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HomeMy WebLinkAbout20250203 Park Place & Cottage St Site Plan Plans As-Approved 06.04.2026LATERRA CONDOMINIUMS PREPARED FOR VINCENT & KATHERINE LATERRA COTTAGE STREET & PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT TEAM LANDSCAPE ARCHITECT/CIVIL ENGINEER: STUDIO A I LANDSCAPE ARCHITECTURE + ENGINEERING, D.P.C. 74 WARREN STREET, SUITE SARATOGA SPRINGS, NY 12866 CONTACT: KIRSTEN CATELLIER, RLA / MATTHEW E. HUNTINGTON, PE PHONE: 518.450.4030 ARCHITECT: FROST HURFF ARCHITECTS 41 LONG ALLEY SARATOGA SPRINGS, NY 12866 CONTACT: MATT HURFF PHONE: 518.584.7514 SURVEYOR: THOMPSON FLEMING SURVEYORS, P.C. 12 LAKE AVENUE SARATOGA SPRINGS, NY 12866 CONTACT: BILL THOMPSON PHONE: 518.587.5665 ZONING STATISTICS TAX MAP ID: 165.84-1-4 LOT SIZE: 0.89 ACRES ZONE: UR4 (MULTI -FAMILY) REQ'D PROPOSED LOT I LOT 2 MIN. LOT AREA 3000 3016 SF/DU 21183 SF DU SF/DU MIN. LOT WIDTH 80 FT. 120.1 FT. 109.07 FT. MAX. BLDG COVERAGE 40% 33% 19% MAX. IMP. COVERAGE 75% 63.4% 30.1% MAX. BLDG HT. 40 FT. 38' II-3/8" - MAX. FIRST FLOOR HT. 4 FT. 1'-01, FRONT YARD SETBACK 10 FT. II'-8" 40.5 FT. REAR YARD SETBACK 25 FT. 27'-3" 42.3 FT. INTERIOR SIDE 12 FT. 29'-8" 23.8 FT. SETBACK CORNER SIDE SETBACK 8 FT. II'-0" - 10 STANDARD SPACES PARKING SPACES 9 SPACES I ADA SPACE - (INTERIOR) I DOUBLE -BIKE RACK BICYCLE SPACES 1.5 SPACES PER UNIT - (12 SPACES TOTAL) COTTAGE STREET & PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT LOCATION MAP , PROJECT LOCATION PROJECT VICINITY MAP SCALE: III = 250' 1 SCALE: III = 150' 1 i 1�` 165.76-1-44 165.76-5. 165.76-2-6.2 16'5.7'6,e1-36.2)-.165.76-9-111 165.76- \ 165.76-1-35.11 165764-4-4 / Garage Unit / Garage Unit 165.76-1-30 165.76-2-5.1 165.76-2-29 Garage Unit / 76-1-24 condocommonarea 165.76-9-112 15, 6-1-25 / 165.76-1-25 Garage Unit 165.76-1-31 165.7iv2-5.2 Garage Unit 165.76-1-29 165.76-2 4 , Garage Unit 165.76-1-23 165. 1-2-3 ,� 165.76-2-9 - ,,'Ifr5.76-2-13 165.76-2-1.1 i 165.76-2-7.22 , `i°65.76-2-14 165.7fV-2-2 Garage Unit 165.76-2-10 165.76-2-18 165.76-2-8 Garage Unit 165.76 2-2T 165.7/6-2-1.2 165.76-6-106 1 / 165.76-71-20 // //` 165.76-6-144 `4,65.76-6-102 165.84-1-20.1 t_ 165.84-1-1.1 165.76-2-28 condbcornmonarea 165.84-1-�02 PROJECT LOCATION -- - 1 5.8 -1-1.2 �� 165.84-1-5 rr 165.84-1-4 / 165.84-1-6 165.84-1-18 165.84-1-76 165.84-1 / 1 E5.84-1-17 165.84-1-7 165.84-1-16 / 165.84-1-27 165.84-1-62 ; 165.84-1-8 165.84-1-30 165.84-1-74 165.84-1-10 165.8421-79 165,84-1-61 165.84-1-9 / 165.84-1-31 # 165.84-1-60 165 -73 / 165.84-1-63 / 165.84-1-32 165.83-2-7 165.84-1-59 165.84-1-50 165.84-1-11 r 5.83-2-8 165.84-1 ,12 165.84-1-41 83.2- 165JUJ -64 165.84-1-58 165.84-1-49 ` 165.84-1-82 165.84-1-72 - 5.83-2-57 \` `�\ 165.84-18 /165.84-1-42 165.84-1-71 165.84-1-52 / >-12 165.84-1-65 165.84-1746 f''€Ir -- 165.84-1-44 165.84-1-54 165.84-1-51 , _ 165.84-1-70 165.84-1-55 4165.84-1-53 165.84-1417 ; 165.84-1-45 / 165.84-1-69 165.84-1-66.1 165.84-1-56 165.84-1-68 165.84-1-66.2 165.84-1-57 / 65.84-1-67 165.84-2-70 - \fi6�.84. `1-39 165.84-2-48 165.84-2-20 = 165.84-2-40.1 165.84-2-47 - 165.84-2-89 165.84-2-23 165.84-2-38.1 165.84-2A6 165.84-2-69 CITY OF SARATOGA PLAN NOTES I. 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 PLANS. 4. THE CONTRACTOR MUST SET UP 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 ACCOMMODATES 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 THE 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 DRAWINGS. 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. SHEET INDEX C-0.00 COVER SHEET C-0.10 EXISTING CONDITIONS C-0.20 DEMOLITION, EROSION & SEDIMENT CONTROL PLAN C-1.10 LAYOUT & MATERIALS PLAN C-2.10 GRADING, DRAINAGE & UTILITIES PLAN C-4.20 LIGHTING PLAN C-4.10 PLANTING PLAN C-5.10 CONSTRUCTION DETAILS C-5.11 CONSTRUCTION DETAILS C-5.12 CONSTRUCTION DETAILS SPR APPROVAL LETTER CITY OF SARATOGA SPRINGS MARK PINGEL, Chair n K OG'q. S JOSEPH FERRANTE, Vice Chair PLANNING BOARD KERRY MAYO .r BILL MCTYGUE U City Hall - 474 Broadway MICHAEL KING --�, Saratoga Springs, New York 12866 TONY STELlA70 Tel 518-587-3550 ALEX WHITE /`Pc�e'oee*co `95-saratoga-springs.org NOTICE OF DECISION In the matter of the application 420250203 ViNCENTANDKATHERINE LATERRA 7 COTTAGE STREET SARATOGA SPRINGS, NY 12866 Involving the premises at 7 Cottage Street, with Tax Parcel ID# 165.84-1-4, in the City of Saratoga Springs, on an application for: Site plan review of a proposed multi -family dwelling including 6 residential units and associated site work in the Urban Residential -4 (UR-4) District. With the Planning Board who met on the applications on May 8, 2025, May 22, 2025, July 31, 2025, November 20, 2025, December 4, 2025 and January 22, 2026; and, Sought an advisory opinion from the Design Review Board (DRB) specifically requesting input on mass, scale, height, compatibility with neighboring properties and the character of the neighborhood on May 22, 2025; and, Received a favorable advisory opinion from the ORB on June 11, 2025 - stating (in part) that the mass, scale and height are in proportion and not inappropriate; and the structure is not incompatible with the context of the neighborhood; and, In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA Short Environmental Assessment Form Parts 1 and 2, the Planning Board issued the following decision on January 22, 2026 passed 7-0 in favor: Pingel, Ferrante, Mayo, McTygue, King, Stellato, White: And, in accordance with Site Plan Review approval standards in the Unified Development Ordinance, Article 13.5, the Planning Board issued the following decision on January 22, 2026 passed 7-0 in favor: Pingel, Ferrante, Mayo, McTygue, King, Stellato, White: 1. The project shall use the exterior building materials as specified in memo from Frost Hurff Architects, dated January 19, 2026, except the first -floor railings shall be wood. 2. Implementation of tree replacement plan for removal of significant trees totaling 214" dbh with equivalent caliper of new trees to be planted off -site on City property with coordination of the City Arborist/DPW on tree species and locations. 3. Installation of decorative street lights shall be coordinated with DPW including removal of the existing, pole -mounted light fixture along the Park Place frontage. 4. The overall height of the retaining wall and fence shall not exceed 6-feet high and shall be updated on the detail sheet and the drawings. 5. The applicant shall submit proposed locations for a pad transformer, gas meters, and accessory structures for further review via administrative action by the Chair. 6. HVAC, meters, transformers, accessories structures, or any other similar addition to the building or property shall be appropriately screened by landscaping so as not to be visible from the streets or from the windows of the building. 7. Electrical service shall be provided to the building from a pole -mounted transformer with a line that runs underground from the pole. There will be no overhead wire connection to the building. 8. There shall be no mechanical equipment mounted on the roof. 9. Maintenance procedures for the landscaping and building grounds shall be documented in the HOA rules and covenants. 10. Implementation of the trash management plan as identified in the "trash removal intent' submitted by Studio A, dated July 30, 2025. 11. Trash containers shall be stored indoors, except on trash collection days. There will be no permanent dumpsters used to support building trash collection 12. The Board accepts the fee in lieu of dedication of recreation lands for each of the 6 residential units ($12,000). 13. Final plans shall be provided to the satisfaction of DPW. The applicant is required to complete the following prior to signing of the final site plan set by the Planning Board Chair: Provide documentation of conformance with all required conditions of approval. Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on- and off - site improvements in the amount approved by the City Engineer. Submit a fee in lieu of dedication of recreation lands for six (6) new residential unit ($12,000). Submit two (2) paper copies and one (1) electronic copy of the final approved site plan set for signature by the Planning Board Chair within eighteen (18) months of approval. Approval of the site plan shall expire within eighteen (18) months of the signature of final plans if the applicant has not started actual construction as per Article 13.5 of the LIDO. February1g, 2026_ Date Chair - PB# 20250203 APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED Z/2D,�'LaZ� BY THE PLANNING BO . OF T T ITY OF SARATOGA SPRINGS. lI; /y /zoz, CHAIIWERst DATE SIGNED 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 REVISIONS DATE I DESCRIPTION 3/17/25 PERMITS & APPROVALS 6/26/25 PERMITS & APPROVALS 7/9/25 PERMITS & APPROVALS 10/17/25 PERMITS & APPROVALS 1/20/26 PLANTER BED WALL 1/22/26 LIGHTING PLAN REV. 5/21/26 FINAL STAMPED DRAWINGS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR VINCENT & KATHERINE LATERRA COTTAGE ST & PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT LATERRA CONDOMINIUMS DRAWING TITLE COVER SHEET PROJECT NO. 25001 DATE: DRAWING NO. 05/21/2026 C-0-00 DWG I OF 10 City of Saratoga Springs Standard Notes 1. All work must conform to all Federal, State and City Codes, specifications, ordinances, rules and regulations. 2. The elevation base for the contours and benchmarks are based on the National Geodetic Vertical Datum, 1929. 3. Applicant must submit a Letter of Credit Estimate for Project Site Work to the City Engineer for review and approval. Letter of Credit funds must be posted with the City prior to Planning Board Chair signature on final plan. 4. The Contractor must schedule a pre -construction meeting with the City Engineer prior to any construction. Construction inspections by a designated representative of the applicant are required. The cost of the construction inspection is the responsibility of the Applicant/Developer. 5. All proposed easements or rights -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 in the street or right of way of any City street or 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 site work has been completed in accordance with the approved plans; all disturbed soils or bare ground have been fully stabilized; and an "As -Built" drawing has been prepared in accordance with the requirements of the City Engineer. UR-4 AREA REQUIREMENTS Minimum Lot Area Minimum Lot Width Maximum Building Coverage Maximum Impervious Surface Coverage Maximum Building Height Maximum First Floor Elevation When Principal Building Within 20' of Side Minimum Setbacks Interior Total Interior Corner Lot Lines Front Rear Side Side SF, 2F Only Side Residential. SF, SF -A: 60' 3,000sf/du 2F: 80'' 40% 75% 40' 4' 10' or per 25' 5' 12' 8' Nonresidential: MF: 80' Section 3.3.13 10,000sf \\ 5/8"IR. S43 O8'11 "E 176.80' / -- - -- - --_- -- -- __ ___ TC=312.61 g EXISTING ARBORVITAE 5/8"IP,. ` BC=312."Q,4 Q} 8"PINE 60"OAK CO PRIVACY FENCE f 8"CR BAPPLE \ 5 a Q0 \ice Lot 2 CO SWIMMING 21,183 s. f. or O m 01/2"IR / I POOL 222HEML CK 0.486 ac. Q) OUTDOORS; �� w 0 \ 1 �, I � � � �� � �''� SAN.M 12"MPL SPIRAL I I I - RIM=312.2 ti STAIRCASEA/C / \ UNITS ��� I ASPHALT N DRIVE 42"MPL. 312.03 FLUSH 01 /2"IR. - - - - - I ` , \ 10"HEMLOCK, , \\ 03 4"IR.��� - I f� N60 45 54 "W ti \ 311.99 FLUSH I _ 20.53' I 42"OAK NSPNP� \� i 312.00 FLUSH I 3 1 4t EAVES~ I OVERHANG OkR WOOD PORCH f37� ( i I III 312.03 FLUSH Ln Co ASPHALT WALK I I I ��o I 0 8"CRABAPPLE 64"OAK \ I I � I 1/2"IR. ASPHALT PARKING LOT I 1.7' O GARAGE Q I I � I 40"OAK I 15"SPRA 0 _ I I 50"OAK \ (D -� I \ 311.42 FLUSH' (D \ 8"DOGWOOD / 10"CRABAPPLE 0 �! 311.44 FLUSH> /��/ 6"CRABAPPLE o 10"CRABAPPLE \� I CJ Q I (D i8"CRABAPPLE 10"CRABAPPLE I �, c� i311.27 FLUSH -/-/8- / ( X I I CRABAPPLE I a I 6"CEDAR f w 311.22 FLUSHI 28"CEDAR HEDGE ROW to PEDES RIAN I C 377- EXISTING CONC_WALK - - - - - �T43"fib I� - %JT1-04 CONC. WALK - - - - SURF I E WAR 47.29' HYDRANT 316. 310.62 31 .68 CURB 311.07 311.13 V FLUSH CU FLUSH CURB FILLS CURB \ FLUSH CURB FLUSH CURB 1.14 SAN.M.H, 10" SAN. SAN. SEWER SAN.MH. FL SH CURB A SA SA SA SA SA SA SA SA SA SA ; WV Phi4" WATER LINE ✓ W' w w w10 EXISTING FI E HYDRANT ST ST ST S S ST STD ST ST ST ST ST ST ST r Of STORM M.H. � -\ 12" STORM SEWER 3 � 6" W JER MAIN n EXISTING FIRE HYDRANT n/f 11 Cottage Street Condominiums Map Legend • 5/8" steel rod set with a tag 0 marker found, labeled * utility pole ® water valve --u- sign - - overhead wires /- wood fence metal fence Map References: 1. "Survey of Lands of John P. Delay and Margaret P. Delay" dated July 24, 1998 prepared by Paul F. Tommell, L.S., P.C. 2. "21 Park Place Subdivision" dated August 10. 2016 last revised December 8, 2020 prepared by Survey Associates, LLC filed in the Saratoga County Clerk's Office as Map M2021028. 3. "As -Built Survey prepared for 11 Cottage Street" dated 5-31-09 prepared by All -Points Land Survey PLLC filed in the Saratoga County Clerk's Office as Map m200997. Deed Reference: Vincent Laterra and Katherine Laterra Inst. #2022031359 Survey Notes: 1. Elevations are based on NGVD 1929 datum.. 2. The location of underground utilities shown on this plan are for information only, and all utilities may not be shown. The owner or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the owner or contractor due to the failure to contact the proper authorities shall become the responsibility of the owner or contractor. 3. The building coverage is 19.5% of Lot 2. Certification : IT IS HEREBY CERTIFIED TO VINCENT AND KATHERINE LATERRA that the map was prepared in accordance with the current existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors, Inc. The certification is limited to persons for whom the boundary survey map is prepared, to the title company, the governmental agency, and to the lending institution listed on this boundary survey map. PB# 2025020: APPROVED UN ER AUTHORITY OF A RESOLUTION ADOPTED _Z 0 I Za2,I, _ BY THE PLANNING BOQP,O HE ITY OF SARATOGA SPRINGS. _ CZ( //Z u CHAIRPER C DATE SIGNED 1stud*ioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 GRAPHIC SCALE 20 0 10 20 40 I INCH = 20 FEET ON 24" X 56" SHEET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRAWING TITLED "S22-180 LATERRA xM" BY THOMPSON FLEMING LAND SURVEYORS P.C. ON 8 DECEMBER 2022. DIG SAFF NOTF: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE DESCRIPTION 3/17/25 PERMITS & APPROVALS 6/26/25 PERMITS & APPROVALS 7/9/25 PERMITS & APPROVALS 10/17/25 PERMITS & APPROVALS 1/20/26 PLANTER BED WALL 1/22/26 LIGHTING PLAN REV. 5/21/26 FINAL STAMPED DRAWINGS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. D3C,,q� �{�► GAT F9 A 2714 9�F©F htE`j`1�Q� PREPARED FOR VINCENT & KATHERINE LATERRA COTTAGE ST 81 PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT LATERRA CONDOMINIUMS DRAWING TITLE 1 EXISTING CONDITIONS PROJECT NO. 25001 DATE: DRAWING NO. 05/21/2026 C-0. 10 DWG 2 OF 10 SITE PREPARATION & DEMOLITION NOTES. PREVENT MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ORIGINATING FROM THE 3. THE CONTRACTOR SHALL DESIGNATE TO THE OWNER'S REPRESENTATIVE A QUALIFIED CONSTRUCTION SITE. JOB SITE SHALL BE CLEANED DAILY BY THE CONTRACTOR ONLY. EROSION AND SEDIMENT CONTROL SUPERVISOR WITH ADEQUATE TRAINING, EXPERIENCE, AND AUTHORITY TO IMPLEMENT AND MAINTAIN ALL EROSION AND 9. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL I. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE 9. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL PERMITS THAT MAY BE REQUIRED SEDIMENT CONTROL MEASURES AS PER THE NYS DEC REQUIREMENTS STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL CONDITIONS PRIOR TO THE START OF WORK. COORDINATE ALL UTILITY REQUIREMENTS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK. s FACILITIES. AND WORK WITH THE APPROPRIATE UTILITY PROVIDER. NOTIFY OWNER'S 4. CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING REPRESENTATIVE OF ANY AND ALL DISCREPANCIES. 10. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED. _ SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. GRASSES SHALL 10. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER EVERY BE ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES STORM EVENT. 2. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED. MATERIALS THAT OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS ARE NOT OWNER TO BBESTOCKPILED LY DISPOSED FOR LATER USE ONOSITETHE PROJTHEECT OR R DELIVERED TO THE TIMELY EROSION &SEDIMENT CONTROL NOTES. THE USE OF JUTE MESH EXCELSIOR MATTING) WILL BE USED UNTIL SUCH A TIME AS 11. THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE GRASS CAN BE ESTABLISHED. DURATION OF THE PROJECT IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO FASHION SO AS NOT TO DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS. PROTECT ALL WATER COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS I. ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC 5. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE ORIGINATING FROM ANY WORK DONE ON, OR IN SUPPORT OF THIS PROJECT. 3. CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN REQUIREMENTS. ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED WITH EITHER PRIOR TO ANY SITE DISTURBANCE. THIS INCLUDES GRADING OPERATIONS, UTILITY OR HAZARDOUS MATERIALS OR SUBSTANCES. CONTRACTOR SHALL NOTIFY ENGINEER PERMANENT SEED AND MULCH IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY STRUCTURE INSTALL. 12. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE SEEDED AND MULCHED IF IT WILL BE MORE THAN 10 DAYS BEFORE ADDITIONAL SOIL WATERBODIES BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPDXY COATINGS, COMPLETION OF SPECIFIED WORK. DISTURBANCE WILL OCCUR. EXPOSED SOIL SHALL RECEIVE TEMPORARY OR PERMANENT 6. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION SEED AND MULCH WITHIN 10 DAYS OF SUBSTANTIAL COMPLETION OF CONSTRUCTION. CONSTRUCTED IN ACCORDANCE WITH NYS DEC REQUIREMENTS. AND CONSTRUCTION PROCEDURES. 4. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN THE LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. 2. THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING, EXCAVATION, 7. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE -- TOPSOIL SHALL NOT BE REMOVED FROM THE SITE UNLESS APPROVED BY THE OWNER'S BORROW, AND EMBANKMENT OPERATIONS IN PROGRESS, COMMENSURATE WITH THEIR '`> UNTIL THE CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED. REPRESENTATIVE. CAPABILITY AND PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING, SEEDING AND OTHER TEMPORARY AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE-- 8. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL 5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND WITH THESE PLANS. ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM r WHICH ARE OUTSIDE THE LIMIT OF WORK. CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE C I 6. CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY / i E A VE S MEASURES AND PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO / OVERHANG OV�R / L ) � LII REMAIN, PEDESTRIANS, LOCAL TRAFFIC AND ROADWAYS, ADJACENT PROPERTIES, AND / �� / P ORCH ETC. FOR DURATION OF PROJECT AND UNTIL PROJECT COMPLETION. CONTRACTOR j WOOD PORCH �� 7� ^� I SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR RESTORATION REQUIRED AS A / 312.03 FLUSHRESULT OF DEFICIENT PROTECTION MEASURES. /---------- --- 7. THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF/ UTILITIES (WHERE APPLICABLE) WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL - - - _ - ASPHALT WALK ° ft- ASSOCIATED COSTS. _ _ Q0 ° 8. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO I ` I - ------ - - - - -- Z: 00, N43 -08 16 HI 0 1 8 CRABAPPLE 15. 33 I 1 ' I K 1 N42 °1 0'1 9 "w 50 no' 0 529 1 �� 0 3/4a9 I Detai > \ 1 A T I ° o © I I 3 STABILIZED CONSTRUCTION ENTRANCE I U_ I - i (n I_ _ I I t I � - N % CONCRETE WASHOUT (TYP.) C_5.I0 LIMIT OF DISTURBANCE • ,f ♦ ! (17,777 SF +/-) LL_ 4 15"SPRU E U) I EXISTING ASPHALT PAVEMENT AND I ■.. ' ; I 3 CONCRETE WALK TO BE REMOVED ■ • ' �1 U) 5 I 0■4� ; 0 11.42 FLUSH (Dig 8"D��kOD C �\ I 10"CR'A-n♦APPLE TREE HAS BEEN PREVIOUSLY I \ i I U- I REMOVED, (TYP.) / !' \ I o �Lot 1 a I ► � / f 1 18,096 s.f. or Z / 0..4 ac.w%*0 - \; I - \ 1` 3111.44 FLUSH Nx 1 (3 6 CRABAPPLES • 10, CRA\nAPPLEQD 3 Ilk �/ ■ • ! • 0 i / i I / 10 0 I }� ♦ ♦ EXISTING CONCRETE CURB 8"CR��A♦PPLE 10 CR'A'BAPPLE I To BE REMOVED EXISTING FENCE TO BE REMOVED (TYP.) I Z or I � U � I I A.11.27 FLUSH � . - - - - - - - - - - - - - - -- - - - - -- - - - I \ , A� � � ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION /X /_/X/xI-� "'8 CRABA I OF WATER SERVICE CONNECTION. SAW CUT ALL EDGES i 310.--------t1066-2----------PTO. �- - \ - - - - - - FLUSH CU FI Ii�H r[JRR F-I USH CUR lo REMOVAL OF EXISTING POLE MOUNTED LIGHT SAN.M.H FIXTURE SHALL BE COORDINATED WITH DPW SA SA -SA -SA -SA -SA - SA SA SA SA EXISTING CONCRETE CURB WV _W W W W W W^ TO BE REMOVED ST ST ST ST ST ST---- ST - ST ST _ 6" WATER MAIN if X HEDGE OW C� 1 EXISTING CONCRETE CURB TO BE REMOVED L � SA SA SA. 1 1311. LUSH PEDES R WARNI G I -- 1fi.(�7---------------3�1-13 -I V FLU COMPOST FILTER SOCK AT 5 FLUSH CURB SAN.MH. 10" S `ti� HARDSCAPE SURFACES (TYP.) C-5.10 SA SA ' SA ---SA ^ SA SA SA SA - SILT FENCE (TYP.) - L WV *6./I, V' ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION OF ST ST ST -ST srsr sT sr �r ST-ST-ST ((��WATER SERVICE CONNECTION. SAW CUT ALL EDGES -- 1 2 STORM )L_ VVL-I \ A I I m P ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION --- OF STORM SEWER CONNECTION. SAW CUT ALL EDGES SA ST-ST / ST 4 TOPSOIL STOCKPILE SURRONDED BY SILT FENCE C_5.10 �j EXISTING WARNINGSTRIP TO BE REMOVED HYDRANT 1.14 FL SH CURB W DRAWING TITLE DEMOLITION, EROSION & PB# 20250203 SEDIMENT CONTROL PLAN APPROVED UNDER AUTHORITY OF A RESOLUTION PROJECT NO. 25001 ADOPTED b -2c7c BY THE PLANNING DRAWING NO. TOGA SPRINGS. BO HE OF SARARINGS. DATE: , 6 LI/zoz6 05/21/2026 C-0. 2 0 CHAIRPERSON DATE SIGNED DWG 3OF 10 stud*ioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST I 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 LEGEND - - PROPERTY LINE TREE TO BE PROTECTED - LIMITS OF DISTURBANCE SF SILT FENCE X EXISTING FEATURE TO BE DEMOLISHED OR REMOVED - - - -66 -- - - - EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING PAVEMENT TO BE DEMOLISHED/ REMOVED STABILIZED CONSTRUCTION ENTRANCE GRAPHIC SCALE 10 0 5 10 20 6mmW !6iiiiii I INCH = 10 FEET ON 24" X 56" SHEET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRAWING TITLED "S22-180 LATERRA xM" BY THOMPSON FLEMING LAND SURVEYORS P.C. ON 8 DECEMBER 2022. DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 3/17/25 PERMITS & APPROVALS 6/26/25 PERMITS & APPROVALS 7/9/25 PERMITS & APPROVALS 10/17/25 PERMITS & APPROVALS 1/20/26 PLANTER BED WALL 1/22/26 LIGHTING PLAN REV. 5/21/26 FINAL STAMPED DRAWINGS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR VINCENT & KATHERINE LATERRA COTTAGE ST & PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT LATERRA CONDOMINIUMS LAYOUT AND MATERIAL NOTES: I. VERIFY LOCATION OF ALL WALLS, STAIRS, AND PATIO AFFECTING SCOPE OF WORK. 2. THE LAYOUT OF ALL WORK FOR THE PROJECT SHALL BE COMPLETED BY A LICENSED SURVEYOR RETAINED BY THE CONTRACTOR. THE ENGINEER TO APPROVE LAYOUT PRIOR TO CONSTRUCTION. 3. TAKE ALL DIMENSIONS FROM FACE OF DRIVEWAY, WALL, OR BUILDING. 4. ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF WALLS AND PAVING TO BE PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 5. REFERENCE TO SCALE IS FOR FULL SIZE DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. 0 W W c W y CONTROL JOINT, W W W TYP. a W W W W �Q W HEAVY DUTY 5'W CONCRETE WALK H H �Hl° FLUSH GRANITE ' � ,IH I t'1( IF''� W W W y CURB S A N. M H. IV � � RI =312.21' PLANTING BED, TYP. W PROPOSED 6"H ° GRANITE CURB (6) BN Q W W } 1 G W W iL w C J F- / W W L_ f' 00 �' 7j W •Y L C�7\�/ .Y W •Y 62 � -I -I-- i �- A LI \ I c W W W J d W W 00 00 W W W W W 1 PLAN VIEW CONT. i PROPOSED 5'W SIDEWALK R85. p4' Lam-' 3 - CONTROL JOINT, TYP. \ 1 3 SCALE: I" = 20'-0" T 0 R WALKWAY �00, NO` 0 `4 55 4- " 7 20.53' O MA LI RS oo \ � I STONE ENTRY PILLAR, TYP. 4 V w �1 SNOW MELT ON ALL DRIVEWAY AND PAVER SURFACES 4 4 a rip, III • • 1 • �L �� • • • �� • •VENEER RAISED L NTER • • f�. fllfi �■!! !!!ff■1!� ffifi� � � fi �lNEI ffl!!!!!!!!!!!!!f� • �!!!!!!!llffff7ffilfffl• •v!l(1) !lm e s> ON -GRADE PARKING SPACE a RIVER • Iffffifi ■ (1) ON -GRADE PARKING SPACE ' • • • W. V .a. .a — a ' -!■ -- f!r!!!!!-1-!!llr.. —!!!!—!!!!!! fi l■ MECE -!i - N z !fi f■!■ fiffi!!!!!!!!!llfl• f!!!!!!!!!!!llfif■ 1■ Iffifi f■ f�lffi� • !fi fifffiff�f�!l�f�!!!!lfil■ Iffifi� ;4 - 'Lf •- • • - • - ti!■ !fi 1!!!!!!!!!! fiffi!!!!!fi!!!Z! ! •• f■ 1■ fill 7lfi■ ON -GRADE PARKING SPACE AND SPACE , s -.- -./1 !N! f■ffi■ ff�l�fififfiff�ffil��� 11 !ff!!!!llffil.I■!■. f� !!u■ PARKING SPACE -' � !fi !!!!!!!!!!lfil■ 1!!ff • •� !f! �fflffi!!!!!!fi!!!f!1■ Iffifi� �fil !■ f ffifillffilfff■fi!!llfif■ IN 1lffi�■ filfi ■ • a • REAR l !� M!■ �� !!!!!�1■ f !!!! !!!lffi■f■ �!!!!! !!0 l■SIET i!!■ i�fi f !■ • • fi�f��fifi� f■!Li ■ aCK J, ��_f�l��� ' !■ 6MME ff�lfi!!!!!!!!!!■. —"---------_---•— tilt ffi � • ► � - a • iffiff■■ 13.50' - L (1) LIFT PARKING SPACE -- RIVER ROCK I PARKING SPACE C-5.10 10 PERMEABLE CONCRETE PAVER C-5.10 - 1 17.15' II PROPOSED BUILDING 8 (SEE ARCHITECTURAL PLANS) PROPOSED 6 WIDE I CONCRETE SIDEWALK C-5. 10 d 4'W WOOD GATE I 44 1 I 8 PROPOSED 6' WIDE 1 I I C-5.IO CONCRETE SIDEWALK 2.25'W RIVER 6 - 1 1 ROCK DRIP STRIP C-5.10 I ° I d EXTERIOR STAIRS - 1 SEE ARCH. PLANS I 1 I � I 1 14.90:- 1 71777 1 1 ❑❑ ❑El E I PROPOSED STEEL 7tK- EDGING I ❑ ❑ ❑ ° ❑ 1 I._ Gc a ° d 1- _-- B� p G q d CA 44 �� 1 o Q 1 5.55' 24.820' 11.96' Q 23.97' 13.83' 23.91' c z m 24.96' 1 28.00' d d _ �� ��������� A �����.o LU v U d 4 a 6 .d ��i c -.I d AI n 4-G a d d a a O d I-d 4O --- 6 C-5.10 RIVER ROCK rk- 9 I III, PROPOSED CONTROL �;�;�;�; -- - C-5.I0 JOINTS, TYP. _ PROPOSED ASPHALT 7 INFILL C-5.10 I'I'll i' I I I I IIIiI l'I'i I�I�I�I�I�I PROPOSED ASPHALT INFILL i I I I'I'I 11 PROPOSED 6"H GRANITE CURB PROPOSED 5'W 8 SIDEWALK 1Q. 10 R85.04, L-16.61 - CONTROL JOINT, r9 TYP. C2 .10 n)r4 4'H METAL FENCE C-5.12 _Q) CIP CONC. RETAINING 3 WALL W/ STONE VENEER C-5.12 HEAVY DUTY 5'W 8 CONCRETE WALK C-5.10 HEAVY DUTY o CONCRETE DRIVE 8 WITH APRON C-5.10 FLUSH GRANITE 8 LID 01 06 r- 0 CD LID 5'W RIVER ROCK DRIP STRIP CONTROL JOINT, c *A PROPOSED 5'W SIDEWALK - PROPOSED STEEL EDGING (__5 - PROPOSED 6"H GRANITE CURB C-5.11 FLUSH GRANITE CURB WITH DETECTABLE WARNING STRIP C-5.12 tf� N stud*ioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST J QUALITV 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 LEGEND PROPERTY LINE — — — — PROPERTY LINE SETBACK ° PROPOSED LIGHT DUTY CONCRETE PROPOSED SITE WALL o- - - PROPOSED METAL FENCE PROPOSED WOOD FENCE PROPOSED CONCRETE PAVERS -�' - PROPOSED HEAVY DUTY CONCRETE WITH SNOW MELT PROPOSED HEAVY /•�� DUTY CONCRETE GRAPHIC SCALE IO 0 5 10 20 INCH = 10 FEET ON 24" X 36° SHEET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRAWING TITLED "S22-I80 LATERRA XM" BY THOMPSON FLEMING LAND SURVEYORS P.C. ON 8 DECEMBER 2022. DIG SQFF NOTF: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 3/17/25 PERMITS & APPROVALS 6/26/25 PERMITS & APPROVALS 7/9/25 PERMITS & APPROVALS 10/17/25 PERMITS & APPROVALS 1/20/26 PLANTER BED WALL 1/22/26 LIGHTING PLAN REV. 5/21/26 FINAL STAMPED DRAWINGS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY' FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PROPOSED STREETLIGHT (TYP.) INSTALLATION OF DECORATIVE STREET LIGHTS SHALL BE COORDINATED WITH DPW C-�_l PROPOSED 5' WIDE II'8 PREPARED FOR CONCRETE SIDEWALK C-5.10 VINCENT & KATHERINE LATERRA PROPOSED ASPHALT 7 COTTAGE ST & PARK PLACE INFILL C-5.10 SARATOGA SPRINGS, NY 12866 _-- -_-_-� - PROJECT LATERRA CONDOMINIUMS DRAWING TITLE LAYOUT & MATERIALS PB# 20250203 PLAN APPROVED UN ER AUTHORITY OF A RESOLUTION PROJECT NO. 25001 ADOPTED 'L DZ4 BY THE PLANNING DRAWING NO. BOARD OFT CITY OF SARATOGA SPRINGS. DATE: Lf Z Z� 05/21/202b _' • I 0 CHAT E DATE SIGNED DWG 4OF 10 IWAIPAM9iTlYfAlP]:rAX31bW!*!7Af011\rl1111111111r 111`16%9�*a I. BEFORE ANY LAND CLEARING IS COMPLETED, THE CONTRACTOR SHALL ARRANGE A MEETING ON SITE WITH THE OWNER'S REPRESENTATIVE TO IDENTIFY WHICH TREES ARE TO BE PROTECTED OR REMOVED. NO CLEARING SHALL OCCUR WITHOUT A CLEAR UNDERSTANDING OF THE EXISTING CONDITIONS TO BE PRESERVED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD. THE PLACEMENT OF PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL, HOWEVER, BE AT THE CONTRACTORS DISCRETION. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE KEPT. CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE KEPT. 3. ALL TEMPORARY EROSION AND SEDIMENT (E&S) CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH DISTURBANCE. E&S CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED TO ENSURE SATISFACTORY PERFORMANCE. ANY DAMAGE OCCURRING DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. ASSOCIATED FINES RESULTING FROM SUCH DAMAGE SHALL ALSO BE PAID BY THE CONTRACTOR. W W POTABLE WATER SERVICE LINE NOTES: U I. ALL WATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT RULES, REGULATIONS, AND CONSTRUCTION STANDARDS OF THE NEW YORK STATE m DEPARTMENT OF HEALTH, AMERICAN WATER WORKS ASSOCIATION AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 2. ALL PIPE AND APPURTENANCES SHALL BE APPROVED BY THE NATIONAL SANITATION FOUNDATION (NSF) FOR USE WITH POTABLE WATER. m 3. FOLLOWING MATERIALS SHALL BE PROVIDED: < A. WATER PIPING: CEMENT LINED DUCTILE IRON PIPE, PUSH -ON -JOINT TYPE AWWA C150 AND C151 THICKNESS CLASS 52, 250 PSI RATED WITH AWWA CIII RUBBER GASKETS AND BRASS WEDGES OR CONDUCTIVE GASKETS. B. VALVES: } AWWA C500 RESILIENT WEDGE LEFT TURN OPEN GATE VALVE TYPE, NON -RISING STEM, MECHANICAL JOINT TYPE, 200 PSI PRESSURE RATED. VALVES SHALL BE o AS MANUFACTURED BY MEULLER. C. FITTINGS: m SHORT BODY ZINC COATED DUCTILE IRON MECHANICAL JOINT TYPE FITTINGS, AWWA CI10-77 WITH AWWA CIII RUBBER GASKETS, DUCTILE IRON GLANDS, AND STEEL BOLTS AND NUTS, 250 PSI RATED. W D. TAPPING SLEEVE: SHALL BE FULL BODY MECHANICAL JOINT DUCTILE IRON OR STAINLESS STEEL FULL WRAP AROUND MULLER H-304 SERIES OR APPROVED EQUIVALENT. - ALL VALVES RIGHT HAND OPEN (CLOCKWISE). - ALL BOLTS COR-BLUE T-BOLTS AND NUTS IN COMPLIANCE WITH AWWA CIII. - PIPE AND FITTINGS TO BE CEMENT MORTAR LINED PER AWWA C104, STANDARD THICKNESS. 4. WATER LINES SHALL BE SEPARATED FROM SANITARY SEWER LINES FOR A MINIMUM HORIZONTAL DISTANCE OF 10 FT. 5. MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER PIPELINE SHALL BE 18 INCHES CLEAR AS MEASURED TO OUTSIDE SURFACES OF PIPES. LOCATE JOINTS IN EACH PIPE EQUIDISTANT FROM THE CROSSING LOCATION. 6. MINIMUM COVER OVER WATER LINES SHALL BE 5'-0" TO THE CROWN OF THE PIPE. 7. MINIMUM BENDING RADIUS FOR WATER MAIN INSTALLATION SHALL BE 250 FT., RESPECTIVELY. 8. TRACER WIRE SHALL BE A MIN. OF #12 AWG COPPER CLAD STEEL W/ MIN. 30 MIL. HDPE INSULATION THICKNESS. TRACER WIRE SHALL BE INSTALLED CONCURRENTLY WITH THE HDPE PIPING SYSTEM ALONG THE ENTIRE PIPELINE AND SERVICE CONNECTION SYSTEM. TRACER WIRE LOCATOR STATION SHALL BE UNDERGROUND FLUSH MOUNTED 9. COORDINATE WITH THE OWNER'S REPRESENTATIVE OF THE FACILITY FOR FLUSHING AND CLEANING OF NEW SERVICE LINES PRIOR TO TESTING. WATER PIPING SHALL NOT BE ALLOWED TO BE PUT INTO SERVICE UNTIL SUFFICIENTLY CLEARED AND APPROVED BY THE ENGINEER FOR FINAL CONNECTION. 10. WATER LINES SHALL BE TESTED IN ACCORDANCE WITH AWWA C600 REQUIREMENTS. II. NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE LATEST AWWA STANDARDS FOR THE DISINFECTION OF WATER MAINS DESIGNATION C651-14 WITH THE EXCEPTION OF SECTION 4.3, TABLET METHOD OF CHLORINATION. FOLLOWING FLUSHING, WATER SAMPLES SHALL BE COLLECTED FROM THE MAIN AND EACH BRANCH. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. WATER SAMPLES SHALL BE COLLECTED AND THE MAIN SHALL NOT BE PLACED IN SERVICE UNTIL THE WATER HAS BEEN APPROVED AND NOTIFICATION THEREOF RECEIVED. UPON COMPLETION OF PIPELINE INSTALLATION AND BACKFILL, CONCURRENT HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600. THE ENGINEER SHALL BE PRESENT FOR ALL SYSTEM TESTING. 12. HYDROSTATIC TEST: • HYDROSTATIC PRESSURE LEAK TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM F2164. • PERFORM AFTER WATER MAIN PIPE HAS BEEN DISINFECTED AND PRIOR TO BACKFILL. TEST PRESSURE SHALL BE A MINIMUM OF 150 PSI OR 50 PSI GREATER THAN THE MAXIMUM STATIC PRESSURE, WHICHEVER IS GREATER. • BEFORE APPLYING TEST PRESSURE, COMPLETELY EXPEL AIR FROM SECTION OF PIPING UNDER TEST. PROVIDE CORPORATION COCKS SO THAT AIR CAN BE EXPELLED AS PIPELINE IS FILLED WITH WATER. AFTER AIR HAS BEEN EXPELLED, CLOSE CORPORATION COCKS AND APPLY TEST PRESSURE. UPON COMPLETION OF TESTS, REMOVE CORPORATION COCKS AND PLUG RESULTING PIPE OPENINGS. • THE TEST PROCEDURE SHALL CONSIST OF AN INITIAL EXPANSION, FOLLOWED BY A TEST PHASE. FOR THE INITIAL EXPANSION PHASE, THE SECTION OF PIPELINE BEING TESTED SHALL BE PRESSURIZED TO THE TEST PRESSURE FOR A MINIMUM OF FOUR HOURS. • BEGIN THE INITIAL EXPANSION PHASE BY SLOWLY BRING PIPING TO TEST PRESSURE AND ALLOW SYSTEM TO STABILIZE PRIOR TO CONDUCTING LEAKAGE TEST. DO NOT OPEN OR CLOSE VALVES AT DIFFERENTIAL PRESSURES ABOVE RATED PRESSURE. • AT THE COMPLETION OF THE FOUR HOUR EXPANSION PHASE, THE PRESSURE SHALL BE REDUCED BY 10 PSI AND THE TEST PHASE SHALL COMMENCE. 3 • THE REDUCED TEST PRESSURE SHALL REMAIN STEADY (WITHIN 5% OF TARGET Z PRESSURE) FOR A MINIMUM OF ONE HOUR. NO PIPELINE INSTALLATION WILL BE APPROVED WHEN PRESSURE VARIES BY MORE THAN 5 PSI AT COMPLETION OF HYDROSTATIC PRESSURE TEST. • EXAMINE EXPOSED PIPING, FITTINGS, VALVES, HYDRANTS AND JOINTS CAREFULLY DURING HYDROSTATIC PRESSURE TEST. REPAIR OR REPLACE DAMAGED OR DEFECTIVE N PIPE AND APPURTENANCES DISCOVERED FOLLOWING PRESSURE TEST. 16. LEAKAGE TEST • PERFORM FOLLOWING SATISFACTORY RESULTS OF A HYDROSTATIC TEST PRIOR TO BACKFILL, FOR A MINIMUM TWO HOUR DURATION. • SUBJECT PIPE TO ITS RATED PRESSURE • NO PIPELINE INSTALLATION WILL BE APPROVED WHEN LEAKAGE IS GREATER THAN THAT DETERMINED BY THE FOLLOWING FORMULA: L = SD NP)/7,400 L = ALLOWABLE LEAKAGE, (GALLONS PER HOUR) N S = LENGTH OF PIPE TESTED (INCHES) D = NOMINAL DIAMETER OF PIPE (INCHES) P = AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST (PSI) � N W a • WHEN LEAKAGE EXCEEDS SPECIFIED ACCEPTABLE RATE, LOCATE SOURCE AND REPAIR ACCORDINGLY. REPEAT TEST UNTIL SPECIFIED LEAKAGE REQUIREMENTS ARE MET. Cu w 17. FIRE SUPPRESSION SYSTEMS IF REQUIRED SHALL BE DESIGNED BY OTHERS. IF WET FIRE z SUPPRESSION SYSTEMS ARE PROPOSED THEY SHALL BE EQUIPPED WITH BACKFLOW �< PREVENTION DEVICES. 4. ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE LICENSED SURVEYOR. 5. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN A MAXIMUM OF 12" COMPACTED LIFTS. 6. ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH SLOPE STABILIZATION MATS. LOCATIONS AND METHODS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. 7. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH (8") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK. 8. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE OWNER. 9. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADE, PROVIDING VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES. 10. DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES, CONTRACTOR IS TO PROVIDE TEMPORARY FACILITIES UNTIL PERMANENT WORK IS COMPLETED AT NO COST TO THE OWNER. SANITARY SEWER NOTES: I. ANTICIPATED DESIGN FLOW: NUMBER OF UNITS 6 UNITS BEDROOMS/UNIT 18 BEDROOMS = 3 BEDROOMS * 6 UNITS DESIGN FLOW 1,980 GPD = 110 GPD * 18 BEDROOMS 2. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT CONFORMANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS ALL NYSDEC AND SARATOGA COUNTY REQUIREMENTS 3. ALL PLUMBING FIXTURES SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS FOR NEW STANDARD FIXTURES PER NYSDOH STANDARDS APPENDIX A TABLE 1 4. ALL GRAVITY SEWER PIPING SHALL BE SDR 35 PVC PIPE WITH GASKETED JOINTS AND FITTINGS INSTALL SEWER PIPING TO THE INVERTS INDICATED AT A UNIFORM SLOPE BETWEEN DESIGNATED ELEVATIONS WITH NO SAGS OR HUMPS THE MINIMUM SLOPE FOR ALL GRAVITY SEWER PIPING SHALL BE 1/4/FT (2%) UNLESS OTHERWISE INDICATED 5. MAINTAIN A 10 FOOT MIN. HORIZONTAL SEPARATION BETWEEN WATER LINES AND SANITARY SEWER LINES, AND A 18" VERTICAL SEPARATION BETWEEN SANITARY/STORM AND WATER LINES WHEN CROSSING LINES. Ar3l� ,� � I` I odwhee�er 1 .. 310.50 FLUSH CURB 310,62 FLUSH CURB II. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE TO PREVENT PONDING. FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES. 12. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND SO THAT NO DAMAGE OCCURS TO EXISTING ROOT SYSTEM. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND AT NO ADDITIONAL EXPENSE TO THE OWNER. 13. EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF PLUS/MINUS 111 . 14. SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIED PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL. 15. EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION 203. MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE 12 INCH AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR COMPACTION TEST PER ASTM D698. 16. MATERIAL STOCKPILES, IF REQUIRED, SHALL BE LOCATED WHOLLY WITHIN THE WORK AREA. ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF ALL STOCKPILES AS DIRECTED IN THE FIELD BY THE ENGINEER. 17. ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND STABILITY OF ALL EXCAVATION ASPHAL_T WALK ---, -SA SA SA SA- INSTALL (1) 150 KVA OR (2) 75 KVA TRANSFORMERS ON w w w w POLE (PREFERRED) ST sT- 4"0 DIP CLASS 52 DIP WATER SERVICE 6" WATER MAIN STORM M.H. SLOPES, SHEETING, SHORING, TRENCH BOXES, AND ANY OTHER MEANS REQUIRED FOR A SAFE WORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND OTHER STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING REGULATORY AGENCIES: - SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF LABOR INDUSTRIAL CODE RULE 23. - SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR OSHA REGULATIONS FOR CONSTRUCTION. - ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS OR LAWS PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE. - THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY. THESE PROVISIONS SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE WORKING CONDITIONS. 18. CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2. 19. ALL SILT FENCES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF EXISTING SITE FINISHES AND SHALL REMAIN IN PLACE UNTIL A STABLE GROWTH OF TURF IS ESTABLISHED. 20. ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE COVERED WITH 3" OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF. F-0IZ.U0 rLUJr1 l � 0 3 0 3 1 1 o � = TW=312.30 0 BW=311.88 1 3' WIDE RIVER ROCK/" 6 DRIP STRIP L5.10 LLJ 311.42 FLUSH I 3 311.44 FLUSH 3 3 311.27 FLUSH 311.22 FLUSH V/ PEDES RIAN WARM G Do SURFA 10 12 o° ° C-5.11 C-5.11 po 8" O SOLVENT WELDED SDR 35 9 PVC SEWER LINE SLOPE AT 311 1 MIN 1/4"/FT. FROM BUILDING C-5. TO MUNICIPAL CONNECTION FLUSH ( SAN.MH. -SA SA,N. SAN.1� -SA SA SA A SA SA SA SA 3 SA SA- 1 4" WATER LINE w w W w WV W w w ST ST ST ST ST \\ 12" STORM SEWER -ST ST- ST ST ST ST ST S PB# 20250203 APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 212,01 ZD216 BY THE PLANNING BO I Y OF SARATOGA SPRINGS. CHAIRPERSON- DATE SIGNED stud*ioA LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST ( Y 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 LEGEND PROPERTY LINE - - -"L - - - EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS 860PROPOSED MAJOR CONTOURS 862 PROPOSED MINOR CONTOURS 396.5 394.00 --\ PROPOSED SPOT GRADES ST STORM LINE SAN SEWER LINE w WATER LINE NORTH GRAPHIC SCALE 10 0 5 10 20 I INCH = 10 FEET ON 24" X 36" SHEET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRAWING TITLED "S22-180 LATERRA xM" BY THOMPSON FLEMING LAND SURVEYORS P.C. ON 8 DECEMBER 2022. DIG SAFF NOTF THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 3/17/25 PERMITS & APPROVALS 6/26/25 PERMITS & APPROVALS 7/9/25 PERMITS & APPROVALS 10/17/25 PERMITS & APPROVALS 1120126 PLANTER BED WALL 1/22/26 LIGHTING PLAN REV. 5/21/26 FINAL STAMPED DRAWINGS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR VINCENT & KATHERINE LATERRA COTTAGE ST & PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT LATERRA CONDOMINIUMS DRAWING TITLE GRADING, DRAINAGE &UTILITIES PLAN PROJECT NO. 25001 DATE: DRAWING NO. 05/21/2026 C-2.10 DWG 5 OF 10 r m 0 W U U W U m U) w 0 co m z c� w 0 nff 91 Cottage Street 00 0.0 0.0 DM 0.0 0.0 0.0 0.0 oCoondp�nini�rons 0.0 0.0 0.0 0.0 0.1 5/8"IR. S43°08'11 E 176, 80' 0.0 0.0 0.0 0.0 0.0 0. 0. o.o o. oo^ 0.00.0 0.0 T� Q PRIVACY FENCE 0�J 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 � N i 2 v SWIMMING 21,183 s. f. or m (ZO01/2"iR.0.0 0.0 0.0 0.0 0.0 I 04 0.0 POLO 0. 0.0 0.48�) aCL?.0 0.0 0.0 C) W LC) 0 0.0 0.0 0.0 0.0 0.0 0.0 O.000TDO@RO 0.0 0.0 0.0 Cy) KITCHEN SPIRAL �0 0.0 0.0 O-9TAIRCAwVU 0.0 i 0.0 0.0 0 O.OA/C 0.0 0 O 0U. UNITS 1 n i /2"I R. 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I� 0.1 O.0 I 0.1O.0 I 0.1 O.0 0.1' 0.0 0.1 O.0 10.1 O.0 0 O.0 �.0 O.0 �.0 O.0 H YD 0 C.1 0.0 0.0 O.0 SA W 0.1 0.0 0.0 O.0 ST 0.0 0.0 O.0 DM 0.o LIGHTING FIXF 010'1 0.1 0,1__- -Z}.1 ( 0.1.0.0 0.0 0.0 0.0 0.1 0:1 _-p,1 _C1.1 .__-__4._ 0.1 0.1 0.0 0.0 0.0 O.0 TURE (TYP.) --_ INSTALLATION OF DECORATIVE STREET LIGHTS SHALL BE COORDINATED WITH DPW 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D V 0.0 0.0 0.0 0.0 DM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.c GENERAL PHOTOMETRIC SCHEDULE AVERAGE 0.18 FOOT-CANDLES MAXIMUM 1.6 FOOT-CANDLES MINIMUM 0.0 FOOT-CANDLES MINIMUM TO MAXIMUM 0.0 FC RATIO MAXIMUM TO MINIMUM 3936.97 FC RATIO AVERAGE TO MINIMUM 443.47 FC RATIO LUMINAIRE SCHEDULE CALLOUT SYMBOL DESCRIPTION BALLAST MOUNTING MODEL VOLTS QUANTITY SL O Boulevard Series Acorn, T5 Optic, Lens ELECTRONIC CEILING Sternberg Lighting 120V 1 P 2W 6 Acrylic Acorn , D650SRLED-12L4OT5-MDL008 Alk stud*io/k LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST ( =_ 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 LEGEND PROPERTY LINE GRAPHIC SCALE 20 0 10 20 40 I INCH = 20 FEET ON 24" X 56" SHEET MAP INFORMATION BASE MAP INFORMATION OBTAINED FROM A DRAWING TITLED "S22-180 LATERRA Xm" BY THOMPSON FLEMING LAND SURVEYORS P.C. ON 8 DECEMBER 2022. DICAFF NOTF: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT 'DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE I DESCRIPTION 3/17/25 PERMITS & APPROVALS 6/26/25 PERMITS & APPROVALS 7/9/25 PERMITS & APPROVALS 10/17/25 PERMITS & APPROVALS 1/20/26 PLANTER BED WALL 1/22/26 LIGHTING PLAN REV. 5/21/26 FINAL STAMPED DRAWINGS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR VINCENT & KATHERINE LATERRA COTTAGE ST & PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT LATERRA CONDOMINIUMS DRAWING TITLE PB# 20250203 LIGHTING PLAN APPROVED UNDER AUTHORITY OF A RESOLUTION PROJECT NO. 25001 ADO TED 0 oz� BY THE PLANNING DRAWING NO. BOA OF SARATOGA SPRINGS. DATE: 05/21/2026 C-4.20 CHAIRPERSON DATE SIGNED DWG 7 OF 10 ANCHOR BALES WITH (2) 2"x2"x4' STAKES PER BALE I( BALES TO BUTT AGGREGA V 1"II11 UCr 1 fl AGGREGATE ALL AROUND 18"± "INDING WIRE TRAIN BALE (TYPICAL) 12" MAX 10 MIL POLYETHYLENE SHEETING 12" MIN GROUNDWATER TABLE TYPICAL SECTION 6" MIN IMBEDMENT (TYPICAL) EXISTING GRADE- -WOOD STAKE (TYPICAL) 18" ALL CONCRETE TRUCKS PLAN 12"SHALL [WASHOUT BLACK LETTERS ON WHITE CAPACITY: HERE BACKGROUND THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL SIZED TO ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7 GALVANIZED "U" GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING 7'-0"TO CHANNEL POST DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED, BOTTOM OF SIGN THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO I VERTICAL. GRADE LOCATION: Jill [-FINISH LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS, STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE 3'-0" MIN SIGN SHALL BE PLACED EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN SOIL IN A PROMINENT LOCATION TO THE STRUCTURE SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS EMBEDMENT 's AT WASHOUT AREA DISCHARGED. LINER: WASHOUT SIGN ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEAR, AND ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT IF PRE -FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL BE SITED AS NOTED IN THE LOCATION CRITERIA. MAINTENANCE: • ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP. • ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. • DISPOSE OF THE HARDENED MATERIAL OFF -SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON -SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. • THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. • INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON -DESIGNATED AREAS. 1 CONCRETE WASHOUT AREA DETAIL WOVEN WIRE FENCE (MIN. 14 2" HARDWOOD GAUGE W MAX 6" 10' MAX. TO FENCE POSTS, MESH SPACING) MIN. 36" LONG, DRIVEN 16" INTO GROUND WOVEN WIRE FENCE - (MIN. 14 z GAUGE W/ D Go MAX. 6" MESH SPACING) _noun °= WITH FILTER CLOTH 3 � z o COMPACTED SOIL - D rn = � FL--� G) e rn D rn -r D r 3 0D W W y y = r opZ - v J ✓ �D I- , --_ n NOTES: PERSPECTIVE VIEW I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X, MARAFI IOOX, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE FENCE. IF THE WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING SILT FENCE DETAIL 50' MIN. 6-, MOUNTABLE EXISTING GROUND GEOTEXTILE FABRIC BERM PROFILE VIEW (OPTIONAL) 50' MIN. z 0 z. f2' N11N. EXISTING C\, PAVEMENT =1 I I=1 I EXISTING GROUND z 0 PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE EMBED FILTER CLOTH A MIN. OF 8" IN GROUND SCALE: N.T.S. 36" MIN. FENCE POST N 0 z z 4" z SECTION VIEW UNDISTURBED GROUND SILT FENCE SLOPE LENGTH/FENCE LENGTH (FT.) SLOPE STANDARD FENCE REINFORCED FENCE SUPER <2% 300 / 1500 NA NA 2%-10% 125 / 1000 250 / 2000 300 / 2500 10-20% 100 / 750 150 / 1000 200 / 1000 20%-33% 60 / 500 80 / 750 100 / 1000 SCALE: N.T.S. EXISTING PAVEMENT NOTE: I. STONE SIZE - USE 1" -4" TYPE 3 STONE. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN 6". 4. WIDTH - 12 FEET MINIMUM, BUT NOT LESS THAN THE FULL WIDTH WHERE INGRESS AND EGRESS OCCUR. 24 FEET IF SINGLE ENTRANCE TO THE SITE. 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE 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 A 5:1 SLOPE 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 MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A 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. SCALE: N.T.S. SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR TO EXTEND AROUND DOWNSTREAM PORTION IF STOCKPILE IS ON SLOPE NOTES: I. REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS. 2. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 10 DAYS, IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION. 3. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR REPLACE DEFICIENCIES IMMEDIATELY. 4. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE REMOVED ONLY WHEN DIRECTED BY TOWN OR ENGINEER. 1 TOPSOIL STOCKPILE DETAIL EXISTING CONTOURS. DISTURBED ��% AREA 2"x2" WOODEN STAKES PLACES 10" O.C. @ 450 ANGLE UNDISTURBED COMPOST FILTER AREA SOCK. PLAN VIEW COMPOST FILTER SOCK DETAIL ADJACENT STRUCTURE OR SURFACE FINISHED SLAB MIRAFI 14ON OR APPROVED EQUAL FILTER FABRIC (FLASHED UP AT ALL EDGES) ROUNDED RIVER STONE OR APPROVED EQUIVALENT 6" DEEP; TOP OF STONE SET BELOW FINISHED SLAB ELEV. COMPACTED SUBGRADE 4" COL -MET, OR APPROVED EQUAL, BROWN STEEL EDGING CONTINUOUS AT DRIP EDGE (4" DEEP W/18" STAKES AT 2'-0" O.C.) 2"x2" WOODEN STAKES PLACED 10" O.C. @ 450 ANGLE 00 BLOWN/PLACED FILTER MEDIA. DISTURBED AREA N z-� SEE PLANS SLOPE @ MIN. 2% DRIP EDGE & STONE SURFACE DETAIL fi DEPTH TO SUBGRADE AS REQ'D SCALE: N.T.S. COMPOST FILTER SOCK. .............8............... ............. UNDISTURBED AREA SECTION VIEW SCALE: N.T.S. SCALE: N.T.S. PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE PARKING LOT 1 112" 2" 8-10" STANDARD ROADWAY 1 112" 3" 12" TOP COURSE - NYS DOT ITEM 402.098302 - 9.51`3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYS DOT ITEM 407-0102 DILUTED TACK COAT BINDER COURSE - NYS DOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR FILTER FABRIC SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR DENSITY NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2-3" LIFTS WITH TACK COAT BETWEEN. 3. THE ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY THE ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. CITY OF SARATOGA SPRINGS ASPHALT PAVEMENT DETAIL BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE 6"X6" NO. -W6.0 X W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICE AND 3" BOTTOM CLEARANCE 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 504, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACED TO 90% STANDARD PROCTOR LIGHT DUTY CONCRETE SCALE: N.T.S. BROOM FINISH PERPENDICULAR TO WALK 71�K8►[y:7�1� 6"X6" NO. -W6.0 X W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICE AND 3" BOTTOM CLEARANCE 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACED TO 90% STANDARD PROCTOR HEAVY DUTY CONCRETE CITY OF SARATOGA CONCRETE SURFACE DETAIL SCALE: N.T.S. TYPE TYPICAL JOINT DETAIL A 2" TOOLED JOINT W/ 4" RADIUS EDGES AS EXPANSION TYP. SHOWN, TYP. JOINT SINGLE COMPONENT SILICONE JOINT a SEALANT COMPATIBLE WITH SUBSTRATE AND a . ° OTHER EXPANSION JOINT MATERIALS. ° CLOSED CELL POLYETHYLENE JOINT FILLER a MATERIAL COMPATIBLE WITH SUBSTRATE AND OTHER EXPANSION JOINT MATERIALS. COVER WITH W.R. MEADOWS OR EQUAL SNAP �2" JOINT CAP AND REMOVE AFTER CURING. CONCRETE B o - 2" TYP. CONTROL = JOINT 3 X_ z . �- a d d d a > 2" JOINT a TOOLED JOINT W! 4" RADIUS EDGES AS SHOWN, TYP. TOOLED CONSTRUCTION JOINT CONCRETE NOTE: 1. LOCATE CONTROL JOINTS AS SPECIFIED ON LAYOUT & MATERIALS PLANS. 2. TOOLED JOINTS SHALL ALSO BE LOCATED AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT. 3. EXPANSION JOINTS TO OCCUR 20' O.C. MAX AND AT ALL CURBS, WALLS AND WHERE SHOWN ON PLANS OR OTHER DETAILS CONCRETE JOINT DETAILS SCALE: N.T.S. PERMEABLE PAVER, TYPE AND COLOR TBD JOINT FILLING MATERIAL; #89 AGGREGATE WASHED FRACTURED AND OPENGRADED 2" BEDDING COURSE; 112" - 3/8" WASHED FRACTURED OPEN GRADED STONE #89 AGGREGATE 2" CHOKER COURSE; 3/4" WASHED FRACTURED OPEN GRADED STONE #57 AGGREGATE 18" RESERVOIR WITH 40% VOIDS; 1-112" - 3" CLEAN FRACTURED OPEN GRADED STONE #2 AGGREGATE SUBGRADE '1 PERMEABLE PAVER DETAIL iv SCALE: N.T.S. i S 10 tud LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING TRUST I 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 MAP INFORMATION BASE MAP INFORMATION OBTAINED FROM A DRAWING TITLED "S22-180 LATERRA XM" BY THOMPSON FLEMING LAND SURVEYORS P.C. ON 8 DECEMBER 2022. DIG SAFE NOTF- THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE DESCRIPTION 5/17/25 PERMITS & APPROVALS 6/26/25 PERMITS & APPROVALS 7/9/25 PERMITS & APPROVALS 10/17/25 PERMITS & APPROVALS 1/20/26 PLANTER BED WALL 1/22/26 LIGHTING PLAN REV. 5/21/26 FINAL STAMPED DRAWINGS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR VINCENT & KATHERINE LATERRA COTTAGE ST & PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT LATERRA CONDOMINIUMS DRAWING TITLE PB# 20250203 CONSTRUCTION DETAILS APPROVED UNDER AUTHORITY OF A RESOLUTION PROJECT NO. 25001 ADOPTED ZOZ6 BY THE PLANNING BO Y OF SARATOGA SPRINGS. DATE: DRAWING NO. 05/21/2026 -5 . I 0 CHAIRPERSON dvDATE SIGNED DWG 8 OF 10 PRUNE TO REDUCE FOLIAGE BY ONE THIRD. j ALWAYS PRUNE TO NODE OR CROTCH. NEVER CUT LEADER. RETAIN NATURAL 0 CHARACTER OF SHRUB. i , MULCH BED - PLACE 3" SHREDDED HARDWOOD BARK MULCH AROUND ALL SHRUBS 2 0 3" MULCH OVER 3" LIP OF TOPSOIL TO FORM SAUCER CUT AND REMOVE BURLAP II= FROM TOP ONE THIRD OF 6',. - SHRUB BALL MIN.. PREPARED TOPSOIL IN 6" LIFTS SCARIFY COMPACTED SUB -SOIL __ TO A DEPTH OF 4" NOTES: I. COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 2. SHRUB ALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUSLY EXISTING GRADE. BALLED & BURLAPPED DETAIL SCALE: N.T.S. —ch a� ° 1 0 Q w � � I z z BURIED TRACER WIRE/WARNING TAPE 0 o COMPACTED BACKFILL "' CLEAN SAND OR GRAVEL MATERIAL SHALL BE CLEANED OF ROCK 1i GREATER THAN I" IN DIAMETER. 18" MIN. HAND TAMPED �� f,f, BEDDING SAND 4" BEDDING HAND TAMPED PIPE, CENTERED IN TRENCH, D+2'-0" MAX. SEE PLANS FOR SIZE D+I'-0" MIN. CENTERED IN TRENCH, SEE PLANS FOR SIZE AND TYPE UNDISTURBED SOIL PIPE TRENCH DETAIL 0 SCALE: N.T.S. 18" MIN. TOP OF - WATER MAIN TO INVERT OF SANITARY OR STORM SEWER I o� 18" MIN. TOP OF J "' SEWER TO BOTTOM OF WATER MAIN. 1 WATER SEWER SEPARATION DETAIL PERENNIALS - SEE SHEET C-4.10 FOR TYPE AND LOCATION OF PLANTING IP I 2" SHREDDED HARDWOOD BARK MULCH ICI -II AROUND PERENNIALS AND GRASS SPRIGS ............................. -III I I IIII-IIIIII-I I SUBSOIL I11111�11111�11111�11111�11111�11111 III 12" PLANTING SOIL MIX IN ALL PERENNIAL BEDS PLACED IN 6" LIFTS (TYP.) SHOVEL CUT AT EDGE OF PLANTING BED PERENNIAL & GRASS PLANTING DETAIL �— IWO MUNICIPAL SEWER MAIN 450 OR 30" BEND AS REQUIRED 451 SCH. 40 PVC WYE NOTES I. IF 18" VERTICAL CAN NOT BE ACHIEVED AT LOCATIONS OF WATER MAIN & SEWER CROSS INGS,CONTRACTOR SHALL CONSTRUCT EITHER OF THE FOLLOWING OPTIONS. I. CONSTRUCT SANITARY SEWER OF PVC PRESSURE PIPE MATERIAL 10' ON EACH SIDE OF THE WATER MAIN/STORM SEWER AND TEST SANITARY SEWER AT150 PSI PRESSURE. 2. ENCASE SEWER PIPE IN CONCRETE, 4' DISTANCE ON EACH SIDE OF WATER/ STORM SEWER CROSSING. CONCRETE ENCASEMENT SHALL BE MINIMUM 6" ALL AROUND PROPOSED SEWER PIPE. SCALE: N.T.S. PAVED SURFACE UNPA D,S FACE NOTES. I. TAPPING SLEEVE SHALL NOT BE INSTALLED WITHIN 3'-0" MIN. OF JOINTS OR OTHER TAPPING SLEEVES 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS VALVE BOX "MEGALUG" MECHANICAL STAINLESS STEEL JOINT RESTRAINT AS TAPPING SLEEVE. MANUFACTURED BY EBAA MUELLER H-304SS OR IRON OR APPROVED EQ. APPROVED EQ. III-- EXIST. WATERLINE. SIZE -II TO BE FIELD VERIFIED III BY CONTRACTOR. I�. UNEXCAVATED ZINC COATED 4"- 111 ( /UNDISTURBED CLASS 52 DIP - EARTH =11 2'x4' CAST -IN -PLACE ® ® I II CONC. THRUST BLOCK. 5,000 PSI MIN °o p�o°Gc� 0 0 0 0 o c 0 0 0 0 0 0 0 0 o°0°0°0°0°0° 0 0 0 0 0 o o°000° —_ 114" PEA STONE ___ _ _ _ o 00000°0°0°0°0°0° =1I Md I I —I I I —I I M I I —I I I-! 11_1 I I=°°°°°°°°°°°°°°°°°°°° ° I—III—ill—III—III—III-111"—III—III I I °°°0000000006°000°o°oOoo °o°o°o°o°o°o°o°o° ° °0 MUELLER 00000000 ° °, ° RESILIENT WEDGE WATERLINE TAPPING DETAIL TAPPING VALVE % L_ SCALE: N.T.S. SCALE: N.T.S. FINISHED GRADE NOTES: I. FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING. 2. REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING. 3. BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS). 4. BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED. 5. REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. 6. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF HOSE SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA. TOTAL QUANTITY SPACING ARBORTIE STAKES 2" TO 2-1/2" DIA. OR SQ. 8' LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES FOR 2" AND UNDER CAL. WRAP: REMOVE TREE WRAP IF ANY / EXISTS, DO NOT ADD TREE WRAP PLANTING MIX SAUCER 3" MULCH MAX. L REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER MAN-MADE MATERIAL FROM THE ROOT BALL. THE WIRE BASKET SHOULD BE — FOLDED DOWN SEVERAL INCHES AS LONG AS UNDISTURBED SUBGRADE THIS DOES NOT DAMAGE THE ROOT BALL. THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT -BALL WHERE PRACTICAL OR MIN. CITY OF SARATOGA SPOF 2X THE ROOT -BALL DIAMETER. 1 RINGS TREE PLANTING DETAIL ASPHALT WARP AREA (BOTH SIDES) EXPANSION JOINT (FULL DEPTH OF CONCRETE) EXPANSION JOINT DROP CURB DETAIL PRECAST CONC. CATCH BASIN SUITABLE FOR H2O VEHICULAR LOADING. STORM DRAIN PIPING. — GROUT TO CATCH BASIN FOR WATERTIGHT SEAL. (TYP. ) 12"0 HDPE STORM - PIPE, SEE PLANS FOR INLET INV. EL. Z 101: CATCH BASIN DETAIL OR G�\ON\O� F�FRO M\N O`N01 MP� �— TAPER CURB 6" CONCRETE CURB SCALE: N.T.S. NEENAH FOUNDRY R-2557 FRAME & GRATE, OR APPROVED EQUIVALENT, U.N.O. ON PLANS. 2'-6"x2'-6" PRECAST CONCRETE EXTENSION RINGS TO GRADE, AS REQ'D FINISH GRADE. RIM EL. SEE PLANS BACKFILL W/COMPACTED GRANULAR FILL MATERIAL. 4" IUL)I 4„ z 12"0 HDPE STORM PIPE, SEE PLANS FOR OUTLET INV. EL. CRUSHED STONE. UNDISTURBED SOIL. SCALE: N.T.S. SCALE: N.T.S. SEEDED AREA DETAIL EXPANSION JOINT ST SIDEWALK I' WIDE X DEPTH OF WALK FIBRE EXPANSION JOINT FILLER AT CURB JOINT AT CURB JOINTS, EXTEND CONCRETE TO 2"-3" MAX. BELOW FINISH GRADE FINISH GRADE L—S ►. ► ►.' ►. ►-'may SEEDED LAWN. SEED MIX AS SPECIFIED. STABILIZE ALL SLOPES EQUAL TO OR GREATER THAN 3:1 WITH HYDROSEED APPLICATION OF "FLEXTERRA" BONDED FIBER MATRIX, OR 12 EQUAL 6" LOAM TOPSOIL FREE DRAINING FILL SOIL OVER BEDROCK EXISTING BEDROCK SCALE: N.T.S. TOP, FACE AND BACK SURFACES TO BE MACHINED SMOOTH 4" BEVEL 6" MIN. REVEAL FINISH GRADE CONTINUOUS CONCRETE SETTING BED SUBGRADE COMPACTED TO 90% PROCTOR CURB AND PLACEMENT SHALL CONFORM TO N.Y.S. DOT STDS. SEC. 609-3.01 GRANITE CURB TERMINATION TYPE .3- G RAN I TE CURB _DE TAI L CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDL03 LED: 64 WAT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER i �ia=rll.k� ELETRONIC PHOTOCELL (STREET SIDE) 4"-3" DIA. TAPERED POLE .125 WALL THICKNESS 6063-T6 STRUCTURAL GRADE ALUMINUM - POLE WELDED FOR SINGLE UNIT lu o CONSTRUCTION BLACK FINISH ACCESS DOOR 17" DIA. BASE, .750 FLOOR THICKNESS FOUR ANCHOR BOLTS AND ONE GROUND STUD STREET PHOTOCELL 17" DIA. BASE, 12" DIA. BOLT CIRCLE, DIAMOND PATTERN, FOUR 2" X 18" ANCHOR BOLTS ACCESS DOOR CITY OF SARATOGA LIGHT POLE SCALE: N.T.S. \MFER i GRADE stud 10A LANDSCAPE ARCHITECTURE ( ENGINEERING I PLANNING TRUST ( 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 PB# 20250203 APPROVED UN R AUTHORITY OF A RESOLUTION PTE -Z 2� Zarb BY THE PLANNING BM `KY.OF SARATOGA SPRINGS. CHAIRPERSO DATE SIGNED ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATIONS 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FORM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICES: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN122112HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) a INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM THE HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER. FERRAZ SHAMUT FEB-21-21 IP 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSBI IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSE HOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDER, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN THE BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 2 INCH ID AND a INCH THICKNESS, AND LOCK WASHER. AND BASE IPCATALOG 650SR ED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK SCALE: N.T.S_ MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRAWING TITLED "S22-180 LATERRA xM" BY THOMPSON FLEMING LAND SURVEYORS P.C. ON 8 DECEMBER 2022. THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE DESCRIPTION 3/17/25 PERMITS & APPROVALS 6/26/25 PERMITS & APPROVALS 7/9/25 PERMITS 8: APPROVALS 10/17/25 PERMITS & APPROVALS 1/20/26 PLANTER BED WALL 1/22/26 LIGHTING PLAN REV. 5/21/26 FINAL STAMPED DRAWINGS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION `ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR VINCENT & KATHERINE LATERRA COTTAGE ST & PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT LATERRA CONDOMINIUMS DRAWING TITLE CONSTRUCTION DETAILS PROJECT NO. 25001 DATE: DRAWING NO. 05/21/2026 C-5-11 DWG 9 OF 10 -. - �W WINE MEW. 0 DETECTABLE WARNING AT MEDIAN ISLANDS FULL RAMP OR FLUSH SURFACE, TYP. LLI w ry I— I Yfj. DETECTABLE WARMING AT FLUSH SURFACES (BLENDED TRANSITIONS) ADJACENT TO CURB RAMP 50-65% OF BASE DIA. 23-56MM 0 0 0 0 0 0 0 0 DOME, 0 0 0 0 0 0 0 0 0 TYP. 703 4SEE NOTE 5, FULL AMP INIDTH TYP. DETECTABLE WARNING AT CURB RAMP 0 10 0 0 0 0 0 0 0 0 0 z z DETECTABLE WARNING AT MEDIAN ISLANDS NOTES: 1. NEW CONSTRUCTION: EMBEDDED PERFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT ITEM 608.02. PERFORMED/PRECAST UNITS SHALL BE DETECTO-TILE AS MANUFACTURED BY MEXCON INC. OF WORCESTER, NY OR SIMILAR PRODUCT APPROVED BY NYSDOT. 2. WHERE TEXTURE WARNING DEVICES MUST BE RETROFIT, PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM 608.01. 3. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THE DOMES AND THE ENTIRE 310MM LEVEL SURFACE IS FOR ILLUSTRATION ONLY.) 4. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 510MM IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE EXCLUSIVE OF SIDE FLARES. 5. LOCATION OF DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE ROADWAY OR STREET SURFACE IS 150MM TO 250MM (305 WHERE TRAVERSABLE CURB IS USED) FROM EDGE OF ROADWAY/STREET, OR FROM THE FRONT OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDEWALK CURB RAMP. 6. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL. 7. THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR OTHER ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT AS DEFINED IN THE AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES (A.S.A.A.G. SECT. II00). 8. OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 610MM OF SPACE BETWEEN THE DETECTABLE WARNING FIELDS. DETECTABLE TEXTURE WANKING DETAILS SCALE: N.T.S. X 1-5/8" X 0.100" BLACK INUM HORIZONTAL RAIL I" X 0.062" BLACK IINUM WALL PICKET X 2-1/2" X 0.100" 'K ALUMINUM POST :ONC. RETAINING WALL NU I tJ: I. THE HEIGHT OF THE FENCE WILL NOT EXCEED 4' TALL IN ACCORDANCE WITH SECTION 9.5.J.2 OF THE UDO IN SUCH THAT "FENCES OR WALLS LOCATED FURTHER THAN FIVE FEET FROM THE LOT LINE ARE MEASURED FROM THE FINISHED GRADE AT THE BASE OF THE SIDE DIRECTED TOWARD THE ABUTTING PROPERTY OR RIGHT-OF-WAY." DECORATIVE METAL FENCE DETAIL SCALE: NTS MINIMALLY N I a Q I IMPACTED 0- SUBGRADE U ����IjIiI In N SPACED 4'-0" O.C. 0 U wo U Q� IL IX6, FASTEN TO 2X4 WITH (2) #8 GALV. NAILS AT EA. CONNECTION 2X4 4X4 POST FASTEN 2X4 TO 4X4 POSTS WITH (2) #16D GALV. NAILS AT EA. ATTACHMENT FINISHED GRADE . I 117 CONCRETE WOODEN FENCE DETAIL 2"0 SCH. 40 PVC VENT PIPE. EXTEND PIPE TO BUILDING, 2'-0" ABOVE THE ROOF LINE. PROVIDE RAIN CAP. NEMA 4 JUNCTION BOX MOUNTED ON PPT POST OR ON BUILDING WALL 2'-0" ABOVE GRADE. CONDUITS FOR POWER SUPPLY AND CONTROL WIRING TO PUMP ALARM &� CONTROLLER PANEL IN BLDG. FLOAT WIRE BRACKET. 12"0 HDPE STORM PIPE FROM CATCH BASIN 0 I w U J m m m �a �a p W C)Lu w N. ALARM ON & 2ND PUMP #2 CRUSHED STONE SUMP PLACED ON AND WRAPPED WITH GEOTEXTILE FABRIC. 12"0 HDPE FROM--\ CATCH BASIN INV. EL = 301.80' I\ 30"0 OPENING,— (TYP.) 2,500 GAL. PRECAST. CONC. SEPTIC TANK. SCALE: NTS INTERN L� DIM. SEE NOTE 2 METAL FENCE POST FINISH GRADE. SEE PLANS FOR ELEVATIONS AND FINISH. SELECT STRUCTURAL FILL CONFORMING WITH NYSDOT SPEC. SECTION 203 COMPACTED TO 95% MODIFIED PROCTOR DENSITY. REINFORCEMENT T.B.D REINFORCEMENT T.B.D 4"0 PERF. WALL DRAIN WITH MIN. 12" THICK LAYER OF CRUSHED STONE WRAPPED IN GEOTEXTILE FABRIC. SLOPE DRAIN TO DAYLIGHT. 2" CL (TYP.) REINFORCEMENT T.B.D= 3-1/4" 3-1/4" STONE OR CIP CONC. CAP I" OVER HANG EMBED FENCE Ia POSTS MIN. 3'-0" II I 2" CIL d STONE VENEER a FACING. SHELF co LL° THICKNESS @ FF ° WALL AS REQUIRED 3 ° a PER VENEER x MANUFACTURER'S ° SPECIFICATIONS ° NOTE: ° FINISH I. STONE TYPE AND COLOR TO MATCH GRADE BUILDING ARCHITECTURAL STONE °. 2.THE HEIGHT OF THE FENCE WILL NOT EXCEED 4' TALL IN ACCORDANCE O M WITH SECTION 9.5.J.2 OF THE UDO IN a T.B.D. —i - SUCH THAT "FENCES OR WALLS °a . LOCATED FURTHER THAN FIVE FEET 0 o a°.. n - FROM THE LOT LINE ARE MEASURED ? FROM THE FINISHED GRADE AT THE BASE OF THE SIDE DIRECTED TOWARD d °a CID 7z °41 j THE ABUTTING PROPERTY OR ° RIGHT-OF-WAY." LI II I(� I I=III III=� lT.B.D. ! �`I I (=I I REINFORCEMENT T.B.D 2X4 SHEER KEY CONCRETE RETAINING WALL WITH THIN VENEER DETAIL SCALE: N.T.S. 900 MM X 900 MM PAVINGS GS 120 ACCESS COVER D400 RATED AS MANUFACTURED BY ACO INDUSTRIES. INSTALL PER MANUFACTURERS INSTRUCTION INV. EL = 504.52' 30"0 MANHOLE COVER AND FRAME. NEENAH MODEL R-1557 (HEAVY DUTY). PRECAST CONC. GRADE RINGS AS REQ'D. SLIDE RAILS. SEE NOTES FOR STRUCTURE TYPE. I DISCONNECT. GLOBE VALVE 3"0 HDPE PIPE FORCE MAIN MUNICIPAL STORM SYSTEM SCH. 80 PVC TO HDPE PIPE ADAPTER. GROUT FOR WATERTIGHT SEAL, (TYP.). DRILL 1/4"0 BLEED HOLE ABOVE CHECK VALVE, (TYP.). CHECK VALVE 3"0 SCH. 80 PVC DISCHARGE PIPE EFFLUENT PUMP UNDISTURBED SOIL. SUMP-J 4"0 PVC DRAIN TO SLIDE RAILS, (TYP.). STONE SUMP W/ PVC GROUT PIPE OPENINGS FOR SCREEN END CAP AT INLET WATERTIGHT SEAL. SECTION 3"0 SCH 80 PIPE P 12' -0" PLAN DUPLEX PUMP STATION DETAIL (TY ). /3"0 SCH. 80 450 ELBOW. f--3"O SCH. 80 450 WYE. 3"0 HDPE PIPE TO CATCHBASIN 3"0 SCH. 80 PVC TO HDPE PIPE ADAPTER GLOBE VALVE, (TYP.). EFFLUENT PUMP, (TYP.). FLOAT SWITCH SCHEDULE PLAN DUPLEX PUMP STATION DETAIL (TY ). /3"0 SCH. 80 450 ELBOW. f--3"O SCH. 80 450 WYE. 3"0 HDPE PIPE TO CATCHBASIN 3"0 SCH. 80 PVC TO HDPE PIPE ADAPTER GLOBE VALVE, (TYP.). EFFLUENT PUMP, (TYP.). FLOAT SWITCH SCHEDULE DIMENSION "A" 24 IN. 1,078 GAL. DIMENSION "B" 2 IN. 90 GAL. DIMENSION "C" 3.5 IN. 157 GAL. NOTES: I. PUMPING STATION IS SHOWN AS DIAGRAMMATIC ONLY. • studloA LANDSCAPE ARCHITECTURE { ENGINEERING { PLANNING TRUST' 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 PB# 20250203 APPROVED UN R AUTHORITY OF A RESOLUTION ADO TED BY THE PLANNING BOA HE OF SARATOGA SPRINGS. CHAIRPERSON Jv DATE SIGNED STORMWATER PUMP NOTES: I. THE PUMP TANK SHALL BE A PRECAST CONCRETE NON -TRAFFIC TYPE 2,500 GAL. SEPTIC TANK WITHOUT SANITARY TEES OR BAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY SHALL BE AS SHOWN. SET TANK LEVEL ON NO. 2 CRUSHED STONE AS INDICATED. THE EXTERIOR SURFACES OF THE TANK SHALL BE THOROUGHLY COATED WITH THE MANUFACTURERS STANDARD WATERPROOFING COATING 2. THE WATER PUMP SHALL BE A GOULDS WATER TECHNOLOGY SEWAGE PUMP MODEL 3888D3, 7.5 HP, THREE PHASE, 230 VOLT OR APPROVED EQUIVALENT. 3. FLOAT CONTROL SWITCHES SHALL BE GOULDS WATER TECHNOLOGY PIGGYBACK VERTICAL FLOAT SWITCH, FIRMLY MOUNTED TO THE PUMP PIT STRUCTURE. 4. PUMP CONTROL PANEL SHALL BE A GOULDS SIMPLEX ELECTRICAL CONTROL PANEL UNIT, OR EQUIVALENT, INCLUDING NEMA 4X WATERTIGHT ENCLOSURE, AUDIBLE AND VISUAL ALARMS FOR LOW WATER, RUN INDICATOR LIGHTS, AND MANUAL OPERATION SWITCHES, PUMP CONTROL PANEL SHALL BE INSTALLED IN A CONSPICUOUS LOCATION WITHIN BUILDING OR ON A PPT POST PROXIMAL TO PUMP STATION. 5. ALL ELECTRICAL WIRING SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND STATE AND LOCAL REQUIREMENTS. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC CONDUIT WITH APPROPRIATE FITTINGS. 6. PRESSURIZED PIPING SHALL BE A 3"0 SDR II HDPE PIPE (PRESSURE RATING OF 160 PSI) WITH GASKETED JOINTS AND FITTINGS. FORCE MAIN PIPING SHALL BE INSTALLED TO DRAIN BACK FROM THE MUNICIPAL SYSTEM TO THE PUMP STATION WITHOUT SAGS OR HUMPS. SCALE: N.T.S. MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRAWING TITLED "522-180 LATERRA xM" BY THOMPSON FLEMING LAND SURVEYORS P.C. ON 8 DECEMBER 2022. THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. REVISIONS DATE DESCRIPTION 3/17/25 PERMITS & APPROVALS 6/26/25 PERMITS & APPROVALS 7/9/25 PERMITS & APPROVALS 10/17/25 PERMITS & APPROVALS 1/20/26 PLANTER BED WALL 1/22/26 LIGHTING PLAN REV. 5/21/26 FINAL STAMPED DRAWINGS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. PREPARED FOR VINCENT & KATHERINE LATERRA COTTAGE ST & PARK PLACE SARATOGA SPRINGS, NY 12866 PROJECT LATERRA CONDOMINIUMS DRAWING TITLE CONSTRUCTION DETAILS PROJECT NO. 25001 DATE: DRAWING NO. 05/21/2026 C-5-121 DWG 10 OF 10