESS FIT ACCEPTABLE INSTALLATION INSTRUCTIONS. © 48" ROUND STRUCTURE 4. PROVIDE TRASH RACK ONLY WHERE SPECIFIED ON SITE PLANS. 6 PLACEMENT AT CURB TYPICAL END SECTION - HDPE COPOLYMER POLYPROPYLENE MH STEP SCALE: NOT TO SCALE 7 SCALE: NOT TO SCALE SCALE: NOT TO SCALE TYPICAL HDPE END SECTION PIPE DIA. END SECTION DIMENSIONS A B C D 12" 42' 14" 34" 6" 15" 42" 17" 34" 6" 18" 59" 21" 48" 6" 24" 59" 27" 48" 6" 30" 82" 34" 58" 6" 36" 82" 41" 58" 6" 1, TOPSOIL AND 2' 9" 10 9 2, SEEDING (TYP) o TOP OF OVERFLOW WEIR-\ I BERM I .r i C I h ��----- -- - ---�� 1'-0" (TYP) 6" MIN BEDDING MATERIAL (TYP) �GEOTEXTILE NYSDOT SPECIFICATION SECTION 620 MIRAFI 140N OR APPROVED EQUIVALENT MIN 15" STONE FILLING MEETING NYSDOT SPECIFICATION SECTION 620 © LIGHT GRADATION REQUIREMENTS g SECTION THRU DETENTION BASIN OVER FLOW WEIR SCALE: NOT TO SCALE BASIN 3 T/BERM (BEYOND) 3:1 3.5' 0 3:1 OVERFLOW WEIR REFER TO PLAN FOR ELEVATION �3 i- ---- ----- -----� t TOE OF SLOPE ` GEOTEXTILE MIRAFI 140N 6" MIN BEDDING MATERIAL (TYP) OR APPROVED EQUIVALENT NYSDOT SPECIFICATION SECTION 620 MIN 15" STONE FILLING \ MEETING NYSDOT SPECIFICATION SECTION 620 \ ' I I / LIGHT GRADATION REQUIREMENTS (TYP) \ \ NOTES: i 1. EMBANKMENT FILL FOR THE STORM WATER BASIN BERM SHALL CONSIST OF A CLEAN WELL GRADED MIXTURE OF SILT, CLAY,SAND AND GRAVEL WITH NO PARTICLES LARGER THAN 6 INCHES. IF SUITABLE, EXCAVATED ON SITE SOILS SHALL BE SELECTIVELY STOCKPILED FOR USE AS EMBANKMENT FILL IN AREAS DESIGNATED BY THE ENGINEER. SOIL SUITABLE FOR USE AS EMBANKMENT FILL SHALL HAVE AT LEAST 40 PERCENT BY WEIGHT FINER THAN THE No. 200 SIEVE AND NO MORE THAN 15 PERCENT BY WEIGHT COARSER THAN THE No. 4 SIEVE. THE FILL SHALL BE FREE OF VEGETATION, ORGANIC MATERIAL AND FROZEN SOIL. 2. ALL AREAS TO BE FILLED SHALL BE FIRST PREPARED BY STRIPPING ALL TOPSOIL AND REMOVING ALL SOFT, WET OR ORGANIC SOIL THAT CANNOT BE COMPACTED BY PROOFROLLING WITH A VIBRATOR ROLLER WEIGHING AT LEAST 10 TONS. PROOFROLLING SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER AND SOIL WHICH CANNOT BE COMPACTED SHALL BE REMOVED. 3. ALL FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS WHEN LOOSE AND BE COMPACTED TO A DENSITY OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM-1557. ROUGH UP SUBGRADE TO BLEND WITH FIRST LIFT. InTYPICAL SECTION THRU OVERFLOW WEIR SCALE: NOT TO SCALE OUTLET TOE OF SLOPE ' 4" TOPSOIL, SEEDING & MULCH (TYP) I� 1- 0- (TYP) Plan' Approved under the authority of a resolution adopted rings. LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 023 518-439-8235 labellapc.com OF NEw y T �� ��R J ONN ��''F GAO CC w V^ Cr 10S `V 08005 ARP, S 1 ONP� EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 % "+ LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WJK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME: STORM SEWER DETAILS DRAWING NUMBER: C540 m C) z 0 U� z 0 0 Cr w N_I N N N 0 LO LO U 0 CI fn o� 0 N N 54 0 x '2 a +y CO d 'o 0 Q � m N O O o m r EX SEE NOTE 4 EXISTING PAVEMENT EXISTING-/ PROFILE 6.. J 5:1-1-11 MOUNTABLE BERM GROUND (OPTIONAL) EXISTING- - PLAN VIEW CONSTRUCTION ENTRANCE SPECIFICATIONS: 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. THICKNESS - NOT LESS THAN SIX (6) INCHES. 3. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FEET IF SINGLE ENTRANCE TO SITE. 4. LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY). 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. © STABILIZED CONSTRUCTION ACCESS DETAIL SCALE: NOT TO SCALE SPDES GENERAL PERMIT GP-0-25-001 COMPLIANCE NOTES: THIS PLAN SET AND THE ACCOMPANYING SWPPP ENTITLED "LIBERTY AT SARATOGA" HAVE BEEN SUBMITTED AS A SET. THESE ENGINEERING DRAWINGS ARE CONSIDERED AN INTEGRAL PART OF THE SWPPP, THEREFORE THE PLAN SET IS NOT CONSIDERED COMPLETE WITHOUT THE SWPPP. CONSTRUCTION SEQUENCING NOTES: 1. PRIOR TO COMMENCING ANY CLEARING, GRUBBING, EARTHWORK ACTIVITIES, ETC.AT THE SITE, THE CONTRACTOR SHALL FLAG THE WORK LIMITS AND SHALL INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (I.E. SILT FENCES, TREE PROTECTION/BARRIER FENCES, STABILIZED CONSTRUCTION ENTRANCES, STORM DRAIN SEDIMENT FILTERS, ETC.) INDICATED ON THE PROJECT DRAWINGS. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THEIR TRIBUTARY AREAS. 2. THE CONTRACTOR SHALL CLEAR AND GRUB THE AREA OF THE STORMWATER MANAGEMENT FACILITIES. THIS AREA SHALL NOT EXCEED FIVE (5) ACRES IN EXTENT WITHOUT TEMPORARY STABILIZATION. 3. THE STORMWATER DETENTION BASIN SHALL BE UTILIZED AS A TEMPORARY SEDIMENT TRAP DURING CONSTRUCTION. THE CONTRACTOR SHALL INSTALL THE OUTLET CONTROL STRUCTURES AND THE EARTHEN BERM. THE BASIN SHALL BE GRADED TO THE TOP OF THE AQUATIC BENCH AS INDICATED IN THE TYPICAL STORMWATER MANAGEMENT BASIN SECTION PRESENTED IN THE PROJECT DRAWINGS. 4. PRIOR TO COMMENCING CLEARING, GRUBBING AND/OR EARTHWORK ACTIVITIES IN ANY OTHER AREA OF THE SITE, THE CONTRACTOR SHALL INSTALL INLET AND OUTLET PROTECTION MEASURES (RIPRAP OVERFLOW WEIR(S), CULVERT INLET/OUTLET PROTECTION, ETC.) AND SHALL STABILIZE THE AREAS DISTURBED DURING THE CONSTRUCTION OF THE SEDIMENT BASIN. 5. THE CONTRACTOR SHALL COMMENCE SITE CONSTRUCTION ACTIVITIES INCLUDING CLEARING & GRADING OF THE PROPOSED AREA OF DISTURBANCE AS REQUIRED. 6. INSTALL PROTECTIVE MEASURES AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. 7. CONSTRUCT ALL UTILITIES, CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIP -RAP AT LOCATIONS SHOWN ON THE PLANS. 8. FINALIZE PAVEMENT SUB -GRADE PREPARATION. 9. REMOVE PROTECTIVE MEASURES AROUND INLETS AND MANHOLES NO MORE THAN 24 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. 10. INSTALL SUB -BASE MATERIAL AS REQUIRED FOR PAVEMENT. 11. PRIOR TO FINALIZING CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITY, ALL CATCH BASINS AND DRAINAGE LINES SHALL BE CLEANED OF ALL SILT AND SEDIMENT. 12. UPON COMPLETION OF SITE CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL REMOVE ANY ACCULULATED SEDIMENT FROM THE STORMWATER MANAGEMENT FACILITIES AND FINALIZE THEIR CONSTRUCTION. CONTRACTOR SHALL FINISH GRADE AND STABILIZE AS INDICATED IN THE PROJECT DRAWINGS FOLLOWING SEDIMENT REMOVAL. 13. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND IMMEDIATELY ESTABLISH PERMANENT VEGETATION ON THE AREAS DISTURBED DURING THEIR REMOVAL. EROSION AND SEDIMENT CONTROL MEASURES: 1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION SHALL BE MINIMIZED BY STABILIZING DISTURBED AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE DISCHARGES. 2. AS MUCH AS IS PRACTICAL, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE SCOPE AND DURATION OF SOIL DISRUPTION. 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL POINTS OF ENTRY ONTO THE PROJECT SITE. MIN 1 70� I F� t MIRAFI 100X PREFABRICATED PERSPECTIVE VIEW SILT FENCE WITH POSTS OR 36" MIN FENCE POST APPROVED EQUIVALENT `II UNDISTURBED o Z GROUND n n :. N i EMBED FILTER FABRIC MIN 6" INTO GROUND ti 4" I TAMPED EXCAVATED BACKFILL TRENCH NOTES: SECTION 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL "T" OR "U" TYPE OR HARDWOOD. 2. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED 1/4 ACRE PER 100 FEET OF FENCE. 6. SILT FENCE SHALL BE USED WHERE EROSION COULD OCCUR IN THE FORM OF SHEET EROSION. 7. SILT FENCE SHALL NOT BE USED WHEN A CONCENTRATION OF WATER IS FLOWING TO THE BARRIER. 8. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUN-OFF TO A SILT FENCE ARE: SLOPE STEEPNESS MAXIMUM SLOPE LENGTH(FT) 2:1 25 3:1 50 4:1 75 © 5:1 OR FLATTER 100 ��� SILT FENCE INSTALLATION DETAIL SCALE: NOT TO SCALE M �.,AEINI NAN PERMANENT VEGETATION: OF EROSION AND SEDIMENT CONTROL uF INSPECT ALL AREAS THAT HAVE RECEIVED VEGETATION EVERY SEVEN DAYS & AFTER EVERY RAIN EVENT. ALL AREAS DAMAGED BY EROSION OR WHERE SEED HAS NOT ESTABLISHED SHALL BE REPAIRED AND RESTABILIZED IMMEDIATELY. STABILIZED CONSTRUCTION ENTRANCE: INSPECT THE ENTRANCE PAD EVERY SEVEN DAYS & AFTER EVERY RAIN EVENT. CHECK FOR MUD, SEDIMENT BUILD-UP AND PAD INTEGRITY. MAKE DAILY INSPECTIONS DURING WET WEATHER. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. WASH AND REPLACE STONE AS NEEDED. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE MUD BEING CARRIED OFF -SITE BY VEHICLES. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. REMOVE TEMPORARY CONSTRUCTION ENTRANCE AS SOON AS THEY ARE NO LONGER NEEDED TO PROVIDE ACCESS TO THE SITE. SILT FENCE: INSPECT FOR DAMAGE EVERY SEVEN DAYS & AFTER EVERY RAIN EVENT. MAKE ALL REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE UP -SLOPE FACE OF THE FENCE BEFORE IT ACCUMULATES TO A HEIGHT EQUAL TO 1/3 THE HEIGHT OF THE FENCE. IF FENCE FABRIC TEARS, BEGINS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED SECTION OF FENCE IMMEDIATELY. SOIL STOCKPILE: INSPECT SEDIMENT CONTROL BARRIERS (SILT FENCE OR HAY BALE) AND VEGETATION FOR DAMAGE EVERY SEVEN DAYS & AFTER EVERY RAIN EVENT. MAKE ALL REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE UP -SLOPE FACE OF THE SEDIMENT CONTROL BARRIER BEFORE IT ACCUMULATES TO A HEIGHT EQUAL TO 1/3 THE HEIGHT OF THE SEDIMENT CONTROL BARRIER. IF SEDIMENT CONTROL BARRIER TEARS, BEGINS TO DECOMPOSE, OR IN ANYWAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED SECTION OF SEDIMENT CONTROL BARRIER IMMEDIATELY. REVEGETATE DISTURBED AREA TO STABILIZE SOIL STOCK PILE. REMOVE THE SEDIMENT CONTROL BARRIER WHEN THE SOIL STOCKPILE HAS BEEN REMOVED. DUST CONTROL: SCHEDULE CONSTRUCTION OPERATIONS TO MINIMIZE THE AMOUNT OF DISTURBED AREAS AT ANY ONE TIME DURING THE COURSE OF WORK. APPLY TEMPORARY SOIL STABILIZATION PRACTICES SUCH AS MULCHING, SEEDING, AND SPRAYING (WATER). STRUCTURAL MEASURES (MULCH, SEEDING) SHALL BE INSTALLED IN DISTURBED AREAS BEFORE SIGNIFICANT BLOWING PROBLEMS DEVELOP, WATER SHALL BE SPRAYED AS NEEDED. REPEAT AS NEEDED, BUT AVOID EXCESSIVE SPRAYING, WHICH COULD CREATE RUNOFF AND EROSION PROBLEMS. SNOW AND ICE CONTROL: PARKING LOTS, ROADWAYS, AND DRIVEWAYS ADJACENT TO WATER QUALITY FILTERS SHALL NOT BE SANDED DURING SNOW EVENTS DUE TO HIGH POTENTIAL FOR CLOGGING FROM SAND IN SURFACE WATER RUNOFF. USE SALT ONLY FOR SNOW AND ICE CONTROL. EROSION CONTROL BLANKET: INSPECT THE BLANKET EVERY SEVEN DAYS & AFTER EVERY RAIN EVENT. REPLACE WIRE STAPLES AS REQUIRED. REPAIR AND RESEED WHERE CRACKS AND DAMAGED VEGETATION IS EVIDENT. WHEN DAMAGED BEYOND REPAIR OR NO LONGER FUNCTIONING, THE BLANKET SHALL BE REPLACED. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IN STRICT COMPLIANCE WITH "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL", NOVEMBER 2016. 2. EXCESS SOIL TO BE STOCKPILED WITHIN THE LIMITS OF SITE DISTURBANCE IF NOT USED IMMEDIATELY FOR GRADING PURPOSES. INSTALL SILT FENCE AROUND SOIL STOCKPILES. 3. APPLY SURFACE STABILIZATION AND RESTORATION MEASURES. AREAS UNDERGOING CLEARING OR GRADING AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE WORK IS DELAYED, SUSPENDED, OR INCOMPLETE AND WILL NOT BE REDISTURBED FOR 21 DAYS OR MORE SHALL BE STABILIZED WITH TEMPORARY VEGETATIVE COVER WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS CEASED. (SEE SPECIFICATIONS FOR TEMPORARY VEGETATIVE COVER). AREAS UNDERGOING CLEARING OR GRADING AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE WORK IS COMPLETE AND WILL NOT BE REDISTURBED SHALL BE STABILIZED AND RESTORED WITH PERMANENT VEGETATIVE COVER AS SOON AS SITE AREAS ARE AVAILABLE AND WITHIN 14 DAYS AFTER WORK IS COMPLETE. (SEE SPECIFICATIONS FOR PERMANENT VEGETATIVE COVER). SEEDING FOR PERMANENT VEGETATIVE COVER SHALL BE WITHIN THE SEASONAL LIMITATIONS. PROVIDE STABILIZATION WITH TEMPORARY VEGETATIVE COVER WITHIN 14 DAYS AFTER WORK IS COMPLETE, FOR SEEDING OUTSIDE PERMITTED SEEDING PERIODS. 4. SEEDED AREAS TO BE MULCHED WITH STRAW OR HAY MULCH IN ACCORDANCE WITH VEGETATIVE COVER SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST BY SPRINKLING EXPOSED SOIL AREAS PERIODICALLY WITH WATER AS REQUIRED. THE CONTRACTOR IS TO SUPPLY ALL EQUIPMENT AND WATER. 7. WHEN ALL DISTURBED AREAS ARE STABLE, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. STONE APRON SIZING REQUIREMENT - TABLE "A" NYSDOT MINIMUM MINIMUM OUTLET STANDARD APRON APRON CULVERT CULVERT STONE FILLING d50 dMAX THICKNESS LENGTH(FT) DIA. (D) SLOPE, % APRON (IN) (La) MATERIAL 12" < 8 LIGHT 6" 9" 18 10 8-10 MEDIUM V-12" 14"-18" 24 10 18" < 4 LIGHT 6" 9" 18 10 4-6 MEDIUM 9"-12" 14"-18" 24 12 6-8 HEAVY 15"-18" 22"-27" 36 12 8-10 HEAVY 15"-18" 22"-27" 36 18 24" < 3 LIGHT 6'$ 9" 18 12 3-4 MEDIUM 9"-12" 14"-18" 24 16 4-8 HEAVY 15"-18" 22' 27" 36 24 30" < 1 LIGHT 6" 9" 18 15 1-2 MEDIUM 9"-12" 14"-18" 24 20 2-4 HEAVY 15"-18" 22"-27" 36 25 4-6 HEAVY 15"-18" 22"-27" 36 30 36" < 2 MEDIUM g"-12" 14"-18" 24 24 2-3 HEAVY 15"-18" 22"-27" 36 30 3-5 HEAVY 15"-18" 22"-27" 36 36 42" < 1 MEDIUM 9"-12" 14"-18" 24 28 1-2 HEAVY 15"-18" 22"-27" 36 35 2-3 HEAVY 15"-18" 22"-27" 36 42 48" < 1 MEDIUM g"-12" 14"-18" 24 32 1-2 HEAVY 15"-18" 22"-27" 36 40 2-3 HEAVY 15"-18" 22"-27" 36 48 STONE FILLING MEETING NYSDOT STANDARD SPECIFICATIONS SECTION 620 (SEE TABLE A) STORM SEWER o o+ SOIL PH SHALL BE TESTED, - LIME SHALL BE APPLIED AS REQUIRED TO BRING SOIL PH TO 6.5 MULCH: LAYER OF COMMON HAY OR STRAW; 2 TONS PER ACRE EXISTING-, TEMPORARY SEED, SEE VEGETATIVE COVER SPECIFICATIONS THIS SHEET /-FERTILIZER: COMMERCIAL 5-10-5, 175 POUNDS PER ACRE FTOPSOIL: A NATURAL, FERTILE, AGRICULTURAL SOIL CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. NOTES: :,a, .-_...'`_s! 1. TOPSOIL, SEED, MULCH, AND FERTILIZE DISTURBED SOIL AREAS v) U) THAT WILL BE LEFT EXPOSED FOR 14 DAYS OR MORE. ¢ w © TEMPORARY TOPSOIL, a N 4�FERTILIZER�SEED &MULCH DETAIL oIA ALNOT TO 10' MIN. 18" .° .. .`...°: '° ALL CONCRETE a•. DID D° C-4 BLACK ° °, ..:.::. ... ANCHOR BALES WITH SHALES WASHOUT HERE LETTERS ON (2) 2"x2%4' WHITE ° 10 MIL ° STAKES PER BALE BACKGROUND Z ° POLYETHYLENE ° ' . GALVANIZED SHEETING ,' 7'-0" TO "U" CHANNEL ° 13 ,. BOTTOM OF SIGN POST ° BALES TO FINISH GRADE ? " ' BUTT ° SIGN SHALL BE PLACED " ° c ° ° ° ° ° RE(3ATi ..:....`: ' '. "' 3'-0" MIN IN A PROMINENT LOCATION ; .' • SOIL AT WASHOUT AREA EMBEDMENT ' PLAN WASHOUT SIGN BINDING WIRE " 18"f 6" MIN EMBEDMENT (TYPICAL) 3 MAX. Loa m 30 t f-STRAW BALE (TYPICAL) i2 < EXIST �1 18" MIN. PLAN 10 MIL GRAD POLYETHYLENE STANDARD SHEETING J. STONE FILLING MEETING FLARED - -' - - -7 NYSDOT STANDARD SEASONAL HIGH 12" MIN ----'-WOOD STAKE (TYPICAL) SECTION SPECIFICATIONS SECTION GROUNDWATER TABLE STORM 620 (SEE TABLE A) GEOTEXTILE MIRAFI 140N 6" MIN DEPTH SEWER OR APPROVED EQUIVALENT AGGREGATE TYPICAL SECTION „j � lid „_ �� �. ALL AROUND _, �.* - a' C ( ' %, , I-, � NOTES: ! � R, X /' 'r 4. WASHOUT AREA(S) SHALL BE INSTAL m�..W, eh ryp^ ,� 1. CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE AND CONTAIN ALL LIQUID LOCATION EASILY ACCESSIBLE BY CO € F,�-y',; .,.: WASTES. TRUCKS. INSTA 2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT 5' TOWNIE CONSTE OR RUCTION UCTIONRE ASITEAANDEMAY B 1' MIN. = QUANTITY OR VOLUME TO COMPLETELY CONTAIN RELOCATED AS CONSTRUCTION PROG 10 THE LIQUID WASTES GENERATED. 6. AT LEAST WEEKLY, REMOVE ACCUMU 3. WASHOUT MUST BE CLEANED OR NEW VARIES BEDDING MATERIAL MEETING FACILITIES CONSTRUCTED AND READY TO USE SAND AND AGGREGATE AND DISPOSE NYSDOT STANDARD ONCE WASHOUT IS 75% FULL. THIS INCLUDES PROPERLY. SECTION SPECIFICATION SECTION 620 REPLACEMENT OF THE 10 MIL POLYETHLENE © END SECTION WITH SHEETING. 3 STONE LINED APRON DETAIL CONCRETE WASHOUT AREA DETAIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE TOPSOIL SPECIFICATIONS: 1. EXISTING EXCESS TOPSOIL SHALL BE REMOVED AND STORED IN TOPSOIL 3. SEEDING STOCKPILES SUFFICIENTLY REMOVED FROM OTHER EXCAVATION OR DISTURBANCE TO A. APPLY SEED UNIFORMLY BY CYCLONE SEEDER CULTI-PACKER OR AVOID MIXING. SILT FENCE SHALL BE INSTALLED AROUND TOPSOIL STOCKPILE HYDRO -SEEDER AT RATE INDICATED. AREAS. B. ALL SEEDED AREAS SHALL BE PROTECTED FROM EROSION BY ONE OF THE FOLLOWING METHODS: SITE PREPARATION: i. A UNIFORM BLANKET OF STRAW APPLIED AT A RATE OF 2 TONS /ACRE 1. COMPLETE ROUGH GRADING AND FINAL GRADE, ALLOWING FOR DEPTH OF TOPSOIL MIN., TO BE APPLIED ONCE SEEDING IS COMPLETE. TO BE ADDED. ii. WOOD FIBER CELLULOSE APPLIED WITH SEED MIX BY HYDROSEEDER AT RATE 2. SCARIFY ALL COMPACT, SLOWLY PERMEABLE, MEDIUM AND FINE TEXTURED SUBSOIL OF 2,000 LBS/ACRE. AREAS. SCARIFY AT APPROXIMATELY RIGHT ANGLES TO THE SLOPE DIRECTION IN C. ALL SEEDED SLOPES 3:1 OR GREATER SHALL BE PROTECTED FROM EROSION SOIL AREAS THAT ARE STEEPER THAN 5%. WITH JUTE MESH OR APPROVED EQUAL. 3. REMOVE REFUSE, WOODY PLANT PARTS, STONES OVER 3 INCHES IN DIAMETER, AND D. IRRIGATE TO FULLY SATURATE SOIL LAYER, BUT NOT TO DISLODGE PLANTING OTHER LITTER. SOIL. E. UNLESS OTHERWISE DIRECTED IN WRITING, SEED FROM MARCH 15TH TO JUNE TOPSOIL MATERIALS: 15TH, AND FROM AUGUST 15TH TO OCTOBER 15TH. 1. NEW TOPSOIL SHALL BE BETTER THAN OR EQUAL TO THE QUALITY OF THE EXISTING COMPACTION REQUIREMENTS ADJACENT TOPSOIL. IT SHALL MEET THE FOLLOWING CRITERIA: A. ORIGINAL LOAM TOPSOIL, WELL DRAINED HOMOGENEOUS TEXTURE AND OF UNIFORM GRADE, WITHOUT THE ADMIXTURE OF SUBSOIL MATERIAL AND FREE OF DENSE MATERIAL, HARDPAN, CLAY, STONES, SOD OR OTHER OBJECTIONABLE MATERIAL. B. CONTAINING NOT LESS THAN 5% NOR MORE THAN 20% ORGANIC MATTER IN THAT PORTION OF A SAMPLING PASSING A 1/4" SIEVE WHEN DETERMINED BY THE WET COMBUSTION METHOD ON A SAMPLE DRIED AT 105'C. C. CONTAINING A PH VALUE WITHIN THE RANGE OF 6.5 TO 7.5 ON THAT PORTION OF THE SAMPLE WHICH PASSES A 1/4- SIEVE. D. CONTAINING THE FOLLOWING WASHED GRADATIONS: SIEVE DESIGNATION % PASSING,% PASSING V, 100 1/4" 97-100 NO 200 20-60 APPLICATION AND GRADING: 1. TOPSOIL SHALL BE DISTRIBUTED TO A UNIFORM DEPTH OF 4" OVER THE AREA. IT SHALL NOT BE PLACED WHEN IT IS PARTLY FROZEN, MUDDY, OR ON FROZEN SLOPES OR OVER ICE, SNOW, OR STANDING WATER. 2 TOPSOIL PLACED AND GRADED ON SLOPES STEEPER THAN 5% SHALL BE PROMPTLY LOCATION COMPACTION TESTING FREQUENCY PIPE TRENCH BACKFILL 95% ASTM 1 SERIES OF TESTS FOR EACH (IN PAVED AREAS) D1557 150 FT OR LESS OF TRENCH LENGTH. SERIES INCLUDE 3 COMPACTION TESTS SPREAD EVENLY ALONG TRENCH PROFILE. PIPE TRENCH BACKFILL 90% ASTM 1 SERIES OF TESTS FOR EACH (IN UNPAVED AREAS) D1557 150 LF OR LESS OF TRENCH LENGTH. SERIES INCLUDE 3 COMPACTION TESTS SPREAD EVENLY ALONG TRENCH PROFILE. PIPE BEDDING AND PIPE 95% ASTM 1 TEST FOR EACH 150 FT OR ZONE BACKFILL D1557 LESS OF TRENCH LENGTH. PAVEMENT SUBBASE AND 95% ASTM 1 TEST FOR EVERY 2,000 SQ FT, LAST LIFT OF SELECT D1557 OF LIFT AREA BUT NO FEWER GRANULAR FILL (FILL THAN TWO TESTS PER LIFT BETWEEN SHEET PILES) FERTILIZED, SEEDED, MULCHED AND STABILIZED BY "TRACKING" WITH SUITABLE EQUIPMENT. VEGETATIVE COVER SPECIFICATIONS: TEMPORARY VEGETATIVE COVER (DURING CONSTRUCTION): 1. SITE PREPARATION (SAME AS PERMANENT VEGETATIVE COVER) 2. SEED MIX: (APPLY AT RATE OF 3 TO 4 LBS PER 1000 SF) AMOUNT BY: MINIMUM % FURNISH AND INSTALL ORANGE 4' HIGH ORANGE OVAL WEIGHT SPECIES OR VARIETY PURITY GERMINATION CONSTRUCTION FENCE AND SIGNS OR SQUARE MESH 100% ANNUAL RYEGRASS 98% 90% ALONG DISTURBANCE LIMIT THAT CONSTRUCTION FENCE 3. SEEDING READ "PROTECTED AREA, DO NOT WIRED TO FENCE (SAME AS PERMANENT VEGETATIVE COVER) DISTURB" AT 100' O.0 PERMANENT VEGETATIVE COVER (AFTER CONSTRUCTION): 1 10' MAX CENTER To CENTER 5' LIGHT DUTY 1. SITE PREPARATION FENCE POSTS A. BRING AREA TO BE SEEDED TO REQUIRED GRADE. A MINIMUM OF 4" OF - ° DRIVEN 6-12" TOPSOIL IS REQUIRED. I - INTO GROUND B. PREPARE SEEDBED BY LOOSENING SOIL TO A DEPTH OF 4 INCHES.:, •f LL C. REMOVE ALL STONES OVER 1 INCH IN DIAMETER, STICKS AND FOREIGN MATTER FROM THE SURFACE. _ �o NOT DISTURa ;? D. LIME TO PH OF 6.5. E. FERTILIZER: USE 5-10-5 (NPK) OR EQUIVALENT. APPLY AT RATE OF 4 LBS/1000 SF. I°I •I F. INCORPORATE LIME AND FERTILIZER IN THE TOP 4 INCHES OF TOPSOIL G. SMOOTH AND FIRM THE SEEDBED. 2. SEED MIXTURE FOR USE ON LAWN AREAS: -�-- •' �- PROVIDE FRESH, CLEAN, NEW -CROP SEED MIXED IN THE PROPORTIONS SPECIFIED -� FOR SPECIES AND VARIETY, AND CONFORMING TO FEDERAL AND STATE STANDARDS. 6-12" LAWN SEED MIX: (APPLY AT RATE OF 5 TO 6 LBS PER 1000 SF) PERSPECTIVE VIEW MIN BURY SUN AND PARTIAL SHADE: AMOUNT BY: MINIMUM % WEIGHT SPECIES OR VARIETY PURITY GERMINATION 00 50% KENTUCKY BLUE GRASS* 95% 80% 20% PERENNIAL RYE 98% 90% N UNDISTURBED 307. CREEPING RED FESCUE 97% 85% GROUND 100% *MINIMUM 2 (EQUAL PROPORTIONS) VARIETIES AS LISTED IN CORNELL RECOMMENDATIONS FOR TURFGRASS. c4 SHADE: AMOUNT BY: MINIMUM % PURITY GERMINATION WEIGHT SPECIES OR VARIETY 25% KENTUCKY BLUE GRASS** 95% 80% 20% PERENNIAL RYE 98% 90% SECTION 35% CREEPING RED FESCUE 97% 85% CHEWINGS RED FESCUE 97% 85% TEMPORARY ORANGE 100% 100 **SHADE TOLERANT VARIETY CONSTRUCTION FENCE DETAIL ING DE LED IN A N CRETE LLED ON E RESSES. LATION OF OF 2 2 SILT -11 SLOPE OR LESS C550 FENCE MIN. SLOPE SLOPE NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1 V: 2H. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH SILT FENCING, THEN STABILIZED WITH VEGETATION OR COVERED. 4. SEE SPECIFICATIONS FOR INSTALLATION OF SILT FENCE. D DTEMPORARY SOIL STOCKPILE DETAIL SCALE: NOT TO SCALE STORM SEWER GRATE .f-LIFT STRAPS REINFORCED MANAGEABLE 2 FOOT CONTAINMENT AREA SILT SACK DETAIL 7 SCALE: NOT TO SCALE -OVERFLOW PORTS SILT SACK BY DANDY PRODUCTS, INC. OR APPROVED EQUAL DUMPING STRAPS INLET STAPLE 12" O.C. 3' MIN. EXTENSION ACROSS THE ENTIRE WIDTH AT THE SLOPE CHANGE. STAPLE 12" O.C. ACROSS THE ENTIRE WIDTH. "BOTTOM OF SLOPE TERMINATION" SEE TRENCHING & ANCHORING 24" OVERLAP PROCEDURE NOTES (TYP) 5" OVERLAP I TOP OF SLOPE-� SIDE SEAM OVERLAP NOTES: a - Li w 0 6" WIDE TOP OF SLOPE TRENCH 1. PREPARE THE TOPSOIL (SEEDBED) FIRST BY RAKING, SHAPING, FINE GRADING, COMPACTING, SEEDING & FERTILIZING THE SLOPES. 2. USE THE TRENCHING & ANCHORING PROCEDURES DETAILED HEREIN TO SECURE ANY EXPOSED MATERIAL ENDS. SECURE ALL PRODUCT OVERLAPS. OVERLAP IN THE DIRECTION OF WATER FLOW, PERPENDICULAR TO THE SLOPE. 3. KEEP EROSION CONTROL BLANKET IN SOLID CONTACT WITH THE TOPSOIL. 4. USE THE REQUIRED NUMBER OF STAPLES/STAKES TO SECURELY FASTEN THE EROSION CONTROL BLANKET TO THE SLOPE. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLES/STAKES LENGTHS GREATER THAN 6" MAYBE NECESSARY FOR PROPER SECURING. STAPLE PATTERNS & OVERLAPS ARE DEPENDENT ON SITE CONDITIONS & MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL CONSULT WITH MANUFACTURER FOR ACTUAL SITE SPECIFIC REQUIREMENTS. TRENCHING & ANCHORING PROCEDURE NOTES: SIDE SEAM OVERLAP: THE EDGES OF PARALLEL BLANKETS SHALL BE STAPLED WITH A 5" OVERLAP. TOP OF SLOPE TRENCH: BEGIN AT THE TOP OF SLOPE BY ANCHORING THE EROSION CONTROL BLANKET IN A 6"D x 6"W TRENCH WITH A 12" OVERLAP EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR WITH A ROW OF STAPLES/STAKES 12" O.C. IN THE BOTTOM OF THE TRENCH. BACKFILL & COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL & FOLD THE REMAINING 12" PORTION OF THE EROSION CONTROL BLANKET BACK OVER THE SEED & COMPACTED SOIL. SECURE THE EROSION CONTROL BLANKET OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED 12" O.C. ACROSS THE ENTIRE WIDTH. END ROLL OVERLAP: CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE SHALL BE PLACED END OVER END (SHINGLE -STYLE) WITH A 3" OVERLAP. STAPLE THRU OVERLAPPED AREAS, 12" APART ACROSS THE ENTIRE WIDTH. Q EROSION CONTROL BLANKET INSTALLATION DETAIL 8 SCALE: NOT TO SCALE SCALE: NITS LaBeLLa 0=1 Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF NEW y T JOHN O,p� LlF-ESS 10X�" EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 ]Ube4 AFFORDABLE HOUSING INC. Approved under the authority of a resolution adopted __. by the 113 f the it of Saratoga Springs. LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 1 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WJK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME: EROSION & SEDIMENT CONTROL DETAILS DRAWING NUMBER: C550 SARATOGA STD. MUELLER SUPER CENTURION A-423 WITH 4" STORZ CONNECTION 2-1/2" DIA. LOOP AT THE END OF REBAR BREAK FLANGE LOWEST PART OF BOLTS TO BE A MIN 1-1/2- ABOVE F.G. AND A MAX 8"--�- ABOVE F.G. a RISER LENGTH: AS REQUIRED NOTE: EXACT RISER LENGTH TO SUIT FIELD CONDITIONS AND CONFORM WITH MANUFACTURER'S RECOMMENDATIONS. LIMIT OF TRENCH PROVIDE 1 /2 CY 3/4"--- CRUSHED STONE DRAIN VALVE ORIFICE 12" SQ SOLID PRECAST CONCRETE BEARING BLOCK MIN 4" THICK UNDISTURBED SOIL- 4'-6" MIN CAST IRON COVER 2'-6" MIN MARKED"WATER" CAST IRON COVER LOCATE VALVE AS CONCRETE COLLAR IN MARKED"WATER" CLOSE AS POSSIBLE TO UNPAVED AREAS CONCRETE COLLAR IN ANCHOR TEE 6„ FINISHED GRADE IN UNPAVED AREAS LANDSCAPED AREAS FINISHED GRADE IN FINISHED GRADE IN = 3'-0" MIN. PAVED AREAS LANDSCAPED AREAS CABLE (WHERE APPLICABLE) 7 I in TOPSOIL VARIES - in TOPSOIL CONCRETE COLLAR IN II UNPAVED AREAS FINISHED GRADE i1 � I I � " � SANITARY SWALE /DITCH LINE I TWO (2) PIECE I I 6 MIN CAST IRON COVER, MARKED z i i TELESCOPING CAST IRON I I SEWER TWO PIECE CAST IRON WATER MAIN/LATERAL "ASTIR", USH W/ SURFACE NOTES: a VALVE BOX iIi VALVE BOX OR STORM OR 1" REVEAL IN TURF FINISHED 1. MAINS SHALL BE CLASS 52 DIP AND VALVED TO INSURE MAIN OR �j LATERAL DRAIN AREAS GRADE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN to I ? I r 10'-0" 3= FINISHED GRADE IN TWO HYDRANTS AT ANY GIVEN TIME J ( i i 1'-6 PAVED AREAS 2. HYDRANTS SHALL BE MUELLER SUPER CENTURION FULL BODIED r MIN MIN -.s. GATE in I I i1. 1} €ter, _,;, ,L- .,_ A-423. THEY SHALL MEET STANDARDS OF THE MUELLER TAPPING SLEEVE i(( �II VALVE r "SARATOGA HYDRANT" HAVING 5-1/4 INCH VALVE iu I id i } _ OPENING TWO 2-1 /2 INCH HOSE NOZZLES WITH EXISTING 1i VALVE BOX I I _! NATIONAL STANDARD THREADS AND ONE 4 INCH STORZ WATER MAIN ` 2" MIN, i�i EQUAL EQUAL `(TELESCOPIC - QUICK RELEASE CONNECTION. ALL HYDRANTS SHALL ` - -- PATTERN) �j z HAVE SIX INCH MECHANICAL JOINT INLET CONNECTIONS, �I� �ii ii� FULL UNCUT LENGTH OF PIPE a in A j INCH SQUARE SHAPED OPERATING NUT - OPEN O z WATER RIGHT, ALL HYDRANT SHALL MEET ALL AWWA -- ------ �� �-------- VERTICAL SEPARATION 6' M.J. R.W GATE to MAIN SPECIFICATIONS FOR 150 PSI WORKING PREASSURE AND GASKETS- VALVEI I - -- (SARATOGA 300 PSI TEST PRESSURE. STD -MUELLER PIPE 3. ALL VALVES SHALL BE MUELLER MECHANICAL JOINT, NOTES: _ - _ -- - SANITARY SEWER WATER MAIN AWWA C509) BEDDING RESILIENT WEDGE VALVES AS PER AWWA REQUIREMENTS 1. WET TAP OF PUBLIC WATER MAIN SHALL BE PERFORMED UNDER THE FORA 250 PSI WORKING PRESSURE, NON -RISING STEM, SUPERVISION OF THE ENGINEER, AND THE AUTHORITY HAVING MAIN/LATERAL " OR LATERAL OR STORM DRAIN 1 MIN WITH A 2" SQUARE OPERATING NUT - OPEN RIGHT JURISDICTION. NOTES: MIN _ "SARATOGA STANDARD" WITH A CAST ARROW TO INDICATE 2. TAPPING SLEEVE AND VALVE SUPPORT SHALL BE COORDINATED WITH 1. NON -RISING STEM GATE VALVE, OPERATING DIRECTION SHALL BE '+ f,` �'✓���`\ DIRECTION OF OPENING THE ENGINEER TO SUIT FIELD CONDITIONS. CLOCKWISE TO OPEN. 4. PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES 3. MINIMUM DISTANCE TO JOINTS, FITTINGS, OR OTHER WET TAPS OR 2. MINIMUM DISTANCE TO JOINTS, FITTINGS, OR OTHER WET TAPS OR STOPS HORIZONTAL SEPARATION ..+. ��' �� ER STOPS SHALL BE 3 FEET. NOTES: % . PRIVATE DOMESTIC FIRE SPRINKLER AND OTHER SHALL BE 3 FEET. SERVING PRIVA DEVIATION IN THE SEPARATION REQUIREMENTS WILL BE PERMITTED WITHOUT §.. , .y,a �.> a SER / 1. NO ';;'S'•• .d.. l ,� (TURNING ODDING FLANGES OR `. 4. VALVE OPERATING DIRECTION SHALL BE CLOCKWISE TO OPEN (T PROVIDE FEEDS. 3. IF VALVE IS TO BE RODDED, PROVIDE VALVE WITH R • = t 4.::, ,s•., : ,,;..; ..�•: cr .::.n: •_:,.......,, ,`, : ,,, ;;:`:;>.:M.:,: , :::x ,� ✓ „ THE EXPRESS APPROVAL OF THE NYS HEALTH DEPARTMENT. OFFSETTING OF RIGHT). EYEBOLTS. TWO (2) 3/4 GALVANIZED STEEL RODS WITH MALLEABLE SHALL BE REQUIRED WHERE SEPARATION DISTANCES CANNOT BE \ �''° ��� ✓`�✓���� ��'��`%� SELECTED TO FIT EXISTING PIPE MATERIAL WATERLINE �� ./\\,✓�.�f,\'��r,�/fp/�\ r� , a % s ,/���� N//j`//,%lr, ��� ;%✓���, 5. TAPPING SLEEVE SHALL BE SE IRON NUTS AT 180' SPACING SHALL BE USED FOR RODDING VALVES. MAINTAINED. ( C.I., D.I., A.C.) AND OUTSIDE DIAMETERS. FOR 12" DIA. PIPE OR LESS. FOR LARGER PIPE SIZES, SEE TABLE FOR 2. WHEN IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS INDICATED ABOVE, 6"0 DUCTILE 3/4" 0 GALVANIZED STEEL RODS 6. THRUST BLOCK IS REQUIRED WHERE THE BRANCH OF THE TAPPING NUMBER OF TIE RODS REQUIRED -"JOINT RESTRAINT OPTION DETAILS.) IRON PIPE W/MALLEABLE IRON NUTS AT 180' SPACING SLEEVE DOES NOT HAVE RESTRAINED JOINT. 4. GATE VALVE & VALVE BOX SHALL BE IN ACCORDANCE WITH MUNICIPAL BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF NOTE: 7. TAPPING SLEEVE, VALVE & VALVE BOX SHALL BE IN ACCORDANCE STANDARDS & AS MANUFACTURED BY MUELLER OR APPROVED MECHANICAL JOINT, DUCTILE IRON PIPE OR PVC WATER WORKS GRADE 1. HYDRANT SHALL MEET REQUIREMENTS OF AWWA C502. WITH MUNICIPAL STANDARDS & AS MANUFACTURED BY MUELLER. EQUIVALENT. PRESSURE PIPE FOR 10' EACH SIDE OF CROSSING AND SHALL BE PRESSURE TESTED TO 150psi TO ASSURE WATER TIGHTNESS. o ©@ SANITARY/STORM SEWER AND © TAPPING SLEEVE AND VALVE DETAIL TYPICAL GATE VALVE DETAIL WATERMAIN SEPARATION DETAIL HYDRANT INSTALLATION 2 3 SCALE: NOT TO SCALE 4 SCALE: NOT TO SCALE 1 SCALE: NOT TO SCALE SCALE: NOT TO SCALE REQUIRED BEARING AREAS -B (SQFT) FOR BEARING BLOCKS* PIPE SIZE TEE 90, 45' 22 1 2 ' 11 1 4 ' (INCHES) BEND BEND BEND BEND 4 2.0 2.8 1.5 0.8 0.4 6 4.2 5.9 3.2 1.6 0.8 8 7.2 10.1 5.5 2.8 1.4 10 10.9 15.4 8.3 4.2 2.1 12 15.4 21.8 11.8 6.0 3.0 14 20.6 29.1 15.8 8.0 4.0 16 26.8 37.9 20.5 10.4 5.2 18 33.6 47.5 25.7 13.1 6.6 20 41.2 58.2 31.5 16.1 8.1 24 58.8 83.1 45.0 22.9 11.5 30 90.5 128.0 69.2 35.3 17.7 36 129.6 183.3 99.1 50.5 25.4 *FACTOR OF SAFE I Y=1.5 SUIL *BEARING AKEA (ti) = Dxn BEARING OF 3,000 PSF 225 PSI BEARING DESIGN PRESSURE PRESSURE PIPE 2 POLYETHYLENE OR BUILDING PAPER TO PREVENT CONCRETE FROM BONDING TO PLUG AND HARDWARE, THUS FACILITATING FUTURE REMOVAL s BEARING AREA (B) AND THRUST (R) SHALL BE DETERMINED BASED UPON THE SIZE OF PIPE 1. b CONCRETEy< UNDISTURBED SOI PIPE 1~ THRUST BLOCK L BEARING AREA (B) AND THRUST (R) SHALL BE DETERMINED BASED _ UPON THE SIZE OF PIPE 2. TEE WITH PLUG PLAN $'r PIPE PIPE SIZE SIZE :. SB ' CONCRETE sb_f r CONCRETE THRUSTTHRUSK BLOCKY BEND BLOCK ELEVATION NOTES: 'gam 1. CONCRETE SHALL NOT TO OVERLAP ANY JOINT. 2. THRUST BLOCKS SHALL BE CONFIGURED IN A MANNER THAT DOES NOT INTERFERE WITH REMOVAL OR INSTALLATION OF ANY JOINTING COMPONENTS. 3. FOR REDUCERS, USE MECHANICAL JOINT FITTINGS WITH RETAINER GLANDS. 4. BEARING SURFACE SHALL, WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL. WHERE THAT IS NOT POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 5. BLOCK HEIGHT (h) SHALL BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO THE BOTTOM OF THE BLOCK, (HT), BUT NOT LESS THAN THE PIPE DIAMETER (D). 6. BLOCK HEIGHT (h) SHALL BE ESTABLISHED SUCH THAT THE CALCULATED BLOCK WIDTH (b) VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT. 7. VALUES FOR TEES APPLY TO TEES, END PLUGS, CAPS, AND TAPPING SLEEVES. 8. REQUIRED BEARING AREAS ARE DEVELOPED TO RESIST THRUSTS RESULTING FROM 150 PSI WORKING PRESSURE PLUS 50%(75 PSI) SURGE ALLOWANCE RESULTING IN 225 PSI TOTAL INTERNAL PRESSURE. REQUIRED BEARING AREAS ARE BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 3,000 POUNDS PER SQUARE FOOT. IN RESPONSE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS REQUIRED MAY BE MODIFIED BY THE ENGINEER. BEARING STRENGTH SOIL Sa (LB/SID FT) MUCK 0 SOFT CLAY 1,000 SILT 1,500 SANDY SILT 3,000 SAND 4,000 SANDY CLAY 6,000 HARD CLAY 9,000 9. IN MUCK, PEAT, OR RECENTLY PLACED FILL, ALL THRUSTS SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS; ALL AS REQUIRED BY THE ENGINEER. 10.CONCRETE THRUST BLOCK SHALL BE USED ONLY AS ALLOWED BY THE PROJECT PLANS AND/OR SPECIFICATION. (IF RESTRAINED JOINT PIPE IS TO BE USED SEE SCHEDULE OF JOINT RESTRAINED PIPE.) rJ CONCRETE THRUST BLOCK DETAILS SCALE: NOT TO SCALE a co 0 T to N 0 N lJ O SCHEDULE OF JOINT RESTRAINT- PVC OR POLYWRAPPED DIP (LENGTH OF PIPE EACH SIDE OF FITTING TO BE RESTRAINED IN FEET "L" IPE SIZE (INCHES) FITTING TYPE 90 45' 22} lit TEE VALVE DEAD END REDUCER 24" 18 16 14" 12" 10" 1 8" 1 6" 4" 30" 241 11001 48 24 202 206 206 72 130 1 145 159 24" 196 1 82 39 20 163 166 166 72 1 91 108 123 136 18" 149 1 62 30 15 122 125 125 26 49 68 85 99 16" 134 1 56 27 1 14 109 112 112 26 1 48 67 82 95 14" 118 1 49 24 1 12 95 1 98 1 98 1 26 1 47 64 79 89 12" 102 1 43 21 1 11 82 1 85 1 85 125 45 62 74 10" 86 36 17 9 6S 71 71 25 44 58 8" 71 30 15 7 56 59 59 25 43 6' 54 22 11 6 41 44 44 23 4" 38 16 8 4 28 31 37 SET SCREW, PER �- MANUFACTURE L L RECOMMENDATIONS RESTRAINED RESTRAINED MJ RETAINER GLAND, LENGTH LENGTH CLOW F-1058, OR REDUCERS APPROVED EQUAL ALL JOINTS WITHIN LENGTH "L" 0° SHALL BE RESTRAINED ° PIPE° � DO T=THRUST FORCE ° L RESTRAINED JOINT _ Q THRUST RESTRAINT DETAIL SEE V SCALE: NOT TO SCALE HORIZONTAL BENDS PLAN NOTES: ALL JOINTS WITHIN LENGTH "L" NOOF TIE RODS REQUIRED RESTRAINED . SHALL BE RESTRAINED END CAP 1. THE LENGTH OF PIPE REQUIRING RESTRAINT IS BASED UPON THE FOLLOWING ASSUMPTIONS: A. BEDDING TYPE 2 - FLAT BOTTOM TRENCH, BACKFILL LIGHTLY CONSOLIDATED TO CENTER LINE OF PIPE. L RESTRAINED B. SOIL TYPE CLAY 1 - CLAY OF MEDIUM TO LOW PLASTICITY, LL<50, <25% �^ - T=THRUST FORCE COURSE PARTICLES [CL & CL-ML] : DEAD ENDS CL - INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY GRAVELY ALL JOINTS WITHIN LENGTH "L" CLAYS, SANDY CLAYS, SILTY CLAYS. LEAN CLAYS SHALL BE RESTRAINED ML - INORGANIC SILTS, VERY FINE SAND, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS. T=THRUST FORCE C. PIPE TABLE CALCULATION IS BASED ON PVC OR POLYWRAPPED DIP (Lr)FULL PIPE (Lr)FULL PIPE LENGTH (10ft MIN.RUN) LENGTH (loft MIN.RUN) D. DEPTH TO TOP OF PIPE 5-0" MINIMUM E. MAXIMUM OPERATING PRESSURE OF 150 PSI F. FACTOR OF SAFETY OF 1.5 TEE BRANCH z 2. FOR END PLUGS, USE RESTRAIN PIPE LENGTH GIVEN FOR DEAD END FITTING. < 0 z 3. THE LENGTH ("L") OF NEW PIPE TO BE RESTRAINED IS THE LENGTH FOR EACH w J SIDE OF THE FITTING. TEES 4. THE ABOVE INFORMATION WAS PROVIDED USING THE THRUST RESTRAINT PROGRAM ISSUED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA) AND IS BASED ALL JOINTS WITHIN LENGTH "L" ON THE ASSUMPTIONS LISTED IN NOTE 1. RESTRAINED LENGTH REQUIREMENTS FOR SHALL BE RESTRAINED ON THE TEE FIELD CONDITIONS AND PIPE SIZES DIFFERING FROM THOSE LISTED ABOVE SHOULD BRANCH BE EVALUATED SEPARATELY. RESTRAINED 5. RESTRAINED JOINT PIPE AND FITTINGS SHALL BE USED ONLY AS ALLOWED BY THE © JOINT PIPE DIAGRAMS PROJECT PLANS AND/OR SPECIFICATION. (IF THRUST BLOCKS ARE USED SEE SCALE: NOT TO SCALE THRUST BLOCK DETAIL) 6. TEE FITTINGS: PIPE SIZE SHOWN FOR THE TEE IS THE SIZE OF THE RUN. THE RESTRAINED LENGTH SHOWN IS FOR THE BRANCH. THE VALUE OF THE RESTRAINED LENGTH ASSUMES THAT THE SIZE OF THE BRANCH IS EQUAL TO OR LESS THAN THE RUN. THE VALUE OF THE Lr=USED IN THE TABLE IS 10 FEET. (Lr= TOTAL LENGTH BETWEEN FIRST JOINTS ON EITHER SIDE OF THE TEE ON THE RUN.) JOINT RESTRAINT SCHEDULE AND NOTES SCALE: NOT TO SCALE RESTRAINED JOINT DETAILS PIPE SIZE INCHES MIN NO. OF 3/4 "RODS 2 21 3 21 4 2 6 2 8 2 10 2 12 2 14 4 16 4 18 6 20 6 24 8 30 14(8) 2 36 18(12) 2 NUT TIE RODS RESTRAINED END CAP RETAINER WASHER TIE RODS NUT BONS RETAINER CLAMPS RETAINER CLAMPS NUT - TIE RODS ALTERNATE STYLE AS MANUFACTURED BY STAR SUPPLY CORP OR APP EQUAL, HIGH -STRENGTH CORTEN NOTES: ROTO-RING GLAND (HYD END) FIXED 1. APPLIES TO 5/8" GLAND RODS AS WELL. 2. MIN NO. OF 1" RODS. MJ ANCHORING PIPE GLAND CLOW F-1216 OR RESTRAINT APPROVED EQUAL ANCHORING PIPE 9 JOINT RESTRAINT OPTIONS SCALE: NOT TO SCALE WITH FURTHER PUMPING AS REQUIRED, FOR A PERIOD OF AT LEAST TWO HOURS, THE SECTION TESTING WATER MAINS: UNDER TEST SHALL BE CONSIDERED TO HAVE PASSED THE PRESSURE TEST. 1. THE CONTRACTOR SHALL SUBMIT A TESTING PLAN FOR FLUSHING, PRESSURE TESTING, S. LEAKAGE TEST SHALL BE PERFORMED CONCURRENTLY USING A MINIMUM TEST PRESSURE OF LEAKAGE TESTING AND DISINFECTION OF WATER MAINS TO BE APPROVED BY THE ENGINEER 150 LBS/SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER ISGREATER, BASED PRIOR TO COMMENCING PIPING INSTALLATION. ON THE ELEVATION OF THE LOWEST POINT IN THE SECTION UNDER TEST AND CORRECTED TO ELEVATION OF THE GAUGE. LEAKAGE TEST DURATION SHALL BE A MINIMUM OF 2 HOURS 2. AFTER TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, CONSISTING OF A AFTER LEAKAGE RATE HAS STABILIZED. PRESSURE TEST AND A LEAKAGE TEST, SHALL BE PERFORMED ON ALL SECTIONS OF WATER MAINS INSTALLED. LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH PRESSURE 9, MAXIMUM ALLOWABLE LEAKAGE SHALL BE AS SHOWN IN THE FOLLOWING TABLE: TEST. TEST SECTION SHALL BE LIMITED TO ABOUT 2,000 FT (MAX.) OR FOR EACH DIFFERENT ALLOWABLE LEAKAGE PER 1,000 FT (305M) OF PIPELINE (GPH) PIPE MATERIAL SEGMENT, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 3. AFTER ALL TESTS AND INSPECTIONS HAVE BEEN PERFORMED EVIDENCE OF COMPLIANCE SHALL AVG. TEST PRESSURE NOMINAL PIPE DIAMETER -IN. PSI 4 6 8 10 12 14 16 BE FORWARDED TO OWNER/ENGINEER AND THE MUNICIPALITY PRIOR TO ACCEPTANCE. 450 0.57 0.86 1.15 1.43 1.72 2.01 2.29 400 0.54 0.81 1.08 1.35 1.62 1.89 2.16 4. ALL WATER FOR TESTS SHALL BE FURNISHED AND DISPOSED OF BY THE CONTRACTOR AT THE 350 0.51 0.76 1.01 1.26 1.52 1.77 2.02 CONTRACTOR'S EXPENSE. SOURCE AND/OR QUALITY OF WATER WHICH THE CONTRACTOR 300 0.47 0.70 0.94 1.17 1.40 1.64 1.87 PROPOSES TO USE IN TESTING LINES SHALL BE ACCEPTABLE TO THE ENGINEER. 275 0.45 0.67 0.90 1.12 1.34 1.57 1.79 250 0.43 0.64 0.85 1.07 1.28 1.50 1.71 5. HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS PARTIALLY 225 0.41 0.61 0.81 1.01 1.22 1.42 1.62 BACKFILLED TO SIMPLY CHECK WORK, BUT ACCEPTANCE OF SYSTEM SHALL BE BASED ON 200 0.38 0.57 0.76 0.96 1.15 1.34 1.53 HYDROSTATIC TESTS RUN ON FINISHED SYSTEM AFTER IT HAS BEEN COMPLETELY BACKFILLED. 175 0.36 0.54 0.72 0.89 1.07 1.25 1.43 150 0.33 0.50 0.66 0.83 0.99 1.16 1.32 6. HYDROSTATIC TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING, AS 125 0.30 0.45 0.60 0.76 0.91 1.06 1.21 MODIFIED HEREIN; 100 0.27 0.41 0.54 0.68 0.81 0.95 1.08 6.1. SECTION 5 OF AWWA STANDARD C600, LATEST ADDITION, FOR DUCTILE -IRON MAINS. 10. IF LEAKAGE IN SYSTEM EXCEEDS THE SPECIFIED AMOUNT, THE CONTRACTOR SHALL, AT NO 7. FOR PRESSURE TESTING OF DUCTILE -IRON MAINS, THE SYSTEM SHALL BE PRESSURIZED AND ADDED COST TO THE OWNER, LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND RE -TEST MAINTAINED AT A MINIMUM OF 150 POUNDS PER SQUARE INCH, OR 1.5 TIMES THE WORKING PIPING SYSTEM. PRESSURE, WHICHEVER IS GREATER, BASED ON THE ELEVATION OF THE LOWEST POINT IN THE SECTION BEING TESTED AND CORRECTED TO THE ELEVATION OF THE GAUGE. PROVISIONS SHALL BE MADE TO RELIEVE AIR TRAPPED AT HIGH POINTS IN THE SYSTEM THROUGH ADJACENT HYDRANTS OR THROUGH TAPS AND CORPORATION STOPS INSTALLED FOR THIS PURPOSE BY THE CONTRACTOR. AFTER SAID PRESSURE HAS BEEN MAINTAINED SUCCESSFULLY, FINISHED GRADE SANITARY SEWER o z OR STORM SEWER R PIPE BEDDING in i cn z 45' ELBOW (TYP.) I I g I i i� 6"•: MIN. COMPACTED r ` i .,_.....� _I } 1=� I' 1 I r : SUBGRADE NOTES: 1. WHEN THE ELEVATION OF THE SEWER CAN NOT BE VARIED TO MEET THE ABOVE REQUIREMENTS, THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS REQUIRED SEPARATION. 2. WHEN IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS INDICATED ABOVE, BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL JOINT DUCTILE IRON PIPE OR PVC WATER WORKS GRADE PRESSURE PIPE FOR 10' EACH SIDE OF CROSSING AND SHALL BE PRESSURE TESTED TO 150psi TO ASSURE WATER TIGHTNESS. WATERLINE OFFSET DETAIL •� O SCALE: NOT TO SCALE FUU` V.ENGjH (0 ON WATER MAIN NOTES: 7y 1. ALL WATER LINES SHALL BE CEMENT LINED DUCTILE IRON PIPE, CLASS 52, UNLESS OTHERWISE SPECIFIED BY OR APPROVED BY THE ENGINEER. FILL 2. THE WATER LINE MAY BE DEFLECTED WITHIN PIPE SPECIFICATIONS OR LAID DEEPER IN AREAS WHERE CROSSINGS WITH THE SANITARY LINE OCCUR, TO ACHIEVE THE REQUIRED 1.5' VERTICAL SEPARATION DISTANCE. (SEE WATERLINE -PROPOSED OFFSET DETAIL FOR FURTHER INFORMATION). WATERLINE 3. WATER MAINS SHALL BE TESTED PER AWWA SECTION C 600 OR C605. (SEE WATER MAIN TESTING NOTES) 4. THE WATER MAIN IS TO BE INSTALLED AT A CONTINUOUS GRADE WITH NO ABRUPT HIGH OR LOW POINTS. 5. THRUST RESTRAINT: A. THE WATER MAIN THRUST RESTRAINT METHOD USED FOR THIS PROJECT SHALL BE RESTRAINED JOINT PIPE AND FITTINGS. ALL PUSH ON JOINTS SHALL USE FIELD-LOK RESTRAINING GASKETS OR EQUIVALENT. B. IN ADDITION TO THE RESTRAINED JOINT PIPE AND FITTINGS, CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL FITTINGS AT CONNECTIONS TO EXISTING WATER MAINS. IF THE CONNECTION TO AN EXISTING MAIN IS MADE WITH A STRAIGHT RUN OF PIPE AND THE CONNECTION TO THE EXISTING MAIN FALLS WITHIN THE RESTRAINED LENGTH REQUIRED FOR THE FIRST PROPOSED FITTING BEYOND THE CONNECTION THEN A CONCRETE THRUST BLOCK SHALL BE INSTALLED AT THAT FITTING. C. IN GENERAL CONCRETE THRUST BLOCKS MAY BE USED TO SUPPLEMENT, BUT NOT REPLACE, THE RESTRAINED JOINT PIPE AND FITTINGS WHERE NEEDED. 6. DISINFECTION OF PORTABLE WATER MAINS: D. DISINFECTION WILL BE ACCOMPLISHED AFTER PIPE HAS PASSED ANY LEAKAGE TESTS. E. THE MUNICIPALITY AND THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE START OF PRESSURE TESTING, LEAKAGE TESTING, AND DISINFECTION. F, DISINFECTION WILL BE PERFORMED IN ACCORDANCE WITH AWWA STANDARD C 651-05 OR LATEST EDITION. (EXCLUDING SECTION 4.4.2 COVERING THE TABLET METHOD). (SEE WATER MAIN DISINFECTION NOTES) 18oTToM NOTES: IF 18" VERTICAL SEPARATION CAN NOT BE ACHIEVED AT LOCATIONS OF WATER MAIN & SEWER CROSSINGS, CONTRACTOR SHALL CONSTRUCT EITHER OF THE FOLLOWING OPTIONS: 1. CONSTRUCT SEWER OF PVC WATERWORKS GRADE PRESSURE PIPE MATERIAL 10' ON EACH SIDE OF THE WATER MAIN AND TEST TO 150PSI TO ASSURE TIGHTNESS. 2.EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATER TIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING. THE CARRIER PIPE SHALL BE OF MATERIAL APPROVED FOR THE USE IN WATER MAIN CONSTRUCTION. SECTION WATER/SEWER SEPARATION REQUIREMENTS SCALE: NOT TO SCALE P Approved under the authority of a resolution adopted -L ) by the r v da e s ynea) _ Springs, LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com OF NEW y I JOHiy O C A VU0015 I� FESS I ONP LEXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WJK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: WATER SYSTEM DETAILS DRAWING NUMBER: C560 PIPE OUTLET SHALL BE ANGLED TOWARD 1 /8" THICK x 2" WIDE DIRECTION OF FLOW 2" FLAT STAINLESS STEEL RESTRAINING STRAP BENT AROUND DROP 4 PIPE C57O MANHOLE FRAME & COVER - GRADE EXTENTION RINGS PRECAST GRADE EXTENSION RINGS.- 12 DIA X 3" LONG / 4" MIN-10" MAX. EXISTING MANHOLE SECTION HEX HEAD STAINLESS BRICKS SHALL NOT BE USED STEEL ANCHOR BOLT NOTE: 4 DRILLED INTO 1. ALTERNATE INVERT CHANNEL PATTERN FOR 90' BEND CONCRETE MH WALL 2 INLET AND OUTLET OF PIPE SHOWN ON PLAN VIEW OF REINFORCED PRECAST CONCRETE - BASE ARE NOT TYPICAL FOR ALL MANHOLES. REFER TO RESTRAINING STRAP MANHOLE CONE SECTION AS UTILITY PLAN FOR INLET AND OUTLET DIRECTION. MANUFACTURED BY FORT MILLER CO. INC., OR EQUIVALENT A PLAN r-EXISTING GRADE �� / 8 _ -__1 COPOLYMER PROPYLENE o: > 0 U., Z 4 to CORE DRILL HOLE IN EXISTING MANHOLE WALL AND INSTALL FLEXIBLE BOOT BY KOR-N-SEAL OR APPROVED EQUAL. FILL VOID WITH 3000 PSI AIR ENTRAINED CONCRETE. PROVIDE 8" MIN. BETWEEN TOP/BOTTOM OF CORE BRASS, STAINLESS STEEL OR TO ANY MANHOLE JOINT FUSED SANITARY TEE EXISTING PRECAST �CLEANOUT OPENING CONCRETE MANHOLE WITH BRASS OR PROPOSED INVERT IN STAINLESS STEEL FORCE MAIN REMOVABLE CAP STAINLESS STEEL STRAP -71 4' O.C.-2 MIN.pp- EXISTING CHANNEL AND BENCHWALLS EXISTING SECURE PIPE TO SEWER PIPE BENCH WITH STAINLESS STEEL STRAP OUTLET SHALL BE ANGLED 15 TOWARD DIRECTION OF FLOW INVERT OUT NOTES: EXISTING SEWER PIPE 1. WOOD SHALL NOT BE USED. 2. NO GLUE FITTINGS ARE PERMITTED, JOINTS OR BUSHINGS SHALL BE USED. 3. FITTINGS SHALL BE BRASS, STAINLESS STEEL, OR FUSED. 4. CONTRACTOR TO ENSURE THAT PROPOSED CONNECTION DOES NOT CONFLICT WITH EXISTING STRUCTURE STAIRS. 5. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW. 6. THE CONTRACTOR SHALL PROVIDE AN OBIC ARMOR SYSTEM, OR APPROVED EQUAL, LINING INSIDE THE EXISTING MANHOLE FOLLOWING FORCE MAIN TIE IN.. EXISTING MANHOLE INSIDE DROP -FORCE MAIN SCALE: NOT TO SCALE SPN T I ,q�' D EJ GROUP COVER PN#00120321 OR EQUAL. CLASS "B" CONCR CLEAN -OUT a PLUG _ D SCREW -IN PLUG SEWER NON-SKID COVER DESIGN, CIRCULAR RAISED RIB PATTERN EJ GROUP FRAME PN#00120715 MACHINED 45' ELBOW OR EQUAL. PLAN NON -ROCKING SEATS FLANGE WYE BRACING F 77--, WEB (6 REQ'D) uo FLOW "24" 10" N w MANHOLE STEPS 12" O.C. a FINISHED GRADE N COVER 5' I.D. PRECAST BY FORT h PORTLAND APPROVE CEMENT MORTAR 3„ DR-1 FORC 4 7 4'-0" MIN. BUTYL ROPE AS 6 5'-0" MIN. WHEN DEPTH >15' PRIMARY JOINT SEALER CrJ70 REINFORCED PRECAST CONCRETE MANHOLE RISER SECTION AS INVERT, CHANNEL AND MANUFACTURED BY FORT MILLER BENCHWALLS FLEXIBLE CONNECTIO 7 CO. INC., OR EQUIVALENT INSERTED OR CAST INTO WALL C57O 8 " C570 INVERT IN OR REINFORCED PRECAST CONCRETE INVERT OUT MANHOLE BASE SECTION AS-----,,". MANUFACTURED BY FORT MILLER CO. INC., OR EQUIVALENT 8" MIN. EXTEND • ••' :} TYP. TO SPRING LINE 12" �' A R. SEWER PIPE OF PIPE - 12" MIN. NYSDOT%' �r w PLACE NON -WOVEN GEOTEXTILE FS11 ( r ^ NO. 2 CRUSHED I; � � t `r'�r°r (PROPEX GEOTEXT 451 OR APPROVED STONE �1\���' t SEWER PIPE; (a: '`Pti� EQUIVALENT) ON TOP OF STONE "UNDISTURBED EARTH, OR COMPACTED STRUCTURAL FILL NOTES: USE ONLY WET -CAST UNITS. DRY -CAST NOT ACCEPTABLE 1. INVERT SHALL BE FILLETED. 2. REINFORCEMENT FOR MANHOLE COMPONENTS SHALL BE DESIGNED BY A LICENSED NEW YORK STATE PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION IN CONFORMANCE WITH ASTM C478-85A. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. STRUCTURE SHALL BE DESIGNED FOR HS20-44 VEHICULAR LOADING PLUS 25% IMPACT. 3. CONCRETE TO TEST 4,500 PSI AT 28 DAYS IN CONFORMANCE WITH A.S.T.M. C-478-85A. 4. BENCH SHALL BE BUILT FOR FLOW BETWEEN INLET AND OUTLET. 5. EACH MANHOLE EXTERIOR SHALL RECEIVE TWO BITUMINOUS COATS. 6. ALL MANHOLES SHALL BE VACUUM TESTED PRIOR TO BACKFILLING PER SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS AND SPECIFICATIONS. 7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW. 2 PRECAST CONCRETE MANHOLE SCALE: NOT TO SCALE 24" "NEENAH" R-7506-E SERIES SQUARE FLOOR BOX FRAME AND LID, 13" OR EQUAL. 1112" GRASS 1 2" f s" REINFORCING IN LINE AT BEND SECTION RIBS A NOTES: NOTE: 1. SEWER PIPE FITTINGS TO BE ASTM D-3033 OR D-3034 SDR-26. 1. FRAME AND COVER SHALL BE DESIGNED FOR HS20-44 2. TO BE USED FOR GRAVITY PORTION OF SANITARY SYSTEM AS VEHICLE LOADING AND 25% IMPACT. WELL AS THE STORM ROOF DRAINAGE SYSTEM. HEAVY DUTY SCALE: NOT TO SCALE 1N / SCALE: NOT TO SCALE FLEXIBLE RUBBER BOOT INSIDE FACE SEAL ASSEMBLY IN OF CORED HOLEM BY r, KOR-N-SEAL OR APPROVED MANHOLE EQUAL (ASTM C923) SERIES 304 STAINLESS STEEL BAND CLAMP & SERIES 305 STAINLESS CORED OPENING SHALL BE STEEL ADJUSTMENT SCREW. FILLED WITH NON -SHRINK i e f WATER PROOF GROUT AFTER PIPE IS INSTALLED 2" t PROJECTION INTO MH AT PIPE SPRINGLINE INVERT z M ALUMINUM ALLOY IBOOTAND HOLDING -SEWER PIPE- ENTERING OR I EXITING MANHOII_E I TOP OF BASE SLAB FLEXIBLE PIPE i- JOINT I- OR JOINT COUPLING PRECAST CONCRETE s I (SEE TABLE BELOW) BASE SECTION y "A"DISTANCE PER TABLE w - - - - - - - I FLEXIBLE JOINT REQUIREMENTS m ONE-WAY INVERT PRECAST CONCRETE MANHOLE SECTION (TYP) BUTYL ROPE AS PRIMARY JOINT SEALER (SEE TABLE BELOW) 12" MIN. WIDE BUTYL TAPE V ON EXTERIOR OF JOINT r--EXTEND WALL STEEL REINFORCEMENT INTO JOINT LIPS MANHOLE SIZE OF BUTYL ROPE INSIDE DIAMETER JOINT SEALER 4'-0" ill 5'-0" &LARGER 1 1/2" 6 MANHOLE JOINT SCALE: NOT TO SCALE 2" t PIPE PROJECTION INTO MH(TYPICAL) Q FORM SMOOTH PLAN \�IqF_�CURVE MULTIPLE INVERT FORM SMOOTH M CURVE �- -f `INVERT IN MIN. PITCH ACROSS MH STANDARD INVERT SECTION NVORTHFDROP L A o SLOPE TOP OF ; STEEL TROWEL BENCHWALL 2" PER SMOOTH ALL CHANNEL PIPE FOOT & BENCHWALL SURFACES _ CHANNEL DEPTH SOLID---+ JNVERT - 0.8 PIPE ID CAST -IN -PLACE. -- CONCRETE AIR ENTRAINED 4,000 PSI MIN T IJ 4 MANHOLE FRAME C 70 & COVER BUTYL ROPE AS C57O PRIMARY JOINT SEALER ARI OPTIMAL FLOW SOLUTIONS MODEL D-020 COMBINATION AIR VALVE FOR WASTEWATER WITH 2" NPT CONNECTION 2" STAINLESS STEEL OR BRASS THREADED NIPPLE, 6" LENGTH 2" WATERWORKS BRASS OR STAINLESS STEEL FULL PORT BALL VALVE WITH 1/4 TURN CHECK AND RESTRAINED THREADED CONNECTION 2" STAINLESS STEEL OR BRASS THREADED NIPPLE, 6" LENGTH 8 MANHOLE STEPS 12 O.C. (TYP) C540 FINISHED GRADE PORTLAND CEMENT MORTAR z 2" QUICK CONNECT in N 3" STAINLESS STEEL OR BRASS THREADED NIPPLE AND I 3"x2" THREADED REDUCER 3" FUSED, STAINLESS STEEL OR BRASS THREADED TEE 3" DR-11 HDPE- ' FORCE MAIN 3" WATERWORKS BRASS OR STAINLESS STEEL STRAIGHT PRECAST HOLE WITH t Z COUPLING WITH RESTRAINED C57O FLEXIBLE BOOT CONNECTION (TYP OF 2) 3" WATERWORKS BRASS OR STAINLESS _ b STEEL FULL PORT BALL VALVE WITH 1/4 ci 5' I.D. PRECAST MANHOLE TURN CHECK AND RESTRAINED THREADED BY FORT MILLER OR CONNECTION (TYP OF 2) APPROVED EQUAL. ffi ADJUSTABLE GALVANIZED STEEL f _ FIELD POURED FLOOR 5 PIPE SUPPORT TO SUPPORT TEE SLOPED TO SUMP - 4 w AND VALVES. (TYP)" = (J"/FT), 4000 PSI 4 12" COURSE OF NYSDOT NO. 2 CRUSHED STONE. PROVIDE STONE T ) =d TO SPRING LINE OF PIPES _ wi PLACE NON -WOVEN GEOTEXTILE (PROPEX GEOTEXT UNDISTURBED EARTH 451 OR APPROVED OR COMPACTED EQUIVALENT) ON TOP OF STRUCTURAL FILL STONE NOTES: 1. CONTRACTOR TO CONFIRM ADEQUATE SPACE WITHIN MANHOLE STRUCTURE TO COMPLETE ALL FITTINGS AND APPURTENANCES AS SHOWN PRIOR TO ORDERING STRUCTURE. 2. HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS STEEL INSERT PIPE STIFFENERS FOR ALL PACK JOINT/COMPRESSION CONNECTIONS. 3. MANHOLE SHALL BE VACUUM TESTED PRIOR TO BACKFILL. 4. RESTRAINED TUBING CONNECTION SHALL BE GRIP -RING OR PACK JOINT TYPE, OR APPROVED EQUAL. 5. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW. © 24" OVERLAP (2) #3 BARS v 3" CLEAR (TYP) ; r EJ GROUP PLAN COVER PN#00156446 FRAME PN#00156411 OR EQUAL. CLEAN -OUT W/ 36" SQUARE (2) #3 BARS SCREW -IN PLUG, 3" CLEAR (TYP) OR EQUAL. CLASS "A" BIT. CONC. PAVEMENT fPLANSIN CORDANCE WITH CONCRETE 1-4\ 12„ -►� & DETAILS SECTION ----SAWED HALF PIPE B MAY BE USED NOTE: NOTE: INLET AND OUTLET OF PIPES SHOWN ON PLAN VIEW OF BASE ARE NOT REFERENCE MANHOLE DETAIL(S) FOR REQUIRED INVERT CHANNEL CONFIGURATION. NECESSARILY TYPICAL OF ALL MANHOLES. REFER TO UTILITY PLAN FOR PIPE CONNECTION TO MANHOLE - 'Do ©LET AND OUTLET DIRECTIONS. PRECAST OR CORED HOLE W/ INSERTED FLEXIBLE BOOT Q INVERT, CHANNEL AND BENCHWALLS SCALE: NOT TO SCALE U SCALE: NOT TO SCALE SEWER PIPE TYPE FLEXIBLE JOINT TYPE IN & OUT A DISTANCE FEET DUCTILE IRON STD RUBBER GASKET PIPE JOINT ONLY 10' MAX PVC STD RUBBER GASKET PIPE JOINT ONLY 3' MAX JZNEFMDWAY SUBBASE THICKNESS UNDER CONCRETE 45' ELBOW WYE FLOW IN LINE AT BEND NOTES: 1. PIPE AND FITTINGS TO MATCH SERVICE LINE PER PLAN. 2. TO BE USED FOR GRAVITY PORTION OF SANITARY SYSTEM AS WELL AS THE STORM DRAINAGE SYSTEM. 9 CLEAN OUT - TRAFFIC AREAS SCALE: NOT TO SCALE SCALE: NOT TO SCALE Approved under the authority of a resolution adopted by the dat ) Planni ,139 he atoga Springs. SELECT GRANULAR FILL TO BE `" ; f s.gpedz PLACED BENEATH PAVEMENTS PAVEMENT OR ORIGINAL GROUND ALL BACKFILL MATERIAL TO BE PLACED IN 8" MAX. LIFTS AND BE COMPACTED TO 95% MODIFIED PROCTOR. DEBRIS, FROZEN MATERIALS, LARGE CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE NOT INTENDED TO REPRESENT A MATERIALS SHALL NOT BE USED AS BACKFILL. SAFE/STABLE SLOPE 6" WIDE GREEN LOCATOR TAPE, MARKED "CAUTION SEWER BELOW" 3 PIPE ZONE BACKFILL - SELECT GRANULAR FILL (NOT TO EXCEED 1" IN SIZE) PLACED IN 6" LIFTS AND MECHANICALLY COMPACTED TO 95% MODIFIED PROCTOR TRACER WIRE FOR DIRECTIONAL DRILLING AND FORCE MAINS. 18 MIN. NON -WOVEN GEOTEXTILE ENVELOPE (PROPEX GEOTEX 451 OR APPROVED EQUIVALENT) �- PIPE TYPE & SIZE VARIES. SEE PLAN STONE BEDDING -CRUSHED STONE #1 AND #2 NOT TO EXCEED 1" IN SIZE. FOR 6" MIN. FOR PIPES 5 12" UNSTABLE TRENCH BOTTOM USE ADDITIONAL 12" MIN. FOR PIPES z 14" {` DEPTH OF STONE AS NECESSARY TO PROVIDE FIRM FOUNDATION. COMPACTED TO 12" MIN. 12" IN. 95% MODIFIED PROCTOR. NOTES: 1. NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED FOR BACKFILL IF APPROVED BY THE ENGINEER. 2. GRAVITY SEWER LINES SHALL BE SDR 26 PVC, INCLUDING FITTINGS. PROVIDE 4' MIN. COVER. 3. FORCE MAIN LINE SHALL BE C-900 DR 11 HDPE (200 PSI MINIMUM). PROVIDE 5' MIN. COVER. 4. GRAVITY SEWER LATERALS SHALL BE LAID AT UNIFORM GRADE OF j INCH PER FOOT (ABOUT 2%). 5. WHERE A WATER TABLE CONDITION EXISTS, STONE BEDDING SHALL BE WRAPPED IN A NON -WOVEN GEOTEXTILE ENVELOPE (PROPEX GEOTEX 451, OR APPROVED EQUAL). 6. CONTRACTORS SHAL'_ COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS. 7. TRACER WIRE SHALL BE A MINIMUM OF #10 GAUGE STRANDED STAINLESS STEEL, INSULATED WITH HDPE, COLORED GREEN AND APPROVED FOR HORIZONTAL DIRECTIONAL DRILLING APPLICATIONS. C SANITARY SEWER 1 0 PIPE TRENCH DETAIL TYPICAL SCALE: NOT TO SCALE LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com DZ3 L T 001 EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 -1 r LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WJK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: SANITARY SEWER SYSTEM DETAIL DRAWING NUMBER: C570 Cn J a z 0 a d r1 N N N LO ti 0 5 Co 0 co 0 0 Cz Cz J N N 0 x e C5 v M 0 0 a T T ¢ N m O 'D 'g C o 66 T PUMP STATION NOTES: 1. ALL PRE CAST CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE A.S.T.M. STANDARDS. CONCRETE TO TEST 4000 PSI AT 28 DAYS. 3" DUCTILE IRON 45 DEGREE 2. CONTRACTOR SHALL SUBMIT PRE CAST CONCRETE CHAMBER SHOP DRAWINGS INDICATING PERTINENT DIMENSIONING, REINFORCEMENT SIZES, SPACING, ELBOW WITH FLANGE CONNECTIONS LOCATIONS AND QUANTITIES. CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS CREATED BY AN HS20-44 TRUCK PLUS 25% IMPACT AS DEFINED IN THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) DESIGN STANDARDS. 3" DUCTILE IRON OMATIC 3. AN ALUMINUM WARNING PLATE SHALL BE RIVETED OR OTHERWISE PERMANENTLY ATTACHED TO THE CHAMBER. THE PLATE SHALL BE A MINIMUM OF 12" X "WARNING FLANGE PLUG VALVE WITH FLAN CONNECTIONS (TYP OF 3) 12" AND SHALL BE ENGRAVED WITH THE FOLLOWING LANGUAGE: - CONFINED SPACE - ENTRY PROHIBITED WITHOUT AUTHORIZATION". 4. ALL MOUNTING HARDWARE INCLUDING BOLTS, NUTS, ANGLE BRACKETS AND OTHER MISC. ITEMS LOCATED WITHIN THE PUMP STATION SHALL BE OF 3" DUCTILE IRON FLOMATIC SWING NON -CORROSIVE CONTT. (I.E.-STAINLESS STL., ALUM., GALV.) 8'0 ID PRECAST REINFORCED CONCRETE CHECK VALVE, MODEL 745 WITH 5. ALL INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRIC CODE, LATEST EDITION. CHAMBER W/RISER SECTIONS AS FLANGE CONNECTIONS (TYP OF 2) 6. PROVIDE ADDITIONAL CONDUITS FOR CONTROL WIRING AS PER MANUFACTURER'S RECOMMENDATIONS. ALL CONDUITS SHALL BE GAS TIGHT SEALED. REQUIRED. 6" MIN. WALL THICKNESS LOCKABLE, WATER RESISTANT, DOUBLE LEAF 7. PROJECT ENGINEER AND OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 72-HOURS PRIOR TO START UP AND TESTING OF THE STATION. ALUMINUM ACCESS HATCH WITH SAFETY GRATE, 8. THE PUMP STATION SHALL BE PROVIDED WITH DUAL EXPLOSION PROOF SUBMERSIBLE NON -CLOG SEWAGE PUMPS INCLUDING DUPLEX CONTROL PANEL. `' '"'- ""' CLEAR OPENING SHALL BE 60"X36". FRAME AND PUMPS SHALL OPERATE ALTERNATIVELY IN A LEAD -LAG SEQUENCE ON EVERY PUMP CYCLE. GRATE SHALL BE HEAVY DUTY FOR UNINTENDED 9. THE CONTROL PANEL SHALL INCLUDE THE FOLLOWING FEATURES AND ACCESSORIES: TRAFFIC AT A MINIMUM. HATCH TO BE CAST INTO - NEMA 4X AND UL RATED ENCLOSURE W/ LOCKABLE HATCH VENT IN ROOF SLAB SLAB BY PRECAST MANUFACTURER. ' - INTRINSICALLY SAFE RELAYS OF PUMP STATION -- o - HAND -OFF -AUTO (HOA) TOGGLE SWITCH FOR EACH PUMP i 1 " J - SOFT STARTER FOR EACH PUMP - LEAD LAG ALTERNATING CIRCUIT - INTRINSICALLY SAFE LEVEL TRANSDUCER AS PRIMARY LEVEL SENSOR _ - INTRINSICALLY SAFE MECHANICAL FLOAT SWITCHES AS BACKUP LEVEL SENSOR / - ALARM LIGHT - ALARM HORN WITH SILENCE SWITCH - MANUAL RESET 81 - AUXILIARY DRY CONTACTS FOR ALARMS - CIRCUIT BREAKER PUMP DISCONNECT - GREEN RUN PILOT LIGHT FOR EACH PUMP 1 6 (TYP) cn - SEAL FAIL INDICATOR LIGHTS / - THERMAL OVERLOAD PROTECTION - CONVENIENCE RECEPTACLE WITHIN PANEL 8"0 SDR-26 PVC 3" DUCTILE IRON GATE 3" DUCTILE IRON DRAIN PIPE AT 1 % - INDIVIDUAL PUMP RUN TIME METERS GRAVITY SEWER PIPE VALVE AND VALVE BOX MIN. TO PUMP STATION 10. CONTRACTOR SHALL PROVIDE A TRIPOD & ELECTRICAL WINCH TO OWNER FOR PUMP REMOVAL. WITH DROP INLET„t 11 THE FOLLOWING ALARMS SHALL BE PROVIDED IN THE PUMP STATION CONTROL PANEL - - -PUMP FAILURE & MALFUNCTION' ' -START LAG PUMP -HIGH WATER LEVEL -LOW WATER LEVEL? -COMMUNICATION LINK FAILURE 12. A COMMON ALARM SHALL BE PROVIDED IN THE GROUND FLOOR MAINTENANCE OFFICE IN NORTH BUILDING AS DETAILED IN THE NOTE BELOW TO RELAY STAINLESS STEEL ALARMS FROM THE PUMP STATION CONTROL PANEL TO THE BUILDING AND NOTIFY STAFF WHEN THE STATION IS IN AN ALARM STATE. FLOAT SWITCH 13. ALARM NOTIFICATION SYSTEM: BRACKET. 13.1 SIGNAL WIRE TO BE PROVIDED FROM PUMP STATION CONTROL PANEL TO ALARM PANEL IN GROUND FLOOR MAINTENANCE OFFICE IN NORTH BUILDING. EXPLOSION PROOF JUNCTION BOXES FOR 13.1.1 DESIGN OF SIGNAL WIRE AND CONDUIT IS BY OTHERS, REFER TO ELECTRICAL PLANS. 13.1.2 ALARM PANEL IN MAINTENANCE OFFICE TO CONSIST OF: POWER & CONTROL CABLES (4 REQUIRED) g� 13.1.2.1 ALARM BOX NOTE: CONDUIT PENETRATIONS TO BE 13.1.2.2 22MM RED LIGHT FOR COMMON ALARM SEALED W/ GAS TIGHT FITTING AND FILLER 13.1.2.3 22MM BUZZER LEVEL 13.1.2.4 22MM SILENCE BUTTON TRANSDUCER 13.1.2.5 6 IN X 8 IN STEEL BOX 13.2 SYSTEM MONITORING TO ALSO BE PROVIDED VIA XYLEM AVENSOR MONITORING SYSTEM. 14. PUMP STATION SHALL BE PROVIDED BACKUP POWER VIA CONNECTION TO MAIN BUILDING GENERATOR SYSTEM. 15. ALL PUMP STATION COMPONENTS SHALL BE INSTALLED UNDER THE SUPERVISION OF A MANUFACTURER'S REPRESENTATIVE. CONDUIT NOTE: BELOW GRADE CONDUIT TO BE SCH 40 PVC, PUMP STATION START-UP INSTRUCTIONS: ABOVE GRADE CONDUIT TO BE RGS.ELECTRICAL 1. STARTING SYSTEM SERVICE A. THE CONTRACTOR SHALL PROVIDE THREE (3) DAYS NOTIFICATION TO THE OWNER REPRESENTATIVES, PROJECT ENGINEER, AND BUILDING INSPECTOR, TO BE DESIGNED BY OTHERS PRIOR TO START-UP OF THE PUMP STATION. B. THE CONTRACTOR SHALL ENSURE THAT EACH PIECE OF EQUIPMENT AND COMPONENT OF THE SYSTEM IS READY FOR OPERATION. CONTROL PANEL C. THE CONTRACTOR SHALL EXECUTE START-UP UNDER THE SUPERVISION OF OWNER REPRESENTATIVES, PROJECT ENGINEER, BUILDING INSPECTOR, AND MUNICIPALITY HAVING JURISDICTION. D. PROPERLYCONTRACTO NSTAR SHALLED SUBMIT A WRITTEN RII TENCREPORTLY.DICATING THAT EACH PIECE OF EQUIPMENT AND COMPONENT OF THE SYSTEM HAS BEEN PLAN VIEW 2. DEMONSTRATIONS AND INSTRUCTIONS A. THE CONTRACTOR SHALL DEMONSTRATE OPERATION AND MAINTENANCE OF THE SYSTEM TO OWNER TWO (2) WEEKS PRIOR TO DATE OF PROJECT COMPLETION OR ISSUANCE OF CERTIFICATE OF OCCUPANCY. THE CONTRACTOR SHALL DEMONSTRATE START-UP, OPERATION, CONTROL, ADJUSTMENT, TROUBLE -SHOOTING, SERVICING, MAINTENANCE, AND SHUTDOWN OF EACH ITEM OF EQUIPMENT. VENT PIPE 3. TESTING, ADJUSTING, AND BALANCING A. THE CONTRACTOR SHALL PROVIDE ALL TESTING, ADJUSTING, AND BALANCING OF SYSTEM. B. THE CONTRACTOR SHALL CLEAN, FLUSH, PRESSURE LEAK TEST ALL THE PIPING AND EQUIPMENT ACCORDING TO ACCEPTED STANDARDS. L_' 8" THICK CONCRETE 4 OPERATION AND MAINTENANCE DATA A. THE CONTRACTOR SHALL SUBMIT THREE (3) SETS PRIOR TO PROJECT COMPLETION, BOUND IN 8-1/2 X 11 INCH TEXT PAGES, THREE (3) D SIDE RING ROOF SLAB LOCKABLE, WATER RESISTANT, DOUBLE LEAF ALUMINUM ACCESS HATCH WITH SAFETY BINDERS WITH DURABLE PLASTIC COVERS. I i GRATE, CLEAR OPENING SHALL BE 60"X36". B. A BINDER COVER SHALL BE PROVIDED WITH PRINTED TITLE "OPERATION AND MAINTENANCE INSTRUCTIONS" AND TITLE OF PROJECT. I I FRAME AND GRATE SHALL BE HEAVY DUTY C. THE BINDER CONTENTS SHALL BE INTERNALLY SUBDIVIDED WITH PERMANENT PAGE DIVIDERS, LOGICALLY ORGANIZED, WITH TAB TITLES CLEARLY PRINTED ! FOR UNINTENDED TRAFFIC AT A MINIMUM. UNDER REINFORCED LAMINATED PLASTIC TABS. i UPPER GUIDE HATCH TO BE CAST INTO SLAB BY PRECAST D. AS A MINIMUM THE BINDER SHALL CONTAIN THE FOLLOWING: MANUFACTURER. 1. PART 1: DIRECTORY, LISTING NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF ENGINEER, CONTRACTOR, SUBCONTRACTORS AND MAJOR EQUIPMENT � � BAR BRACKET SUPPLIERS. (TYP OF 2) TOP OF STRUCTURE (310.15' 2. PART 2: COPY OF PLANS WITH ANNOTATED CHANGES IF ANY, SPECIFICATIONS AND ENGINEERING REPORT, COPY OF ALL APPROVED SHOP DRAWINGS, INSTALLATION MANUALS, OPERATION AND MAINTENANCE MANUALS, ARRANGED BY SYSTEM'S COMPONENTS. FINISH GRADE (309.65') 3. PART 3: PROJECT DOCUMENTS, MANUFACTURER'S AND SUPPLIER'S WARRANTIES AND CERTIFICATES. r PUMP STATION WET WELL TESTING: 1. PUMP STATION WET WELL SHALL BE TESTED FOR LEAKAGE AND ALL LEAKS SHALL BE REPAIRED IN A MANNER SUBJECT TO THE ENGINEER'S APPROVAL. STAINLESS STEEL A HYDROSTATIC SHALL BE PERFORMED IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS. FLOAT SWITCH PUMP LIFTING 2. HYDROSTATIC TESTING BRACKET i ` CHAIN (TYP OF 2) - HYDROSTATIC TESTING SHALL BE PERFORMED PRIOR TO FINAL PIPE CONNECTIONS. - UNLESS OTHERWISE APPROVED, CONDUCT ALL TESTING IN THE PRESENCE OF THE ENGINEER. NON -SPARKING - NOTIFY THE ENGINEER 48 HOURS IN ADVANCE OF TESTING. 3" SCH 40 PVC CONDUIT FOR STAINLESS STEEL - THE STRUCTURE SHALL BE COMPLETELY PLUGGED AND FILLED WITH WATER AND ALLOWED TO STAND FOR TWO (2) HOURS PRIOR TO ANY READING IN TRANSDUCER WITH STAINLESS I SYSTEM ORDER TO PERMIT ABSORPTION BY THE WET WELL STRUCTURE. STEEL STRAPS AT 2 O.C. 3 (TYPEOFI 2) - AFTER TWO (2) HOURS, A READING SHALL BE TAKEN AND THE STRUCTURE ALLOWED TO STAND FOR 24 HOURS. - THE DROP IN WATER LEVEL AFTER 24 HOURS SHALL BE NOTED. 6" (TYP) - LEAKAGE IN THE WET WELL SHALL NOT EXCEED 0.6 GALLONS/FT MANHOLE DIAMETER/FT OF MANHOLE DEPTH. - WET WELL FAILING THE TEST SHALL BE REPAIRED AND RETESTED TO THE SATISFACTION OF THE ENGINEER. PRECAST REINFORCED CONCRETE WET - THE CONTRACTOR SHALL COORDINATE AND BEAR ALL COSTS FOR PROVISION AND DISPOSAL OF WATER NECESSARY FOR THE LEAK TESTING OF THE WET WELL WITH RISER SECTIONS AS WELL. REQUIRED. STRUCTURE EXTERIOR TO ¢ PUMP STATION DATA: RECEIVE 2 BITUMINOUS COATS. 3" DUCTILE IRON 90 PUMP STATION: ALL STRUCTURE JOINTS SHALL BE BUTYL RUBBER i ! DEGREE ELBOW WITH FORCE MAIN HIGHEST ELEVATION = 303.85' WATERTIGHT JOINTS AND RECEIVE 12" MIN. WIDE i FLANGE CONNECTION LOW WATER ELEVATION = 298.15' BUTYL TAPE ON THE EXTERIOR OF THE JOINT. (TYP OF 2) STATIC HEAD Hs = 5.70' FM LENGTH = 904' CLEANOUT OPENING WITH BRASS OR -.� SIZE OF FORCE MAIN = 3 STAINLESS STEEL REMOVABLE CAP ! € INV OUT=303.30' PUMPS: BRASS, STAINLESS STEEL MANUFACTURES MODEL NUMBER = FLYGT NP 3085 SH 3- ADAPTIVE 256 OR FUSED SANITARY TEE FREQUENCY = 60 HZ NUMBER OF POLES = 2 CORE DRILLED OR PRE -CAST HOLE WITH MECHANICAL "LINK SEAL" ASSEMBLY (2) 3" DUCTILE IRON FORCE MAIN 12"X12"X3" SUMP 7' QF' �O Tj W W M 4: LOCKABLE, WATER RESISTANT, DOUBLE LEAF ALUMINUM ACCESS HATCH WITH SAFETY GRATE, CLEAR OPENING SHALL BE 60"X48". FRAME AND GRATE SHALL BE HEAVY DUTY FOR UNINTENDED TRAFFIC AT A MINIMUM. HATCH TO BE CAST INTO SLAB BY PRECAST MANUFACTURER. 3" DUCTILE IRON FLOMATIC PLUG VALVE AND VALVE BOX (TYP OF 2) RESTRAINED 3%3%3" DUCTILE IRON WYE WITH FLANGED CONNECTIONS. PROVIDE THRUST /BLOCK m m m n ,! ADAPTOR (TYP) E "3" DR11 HDPE FORCE MAIN W/ FUSION WELDED JOINTS. 3" BYPASS CONNECTION WITH 3" MALE CAMLOCK 3" DUCTILE IRON PIPE WITH FITTING WITH CAP FLANGE CONNECTIONS 3" DI THRUST RESTRAINED 90' BENDS. USE MECHANICAL JOINTS BELOW y GRADE AND FLANGED JOINTS ABOVE. 3" DUCTILE IRON PIPE WITH PROVIDE THRUST BLOCK. FLANGE CONNECTIONS 3" DUCTILE IRON FLANGED TRUE WYE 3" DUCTILE IRON PIPE WITH FLANGE CONNECTIONS (TYP) COPOLYMER POLYPROPYLENE MANHOLE STEPS AT 12" O.C. r-LOCKABLE, WATER RESISTANT, DOUBLE LEAF ALUMINUM ACCESS HATCH NTH SAFETY GRATE, CLEAR OPENING SHALL BE 60"X48". FRAME AND GRATE SHALL BE HEAVY DUTY FOR UNINTENDED TRAFFIC AT A MINIMUM. HATCH TO BE CAST INTO SLAB BY PRECAST MANUFACTURER. 3" BYPASS CONNECTION WITH 3" MALE CAMLOCK FITTING WITH CAP 8" THICK CONCRETE TOP OF STRUCTURE ROOF SLAB ________________ (310.15') FINISH GRADE (309.65') ---------------- `4 6" (TYP) c < PRECAST REINFORCED CONCRETE VALVE VAULT WITH RISER SECTIONS AS REQUIRED. STRUCTURE EXTERIOR TO RECEIVE 2 BITUMINOUS COATS. ALL STRUCTURE JOINTS SHALL BE BUTYL RUBBER WATERTIGHT JOINTS AND RECEIVE 12" MIN. WIDE BUTYL TAPE ON THE EXTERIOR OF THE JOINT. PHASE = 3� I DISCHARGE OUTLET DIAMETER= 3" (TYP. ALL PIPE PENETRATIONS) s RATED POWER = 4 HP 8" 0 SDR-26 PVC GRAVITY A'. 3" DUCTILE IRON GATE RATED CURRENTS ® 208V = 11A IMPELLER MATERIAL = HARD IRON Tm N-IMPELLERS SEWER PIPE INLET VALVE AND VALVE BOX PUMPS SHALL UTILIZE SOFT STARTS. INV.=301.62' WET WELL DATA: 0 APPROXIMATE SEASONAL HIGH 12" THICK COMPACTED DIMENSIONS OF WET WELL = 8'0' GROU95777ER ELEDWr101q=302.1± -.► NYSDOT #2 CRUSHED vouuME WATER I STONE BASE CORE DRILLED OR PRE -CAST HOLE WITH MECHANICAL "LINK SEAL" ASSEMBLY (TYP. ALL PIPE PENETRATIONS) TCOPOLYMER POLYPROPYLENE MANHOLE STEPS AT 12" O.C. 3" DUCTILE IRON FLOMATIC PLUG VALVE AND VALVE BOX (TYP OF 2) 3" DI BYPASS RISER PIPING WITH (2)" SS RESTRAINT RODS INV IN=303.30' INV OUT=303.30' PIPE SUPPORT 3" DUCTILE IRON (TYP) I a 4 PROVIDE DRAIN PIPE AT 1 % ( f N f THRUST BLOCK MIN. TO PUMP STATION _ (TYP) STRUCTURE FLOOR (301.30') 2' (TYP)• STRUCTURE BOTTOM (300.63') 376.0 1.00 BETWEEN LEAD PUMP ON & PUMPS OFF STAINLESS STEEL STRAP I€€ �. 928.7 2.47 BETWEEN LEAD PUMP ON & PUMPS STA INLET HIGH LEVEL ALARM (300.65') DRAW DOWN (DESIGN AVERAGE FLOW) = 4.75 MIN LAG PUMP ON (300.15') 8" THICK CONCRETE BASE STAINLESS STEEL WALL BRACKET CYCLE TIME (DESIGN AVERAGE FLOW) = Qo Qi+Q = 21.27 MIN DROP INLET TO TERMINATE AT I SLAB URED SPACED 3.5' O.C. MAX.) MONOLITHICALLY WITH NOTES: LAG PUMP ON ELEVATION . (2) 3" DUCTILE IRON STRUCTURE WALLS 1. ELECTRICAL SERVICE DESIGN FOR THE PUMP STATION IS BY OTHERS. LEAD PUMP ON (299.15') DISCHARGE PIPE 2. EMERGENCY POWER SUPPLY DESIGN TO THE PUMP STATION IS BY OTHERS DUPLEX NON -CLOG EXPLOSION ALL PUMPS OFF (298.15') I PROOF SUBMERSIBLE SEWAGE PUMPS LOW WATER LEVEL ALARM (297.65') E GROUT - ALL CORNERS (TYP.) PUMP INVERT (296.54') 1 1' (TYP) STRUCTURE FLOOR (296.15') rn 1 j . 6" TYP) .. �. 2' (TYP) STRUCTURE BOTTOM (295.48') ffi .. �'' _ 4 . fi STRUCTURE WALLS 12" THICK COMPACTED COMPACTED INTRINSICALLY SAFE LEVEL TRANSDUCER WITHIN NYSDOT #2 CRUSHED SUBGRADE PVC CONDUIT AS PRIMARY LEVEL SENSOR. SECTION VIEW STONE BASE MODEL LTU 801 AS MANUFACTURED BY FLYGT . INTRINSICALLY SAFE MECHANICAL INSTALL IN ACCORDANCE WITH MANUFACTURER'S FLOAT SWITCHES AS BACKUP RECOMMENDATIONS. PROVIDE 9" CLEARANCE LEVEL SENSORS (TYP) BETWEEN BOTTOM OF WET WELL AND BOTTOM OF TRANSDUCER. BOTTOM 1-2" OF UNIT TO BE EXPOSED BELOW CONDUIT. LOCATE AWAY FROM INFLUENT FLOW AND PUMPS. 1 SANITARY PUMP STATION AND VALVE VAULT DETAIL SCALE: NOT TO SCALE PUMP STATION COVER COMPACTEDY/ SUBGRADE 4,500 PSI CONCRETE FILL, SLOPE TO SUMP F6" SCH 40 BASIC VENT WITH 60" PLAIN END BARREL AS MANUFACTURED BY EZ VENT, OR APPROVED EQUAL. PROVIDE BIOVENT CARTRIDGE INSERT. CORE DRILLED OR PRE -CAST HOLE WITH MECHANICAL "LINK SEAL" ASSEMBLY PUMP STATION VENT PIPE 3%3"x3" WYE. Approved under the authority of a resolution adopted 2� by the e) F'la n of t Git of Saratoga Springs. La eLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com pF NEW y I 7 IN �Pl Co- r 3� GAO "t E S S l J\ EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WJK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01/13/2023 DRAWING NAME: PUMP STATION DETAILS & NOTES DRAWING NUMBER: C575 RAFTERS 02' O.C. SIZE PER SECTION I 3 2 C576 C576 9'-2" MIN. 11 ASPHALT SHINGLE ROOF ASPHALT 4 8 SHINGLE ROOF 2" OVERHAN m RIDGE BEAM EXTENDS TO END OF ROOF TO PICK UP FASCIA BOARD PER SECTION ® m ui 64 BEAM 30.0' 6'-6" MIN. 1'-4" I } 1 x6 FASCIA BOARD I I I I PRESSURE TREATED , 6x6 POST I I z Z 3'-6'3'-6" CONTROL o I 18" OF 4,500 PSI CONCRETE PANEL I �j 6" EXPOSED ABOVE GRADE ao I NO. 4 BARS ® 12" O.C.E.W. TOP AND BOTTOM. PROVIDE 3" CLR FROM TOP, BOTTOM AND EDGE OF PAD SIMPSON STRONG TIEIlk— MPB66Z POST BASE 12" COURSE OF I OR APPROVED EQUAL COMPACTED NYSDOT WITH MINIMUM I SUBBASE COURSE TYPE 2 MOMENT CAPACITY 1' MIN. 1' MIN. OF 2600 FT*LB EXISTING EXISTING GRADE TYP. EACH POST GRADE COMPACTED SUBGRADE\�\\i'\\.°. /NCRIE D �\ °' /\ % e / CONTROL PANEL CONCRETE PAD SECTION / ®. a .. •', �/ •' j\ . : ° /\ FOOTING 4 \j 18" DIA. CONCRETE SONOTBE a,. �� ° SEE SIDE ELEVATION \ FOOTING, MN. 4,500 PSI (TYP.). NOTES AND SPECIFICATIONS. 8 /\ FOR DETAILS REINFORCE WITH (6) #5 VERT 1. STRUCTURE DIMENSIONS REFLECT MINIMUM CONDITIONS AND ARE 'n AND #4 STIRRUPS ®12" WITH DEPENDENT ON CONTROL CABINET SIZING; CONTRACTOR TO UNDISTURBED % . /\ �/ ° / (2) #4 STIRRUPS WITHIN THE COORDINATE FINAL DIMENSIONS WITH PUMP STATION PANEL EARTH / •° �\ TOP 6 ABOVE BOTTOM OF REQUIREMENTS. EMBEDDED POST BASE 2. UALL NIFORM K SHALL OF NEW COMPLY WITH THE RELATED PROVISIONS OF THE CODEE \\ STANDARDS. /� 3. ALL BENT OR WELDED PLATE CONNECTORS ARE TO BE HOT �� \ \ \� DIPPED GALVANIZED CORROSION PROTECTED FINISH. /��//��/��K\\�K//\//\///� 4 BEYPRO PROVIDED WTHWS, OR NAILS CO CORROSION PROTECSED TO CTED FINISH. SHALL / / \ \ \ \ /� /� �� /� /� /� /�' 5. CONCRETE SHALL NOT BE CAST AGAINST EARTH. PROVIDE SONOTUBE FORM OR EQUAL TO PLACE CONCRETE PIERS. SECURE KICKER TO FACE OF BEAM WITH (6) SIMPSON SDS J"x2 J" SCREWS OR APPROVED EQUAL LO a M J Q y N U N OW LLD p O FRONT ELEVATION SIDE ELEVATION 1 CONTROL PANEL STRUCTURE SCALE: NOT TO SCALE CONNECT RIDGE BEAM TO POST WITH SIMPSON BS46 OR APPROVED EQUAL INSET 2x8 KICKERS INTO POST AND BOLT WITH (2) j" 0 THRU BOLT 6x6 POST I CONTROL PANEL STRUCTURE SECTION AT POSTS SCALE: NOT TO SCALE CDX SHEATHING 2x6 BEAM PICKING UP ALL RAFTERS EXTEND FROM FASCIA TO FASCIA 11 (I 3 I I I i I POST (BEYOND) 2x6 BEAM—/ RAFTER HANGER. SIMPSON LRU26Z OR APPROVED EQUAL 2x6 RAFTER SPACED AT 2' O.C. CUT BIRD MOUTH INTO RAFTER CDX SHEATHING JOIST HANGER. SIMPSON LU26 OR APPROVED EQUAL HURRICANE TIE. SIMPSON H2.5A OR rt APPROVED EQUAL CONTROL PANEL STRUCTURE SECTION AT TYPICAL RAFTER SCALE: NOT TO SCALE 1 x FASCIA PLATE PER ELEVATION Approved under the authority of a resolution adopted 2 by the dat ) F'la ni a. d he atoga Springs. l Chair �7 (tlate signed) LaBeLLa Powered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com �� OF NEW y I r 3� GAO w Xeg OR 080081 �,�•? '�OFess 1 oNP EXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 iAFFORDABLE HOUSING LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: W,JK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME: PUMP STATION DETAILS DRAWING NUMBER: C576 z � N M �z M ND LINE TO BE THE SAME AS AT THE ERY. REMOVE ALL TWINE & STRAPS. AND REMOVE TOP 1/3 OF BURLAP. WIRE AND ALL SYNTHETIC MATERIALS SHALL DTALLY REMOVED. TOP OF ROOT BALL FLUSH TO GRADE iTRUCT EARTH SAUCER WITH 4" HIGH I —FLOOD WITH WATER TWICE IN FIRST IRS. IN. SHREDDED HARDWOOD MULCH TO ROM TRUNK OF TREE TO MAINTAIN A LE TRUNK FLARE. :FILL WITH PLANTING SOIL MIXTURE LAYERS. WATER EACH LAYER _ SETTLED. DO NOT TAMP. ..._. ,K SUBSOIL WITH A PICK PLANTING AND GUYING DETAILS -FOR TREES SMALLER THAN 3" CALIPER, BALLED AND BURLAPPED SCALE: NOT TO SCALE ON THE BED AREA SIDE, TOP OF EDGING TO BE A MAXIMUM OF 1 /2" ABOVE SURFACE OF MATERIAL ON THE TURF SIDE, TOP OF EDGING TO BE A MAXIMUM OF 1/2" ABOVE FINISH GRADE. -SUBSOIL —STEEL OR ALUMINUM EDGING 2" MINIMUM ANCHOR STAKES NOTES: 1. 16'-0" SECTIONS TO INCLUDE FIVE (5) 12" STAKES 2. 8'-0" SECTIONS TO INCLUDE THREE (3) 12" STAKES 3. COMPACT GRADES ADJACENT TO EDGING TO MINIMIZE SETTLING 4. CORNERS — CUT BASE OF EDGING HALF WAY AND FORM A CONTINUOUS CORNER. LANDSCAPE BED EDGING SCALE: NOT TO SCALE 3 CD z a. a C) Cn 0 z N V N N N 0 co c.� 0 GROUND LINE TO BE SAME AS AT THE NURSERY PRUNE DEAD AND BROKEN BRANCHES 3" SHREDDED HARDWOOD MULCH —EXTEND OVER BERM CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM REMOVE ALL TWINE & STRAPS. BREAK t_ j CUT AND REMOVE BURLAP AND SUB -SOIL*'' t' °?�' REWIRE CAGE FROM TOP 1/3 OF WITH A PICK 6 ` f ; '°`°�p . p ROOTBALL. REMOVE ALL SYNTHETIC g" MATERIALS NOTE: SPRAY WITH ANTIDESICCANT IN MIN BACKFILL WITH PLANTING SOIL ACCORDANCE WITH MFG.'S MIXTURE IN 9" LAYERS. WATER RECOMMENDATIONS IF FOLIAGE IS EACH LAYER UNTIL SETTLED. DO PRESENT. SHRUB PLANTING DETAIL NOT TAMP. FOR ALL SHRUBS BALLED AND BURLAPPED SCALE: NOT TO SCALE BREAK SUB —SOIL WITH A PICK NOTE: SPRAY WITH ANTIDESICCANT IN ACCORDANCE WITH MFG.'S RECOMMENDATIONS IF FOLIAGE IS PRESENT. 6" MIN GROUND LINE TO BE SAME AS AT THE NURSERY PRUNE DEAD AND BROKEN BRANCHES 3" SHREDDED HARDWOOD MULCH —EXTEND OVER BERM CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM REMOVE CONTAINER AND BREAK APART ENCIRCLING ROOT MASSES BACKFILL WITH PLANTING SOIL MIXTURE IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP. ® SHRUB PLANTING DETAIL FOR CONTAINERIZED SHRUBS SCALE: NOT TO SCALE LANDSCAPING NOTES: 1. THE LANDSCAPE CONTRACTOR SHALL CAREFULLY COORDINATE CONSTRUCTION ACTIVITIES WITH THAT OF THE EARTHWORK CONTRACTOR AND OTHER SITE DEVELOPMENT. 2. THE CONTRACTOR SHALL VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS AND INSPECT RELATED WORK AND ADJACENT SURFACES. THE CONTRACTOR SHALL VERIFY THE ACCURACY OF ALL FINISH GRADES WITHIN THE WORK AREA. THE CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER ALL CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS WORK. 3. THE EXACT LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND UNDERGROUND UTILITIES, WHICH MAY NOT BE INDICATED ON THE DRAWINGS, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES AND IS RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED. 4. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND ALL DEBRIS AT ALL TIMES AND SHALL ARRANGE MATERIAL STORAGE SO AS NOT TO INTERFERE WITH THE OPERATION OF THE PROJECT. ALL UNUSED MATERIALS, RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE SITE. 5. NO TREES OR SHRUBS SHALL BE PLANTED ON EXISTING OR PROPOSED UTILITY LINES. 6. QUALITY ASSURANCE: A. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO THE LATEST EDITION OF "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE. B. SIZE AND GRADING: PLANT SIZES AND GRADING SHALL CONFORM TO THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" AS SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC (AAN), UNLESS OTHERWISE SPECIFIED. C. NURSERY SOURCE: OBTAIN FRESHLY DUG, HEALTHY, VIGOROUS PLANTS NURSERY GROWN UNDER CLIMACTIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR A MINIMUM OF 2 YEARS. PLANTS SHALL HAVE BEEN LINED OUT IN ROWS, ANNUALLY CULTIVATED, SPRAYED, PRUNED AND FERTILIZED IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE. ALL PLANTS SHALL HAVE BEEN TRANSPLANTED OR ROOT PRUNED AT LEAST ONCE IN THE PAST 3 YEARS. BALLED AND BURLAPPED PLANTS MUST COME FROM SOIL WHICH WILL HOLD A FIRM ROOT BALL. HEELED IN PLANTS AND PLANTS FROM COLD STORAGE ARE NOT ACCEPTABLE. D. SUBSTITUTIONS: DO NOT MAKE SUBSTITUTIONS OF TREES AND/OR SHRUB MATERIALS. IF REQUIRED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON —AVAILABILITY AND PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHEN AUTHORIZED, ADJUSTMENTS OF CONTRACT AMOUNT (IF ANY) WILL BE MADE BY CHANGE ORDER. 7. SEEDING & PLANTING SEASONS AND TIMING CONDITIONS: A. UNLESS OTHERWISE DIRECTED IN WRITING, SEED LAWNS FROM MARCH 15 TO JUNE 15, AND FROM AUGUST 15 TO OCTOBER 15. B. UNLESS OTHERWISE DIRECTED IN WRITING PLANT TREES AND SHRUBS FROM MARCH 15 TO JUNE 1, AND FROM AUGUST 15 TO OCTOBER 30. C. AREAS UNDERGOING CLEARING OR GRADING AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE LAWNS OR PLANTINGS ARE TO BE ESTABLISHED AND WORK IS COMPLETE, SHALL BE RESTORED WITH PERMANENT VEGETATIVE COVER AS SOON AS SITE AREAS ARE AVAILABLE AND WITHIN 14 DAYS AFTER WORK IS COMPLETE; WORK SHALL BE WITHIN THE SEASONAL LIMITATIONS FOR EACH KIND OF LANDSCAPE WORK REQUIRED. PROVIDE STABILIZATION WITH TEMPORARY VEGETATIVE COVER (TOPSOIL AND TEMPORARY COVER SEED MIX) WITHIN 14 DAYS AFTER WORK IS COMPLETE, FOR SEEDING OUTSIDE PERMITTED SEEDING PERIODS. 8. PRODUCTS: A. IMPORTED TOPSOIL: PROVIDE TOPSOIL CONFORMING TO THE FOLLOWING: I. LOAM TOPSOIL, WELL DRAINED HOMOGENEOUS TEXTURE AND OF UNIFORM GRADE, WITHOUT THE ADMIXTURE OF SUBSOIL MATERIAL AND FREE OF DENSE MATERIAL, HARDPAN, CLAY, STONES, SOD OR OTHER OBJECTIONABLE MATERIAL. ii. CONTAINING NOT LESS THAN 5% NOR MORE THAN 20% ORGANIC MATTER IN THAT PORTION OF A SAMPLING PASSING A 1/4" SIEVE WHEN DETERMINED BY THE WET COMBUSTION METHOD ON A SAMPLE DRIED AT 105'C. iii. CONTAINING A PH VALUE WITHIN THE RANGE OF 6.5 TO 7.5 ON THAT PORTION OF THE SAMPLE WHICH PASSES A 1/4" SIEVE. iv. CONTAINING THE FOLLOWING WASHED GRADATIONS: SIEVE DESIGNATION % PASSING 1" 100 1/4" 97-100 NO 200 20-60 B. SEED MIXTURE: PROVIDE FRESH, CLEAN, NEW —CROP SEED MIXED IN THE PROPORTIONS SPECIFIED FOR SPECIES AND VARIETY, AND CONFORMING TO FEDERAL AND STATE STANDARDS. PROVIDE THE FOLLOWING MIXTURES: 1. LAWN SEED MIX SUN AND PARTIAL SHADE: AMOUNT BY: MINIMUM % WEIGHT SPECIES OR VARIETY PURITY GERMINATION 50% KENTUCKY BLUE GRASS* 95% 80% 20% PERENNIAL RYE 98% 90% 307. CREEPING RED FESCUE 97% 85% 100% *MINIMUM 2 (EQUAL PROPORTIONS) VARIETIES AS LISTED IN CORNELL RECOMMENDATIONS FOR TURFGRASS. SHADE: AMOUNT BY: MINIMUM % WEIGHT SPECIES OR VARIETY PURITY GERMINATION 25% KENTUCKY BLUE GRASS** 95% 80% 20% PERENNIAL RYE 98% 90% 35% CREEPING RED FESCUE 97% 85% 207 CHEWINGS RED FESCUE 97% 85% 100% **SHADE TOLERANT VARIETY ii TEMPORARY COVER SEED MIX AMOUNT BY: MINIMUM % WEIGHT SPECIES OR VARIETY PURITY GERMINATION 100% ANNUAL RYEGRASS 98% 90% C. LIME: NATURAL LIMESTONE CONTAINING AT LEAST 85% OF TOTAL CARBONATES, GROUND TO SUCH FINENESS THAT AT LEAST 90% PASSES A 10—MESH SIEVE AND AT LEAST 50% PASSES A 100—MESH SIEVE. D. FERTILIZER: i. FOR STARTER FERTILIZING: COMMERCIAL STARTER FERTILIZER, GRANULAR, NONBURNING PRODUCT CONTAINING 5% NITROGEN, 10% AVAILABLE PHOSPHOROUS, AND 5% WATER SOLUABLE POTASH (5-10-5). ii. FOR FINAL FERTILIZING: IF APPLIED IN SPRING SEASON, SHALL BE A SLOW RELEASE COMMERCIAL FERTILIZER, GRANULAR, WITH 3-1-2 NPK. IF APPLIED IN FALL SEASON, SHALL BE AS SPECIFIED IN (8.D.i) ABOVE. COVERS, PERENNIALS, ANNUALS: E. TREES, SHRUBS, GROUND i. PLANTING SOIL MIXTURE: SHALL BE PREMIXED IN BULK, AND CONTAIN THE FOLLOWING BY VOLUME: 30 PARTS TOPSOIL 10 PARTS PEAT 1 PART BONE MEAL ii. PEAT: BROWN TO BLACK IN COLOR, WEED AND SEED FREE. DRIED SPHAGNUM PEAT, CONTAINING NOT MORE THAN 9% MINERAL ON A DRY BASIS AND CONFORMING TO NYSDOT 713-1a iii. BONE MEAL: FINELY GROUND, RAW, MINIMUM 4% NITROGEN AND 20% PHOSPHORIC ACID. IT SHALL BE DELIVERED IN SEALED BAGS SHOWING THE MANUFACTURER'S GUARANTEED ANALYSIS. F. STAKES: 8 FEET LONG, 3 INCH DIA. CEDAR OR P.T. WOOD STAKES. G. HOSE: NEW, 2—PLY GARDEN HOSE NOT LESS THAN 1 /2 INCH IN DIAMETER. H. WEED CONTROL FABRIC: SOIL CHECK AS MANUFACTURED BY BRIGHTON BYPRODUCTS CO. INC, NEW BRIGHTON, PA; MIRASCAPE OR MIRAFI GEOSYNTHETIC PRODUCTS, NORCROSS, PA, OR APPROVED EQUIVALENT. I. MULCH: i. LAWN AREAS OAT OR WHEAT STRAW, FREE OF WEEDS. AN ALTERNATIVE IS WOOD FIBER CELLULOSE IF HYDROSEEDING IS USED. ii. PLANT BED AREAS GROUND OR SHREDDED HARDWOOD BARK, UNCOLORED. NO PIECES OVER 2 INCHES GREATEST DIMENSION. FREE FROM SAWDUST. 9. EXECUTION: A. LANDSCAPE WORK SHALL BE UNDERTAKEN AS SOON AS SITE AREAS ARE AVAILABLE. B. TOPSOIL SHALL BE SPREAD NO LESS THAN 4" OVER SUB —GRADE MATERIAL. SOIL AMENDMENTS SHALL BE THOROUGHLY MIXED INTO THE TOP 4" OF TOPSOIL, FOLLOWING THE SPECIFICATIONS STATED BELOW. C. PERFORM FINE GRADING TO FINISHED ELEVATION ONLY IMMEDIATELY PRIOR TO PLANTING. PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN SURFACE, FREE OF DEPRESSIONS OR RIDGES WITH A UNIFORM LOOSE, FINE TEXTURE. D. FERTILIZING: I. THE SOIL SHALL BE TESTED FOR PH AND LIME ADDED AS NECESSARY. ALL AMENDMENTS SHALL BE CHECKED AND APPROVED BY LANDSCAPE ARCHITECT BEFORE AMENDMENTS ARE MADE. ii. APPLY FERTILIZER AT RATE OF 4 LBS/1000 SF FOR LAWN AREAS. E. LAWN: I. LAWN SEED MIX: SEED AT THE RATE OF 5 TO 6 LBS PER 1,000 SF. ii. TEMPORARY COVER SEED MIX: SEED AT THE RATE OF 3 TO 4 LBS PER 1,000 SF. iii. TEMPORARY COVER SEED MIX TO BE APPLIED ONLY FOR LATE FALL OR SUMMER SOIL STABILIZATION OUTSIDE ALLOWED SEEDING PERIODS. F. ALL SEEDED AREAS SHALL BE PROTECTED FROM EROSION BY ONE OF THE FOLLOWING METHODS: I. A UNIFORM BLANKET OF STRAW APPLIED AT A RATE OF 2 TONS/ACRE MIN, TO BE APPLIED ONCE SEEDING IS COMPLETE. ii. WOOD FIBER CELLULOSE APPLIED WITH SEED MIX BY A HYDROSEEDER AT A RATE OF 2,000 LBS/ACRE. G. ALL SEEDED SLOPES 3:1 OR GREATER SHALL BE PROTECTED FROM EROSION WITH JUTE MESH OR APPROVED EQUAL. H. ALL NEWLY PLANTED AREAS SHALL BE KEPT MOIST BY WATERING UNTIL GRASSES AND GROUND COVERS ARE WELL ESTABLISHED. THE LANDSCAPE CONTRACTOR MUST WATER PLANT MATERIAL WHEN NECESSARY FOR 60 DAYS AFTER INSTALLATION. I. LAWNS ARE TO BE WARRANTED UNTIL THEY BECOME ESTABLISHED, UNTIL FINAL ACCEPTANCE, AND NOT LESS THAN 60 DAYS AFTER COMPLETION OF ALL WORK. TREES, SHRUBS, GROUND COVERS, AND PERENNIALS SHALL BE WARRANTED AGAINST DEFECTS INCLUDING POOR GROWTH AND DEATH, EXCEPT WHEN RESULTING FROM OWNER NEGLECT, INCIDENTS THAT ARE BEYOND THE CONTROL OF THE LANDSCAPE INSTALLER AND DAMAGE OR ABUSE BY OTHERS, FOR AT LEAST ONE FULL YEAR AFTER PROJECT COMPLETION. Approved under the authority of a resolution adopted r by the te) Planning r e toga Springs. Chain-, D LaBeLLa ZIPowered by partnership. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com �NEW C,` JOHiy r— 3� T -I 'vtESS1�r' LEXP: 6/30 2028 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, land surveyor, landscape architect or geologist to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, land surveyor, landscape architect or geologist shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2026 LaBella Associates LIBERTY AFFORDABLE HOUSING, INC. 117 WEST LIBERTY STREET, SUITE 3 ROME, NEW YORK 13440 LIBERTY AT SARATOGA CRESCENT AVENUE & BUNNY LAKE DRIVE CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK 18 10/02/2026 ADDENDUM 5 17 08/12/2026 HCR REVIEW RESPONSE 16 07/10/2026 REVISED PER NYSDEC AND SCSD COMMENTS 15 07/02/2026 BUILDING PERMIT SET 14 05/06/2026 REVISED PER NYSDEC AND SCSD COMMENTS 13 03/13/2026 DESIGN DEVELOPMENT SET NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2224112 DRAWN BY: SED REVIEWED BY: WJK ISSUED FOR: PLANNING BOARD REVIEW DATE: 01 /13/2023 DRAWING NAME: LANDSCAPING DETAILS & NOTES DRAWING NUMBER: C580