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HomeMy WebLinkAbout20230919 3376 S Broadway Treehouse Site Plan Plans As-Approved>' or" r s� CITY OF SARATOGA SPRINGS CHUCK MARSHALL, Char MARK PINGEL, rice Char / PLANNING BOARD KERRYMAYO BILL MCTYGUE City Hall - 474 Broadway PATTY MORRISON r� .} MICHAELKING :.;,. Saratoga Springs, New York 12866 Tel:518-587-3550 fax:518-580-9480 TONYSTELLATO PorenrEo wwW.saratoga-springs.org NOTICE OF DECISION IN THE MATTER OF THE APPLICATION #20230919 THBC NY, LLC 3376 SOUTH BROADWAY SARATOGA SPRINGS, NY 12866 Involving the premises with tax parcel # 165.59-3-13, in the City of Saratoga Springs, on an application for a permanent Special Use Permit for outdoor dining associated with a new eating and drinking establishment with micro -production of alcohol in the Gateway Commercial — Rural (GC-R) District. In accordance with 6 NYCRR Part 617.4, the Planning Board classified the action as Type I, Coordinated SEQRA Review, and as the designated Lead Agency for the review, determined that the project will not result in any significant adverse environmental impacts, therefore, issued a Negative SEQRA Declaration on February 8, 2024 (passed 6-1- in favor: Marshall, Mayo, McTygue, Morrison, King, Stellato); Having properly noticed and conducted a public hearing on November 30, 2023 as required on the proposed use and closed the public hearing on February 8, 2024: And, upon evaluation of the application based on the City's enumerated evaluation criteria to ensure that the proposed use(s) will not adversely affect surrounding properties and community character; And, in accordance with the approval standards set forth in the City's Unified Development Ordinance, Article 13.4 "Special Use", the Planning Board issues the following decision on February 8, 2024 (passed 7-0 — in favor: Marshall, Pingel, Mayo, McTygue, Morrison, King, Stellato): 0 Issue a permanent Special Use Permit for outdoor dining as described in the project narrative and as shown on revised site plan set with revision date February 2, 2024 and subject to the following conditions: Conditions: I . The number of outdoor seats shall not exceed 267 and shall not exceed 50% of the approved number of indoor seats. 2. The use of any device for the amplification of sound shall not exceed an instantaneous sound -pressure level of 85 decibels dB(A). 3, The hours of operation for the facility are as follows: 9am- I I pm Sun. - Thurs., and 9am-12am Fri. and Sat. 4. All live music shall end at I I pm every day. Notes: 1. Site Plan Review required 2. Design Review Board Architectural Review required 3. This approval shall expire within 18 months of the date of approval unless all conditions have been complied \Mth and a building permit has bean issued. February 27, 2024 Date filed with Accounts Dept. Chair cc: Building Dept., Accounts Dept., Applicant/Agent, File CITY OF SARATOGA SPRINGS CHUCK MARSHALL, char MARK PINGEL, Vice Char PLANNING BOARD KERRYMAYO BILL MCTYGUE ' City Hall - 474 Broadway PATTY MORR SON MlKING Saratoga Springs, New York 12866 v 5 C�RvpanTEO Tel: 518-587-3550 fax: 518-580-9480 TONY STEL ELLATO JOSEPH FER.RANTE, Alternate www. Saratoga-spri ngs. org NOTICE OF DECISION In the matter of the application #20231004 THBC NY, LLC 3376 SOUTH BROADWAY SARATOGA SPRINGS, NY 12866 Involving the premises with tax parcel # 165.59-3-13, in the City of Saratoga Springs, on an application for Site Plan Review for a new eating and drinking establishment including micro -production of alcohol and outdoor dining and associated site work in the Gateway Commercial — Rural (GC-R) District. In accordance with 6 NYCRR Part 617.4, the Planning Board classified the action as Type 1, Coordinated SEQRA Review, and as the designated Lead Agency for the review, determined that the project will not result in any significant adverse environmental impacts, therefore, issued a Negative SEQRA Declaration on February 8, 2024 (passed 6-1- in favor: Marshall, Mayo, McTygue, Morrison, King, Stellato); 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 April 1 1, 2024 passed 6-1 in favor: Marshall, Pingel, McTygue, Morrison, Stellato, Ferrante: Q Approve site plan set with revision date 03/04/2024 with the following revisions and conditions: 1. A total of three speed bumps shall be installed along the ring road and employee parking area for traffic calming through the property. 2. The fence along the rear property line shall be made of wood. 3. Final plans shall be provided to the satisfaction of the City's designated engineer and DPW. The applicant is required to: I . Provide documentation of conformance with all required conditions of approval. 2. Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the City. This must occur prior to final signature by the Planning Board Chair, 3. Submit two (2) paper copies and one (I ) electronic copy of the final approved site plan set for signature by the Planning Board Chair within eighteen (18) months of approval as per Article 13.5 of the Unified Development Ordinance. Note: this approval 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 UDO. f /,-" /� I M jX 2, 2024 Date filed with Accounts Dept. Chair 1 C� PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC PROPOSED MICROPRODUCTION BREWERY LOCATION OF SITE: 3376 SOUTH BROADWAY, CITY OF SARATOGA SPRINGS "l-UN,51 CR ESCEN E C'p�� wFST M6Di.:1141 le 9 PUTN'AM RD CRESCENT A Ll.l �- I 1` Q r X, USGS MAP SCALE: 1" = 1,000' SOURCE: SARATOGA SPRINGS QUADRANGLE SARATOGA COUNTY, NEW YORK MAP #178, BLOCK #2, LOT #15 _fJ Corn 77 ra % I I I I I I GC-R GATEWAY COMMERCIAL - RURAL _ "SARATOGA HONDA" �I , PROP. PAVILION (±3,550 SF) ® ROP. BUILDIN (±19,950 SF) i O ' I Q PROP. PERGOLA (±3,550 SF) GC-R ' GATEWAY COMMERCIAL - RURAL y -- GC-R GATEWAY COMMERCIAL -RURAL I "HOMEWOOD SUITES HOTEL" SITE MAP SCALE: 1" = 200' REFERENCES BOUNDARY & TOPOGRAPHIC SURVEY: AUSFELD & WALDRUFF LAND SURVEYORS, LLP 323 CLINTON STREET, SCHENECTADY, NY DATE: OCTOBER 6, 2023 GEOTECHNICAL INVESTIGATION REPORT: WHITESTONE 500 CANAL VIEW BOULEVARD, ROCHESTER, NY DATE: JANUARY 9,2024 ARCHITECTURAL PLAN: BERGMEYER 51 SLEEPER STREET, BOSTON, MA DATE: OCTOBER 27, 2023 LAST REVISED: MAY 3, 2024 MEP/FP PLANS: BLW ENGINEERS 311 GREAT STREET, PO BOX 1551 DATE: FEBRUARY 16, 2024 LAST REVISED: MAY 3, 202.4 TRAFFIC PLAN: GTS CONSULTING 1396 WHITE BRIDGE RD, CHITTENANGO NY DATE: NOVEMBER 2023 LIGHTING PLAN: BOSTON LIGHT SOURCE 64 COMMERCIAL WHARF, BOSTON MA DATE: MARCH 21, 2024 ' THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS. BY OTHERS. DRAWING SHEET INDEX SHEET INDEX SHEET TITLE NUMBER COVER SHEET C-101 GENERAL NOTES SHEET C-102 DEMOLITION PLAN C-201 SITE LAYOUT PLAN C-301 GRADING & DRAINAGE PLAN C-401 UTILITY PLAN C-501 SOIL EROSION & SEDIMENT CONTROL PLAN C-601 SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS C-602 DETAIL SHEET C-901 DETAIL SHEET C-902 DETAIL SHEET C-903 TRAFFIC CONTROL PLAN C-904 LAYOUT PLAN L-100 MATERIALS PLAN L-200 LANDSCAPE PLAN L-300 LANDSCAPE ENLARGEMENT PLAN L-301 IRRIGATION PLAN L-400 LANDSCAPE NOTES L-500 SURFACE DETAILS L-501 AMENITY DETAILS L-502 PLANTING DETAILS L-503 REFERENCE PLANS LIGHTING PLAN (BY OTHERS) 2 SHEETS ALTA / NSPS LAND TITLE SURVEY _ 1 SHEET APPROVAL BLOCK APPROVEp qN ER THE AUTHORITY OF A RESOLUTION ADOPTED F BY THE PLANNING BOARD OF THE CITY OF D E SARATOGA SPRINGS. � r CHAIRPERSON: DATE SIGNED: z 2 w LU z LU F- W w C9 ZDZ02 z LU H w j LLIM UX z>-0—aW0 Pwa= wz j>QUWNO zaLU Ma. z� �Z9v<L° z J O p w Z a z y a Q > J I— U w H rn REVISIONS DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENT COMMENTS SG SW 2 02/02/2024 CITY COMMENTS SG VR IREV 3 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG VR 5 04/15/2024 CITY AND TDE COMMENTS AKD SRW 6 05/03/2024 PRELIMINARY ISSUE FOR CONSTRUCTION AKD SRW 4& Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11 /30/2023 CAD I.D.: NYB230191.00-SPPD-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC 4 PROPOSED DEVELOPMENT SEC. 178.00 - BLK 2 - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK � 0 018120144 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com . �oF NEW SHEET TITLE: COVER SHEET SHEET NUMBER: C-101 M a REVISION 6 - 05/03/2024 GENERAL NOTES (REV. 1/2023) GENERAL DEMOLITION NOTES 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING AND LANDSCAPE ARCHITECTURE NY, PLLC (HEREIN "BOHLER") PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER, IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONSIREPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING THE PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWI'SE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOWAND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. THE PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF THE PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT THE PROFESSIONAL OF RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT THE PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS EICHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES. CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS'FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER PARTIES"), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN THE PROFESSIONAL OF RECORD'S AND BOHLER SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS, FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN: AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT THE PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. THE PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT THE PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS'CERTIFY'OR'CERTIFICATION'CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. (REV. 1/2023) GENERAL GRADING NOTES 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER ASTO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALLAPPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIORTO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. 4.1. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLIT10N ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 4.2. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICT10NAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THATTHE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: 10.1. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLIT10N WORK. 10.2. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. 10.3. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED 10.4. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. 10.5. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENTTO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. 10.6. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. 10.7. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. 10.8. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COSTTO THE OWNER. 10.9. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER. 14. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR 1S RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVALARE ATTHE CONTRACTOR'S SOLE COST. 19. THE CONTRACTOR MUST LOCATE AND CLEARLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 20. CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IF REQUIRED, DIG EXPLORATORY TEST PITS TO CONFIRM EXACT LOCATION AND DEPTH OF UTILITIES. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER WITH ANY CONFLICTS AS NEEDED TO COORDINATE FINAL LOCATION OF ALL PROPOSED IMPROVEMENTS. 2t CONTRACTOR SHALL INSPECT ALL EXISTING UTILITY STRUCTURES THAT ARE TO REMAIN FOR THE PROJECTS RE -USE TO VERIFY SUITABILITY FOR SAME. IF STRUCTURES CAN NOT BE REUSED THEN THE CONTRACTOR SHALL PROVIDE A NEW STRUCTURE. THE CONTRACTOR SHALL COORDINATE SUCH WORK WITH THE APPLICABLE UTILITY PROVIDER. 22. CONTRACTOR TO REMOVE ANY BUILDING FOUNDATION REMAINS OR ASSOCIATED IMPROVEMENTS, DELETERIOUS MATERIALS, AND/OR DEBRIS THAT IMPEDE THE WORK SHOWN ON THESE PLANS. 23, THE CONTRACTOR SHALL REVIEW THE PLANS VERSUS THE LOCATION OF EXISTING STRUCTURES, UTILITIES AND APPURTENANCES IN THE FIELD TO CONFIRM ACCURACY OF SAME AND VERIFY ITEMS TO BE REMOVED. THE CONTRACTOR SHALL CARRY COSTS FOR REMOVAL OF ANY EXISTING STRUCTURES, APPURTENANCES, AND UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO, DRAIN, WATER, SEWER, STEAM, IRRIGATION, GAS, TELECOM AND ELECTRIC. 24. THE CONTRACTOR SHALL MAINTAIN, ADJUST OR ABANDON EXISTING MONITORING WELLS IN ACCORDANCE WITH THE DIRECTION OF THE ENVIRONMENTAL CONSULTANT (TYP.) 25. WHERE THE LIMIT OF WORK COINCIDES WITH PROPERTY LINE, TREE LINE, PROPOSED SAWCUT OR COMBINATION THEREOF IT IS SHOWN ADJACENT TO THESE FEATURES FOR GRAPHICAL CLARITY. 26. EXISTING TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION UNLESS CLEARLY INDICATED OTHERWISE. REASONABLE CARE AND CAUTION SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT DAMAGE AND SELECTIVE PRUNING MAY BE REQUIRED TO ENSURE THAT TREES DO NOT CONFLICT WITH THE DEVELOPMENT. 27. CONTRACTOR SHALL REPAIR/REPLACE ANY TRAFFIC LOOP DETECTORS THAT ARE DAMAGED DURING CONSTRUCTION WITHIN EXISTING OR PROPOSED RIGHTS OF WAYS. ANY SUCH WORK SHALL BE PERFORMED BY A LICENSED / DOT APPROVED SIGNAL CONTRACTOR. ANY DAMAGED LOOPS OR OTHER SIGNAL EQUIPMENT SHALL BE REPAIRED IMMEDIATELY AFTER THE WORK IS COMPLETE. THE SIGNAL CONTRACTOR SHALL BE AVAILABLE TO MAKE ANY TEMPORARY SIGNAL CHANGES IF REQUESTED BY DOT AND/OR THE MUNICIPALITY. 28. THE CONTRACTOR MUST FIELD VERIFY THE LOCATIONS WHERE PROPOSED UTILITIES CROSS EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO DETERMINE THE EXACT SIZE, DEPTH AND LOCATION, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 29. CONTRACTOR SHALL LOCATE ANY EXISTING UTILITY SERVICES THAT ARE TO BE TERMINATED AT THE EXISTING MAIN AND/OR PROPERTY LINE. THESE SERVICES ARE TO BE TERMINATED IN ACCORDANCE WITH MUNICIPAL / STATE TRANSPORTATION DEPARTMENT REQUIREMENTS. GENERAL SITE NOTES (REV. 1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS, SPECIFIC NOTES. 2. PRIORTO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES'GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4. THE LOCATIONS OF PROPOSED UTILITY POLESANDTRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATICAND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR RELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITHTHE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. 6. WHEN APPLICABLE, OWNER/ OPERATOR MUST FILE THE NOI FOR NPIDES PERMITS AT APPROPRIATE AND/OR REQUIRED TIMEFRAMES BASED UPON THE DESIRED START OF CONSTRUCTION. LAND DISTURBING ACTIVITIES MUST NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM GOVERNING AUTHORITIES (INCLUDING STORMWATER POLLUTION PREVENTION PLAN). THE CONTRACTOR MUST STRICTLY ADHERE TO THE APPROVED SWPPP PLAN DURING CONSTRUCTION OPERATIONS (IF PROVIDED). 7. ALL CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OF JURISDICTIONAL STANDARD PSI AT 28 DAYS (OR 4,000 PSI) UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 8. THE CONTRACTOR MUST FILE SITE SIGNAGE APPLICATION OR PERMIT UNDER SEPARATE APPLICATION UNLESS DONE SO AS PART OF JURISDICTIONAL PERMITTING PROCEDURES. 9. THE CONTRACTOR MUST REPAIR OR REPLACE, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALL SIDEWALKS, CURBS, PAVEMENT MARKINGS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES WHETHER SPECIFIED ON THIS PLAN OR NOT. 10. WORK WITHIN THE RIGHT-OF-WAY MUST BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS AND STANDARDS OF THE DEPARTMENT OF PUBLIC WORKS, ENGINEERING DEPARTMENT, HIGHWAY DIVISION, AND/OR STATE DOT HIGHWAY DEPARTMENT. 11. WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL WIDTHS DO NOT REPRESENT THE ACTUAL WIDTH OF THE PROPOSED WALL, RATHER THEY ARE AN ASSUMPTION BASED ON WALL TYPE AND WALL HEIGHT. WALL FOOTINGS AND /OR FOUNDATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT AN APPROPRIATELY LICENSED PROFESSIONAL DESIGNS ALL WALLS SHOWN HEREON AND PRIOR TO CONSTRUCTION. REFER TO GRADING NOTES REGARDING RETAINING WALL DESIGN. 12. CONTRACTOR IS CAUTIONED OF EXISTING UTILITY SERVICES TO REMAIN IN PROXIMITY TO PROPOSED BOLLARDS AND SIGNS. CONTRACTOR SHALL PROVIDE FIELD MODIFICATION LOCATIONS OF BOLLARDS AND BOLLARDS WITH SIGNAGE AS NEEDED TO AVOID CONFLICTS WITH EXISTING UTILITY SERVICES TO REMAIN. (REV. 1/2023) ADA INSTRUCTIONS TO CONTRACTOR 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS, SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRIT -FEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOWTHE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT ATTIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFYTHAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS, EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. IN THE EVENT OF A DISCREPANCY(TS) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. 8. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE PAVEMENT GRADE UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR MUST CONFIRM AND ENSURE THAT AS CONSTRUCTED IMPROVEMENTS CREATE THE FOLLOWING MINIMUM SLOPES (EXCEPT WHERE ADA REQUIREMENTS LIMIT THEM): 1.0% ON ALL CONCRETE SURFACES, 1.5% ON ASPHALT SURFACES, 1.5% IN LANDSCAPED AREAS AND 0.75% SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS TO PROVIDE POSITIVE DRAINAGE. 10. WHERE RETAINING WALLS ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL ELEVATIONS (TW& BW) REPRESENT THE PROPOSED FINISHED GRADE AT THE FACE OF THE TOP AND BOTTOM OF THE WALL AND DO NOT REPRESENT THE ELEVATION OF THE PROPOSED WALL (INCLUDING THE CAP UNIT OR FOOTING). WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR OR WALL DESIGNER, AND MUST BE SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT THERE ARE NO UTILITIES ON THE PASSIVE SIDE OF THE RETAINING WALL. NO EXCAVATION MAY BE PERFORMED ON THE PASSIVE SIDE OF THE RETAINING WALL WITHOUT APPROPRIATELY AND SAFELY SUPPORTING THE WALL IN ACCORDANCE WITH THE STANDARD OF CARE AND ALL APPLICABLE RULES, REGULATIONS, CODES, ORDINANCES, LAWS AND STATUTES. 11. MSE OR GRAVITY BLOCK WALLS SHALL BE CONSTRUCTED SUCH THAT UPON COMPLETION OF CONSTRUCTION THERE IS NO UNFINISHED SURFACE OR LIFTING RINGS VISIBLE (E.G. USE OF FINISHED TOP BLOCK OR CAP STONES) 12, STORMWATER RUNOFF WITHIN PROPERTY MUST BE COLLECTED ON -SITE WITH NO OVERLAND RUNOFF ONTO THE RIGHT-OF-WAY OR ADJACENT PROPERTIES TO THE MAXIMUM EXTENT POSSIBLE OR IN THE MANNER SHOWN ON THE CONSTRUCTION DRAWINGS. STORMWATER RUNOFF ONTO ADJACENT PROPERTIES SHALL BE CONTROLLED AS TO NOT ADVERSELY IMPACT SAID PROPERTIES. 13. BEFORE COMMENCING GRADING WORK, CONTRACTOR SHALL SUBMIT SAMPLES OF ALL NATIVE AND IMPORTED MATERIALS WITH THEIR INTENDED FOR STRUCTURAL USES TO THE GEOTECHNICAL ENGINEER OF RECORD. 14 ' REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA GUIDELINES AND REQUIREMENTS. 15. FOR ALL RETAINING WALLS (CT USE 3, ALL OTHER OFFICES USE 4) FEET OR GREATER IN HEIGHT: 15.1. THE OWNER OR THE OWNER'S CONTRACTOR IS TO PROVIDE A SITE -SPECIFIC RETAINING WALL DESIGN PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED (E.G. STRUCTURAL ENGINEER) IN THE STATE WHERE THE CONSTRUCTION OCCURS. SOIL TYPES, WATER TABLE ELEVATION, EXISTING & PROPOSED SURROUNDING IMPROVEMENTS/CONDITIONS (INCLUDING BUT NOT LIMITED TO SLOPES, DRIVE AISLES, ROADS, FENCING, GUIDERAILS, UTILITIES, DRAINAGE FACILITIES, STRUCTURES, FOUNDATIONS), LIVE LOADS AND OTHER SITE AMENITIES THAT COULD HAVE AN INFLUENCE OR IMPACT ON THE RETAINING WALL(S) CONSTRUCTABILITY AND/OR LONGEVITY SHALL BE CONSIDERED AND INCORPORATED INTO THE RETAINING WALL DESIGN AS WELL AS THE GLOBAL STABILITY ANALYSIS. 15.2. PEER REVIEW AND GLOBAL STABILITY ANALYSIS OF THE RETAINING WALL DESIGN MUST BE COMPLETED BY THE OWNER'S GEOTECHNICAL ENGINEER TO CERTIFY THE DESIGN MEETS INDUSTRY STANDARDS FOR FACTOR OF SAFETY. SOIL TYPES, WATER TABLE ELEVATION AND DESIGN PROPERTIES AS NOTED ABOVE SHALL BE FIELD CONFIRMED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 16. CONTRACTOR SHALL INSTALL CONCRETE CURB ALONG FACE OF BUILDING / WALL AS SHOWN TO PROVIDE CONSISTENT WIDTH ALONG LENGTH OF PROPOSED ACCESSIBLE RAMP AND RAMP LANDING TO MEET ADA/AAB REQUIREMENTS. 17. CONTRACTOR SHALL REVIEW RETAINING WALL LOCATIONS VERSUS APPLICABLE STATE AND LOCAL CODES AND PROVIDE FALL PROTECTION (E.G. FENCING OR RAILING) IN ACCORDANCE NTH SAID CODE. 18. CONTRACTOR SHALL COORDINATE WITH OWNERIOPERATOR TO REVIEW EXISTING DEPRESSIONS WITHIN EXISTING PAVEMENT AREAS TO REMAIN AND SHALL CONFIRM THAT THE SCOPE OF WORK SHALL PROVIDE POSITIVE DRAINAGE BY FIXING ANY EXISTING AREAS OF PONDING. 19. BEFORE COMMENCING GRADING WORK, CONTRACTOR SHALL SUBMIT SAMPLES OF ALL NATIVE AND IMPORTED MATERIALS WITH THEIR INTENDED FOR STRUCTURAL USES TO THE GEOTECHNICAL ENGINEER OF RECORD. GENERAL DRAINAGE & UTILITY NOTES (REV. 1/2023) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFYTHE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLESTO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHATTHIS PLAN DEPICTS. 11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITYTO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 13. THE CONTRACTOR'S PRICE FOR WATERAND SEWER SERVICE INSTALLATIONS MUST INCLUDE ALL FEES, COSTS, AND APPURTENANCES REQUIRED BY THE UTILITY PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK) TO PROVIDE FULL AND COMPLETE WORKING SERVICE, INCLUDING (BUT NOT LIMITED TO) NECESSARY FEES, TESTING, DISINFECTING, INSPECTIONS, ROAD OPENING & BACKFILL REQUIREMENTS, TRAFFIC CONTROL AND SURETY BONDS AS DEFINED BY THE PROVIDER (AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK). 14. ALL WORK ASSOCIATED WITH UTILITY POLES, OVERHEAD WRES AND ANY/ALL APPURTENANCES SHALL BE COORDINATED BY THE GC WITH THE LOCAL UTILITY COMPANIES PRIOR TO THE ORDERING OF ANY MATERIALS. THIS MAY INCLUDE BUT IS NOT LIMITED TO THE REMOVAL, INSTALLATION, RELOCATION OR PROTECTION OF ANY BRACING, GUY WIRES, OVERHEAD WIRES, ETC. AS MAY BE REQUIRED TO ACCOMMODATE THE PROJECT. 15. SEWERS CONVEYING SANITARY FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST, AT A MINIMUM, BE IN SEPARATE TRENCHES WITH THE AT LEAST 18 INCHES OF VERTICAL SEPARATION FROM THE BOTTOM OF THE WATER MAIN TO THE TOP OF THE SEWER LINE. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SANITARY SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SANITARY SEWER MUST BE PROVIDED. ALL CROSSINGS SHALL BE IN ACCORDANCE WITH JURISDICTIONAL PERMITTING/UTILITY AUTHORITIES REGULATIONS. 16, WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS OF INSTALLED UTILITIES AS APPROPRIATE, MARK UTILITY ENDS WITH MAGNETIC TRACER TAPE, MARK TERMINUS LOCATIONS WITH A 2X4 STAKE, AND MUST NOTE THE LOCATION OF ALL UTILITY STUBS ON A CLEAN COPY OF THE PLAN. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 17. STORM AND SANITARY PIPE LENGTHS INDICATED ARE NOMINAL AND ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS INDICATED ON THE PLANS OTHERWISE. 18. UNLESS INDICATED OTHERWISE, ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC., MUST BE INSTALLED UNDERGROUND. ALL NEW UTILITY SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 19. SANITARY PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE CLEARLY INDICATED OTHERWISE. SANITARY LATERAL(S) MUST BE PVC SDR 26 UNLESS CLEARLY INDICATED OTHERWISE, 20. UNLESS CLEARLY INDICATED OTHERWISE, ALL STORM PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT/SOIL TIGHT JOINTS. WHEN HIGH -DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M252 FOR PIPES 4" TO 10" AND TO AASHTO M294 FOR PIPES 12" TO 60" AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILTISOIL TIGHT JOINT. PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 PVC OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. HDPE PIPE JOINT GASKETS MUST BE PROVIDED AND CONFORM TO ASTM F477. DRAIN PIPE INSTALLED WITH OVER TEN (10) FEET OVER COVER AND/OR IN HIGH GROUNDWATER CONDITIONS SHALL BE SANITITE HIP POLYPROPYLENE PIPE (PP), OR APPROVED EQUIVALENT. 21. UNLESS CLEARLY INDICATED OTHERWISE ALL SANITARY PIPE MUST BE: 21,t FOR PIPES LESS THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034. 21.2. FOR PIPES GREATER THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034. 21.3. UNLESS LOCAL OR STATE BUILDING / PLUMBING CODE CLEARLY SPECIFIES DIFFERENTLY, SANITARY LATERALS MUST BE PVC SDR 26. 21.4. FOR ALL UTILITY PIPING (INCLUDING DRAIN) WITHIN 10 FT OF A BUILDING, PIPE MATERIAL SHALL COMPLY WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES. CONTRACTOR SHALL REFER TO PLUMBING ENGINEERING PLANS AND VERIFY PIPE MATERIAL WITH LOCAL OFFICIAL PRIOR TO ORDERING OF MATERIALS. 21.5. CONTRACTOR SHALL VERIFY THE CONNECTION OF EXTERIOR PIPING TO ANY FIXTURES (SUCH AS AN EXTERIOR GREASE INTERCEPTOR) OR OTHER DRAINAGE SYSTEMS WITH LOCAL OFFICIALS FOR COMPLIANCE WITH APPLICABLE LOCAL OR STATE BUILDING AND PLUMBING CODES PRIOR TO ORDERING OF MATERIALS. 22. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER COMPANY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 23. GAS METERS MUST BE PROTECTED AS REQUIRED BY THE JURISDICTIONAL GAS PROVIDER. (REV. 112023) 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 3.1. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. 3.2. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. 3.3. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. 3.4. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). 3.5. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANS1 A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). 3.6. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THATTABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFYTHE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. 3.7. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. ABBREVIATIONS KEY DESCRIPTION AG / ABVG ABOVE GROUND ARCH ARCHITECT BC BACK OF CURB BCC BITUMINOUS CONCRETE CURB BM -BENCHMARK BOC BOTTOM OF CURB BW BOTTOM OF WALL BLDG BUILDING cc CONCRETE CURB CCB CAPE COD BERM CONC. CONCRETE DEC DECORATIVE DEGREE DEP IDEPRESSED O/DIA IDIAMETER DMH IDRAIN MANHOLE DIP IDUCTILE IRON PIPE ECC EXTRUDED CONCRETE CURB EOP EDGE OF PAVEMENT ELEV ELEVATION EXIST. EXISTING FF FINISH FLOOR FIFE FINISH FLOOR ELEVATION GC GENERAL CONTRACTOR GIRT GRATE HDIDE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT INT INTERSECTION INV INVERT L.S.A. -LANDSCAPEAREA LOD LIMIT OF DISTURBANCE LOW LIMIT OF WORK LF LINEAR FOOT/ FEET LIP LOW POINT MAX MAXIMUM IVIED MECHANICAL, ELECTRICAL, PLUMBING ME MEET OR MATCH EXISTING MIN MINIMUM No. / # NUMBER PLUS OR MINUS PC POINT OF CURVATURE PI POINT OF INTERSECTION PT POINT OF TANGENCY PV1 POINT OF VERTICAL INTERSECTION PVC POLYVINYL CHLORIDE PIPE PROP. PROPOSED R RADIUS OR RADII RCP REINFORCED CONCRETE PIPE R.O.W. RIGHT-OF-WAY SAN SANITARY SMH SEWER MANHOLE S SLOPE SF SQUAREFOOT SGC ISLOPED GRANITE CURB STA STATION STM STORM TBIR TO BE REMOVED TBR/R TO BE REMOVED AND REPLACED TIC TOP OF CURB TW TOP OF WALL TPF TREE PROTECTION FENCE TRANS TRANSITION TYP. TYPICAL UG / UNDIG UNDERGROUND V.I.F. VERIFY IN FIELD VGC IVERTICAL GRANITE CURB W IWIDTH TYPICAL LINE TYPE LEGEND PROPERTY LINE EXISTING PROPOSED ADJACENT PROPERTY LINE EXISTING PROPOSED RIGHT-OF-WAY LINE EXISTING - - - PROPOSED SETBACK OR BUFFER EXISTING - PROPOSED EASEMENT LINE EXISTING PROPOSED WETLAND BOUNDARY EXISTING PROPOSED WETLAND BUFFER EXISTING PROPOSED WATER WAY BOUNDARY EXISTING - PROPOSED WATERWAY BUFFER EXISTING PROPOSED WETLAND OR WATERWAY FLAG EXISTING . . . RIGHT-OF-WAY CENTER OR BASE LINE EXISTING PROPOSED APPROX. LIMIT OF WORK OR DISTURBANCE EXISTING PROPOSED mom "VAP APPROX. SAWCUT LINE EXISTING �-R-OPOSED . . . . . . . . . . . . . . . . . . . . TREE LINE EXISTING PROPOSED SURFACE OR SUBSURFACE BASIN EXISTING PROPOSED OVERHEAD WIRES EXISTING PROPOSED OH- OH- OH CURBING EXISTING PROPOSED CC/BCC MONOLITHIC VGC SGC TRANS/FLUSH CCB FENCE OR RAILING EXISTING PROPOSED X 13 0 CHAIN LINK STOCKADE RAILING RETAINING WALL EXISTING PROPOSED CONTOURS EXISTING PROPOSED 4' 50 SWALE EXISTING PROPOSED D 0 D D p > BERM EXISTING PROPOSED RIDGE EXISTING PROPOSED DRAIN PIPE EXISTING PROPOSED SEWER PIPE EXISTING PROPOSED -S SL SEWER FORCE MAIN EXISTING PROPOSED FM- FM- FM ELECTRIC EXISTING PROPOSED -E- -E- -E- TELECOMMUNICATIONS EXISTING PROPOSED -T-T. T CABLE TV EXISTING PROPOSED c-c-c- GAS EXISTING PROPOSED G G G WATER EXISTING IPROPOSED W - FREFER TO SITE LAYOUT PLAN FOR Z N ZONING ANALYSIS TABLE AND LAND 0 U US I SE If ZONING INFORMATION & NOTES C FREFER TO EROSION AND SEDIMENT 0 T OL CONTROL NOTES & DETAILS SHEET FOR T Ty PIC L YPICAL EROSION NOTES AND DETAILS FREFER TO LANDSCAPE NOTES & DETAILS SHEET FOR TYPICAL I L LANDSCAPE NOTES AND DETAILS REFER TO LIGHTING N (BY OTHERS) 0i [7FOR TYPICAL LIGHTING NOTE:S AND TABLES 0 z R Lu Lu z UJI W Lu Z =) Z u) _u z uj F- W > W M u 0 W 02wWw5w LU p LLJ UJI z _j>zuWm0 -j Im 0 p U) Z Z U) 2 LIJ z CL - z 0 < [L Z _j (n U) W U) 010 :3 LLI Z < W Z U) JL _j CL 5; F_ L) Lu REVISIONS REV I DATE I COMMENT 0 00 0 i z. j 0 �Z= �00 �2 50 0. OT .0 I 0 .2 65 w 0 I DRAWN BY 1 01/19/2024 CLIENTCOMMENTS SG SW 2 02/02/2024 CITY COMMENTS SIG VR 3 I 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG VR 5 04/15/2024 CITY AND TIDE COMMENTS AKD SRW 6 05/03/2024 PRELIMINARY ISSUE FOR CONSTRUCTION AKD SRW Kmwwharsbellow. Callbsiore yw dis ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION T Ev H IE Is D w A RA ND WING App" DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 [DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11/30/2023 -SPPD-OA CAD I.D.: NYB230191.00 PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC 4 PROPOSED DEVELOPMENT SEC. 178.00 - BLK 2 - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEWYORK 0 will 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 WWW.BohlerEngineering.com SHEET TITLE: GENERAL NOTES SHEET SHEET NUMBER: C=1 02 REVISION 6 - 05/03/2024 I i I 1 I i LANDS N/F OF F.W. OF SARATOGA, INC. BK. 1078, PG. 336 LANDS N/F OF SECTION 178.00 BLOCK 2 LOT 11.1 F.W. OF SARATOGA, INC. , ZONE.- GCR BK. 1498, PG. 47 , IC-eVVZRC 4ZRIUR,4Zj SECTION 178.00 BLOCK 2 LOT 23 USE. FOUR WINDS OF S,41Z4TOG,4 ZONE. • GC-R ! /G,4TZ'WAYCO,V,VRRC"ZRUR,4Zj USE. FOUR WINDS OF SDU r0G,4 LANDS N/F OF 3402 ROUTE 9, LLC I NSTR. 2013-43252 SECTION 178.00 BLOCK 2 LOT 22 ZONE.- GC-R /G,QTZ'WAYCD�YIILIZRCIAZRUR,4Z/ EXIST CONC. SIDEWALK USE.- SLRATOGAIIDNIJ,4 I (TO REMAIN) I 1'. EXIST TREELINE (TO REMAIN) (TYP) f V LIMIT OF TREELINE REMOVAL PORTION OF EXIST. FENCE (TO REMAIN) 1 T Q LIMIT OF FENCE REMOVAL PROP LIMIT OF )' r`I PROPERTY L/NE AS PER (TYP) DISTURBANCE TYP EXIST. HYDRANT TO REMAIN AND BE ! /r !? f F/LEO MAP REFERENCE N0. 2 PROTECTED THROUGHOUT S 8 °46'00"E 610.83' CONSTRUCTION r` i I a - i CHA/N L/N FENCE (TBR)OLE EXIST ACCESS DRIVE (TBR) PROP TREELINE (TYP) LIMIT OF PAVEMENT (" is c 1' --- , REMOVAL 1 ' EXIST 24" CULVERT ANDTWO r} �� 2 FES TO BE REPLACED O ( ) EXIST. TREELINE (TBR) GC TO CONFIRM EXIST. UTILITY I (SEE SHEET C-401 FOR POLES ARE ABANDONED PRIOR TO DETAILS) CONSTRUCTION AND SHALL c ASPHALT (TBR) —1 NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES OF GC TO COORDINATE WITH UTILITY COMPANY TO ENSURE (TYP 7) OVERHEAD LINES ARE A MINIMUM OF 14' ABOVE FINISHED GRADE. GC TO CONFIRM WIRE HEIGHTS AT PROP. DRIVEWAYS a ,' AND NOTIFY ENGINEER OF RECORD PRIOR TO CONSTRUCTION. t LNV=304 I I PROP SAWCUT LINE (TYP) PROP LIMIT OF EXIST PAVEMENT J DISTURBANCE (TYP) ) J ' �-��` STRIPING (TBR) (TYP) j ' EXIST UTILITY POLE AND � b i IJ rr � _4 , i I OVERHEAD WIRES TO REMAIN ,t!l -----I AND BE PROTECTED THROUGHOUT CONSTRUCTION i( r` EXIST WATER AND GAS MAINS TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. GC TO JU f r f "k' CONFIRM LOCATION OF MAINS AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES t 1 ' z I F ! ! p t t (TBR) EXIST EDGE OF PAVEMENT (TBR) (TYP) TBR) j r 17-5 It j� { } ar { I _4 EXIST ACCESS DRIVE (TBR) �1 A(TBR T LI AREA TO BE CLEARED -�_4 AND GRUBBED (TYP) i EXIST CULVERT AND - TOPSOIL TO BE LIMIT OF PAVEMENT �'! ti _� TWO (2) FES(TBR) STOCKPILED ON SITE REMOVAL 1� /NV r BUR/ED PROP SAWCUT LINE (TYP) F ± I / ,! ,� EXIST UTILITY POLE AND OVERHEAD WIRES TO REMAIN AND it a I c i r`r BE PROTECTED THROUGHOUT CONSTRUCTION. GC TO CONFIRM WIRE HEIGHTS AT PROP. DRIVEWAYS AND NOTIFY ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 1! ( l ! J! EXIST CURB (TBR) GC TO COORDINATE WITH UTILITY COMPANY TO ENSURE OVERHEAD LINES EXIST EDGE OF � ;; ; � PAVEMENT (TBR) (TYP) ; " I ' ARE A MINIMUM OF 14' ABOVE FINISHED INV 30.7 GRADE. PROP SAWCUT LINE (TYP) 1 EXIST CULVERT AND TWO (2) FES (TBR) ) PROP LIMIT OF c DISTURBANCE (TYP) ry Ufa EXIST. WATER LATERAL AND WATER VALVE TO REMAIN AND BE PROTECTED THROUGHOUT AREA TO BE CLEARED 1 i i it ' I CONSTRUCTION AND GRUBBED (TYP) TOPSOIL TO BE @( r r STOCKPILED ON SITE ] �J LIMIT OF PAVEMENT lNV=303.3 REMOVAL , (TBR) 10 TR EXIST WATER AND GAS (TBR) MAINS TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION PROP. VEGETATION LINE EXIST. VEGETATION (TBR) APLE 15'fiREE r. . _ (TBR) EXIST SANITARY LINES TO (TBR) t J E i REMAIN AND BE 30 j0� �, CHA/N L/NK FENCE (TBR) PROTECTED THROUGHOUT X X— j ION �. i� CNC 3J N� 30L S J CONSTRUCTION N , ZPAD p Lp; ` MAiN• L r ' 9 r.� 'TO REMAIN� PROP LIMIT OF ( t I 4 € 'a EXIST. VEGETATION (TO REMAIN) DISTURBANCE (TYP) AS' )WT(TO RE:, ASpf14LT Es +AIN EXIST CONC. SIDEWALK LANDS N/F OF (TO REMAIN) 3368 S BROADWAY HOTEL LLC LIMIT OF EXIST. VEGETATION REMOVAL INSTR. 2022-31739 SECTION 178.00 BLOCK 2 LOT 16 ZONE• GC-R t,1Gf1 TZ'WAYCDO<LIILIZRCZ4Z RI mm) USE. II0JIZ'WDDDSIlITZS 16' -0- POLE (TBR) EXIST TREELINE (TO REMAIN) (TYP) ' ..11NK 86°41'l g'➢ 107. 1- MON E EXIST TREELINE (TO REMAIN) (TYP) 170.93' O� v N i 12'0s" -- _. _...-� PROPERTY LINE AS PER (Tp REMAIN)" F/LEO MAP REFERENCE NO 2 CIRF PROPERTY LINE AS PER MAP REFERENCE NO. 1 r PROP LIMIT OFG DISTURBANCE (TYP) ' LIMIT OF CHAIN LINK FENCE REMOVAL S11 f` f , t , Aj -+- EXIST WETLAND AREA TO REMAIN POLE POLE POLE LIMIT OF TREELINE AND BE PROTECTED THROUGHOUT (TBR) (TBR) (TBR) REMOVAL CONSTRUCTION. GC TO INSTALL CONSTRUCTION FENCE TO PROTECT WETLANDS PRIOR TO ' EXIST. TREELINE (TBR) THE START OF CONSTRUCTION a: y � ➢ 98 �p AREA TO BE CLEARED A ' AND GRUBBED (TYP) - TOPSOIL TO BE fl STOCKPILED ON SITE + {3 f q EXIST TREELINE (TO REMAIN) (TYP) C/RF o, J ; r POST (TBR) POST (TBR) , A5 A r i r LIMIT OF TREELINE REMOVAL A6 t ' f + r I ' jA7 t qINZ J d PROP TREELINE (TYP) o M EXIST. TREELINE (TBR) s rJ r > t 'd A9 ,,3 ° t r r PROP LIMIT OF DISTURBANCE (TYP) EXIST UTILITY POLE TO REMAIN f` AND BE PROTECTED THROUGHOUT CONSTRUCTION LIMIT OF TREELINE REMOVAL ; EXIST TREELINE (TO REMAIN) (TYP) EXIST UTILITY POLE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION I r , EXIST WETLAND AREA TO A), REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. ,o GC TO INSTALL CONSTRUCTION FENCE TO PROTECT WETLANDS iJ PRIOR TO THE START OF e4 � CONSTRUCTION I r LIMIT OF TREELINE REMOVAL A> EXIST. TREELINE (TBR) J o' LIMIT OF TREELINE REMOVAL PROP TREELINE (TYP) _.. _-._..- X�RK F • A13' CONC 04 VON PROP LIMIT OF DISTURBANCE (TYP) `M LANDS N/F OF EFF-JAY REALTY, LLC BK. 1676, PG. 73 SECTION 178.00 BLOCK 2 LOT 17.11 ZON /G,4TZ'W,4YCOJ ANY WORK PROPOSED WITHIN THE USE. NYSDOT ROW WILL REQUIRE A PERMIT FROM NYSDOT. GC TO COORDINATE ALL PERMIT REQUIREMENTS WITH NYSDOT PRIOR TO CONSTRUCT/ON. 8'0 (TBR) LANDS N/F OF F.W. OF SARATOGA, INC. BK. 1099, PG. 477 SECTION 178.00 BLOCK 2 LOT 17.2 ZONE. GC-R G,4TZ'W.AYCOO/I ff RCbMRbR,M USE. FOUR WINDS OF SARATOGA REFER TO GENERAL NOTES SHEET FOIE DEMOLITION NOTES THIS PLAN TO BE UTILIZED FOR DEMOLITIONI REMOVAL PURPOSES ONLY 40 20 10 0 40 1 "= 40' 0 0, �a 0 z W ¢� � U W W O Z m W C9 Z=)Zu)U WC9gU g C�ZIyIW0)jW wN z>-q—aW� _< W Q = W Z J>ZU WcnO t>>QQmC�h Z U) UJ < — Qom oZQ< 55o O 10 m ZJOp:)W� > Q �ZCL gQ > d -� o� U wm W oo v� a o 0a wo 00 os �a 0 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENT COMMENTS SG SW 2 02/02/2024 CITY COMMENTS SG VR 3 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG VR 5 04/15/2024 CITY AND TIDE AKD COMMENTS SRW 6 05/03/2024 PRELIMINARY ISSUE AKD FOR CONSTRUCTION SRW Know m tat"s below. Callbefore you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11 /30/2023 CAD I.D.: NYB230191.00-SPPD-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC 4 PROPOSED DEVELOPMENT SEC. 178.00 - BILK 2 - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK BOHLERI I 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518)438-0900 www.BohlerEngineering.com SHEET TITLE: DEMOLITION PLAN SHEET NUMBER: C=201 REVISION 6 - 05/03/2024 N ZONING ANALYSIS TABLE N/A -NOT APPLICABLE N/S -NOT SPECIFIED (V) :VARIANCE REQUESTED (W)WAIVER REQUESTED ZONING DISTRICT GATEWAY COMMERCIAL - RURAL (GC-R) (E) - EXIST. NON-CONFORMANCE USES MICRO -PRODUCTION OF ALCOHOL - PERMITTED PRINCIPAL USE EATING AND DRINKING ESTABLISHMENT - PERMITTED PRINCIPAL USE OUTDOOR DINING - SPECIAL USE, PRINCIPAL USE ZONE CRITERIA REQUIRED EXISTING PROPOSED MIN. LOT AREA 20,000 SF* 10.68 ACRES UNCHANGED MIN. LOT WIDTH 100 FT 500 FT UNCHANGED MAX. BLDG COVERAGE 35% 0% 4.3% MIN. FRONT SETBACK 60 FT* N/A 114.6 FT MIN. SIDE SETBACK 20 FT N/A 100.1 FT MIN. CORNER SIDE SETBACK 40 FT N/A 168.8 FT MIN. REAR SETBACK 25 FT N/A 566.7 FT MIN. BUILDING HEIGHT 18 FT* N/A 32.7 FT MAX. BUILDING HEIGHT 40 FT N/A 32.7 FT MAX. IMPER. COVERAGE 60% 2.2% 39% PARKING SPACES 262 SPACES 29 SPACES 314 SPACES ACCESS. PARKING SPACES 8 SPACES 1 SPACE 9 SPACES PARKING STALL CRITERIA USE/CATEGORY: EATING AND DRINKING STANDARD: 9 FT x 18 FT REQUIRED PARKING: 1 SPACE PER 100 SF COMPACT: 8 FT x 16 FT 25,938 SF / 100 = 260 SPACES USE/CATEGORY: MICRO -PRODUCTION OF ALCOHOL REQUIRED PARKING: 1 SPACE PER 500 SF 1,100 SF / 500 = 2 SPACE MAX. NUMBER OF PARKING SPACE ALLOWED PER SARATOGA SPRINGS LIDO: 120% OF REQUIRED MINIMUM - 262 x 120% = 314 SPACES SIGNAGE TABLE ALLOWED PROPOSED BUILDING MOUNTED SIGN 1.5 SF PER LINEAR FOOT OF (1) INTERNALLY ILLUMINATED LOGO SIGN: 196 SF WEST ELEVATION BUILDING WALL. (271.5 SF MAX.) BUILDING MOUNTED SIGN 1.5 SF PER LINEAR FOOT OF (1) INTERNALLY ILLUMINATED WORKMARK SIGN: 198 SF SOUTH ELEVATION BUILDING WALL. (278 SF MAX.) BUILDING MOUNTED SIGN 1.5 SF PER LINEAR FOOT OF (1) INTERNALLY ILLUMINATED LOGO SIGN: 196 SF EAST ELEVATION BUILDING WALL. (271.5 SF MAX.) FREESTANDING SIGN (1) 12 SF MAX (8' TALL) (1) INTERNALLY ILLUMINATED, DOUBLE SIDED MONUMENT SIGN: 10.5 SF (8' TALL) SITE 1 NFORMA TION 1. APPLICANT: THBC NY, LLC PO BOX 4637, 160 WEST AVE SARATOGA SPRINGS, NY 12866 2. OWNER: MCJACK LLC 17 QUENNEVILLE DR MOREVILLE, VT, 05660 3. PARCEL: 178.00-2-15 3376 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK LANDS N/F OF F.W. OF SARATOGA, INC. BK. 1498, PG. 47 SECTION 178.00 BLOCK 2 LOT 23 ZONE. • GC=R /G�4T�W�stYCDdI1LIERCl4LRIlw4z GG TO REFER TO LATEST SIGN PACKAGE BY ARCHITECT. WHERE DISCREPANCIES OCCUR, ARCHITECTURAL SIGN PACKAGE SHALL GOVERN. USE 'FOUR WINDS OF SAR.4TOGA LANDS N/F OF 3402 ROUTE 9, LLC I NSTR. 2013-43252 SECTION 178.00 BLOCK 2 LOT 22 ZONE.- GC-R /GfI T�'WAYCD000, v1vffRCIAL Rz m 4Lf USE.- SARATOGflIID,Ia1 SEE EXCEPTIONS TO THESE REQUIREMENTS AS SPECIFIED IN SECTION 4.0.A t t , / / f PROP. DIRECTIONAL t ( j SIGN (REFER TO PLANS / ) ° BY ARCHITECT, UNDER t s ( y) SEPARATE PERMIT) PROP TREELINE (TYP) EXIST HYDRANT (TO REMAIN) PROPERTY L/NE AS PER F/LED MAP REFERENCE NO 2 PROP. ONE-WAY SIGN PROP. ONEWAY / EXIT SIGN S 85046'00"E 670 83' I t 19.0' t 19.011 NYSDOT PAVEMENT SECTION (SEE DETAIL SHEET C-902)' 1 PROP. STOP AND DO o 9 lob 33' NOT ENTER SIGNS 0 co YP 2 ' SI E AR SE BA K 10 0 9' 10 9' PROP. POLE MOUNTED LIGHT (TYP.) (SEE LIGHTING PLAN) 9.0' PROP SAWCUT LINE (TYP)�1 77 I 1 R TR 3'R PROP BOLLARDS 9 3'R 'R TR 3'R EMPLOYEE PARKING 1 3 R3'R PROP. STOP AND DO NOT ) ENTER SIGNS 4 (TYP OF 9) (TYP) iv PROP. SPEED PROP. TRANSFORMER PAD PROP. 17'x25' TRASH ENCLOSURE ROP DIRECTIONAL ARROWS TYP 1 t N BUMP (TYP) (TYP) OP. GENERATOR PAD PROP. HEAVY DUTY CONCRETE PAD 00 PR PROP. ONE-WAY EGRESS 331 PROP. 5' WIDE 20'R STOP LHANDRA . BLACK PROP. ONE-WAY SIGN 1 a TR CONC. 10'R INISHED o t PROP. BLACK BOLLARDS l , CROSSWALK (TYP) RIt 5'R IL T (TYP OF 2) PROP. HEAVY-DUTY PROP. STANDARD- TR ASPHALT PAVE DUTY ASPHALT LIMIT OF PROP. EDGE ;1 14' PROP. SIDEWALK SP ENT L M 7 r 25.8' (TYP.) 73.3' PAVEMENT (TYP.) OF PAVEMENT (TYP) p ` �.,� ° 5'R �'d` ; � , ROP. ±g6 LF ±2' HIGH REDI-ROCK #` PROPBENCH PROP LSA (TYP.) i 11 O t 30'R a - LEDGESTONE WALL WITH 6' HIGH PROP. TRENCH t SLAT WALL PRIVACY SCREEN LIMIT OF DISTURBANCE 22 R ���c DRAIN MOUNTED TO BLOCK WALL. GC 5 0' 1 • D WITH ARCH PLANS, 1 I PROP Q PROP. STEEL SAFETY RAILING WITH � 0' PROP. f;' L 11.0' 22.0' MOUNTING SOCKETS AT LOADING PAVILION MANHOLE DOCK, BLACK POWDERCOAT 62 .4. (3,550 SF) REFER TO ARCH I 4.:3 PLANS FOR PAVILION M j 111'R . PROP. TRUCK DOCK PROP. BOCCE COURT. N w PROP. 5' WIDE 119'R 114• �^' �-�' DETAILS CONC. SIDEWALK a ZPROP. 6 PROP. FLUSH CURB REFER TO SHEET L-6013, 33' °122.0'l- _._--,•�_ PUMP �PROP. LSA (TYP)PROP. PROP. GRAVEL STRIP (TYP) 1 CHAMBER GREASE 3' 167.0' p ��e ° t� i M I( I If PROP 8' WIDE 6 PROP BOLLARDS WITH PROP 25 0' e ' LANDS N/F OF F.W. OF SARATOGA, INC. BK. 1078, PG. 336 SECTION 178.00 BLOCK 2 LOT 11.1 ZONE.- GC-R /GAT�W�4YCOILI�LIERCL4L R1W,4z USE. FOUR WINDS OF S,4R4TOG�1 ICHf NN !!,) V*' 170 93' Yn = PROPERTY L/NE AS PER Ct�41N LINK" ' ° i i F/LED MAP REFERENCE NO 2 _ ` �»� I CIRF _ _ PR PO ERIY L/NE AS PER �• MAP REFERENCE N0. 1 PROP LIMIT OF DISTURBANCE (TYP)'w �• aQ/ PROP. DO NOT ENTER SIG AND PAVEMENT MARKING PROP, LIMIT OF LANDSCAPED BED (TYP) PROP PICNIC TABLE ON CONC. SIDEWALK TRAP BLACK COVER AND PROP. RAISED ALUMINUM t BUILDING ( �-� f PLANTERS (TYP OF 6) CONIC. PAD. REFER TO 1 CURBSIDE "CURBSIDE PARKING" 19,950 SF ` `�7 % REFER TO SHEET L-601 I ; �If' SHEET L-602 PARKING c 6 SIGN TO BE MOUNTED ( ) PROP. AT S HEIGHT (TYP OF 23) PARKING = 314 SPACES ;/ 1•I ( 119'R • ' TRANSITION r / c � PROP. 5' LONG CURB RAMP � '� i�`- J � CURB (TYP) PROP. CANOPY (TYP) PROP. CANOPY (TYP) < �� i `A" PROP. MONOLITHIC t/ ee f 4 j PROP. SWALE i j 1 CURB AND SIDEWALK > a ' l 111'R 80' a a PROR CURBED 3R i t PROP. LIMIT O 3R 0' 7 ,+_ LANDSCAPED 3' \ r PROP, PATH BOLLARD LIGHTING (TYP). REFER TO SHEET L-602 ( o ° LANDSCAPED 3' 14.4 REFER TO ISLAND (TYP. OF 2) 1 O r f BED (TYP) I I� ARCH PLANS �j 24' 18' 10 FOR PERGOLA ) j 1 0'R Im PROP. LIMIT OF PROP. 6 WIDE CONIC. CONCRETE PATIO PROP.77, DETAILS t f 1 I 72R 'w LANDSCAPED BED (TYP) SIDEWALK I (j PERGOLA PROP IVY PROP. PAINTED THBC f , �1 � �� PROP. GRAVEL STRIP (3,550 SF) 1, ni M r i I:'. MONUMENT �� 1 Q 4 LOGO (BY VENDOR'S (TYP) �' �, (REFER TO PLANS III 198 R ,1 I OWNER) (TYP OF 23) j EXIST. UTILITY POLE AND GUY WIRE OF /i BY ARCHITECT O PROP. LSA (TYP.)J PROP. CANOPY (TYP) 14'R 73.3' 189'R REMAIN. GC TO NOTIFY ENGINEER OF UNDER I I f ANY CONFLICTS WITH PROPOSED 1 SEPARATE I� PROP. STAMPED CONCRETE J • FEATURES PRIOR TO CONSTRUCTION ► PERMIT) - PROP. FLUSH 61 8' PROP LSA (TYP ) PROP. 9' WIDE CONC. SIDEWALK �'" h.. ,� �• EXIST WETLAND BOUNDARY (TYP) I EXIST TREELINE TO REMAIN (TYP) J ' PROP LIMIT OF DISTURBANCE (TYP) PROP TREELINE (TYP) I t1 _®' I PROP. LSA (TYP.) I A3 f ILIMIT OF PROP. TREELINE (TYP) I o 3'R 0'R ? ' PROP. POLE MOUNTED LIGHT11 9 PROP. SPEED (TYP.) (SEE LIGHTING PLAN) ' 20'R BUMP (TYP) I PROP EDGE OF t' WE7'LAA, ) �'A" PAVEMENT (TYP) l m AREA=0 53A a N A41 I I 179'R 163'R ' A5 I A6 MON PROP. TIMBER 50' WETLAND BUFFER I SWING PLATFORM PROP. SPEED (TYP OF 3). REFER BUMP (TYP) LIMIT OF PROP. TO SHEET L-601 TREELINE (TYP) • 47 I PROP. LSA (TYP.) 2'R I PROP EDGE OF 1.01 9 PAVEMENT (TYP) y6..T TPA ` ltr 566.7' A,9 PROP. CONC. PAVEMENT 7 \ I PAD (TYP OF 3) I �•? 30'R 3 R OR 30'R . 3'R 8 PROP TREELINE PROP. POLE MOUNTED LIGHT 1 41 �'R ° 3n R � CURB I PROP. ADA PARKING SIGN IN / 441.1, J' PROP. DIRECTIONAL SIGN 1 R I BOLLARD (TYP OF 8) PROP. LIMIT OF ' (TYP.) (SEE LIGHTING PLAN) ROP BENCH 04 OUTDOOR SEATING (REFER TO PLANS BY ' a 2'.R PROP. YIELD TO PEDESTRIANS LANDSCAPED BED (TYP) o �� 16' t, PROP SINGLE TESL ADA EV PROP. FLUSH CURB ARCHITECT, UNDER SEPARATE PROP. PATH BOLLARD LIGHTING 16' PROP SAWCUT LINE (TYP) 1 TR 2 R SIGN (TYP OF 2) N PERMIT) (TYP). REFER TO SHEET L-602 PROP. "NO PARKING" SIGN i 1 146 R •a 3'R 56 BIKE SPACES IN BOLLARD TYP OF 4 PROP. CONIC. CURB PROP LIMIT OF DISTURBANCE (TYP) 1 PROP. MONOLITHIC A W ( ) PROP. DIRECTIONAL . m e GC TO COORD WITH PROP. TIMBER PROP. DIRECTIONAL 50' WETLAND BUFFER ' CURB AND SIDEWALK AND CONC. SIDEWALKJGROUP/RIDE PRLAAN SCAPED NYSDOT PAVEMENT SECTION p SIGN (REFER TO PLANS 103' ° MANUFACTURER AND SIGN REFER TO PLANS 1 BY ARCHITECT, UNDER 3' § PROP. ADA a t ELECTRIC COMPANY PRIOR b ISLAND (TYP. OF 2) PLATFORM (TYP OF 3). BY ARCHITECT, UNDER 19.8' (SEE DETAIL SHEET C-902) 33'R SEPARATE PERMIT) I PROP. DO NOT ° e RAMP (TYP) SHARE DROP REFER TO SHEET L-602 67 2 TR N PROP. ADA RAMP (TYP) N SEPARATE PERMIT) OFF LOCATIO PROP DIRECTIONAL 0ENTER SIGN SG PROP. YIELD TO PEDESTRIANS If P. ti _. SIGN (TYP OF 2) o PROP. LSA (TYP.) SIGN (REFER TO 4 PROP. SINGLE TESLA EV 3 PLANS BY 9' 0'R 3' ' 105'R I ARCHITECT, UNDER CHARGING STATION ON 10 8 10 C6 10 °6 9' 10 9' 00 6 c6 "7 1 SEPARATE PERMIT) PEDESTAL GC TO COORD �' �' �' PROP. ONE-WAY INGRESS 1 WITH MANUFACTURER 11.0' 3'R 3' R 9' 3 3'R YP 3' �R YP PROP DIRECTIONAL TR R YP 3'R 9 33'R d 73'R PROP. DUAL TESLA EV I�--3:8 8' 8' PROP. TRANSITION PROP. WHITE PROP. SPEED y (1 85'R ti� I PROP. TRANSITION CHARGING STATIONS ON ( (Y ) (YP CURB TYP STRIPE AT o PROP. STANDARD - ARROWS (TYP) Q 20'R CURB 3 R PROP. CURBED ( ) BUMP (TYP) � (TYP) 5 PEDESTAL TYP OF 4 . GC TO PROP. ACCESSIBLE PARKING SPACES � DUTY ASPHALT PROP. LANDSCAPED , f ? /it ( ) LANDSCAPED PROP CURB RAMP(TYP) DROP OFF AREA N ISLAND TYP.) PROP. ONE WAY I EXIT SIGN j ( 1 > PROP DO COORD. WITH MANUFACTURER AND STRIPING (SEE DETAIL) 3,R PAVEMENT (TYP.) ( ' PROP. 5' WIDE -ISLAND TYP. OF 2 CONC. CROSSWALK 93 R NOT ENTER TYP 3 R b b 3 R 3'R o ( ) 3'R o 3'R o 3'R R o 3' 10'R i SIGN (TYP) PROP. DIRECTIONAL 20'R 3'R Q LIMIT OF PROP. EDGE 1 � (TYP) SIGN (REFER TO oo ao ao 0o ao 11.2' 1 w �" 20'R PLANS BY o v 10 13.0' 10 13.0' 10 13.0' 10 13.0' 10 rl OF PAVEMENT (TYP) + iz ARCHITECT, UNDER 6N 26.3' 24' 18' r i j o PROP EDGE OF EPARATE PERMIT) 3 R 31.0' �3R - 9' 10 9' °O10PAVEMENT (TYP) PROP EDGE OF1 R 3' R 20PROP. ±276 LF 4'TALL YP YP YP 3'R YP YPPAVEMENT (TYP)3'R 3'R SR 3'R 3L'R 3' r t4 ( + U SPLIT RAIL FENCE WITH 8' 10'R PROP. POROUS Q Z O 44 R PROP. DO NOT ENTER SIGN PROP. POROUS o PROP. ± 545 LF 4' TALL SPLIT GATE ^�. PROP. SPEED ASPHALT PAVEMENT PROP. SPEED $CID �� (TYP OF 2) BUMP (TYP) (TYP.) 'IT BUMP (TYP) I ASPHALT PAVEMENTRAIL FENCE WITH 8' GATE ' I 60'R 4, • (TYP.) ✓ / ✓ / y` % / 3 R % % i' i 3 R 3 R l : / p 3'R 3'R 3'R 3 t ROP STORMWATER 10' 1 so 0 so' 10 10 10 a t 9 0' i° i ! s� i s o' s o' A / d MANAGEMENT AREA i i 10 / / i i i i o ,: g i° °/ i° Y1? v v 4PTyq / ( PROP. S WIDE PROP EDGE OF ` PROP. POROUS CONC. SIDEWALK ROP DIRECTIONAL ARROWS (TYP) PROP. DIRECTIONAL 1 - - ASPHALT PAVEMENT t PAVEMENT (TYP) I PROP LIMIT OF DISTURBANCE (TYP) _ _ _ SIGN (REFER TO PLANS 20 SIDE YARD SETBACK PROP. POLE MOUNTED LIGHT L/--PROP LIMIT OF DISTURBANCE TYP r r C NC - N85030100" W 88700'=01C/Rf f J17" PAD IT0 REMAIN) !01 "T',. filetLlAIM 6_.._ 1 IF I. ASPHALT;Tr ASPHALT i70 REMAIN) LANDS N/F OF V 3368 S BROADWAY HOTEL LLC I INSTR. 2022-31739 I SECTION 178.00 BLOCK 2 LOT 16 ZONE. GC-R /G, 4Tr'WAYCDffffLRCIAL RURAlf USE. 1I0lLIEW00.V,SZIrr S PROP. SWALE (TYP. BY ARCHITECT, UNDER PROP TREELINE (TYP) SEPARATE PERMIT) (TYP) LIMIT OF PROP. TREELINE (TYP) -PROP LIMIT OF DISTURBANCE (TYP) LIMIT OF PROP. TREELINE (TYP) EXIST TREELINE TO REMAIN TYP -PROP. STORMWATER MANAGEMENT AREA EXIST WETLAND BOUNDARY (TYP) LLIMIT OF PROP. A1,3 CONIC EXIST TREELINE TREELINE (TYP) MON TO REMAIN (TYP) 15.00 51.90 4.00 45.40 LANDS N/F OF Q o.00 EFF-JAY REALTY, LLC BK. 1676, PG. 73 0 O O SECTION 178.00 BLOCK 2 LOT 17.11 4.00 21.60 ZONE. GC-R WB-67 /G�4_rffWAYCDOffffL'RCXMRIIRAZf feet USE.- V,4C,4AIr Tractor Width : 8.00 Lock to Lock Time 6.0 Trailer Width 8.50 Steering Angle : 31.9 Tractor Track 8.00 Articulating Angle 75.0 Trailer Track 8.50 Turning Radius 44.80 DELIVERY �I IRUCK SPECIFICATIONS - ±377 LF 6' HIGH STOCKADE FENCING XIST CHAIN LINK FENCE TO REMAIN (TYP) LANDS N/F OF F.W. OF SARATOGA, INC. BK. 1099, PG. 477 SECTION 178.00 BLOCK 2 LOT 17.2 ZONE. GC-R /GAT�'W�4YCO�LIIYILRClfll RIlRAlf USE. FOUR WINDS OF SfIRfiTOGfl THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES ANY WORK PROPOSED WITHIN THE NYSDOT ROW WILL REQUIRE A PERMIT FROM NYSDOT. GC TO COORDINATE ALL PERMIT REQUIREMENTS WITH NYSDOT PRIOR TO CONSTRUCTION. 40 20 10 0 40 1 "= 40' Uj J m� C9 Z FR W W W 0) Z W 0 Z 5 Z (n V LU050 U W OZWWCn -W Cn Z>-(9~UW W Q = W Z Cn a Z F- Z N Z OZa Z O o= IN N > J H U W F U) REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENT COMMENTS SG SW 2 02/02/2024 CITY COMMENTS SG VR 3 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG VR 5 04/15/2024 CITY AND TIDE AKD COMMENTS SRW 6 05/03/2024 PRELIMINARY ISSUE AKD FOR CONSTRUCTION SRW Know WhMt below, Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NY8230191 DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11 /30/2023 CAD I.D.: NYB230191.00-SPPD-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC 1v PROPOSED DEVELOPMENT SEC. 178.00 - BLK 2 -PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518)438-9900 Fax: (518)438-0900 www.BohlerEngineering.com SHEET TITLE: SITE LAYOUT PLAN SHEET NUMBER: C=301 REVISION 6 - 05/03/2024 MON PROP. TIMBER 50' WETLAND BUFFER I SWING PLATFORM PROP. SPEED (TYP OF 3). REFER BUMP (TYP) LIMIT OF PROP. TO SHEET L-601 TREELINE (TYP) • 47 I PROP. LSA (TYP.) 2'R I PROP EDGE OF 1.01 9 PAVEMENT (TYP) y6..T TPA ` ltr 566.7' A,9 PROP. CONC. PAVEMENT 7 \ I PAD (TYP OF 3) I �•? 30'R 3 R OR 30'R . 3'R 8 PROP TREELINE PROP. POLE MOUNTED LIGHT 1 41 �'R ° 3n R � CURB I PROP. ADA PARKING SIGN IN / 441.1, J' PROP. DIRECTIONAL SIGN 1 R I BOLLARD (TYP OF 8) PROP. LIMIT OF ' (TYP.) (SEE LIGHTING PLAN) ROP BENCH 04 OUTDOOR SEATING (REFER TO PLANS BY ' a 2'.R PROP. YIELD TO PEDESTRIANS LANDSCAPED BED (TYP) o �� 16' t, PROP SINGLE TESL ADA EV PROP. FLUSH CURB ARCHITECT, UNDER SEPARATE PROP. PATH BOLLARD LIGHTING 16' PROP SAWCUT LINE (TYP) 1 TR 2 R SIGN (TYP OF 2) N PERMIT) (TYP). REFER TO SHEET L-602 PROP. "NO PARKING" SIGN i 1 146 R •a 3'R 56 BIKE SPACES IN BOLLARD TYP OF 4 PROP. CONIC. CURB PROP LIMIT OF DISTURBANCE (TYP) 1 PROP. MONOLITHIC A W ( ) PROP. DIRECTIONAL . m e GC TO COORD WITH PROP. TIMBER PROP. DIRECTIONAL 50' WETLAND BUFFER ' CURB AND SIDEWALK AND CONC. SIDEWALKJGROUP/RIDE PRLAAN SCAPED NYSDOT PAVEMENT SECTION p SIGN (REFER TO PLANS 103' ° MANUFACTURER AND SIGN REFER TO PLANS 1 BY ARCHITECT, UNDER 3' § PROP. ADA a t ELECTRIC COMPANY PRIOR b ISLAND (TYP. OF 2) PLATFORM (TYP OF 3). BY ARCHITECT, UNDER 19.8' (SEE DETAIL SHEET C-902) 33'R SEPARATE PERMIT) I PROP. DO NOT ° e RAMP (TYP) SHARE DROP REFER TO SHEET L-602 67 2 TR N PROP. ADA RAMP (TYP) N SEPARATE PERMIT) OFF LOCATIO PROP DIRECTIONAL 0ENTER SIGN SG PROP. YIELD TO PEDESTRIANS If P. ti _. SIGN (TYP OF 2) o PROP. LSA (TYP.) SIGN (REFER TO 4 PROP. SINGLE TESLA EV 3 PLANS BY 9' 0'R 3' ' 105'R I ARCHITECT, UNDER CHARGING STATION ON 10 8 10 C6 10 °6 9' 10 9' 00 6 c6 "7 1 SEPARATE PERMIT) PEDESTAL GC TO COORD �' �' �' PROP. ONE-WAY INGRESS 1 WITH MANUFACTURER 11.0' 3'R 3' R 9' 3 3'R YP 3' �R YP PROP DIRECTIONAL TR R YP 3'R 9 33'R d 73'R PROP. DUAL TESLA EV I�--3:8 8' 8' PROP. TRANSITION PROP. WHITE PROP. SPEED y (1 85'R ti� I PROP. TRANSITION CHARGING STATIONS ON ( (Y ) (YP CURB TYP STRIPE AT o PROP. STANDARD - ARROWS (TYP) Q 20'R CURB 3 R PROP. CURBED ( ) BUMP (TYP) � (TYP) 5 PEDESTAL TYP OF 4 . GC TO PROP. ACCESSIBLE PARKING SPACES � DUTY ASPHALT PROP. LANDSCAPED , f ? /it ( ) LANDSCAPED PROP CURB RAMP(TYP) DROP OFF AREA N ISLAND TYP.) PROP. ONE WAY I EXIT SIGN j ( 1 > PROP DO COORD. WITH MANUFACTURER AND STRIPING (SEE DETAIL) 3,R PAVEMENT (TYP.) ( ' PROP. 5' WIDE -ISLAND TYP. OF 2 CONC. CROSSWALK 93 R NOT ENTER TYP 3 R b b 3 R 3'R o ( ) 3'R o 3'R o 3'R R o 3' 10'R i SIGN (TYP) PROP. DIRECTIONAL 20'R 3'R Q LIMIT OF PROP. EDGE 1 � (TYP) SIGN (REFER TO oo ao ao 0o ao 11.2' 1 w �" 20'R PLANS BY o v 10 13.0' 10 13.0' 10 13.0' 10 13.0' 10 rl OF PAVEMENT (TYP) + iz ARCHITECT, UNDER 6N 26.3' 24' 18' r i j o PROP EDGE OF EPARATE PERMIT) 3 R 31.0' �3R - 9' 10 9' °O10PAVEMENT (TYP) PROP EDGE OF1 R 3' R 20PROP. ±276 LF 4'TALL YP YP YP 3'R YP YPPAVEMENT (TYP)3'R 3'R SR 3'R 3L'R 3' r t4 ( + U SPLIT RAIL FENCE WITH 8' 10'R PROP. POROUS Q Z O 44 R PROP. DO NOT ENTER SIGN PROP. POROUS o PROP. ± 545 LF 4' TALL SPLIT GATE ^�. PROP. SPEED ASPHALT PAVEMENT PROP. SPEED $CID �� (TYP OF 2) BUMP (TYP) (TYP.) 'IT BUMP (TYP) I ASPHALT PAVEMENTRAIL FENCE WITH 8' GATE ' I 60'R 4, • (TYP.) ✓ / ✓ / y` % / 3 R % % i' i 3 R 3 R l : / p 3'R 3'R 3'R 3 t ROP STORMWATER 10' 1 so 0 so' 10 10 10 a t 9 0' i° i ! s� i s o' s o' A / d MANAGEMENT AREA i i 10 / / i i i i o ,: g i° °/ i° Y1? v v 4PTyq / ( PROP. S WIDE PROP EDGE OF ` PROP. POROUS CONC. SIDEWALK ROP DIRECTIONAL ARROWS (TYP) PROP. DIRECTIONAL 1 - - ASPHALT PAVEMENT t PAVEMENT (TYP) I PROP LIMIT OF DISTURBANCE (TYP) _ _ _ SIGN (REFER TO PLANS 20 SIDE YARD SETBACK PROP. POLE MOUNTED LIGHT L/--PROP LIMIT OF DISTURBANCE TYP r r C NC - N85030100" W 88700'=01C/Rf f J17" PAD IT0 REMAIN) !01 "T',. filetLlAIM 6_.._ 1 IF I. ASPHALT;Tr ASPHALT i70 REMAIN) LANDS N/F OF V 3368 S BROADWAY HOTEL LLC I INSTR. 2022-31739 I SECTION 178.00 BLOCK 2 LOT 16 ZONE. GC-R /G, 4Tr'WAYCDffffLRCIAL RURAlf USE. 1I0lLIEW00.V,SZIrr S PROP. SWALE (TYP. BY ARCHITECT, UNDER PROP TREELINE (TYP) SEPARATE PERMIT) (TYP) LIMIT OF PROP. TREELINE (TYP) -PROP LIMIT OF DISTURBANCE (TYP) LIMIT OF PROP. TREELINE (TYP) EXIST TREELINE TO REMAIN TYP -PROP. STORMWATER MANAGEMENT AREA EXIST WETLAND BOUNDARY (TYP) LLIMIT OF PROP. A1,3 CONIC EXIST TREELINE TREELINE (TYP) MON TO REMAIN (TYP) 15.00 51.90 4.00 45.40 LANDS N/F OF Q o.00 EFF-JAY REALTY, LLC BK. 1676, PG. 73 0 O O SECTION 178.00 BLOCK 2 LOT 17.11 4.00 21.60 ZONE. GC-R WB-67 /G�4_rffWAYCDOffffL'RCXMRIIRAZf feet USE.- V,4C,4AIr Tractor Width : 8.00 Lock to Lock Time 6.0 Trailer Width 8.50 Steering Angle : 31.9 Tractor Track 8.00 Articulating Angle 75.0 Trailer Track 8.50 Turning Radius 44.80 DELIVERY �I IRUCK SPECIFICATIONS - ±377 LF 6' HIGH STOCKADE FENCING XIST CHAIN LINK FENCE TO REMAIN (TYP) LANDS N/F OF F.W. OF SARATOGA, INC. BK. 1099, PG. 477 SECTION 178.00 BLOCK 2 LOT 17.2 ZONE. GC-R /GAT�'W�4YCO�LIIYILRClfll RIlRAlf USE. FOUR WINDS OF SfIRfiTOGfl THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES ANY WORK PROPOSED WITHIN THE NYSDOT ROW WILL REQUIRE A PERMIT FROM NYSDOT. GC TO COORDINATE ALL PERMIT REQUIREMENTS WITH NYSDOT PRIOR TO CONSTRUCTION. 40 20 10 0 40 1 "= 40' Uj J m� C9 Z FR W W W 0) Z W 0 Z 5 Z (n V LU050 U W OZWWCn -W Cn Z>-(9~UW W Q = W Z Cn a Z F- Z N Z OZa Z O o= IN N > J H U W F U) REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENT COMMENTS SG SW 2 02/02/2024 CITY COMMENTS SG VR 3 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG VR 5 04/15/2024 CITY AND TIDE AKD COMMENTS SRW 6 05/03/2024 PRELIMINARY ISSUE AKD FOR CONSTRUCTION SRW Know WhMt below, Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NY8230191 DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11 /30/2023 CAD I.D.: NYB230191.00-SPPD-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC 1v PROPOSED DEVELOPMENT SEC. 178.00 - BLK 2 -PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518)438-9900 Fax: (518)438-0900 www.BohlerEngineering.com SHEET TITLE: SITE LAYOUT PLAN SHEET NUMBER: C=301 REVISION 6 - 05/03/2024 PROP. POLE MOUNTED LIGHT 1 41 �'R ° 3n R � CURB I PROP. ADA PARKING SIGN IN / 441.1, J' PROP. DIRECTIONAL SIGN 1 R I BOLLARD (TYP OF 8) PROP. LIMIT OF ' (TYP.) (SEE LIGHTING PLAN) ROP BENCH 04 OUTDOOR SEATING (REFER TO PLANS BY ' a 2'.R PROP. YIELD TO PEDESTRIANS LANDSCAPED BED (TYP) o �� 16' t, PROP SINGLE TESL ADA EV PROP. FLUSH CURB ARCHITECT, UNDER SEPARATE PROP. PATH BOLLARD LIGHTING 16' PROP SAWCUT LINE (TYP) 1 TR 2 R SIGN (TYP OF 2) N PERMIT) (TYP). REFER TO SHEET L-602 PROP. "NO PARKING" SIGN i 1 146 R •a 3'R 56 BIKE SPACES IN BOLLARD TYP OF 4 PROP. CONIC. CURB PROP LIMIT OF DISTURBANCE (TYP) 1 PROP. MONOLITHIC A W ( ) PROP. DIRECTIONAL . m e GC TO COORD WITH PROP. TIMBER PROP. DIRECTIONAL 50' WETLAND BUFFER ' CURB AND SIDEWALK AND CONC. SIDEWALKJGROUP/RIDE PRLAAN SCAPED NYSDOT PAVEMENT SECTION p SIGN (REFER TO PLANS 103' ° MANUFACTURER AND SIGN REFER TO PLANS 1 BY ARCHITECT, UNDER 3' § PROP. ADA a t ELECTRIC COMPANY PRIOR b ISLAND (TYP. OF 2) PLATFORM (TYP OF 3). BY ARCHITECT, UNDER 19.8' (SEE DETAIL SHEET C-902) 33'R SEPARATE PERMIT) I PROP. DO NOT ° e RAMP (TYP) SHARE DROP REFER TO SHEET L-602 67 2 TR N PROP. ADA RAMP (TYP) N SEPARATE PERMIT) OFF LOCATIO PROP DIRECTIONAL 0ENTER SIGN SG PROP. YIELD TO PEDESTRIANS If P. ti _. SIGN (TYP OF 2) o PROP. LSA (TYP.) SIGN (REFER TO 4 PROP. SINGLE TESLA EV 3 PLANS BY 9' 0'R 3' ' 105'R I ARCHITECT, UNDER CHARGING STATION ON 10 8 10 C6 10 °6 9' 10 9' 00 6 c6 "7 1 SEPARATE PERMIT) PEDESTAL GC TO COORD �' �' �' PROP. ONE-WAY INGRESS 1 WITH MANUFACTURER 11.0' 3'R 3' R 9' 3 3'R YP 3' �R YP PROP DIRECTIONAL TR R YP 3'R 9 33'R d 73'R PROP. DUAL TESLA EV I�--3:8 8' 8' PROP. TRANSITION PROP. WHITE PROP. SPEED y (1 85'R ti� I PROP. TRANSITION CHARGING STATIONS ON ( (Y ) (YP CURB TYP STRIPE AT o PROP. STANDARD - ARROWS (TYP) Q 20'R CURB 3 R PROP. CURBED ( ) BUMP (TYP) � (TYP) 5 PEDESTAL TYP OF 4 . GC TO PROP. ACCESSIBLE PARKING SPACES � DUTY ASPHALT PROP. LANDSCAPED , f ? /it ( ) LANDSCAPED PROP CURB RAMP(TYP) DROP OFF AREA N ISLAND TYP.) PROP. ONE WAY I EXIT SIGN j ( 1 > PROP DO COORD. WITH MANUFACTURER AND STRIPING (SEE DETAIL) 3,R PAVEMENT (TYP.) ( ' PROP. 5' WIDE -ISLAND TYP. OF 2 CONC. CROSSWALK 93 R NOT ENTER TYP 3 R b b 3 R 3'R o ( ) 3'R o 3'R o 3'R R o 3' 10'R i SIGN (TYP) PROP. DIRECTIONAL 20'R 3'R Q LIMIT OF PROP. EDGE 1 � (TYP) SIGN (REFER TO oo ao ao 0o ao 11.2' 1 w �" 20'R PLANS BY o v 10 13.0' 10 13.0' 10 13.0' 10 13.0' 10 rl OF PAVEMENT (TYP) + iz ARCHITECT, UNDER 6N 26.3' 24' 18' r i j o PROP EDGE OF EPARATE PERMIT) 3 R 31.0' �3R - 9' 10 9' °O10PAVEMENT (TYP) PROP EDGE OF1 R 3' R 20PROP. ±276 LF 4'TALL YP YP YP 3'R YP YPPAVEMENT (TYP)3'R 3'R SR 3'R 3L'R 3' r t4 ( + U SPLIT RAIL FENCE WITH 8' 10'R PROP. POROUS Q Z O 44 R PROP. DO NOT ENTER SIGN PROP. POROUS o PROP. ± 545 LF 4' TALL SPLIT GATE ^�. PROP. SPEED ASPHALT PAVEMENT PROP. SPEED $CID �� (TYP OF 2) BUMP (TYP) (TYP.) 'IT BUMP (TYP) I ASPHALT PAVEMENTRAIL FENCE WITH 8' GATE ' I 60'R 4, • (TYP.) ✓ / ✓ / y` % / 3 R % % i' i 3 R 3 R l : / p 3'R 3'R 3'R 3 t ROP STORMWATER 10' 1 so 0 so' 10 10 10 a t 9 0' i° i ! s� i s o' s o' A / d MANAGEMENT AREA i i 10 / / i i i i o ,: g i° °/ i° Y1? v v 4PTyq / ( PROP. S WIDE PROP EDGE OF ` PROP. POROUS CONC. SIDEWALK ROP DIRECTIONAL ARROWS (TYP) PROP. DIRECTIONAL 1 - - ASPHALT PAVEMENT t PAVEMENT (TYP) I PROP LIMIT OF DISTURBANCE (TYP) _ _ _ SIGN (REFER TO PLANS 20 SIDE YARD SETBACK PROP. POLE MOUNTED LIGHT L/--PROP LIMIT OF DISTURBANCE TYP r r C NC - N85030100" W 88700'=01C/Rf f J17" PAD IT0 REMAIN) !01 "T',. filetLlAIM 6_.._ 1 IF I. ASPHALT;Tr ASPHALT i70 REMAIN) LANDS N/F OF V 3368 S BROADWAY HOTEL LLC I INSTR. 2022-31739 I SECTION 178.00 BLOCK 2 LOT 16 ZONE. GC-R /G, 4Tr'WAYCDffffLRCIAL RURAlf USE. 1I0lLIEW00.V,SZIrr S PROP. SWALE (TYP. BY ARCHITECT, UNDER PROP TREELINE (TYP) SEPARATE PERMIT) (TYP) LIMIT OF PROP. TREELINE (TYP) -PROP LIMIT OF DISTURBANCE (TYP) LIMIT OF PROP. TREELINE (TYP) EXIST TREELINE TO REMAIN TYP -PROP. STORMWATER MANAGEMENT AREA EXIST WETLAND BOUNDARY (TYP) LLIMIT OF PROP. A1,3 CONIC EXIST TREELINE TREELINE (TYP) MON TO REMAIN (TYP) 15.00 51.90 4.00 45.40 LANDS N/F OF Q o.00 EFF-JAY REALTY, LLC BK. 1676, PG. 73 0 O O SECTION 178.00 BLOCK 2 LOT 17.11 4.00 21.60 ZONE. GC-R WB-67 /G�4_rffWAYCDOffffL'RCXMRIIRAZf feet USE.- V,4C,4AIr Tractor Width : 8.00 Lock to Lock Time 6.0 Trailer Width 8.50 Steering Angle : 31.9 Tractor Track 8.00 Articulating Angle 75.0 Trailer Track 8.50 Turning Radius 44.80 DELIVERY �I IRUCK SPECIFICATIONS - ±377 LF 6' HIGH STOCKADE FENCING XIST CHAIN LINK FENCE TO REMAIN (TYP) LANDS N/F OF F.W. OF SARATOGA, INC. BK. 1099, PG. 477 SECTION 178.00 BLOCK 2 LOT 17.2 ZONE. GC-R /GAT�'W�4YCO�LIIYILRClfll RIlRAlf USE. FOUR WINDS OF SfIRfiTOGfl THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL NOTES ANY WORK PROPOSED WITHIN THE NYSDOT ROW WILL REQUIRE A PERMIT FROM NYSDOT. GC TO COORDINATE ALL PERMIT REQUIREMENTS WITH NYSDOT PRIOR TO CONSTRUCTION. 40 20 10 0 40 1 "= 40' Uj J m� C9 Z FR W W W 0) Z W 0 Z 5 Z (n V LU050 U W OZWWCn -W Cn Z>-(9~UW W Q = W Z Cn a Z F- Z N Z OZa Z O o= IN N > J H U W F U) REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENT COMMENTS SG SW 2 02/02/2024 CITY COMMENTS SG VR 3 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG VR 5 04/15/2024 CITY AND TIDE AKD COMMENTS SRW 6 05/03/2024 PRELIMINARY ISSUE AKD FOR CONSTRUCTION SRW Know WhMt below, Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NY8230191 DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11 /30/2023 CAD I.D.: NYB230191.00-SPPD-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC 1v PROPOSED DEVELOPMENT SEC. 178.00 - BLK 2 -PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518)438-9900 Fax: (518)438-0900 www.BohlerEngineering.com SHEET TITLE: SITE LAYOUT PLAN SHEET NUMBER: C=301 REVISION 6 - 05/03/2024 Know WhMt below, Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NY8230191 DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11 /30/2023 CAD I.D.: NYB230191.00-SPPD-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC 1v PROPOSED DEVELOPMENT SEC. 178.00 - BLK 2 -PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518)438-9900 Fax: (518)438-0900 www.BohlerEngineering.com SHEET TITLE: SITE LAYOUT PLAN SHEET NUMBER: C=301 REVISION 6 - 05/03/2024 LANDS N/F OF 3402 ROUTE 9, LLC INSTR. 2013-43252 SECTION 178.00 BLOCK 2 LOT 22 r BENCHMARK + H)D-NHOA t+ _ EYV _ J08.79 PR0PER7Y LINE AS PER r r 1' 306.95 F/LEO MAP REFERENCE NO. 2 INV = 304.40 306.85 1 307.94 ► o0 307.90 30817 + ► 307.83 308.71 1� 308.03 308 56 7fi�50F307_0_71, w Z 308 04 ` PROP. 60 LF - 24" HDP .► ' 307.67 307.67 S= 0.5% -cr 3�8- ��' ` .307.90 306.79 _ 1 307.50 308.83 308.37 307.58 T ^ TW 305.83 306 +^ 1 308.50 E B-2 ► INV = 304.00 1 308.49 308.42 307 306.80 306.77 30$ A 1.. 309 00 E E 308.77 308.47306.81 309. TP-8 ' o ! N _ 308.90 TW 308.90 W 306.80 BW 306.79 INVTW 309.00 I-8 1 = 304.27 308.60 309.00 BW 305.00 li B_1 TW 309.00 ,r 308.95 _ 308.02 I T T 309.00 I PROP. t 30 1 j G G 308.9 "BW305 .PAVILION + i 305.50 306. 00 309 00 (3,550 SF) ' PROP. 58 LF - 6"HDP r f r I -I TRENCH DRAIN PROP. 1.5' WIDE GRAVEL / r; + S= 4.91G FFE = 309.00 S o INV. = 304.50 DIAPHRAGM TO COLLECT 309.00 TC 308.85 PROP. 3.5' WIDE DRY SWALE o o S _ RUNOFF FROM SCUPPERS&: IN 303.67 BC308.52 ~�- 224 LF 6" PERF HDPE @ 0.5% IN 12" GRAVEL I TC=BC 308.81 COORD SCUPPER LOCATIONS (REFER TO DETAIL ON SHEET C-902) 308 309.00 WITH ARCH PLANS TC 308.84 309.00 PROP. CROSSING BC 308.51 ROOF DRAIN PROP. 309.00 INV 6" - 305.50 j f 309.00 INV = 306.50 ROOF DRAIN 308.97 ( TC 308.85 I BUILDING CROWN 8" = 304.57 307.93 ( INV = 305.90 BC 308.52 19, ) 950 SF 307.86 30 .55 309.00 ( ;1 E 308.01 rt'� 309,00 PARKING = 314 SPACES CPT 1 309.00 307.91 B-3 • j - FFE = 309.00 309.00 ,n 08.95 G.C. TO CONFIRM 2% 1 t I TC 30$.85 I ROOF DRAIN MAXIMUM SLOPE IN ALL BC 308.52 309.00 309.00 INV = 305.90 ROOF DRAIN DIRECTIONS ON OUTSIDE PROP. PEA GRAVEL ,, TC 308.61 309.00 DIAPHRAGM BC 308.28 INV = 306.50 309 00 PATIO AREA (2'W X 1451 X TD) 307.79 ! ! TC 308.56 307.77 ? BC 308.23 A i I 308.68 TC=BC 308.83 ROP. 212 LF - 6" PERF. s 777 HDPE IN STONE PROP. 13I LF - 6" PERF. PROP. ^o ii 1 h f S= 0.57% HDPE IN STONE PERGOLA M S= 1.83% G.C. TO CONFIRM 2% ROD. 187 LF - 6" PERF. (3,550 SF) F ' a MAXIMUM SLOPE IN ALL rHDPE IN STONE i n DIRECTIONS IN BIKE RACK = 0.65% t i AREA OOF DRAIN PROP, ACCESSIBLE ROUTE' GC TO ►I r M 307.46 307.45 i INV - 306.50 �) 308.20 ENSURE MAX 5% RUNNING SLOPE + �� ' I i B-5B"4 I ► I ' 0 309,00 I 308.26 & MAX. 2% CROSS SLOPE 1 `' 307.29 ° 306.30 1 f o0 309.00 307.35 i PROP. ACCESSIBLE ROUTE GC TO l ► 1307.30 ! ENSURE MAX 5% RUNNING SLOPE j INV = 303.75 I r°;" i 1 1, 1 307.40 307.65 308.64 308.14 & MAX. 2% CROSS SLOPE a PROP. 12" STANDPIPE M 1 f ; ii tr ELEV = 307.00 307.98 307.0+/- r. rr �' 307,25 INV = 302.80 7.32 IDGE LI 307.54 307,20 307.48 307.48 ME I I r i �) �• _' 307.21 III 11 1 1 1 I I I I 309 306.61 j < ` C __ __ _ 306.79 306.81 TC=BC 306.71 LANDS N/F OF F.W. OF SARATOGA, INC. BK. 1498, PG, 47 SECTION 178.00 BLOCK 2 LOT 23 F/LED MAP REFERENCE N©-. x-�RF o�I h 9' �y ----------------- f e S 85046'00" E 670 83' ' 307 306 306.47 306.39 301,17 316,31 306.24 306.24 306.56 306.29 306.21 306.10 306.09 305.98 305.97 306.07 r � 306 305.75 30571 305.68 "+ 307.95 307.55 C C Y e 305.50 71 04 66 INV = 304.70 PROP. VEGETATED � r► PROP OVERFLOW 307.11 1' 307.21 SPILLWAY 307.19 307.24 307.46 11 I I I I I I I I I I I f h 307.25 307.16 ELEV:307.25 307.15 307 - PROP. 45 LF - 24" HDP _ S=05► ; 1 3�� RP OP. 107 LF -12"HDP e /° 1 LANDS N/F OF F.W. OF SARATOGA, INC. BK. 1078, PG. 336 SECTION 178.00 BLOCK 2 LOT 11.1 - CONC MON TO LINK Ce �_ _ _ /:% ---------------- PROPER7Y L/NE AS PER / ..b MAP REFERENCE NO, 1 r ` ' r r I 1 `*$ t if; WE TT ,1 A D A PEA=Lo171.�1.� A Cd�E AA <4 Its tf+ 1 t I qJ304.50 304.51 r fi t AS IA7 cD ra fr r rj A,9 'iifr v PROP. 63 -12" HDPE ri ` S= 0.5% oM rf V INV = 302.00 "' ° a INV - 302.50 305.50 M I + rt r ,3 i 1 + p r t $ PROP. STORMWATER i { r 1 BASIN r BOTT. ELEV: 302.00 i 304.80 r r r' ►,TC 07.05 s 3 TC 306.27 TC 306.45 TC 306.07 S= 0.5% y 2 307.10 TC 307.10 306.38 ,SUb.tSU 306.71 TC 307.30 TC 307.15 TC 305.95 TC 306.25 TC 306.06 TC 305.95 x 1 307.30 306. -BC 306.55 BC 306.60 TC=BC 306.66 BC 306.80 BC 306.65 BC 305.45 BC 305.95 BC 305.77 BC 305.75 BC 305.57 BC 305.56 BC 305.45 307.27 306.66 ► ; 307.21 � TC 307.12 � � r' � TC 306.85 305.79 305.78 TC 305.84 TC 305.84 TC 305.84 TC 305.84 305.30 ' 1 307.1+/- BC 306.62 BC 306.35 TC 305.87 TC 305.85 BC 305.34 BC 305.34 BC 305.34 ME ► 306.39 306.39 306.38 306.39 306.39 306.40 BC 305.37 BC 305.35 BC 305.34 306.40 TC 306.95 i M 306.60 306.42 306.32 306.38 % G.C.TO ENSURE 2%MAX. 306.40 BC 306A5 305.35 305.34 ► ' v 306.46 TC 306.42 'LOPE IN ACCESSIBLE AREAS TP-6 ► , 306.79 306.17 BC 306.42 TC 306.42 306.02 305.61 305.47 305.12 305.12 305.03 305.02 INV = 303.65 M j 30 .39 306 BC 306.42 306.02 305 13 305.12 I-6 305,98 305.82 305.31 305.02 305.01 304.91 304.92 ► 305.45 306.17 305.81 305.04 305 305.01 _. o D INV = 302.30 M INV = 305. M M i1 1 ! a f t M t F PROP, INFILTRATION BASIN / rl BOTT BASIN = 30200 306 A r'if(1-i✓11£ tC L &6A ,v CD OF Lr07N' 4 ' 306 {, CONC, rr 1. YON D 305.00 BASE 3WIDE @ 0.6% PROP. 220 LF - 6 ERF. HDPE IN STONE M S= 0.55% TP- 35 I-4 19 - INV = 303.45 CD 307.12 0 306.94 +� 306.60 306.52 ! ¢ PROP. 783 LF - 8" PERF. H PE S= 0,32% 306.12 306.09 307 305.96 305.96 306 307 306.35It TP-5 306.21 I-5 304.94 304.91 304.91 304.80 304.81 305.61 305.61 305.30 305.79 304.95 306.70 _ 305.16 PROP. POROUS PROP. POROUS PROP. POROUS -3 PAVEMENT (TYP) PAVEMENT (TYP) gf' ' PAVEMENT( ie 306.63 0 306.35 305.27 / 305.26 305.15 305.14 304.87 304.86 304.73 304.71 304.62 304.61 „ 304. ,' /.� / / /°/• / /<� / J /"°�� % � /,/^ "�: / /° ./° / / ,;�-,:ems %° % /, °/° / / � / / /° .� / � r °i° ' /, ° • /f /° ,/^ / / /, °� % e ° .� / / /. °�_ /../ /, <. i .,� / `./° / / .is /• / /° °%^ /✓�/, °. 305.20 / �° / % - 305.08 305.07 ° ' �° / / / ✓ / - r r > 304.93 / °' ✓ %° / % ✓ / 304.79 °304.77 % y % ° / % / 304.64 304.63 ' �. % �° ' / % 304.50 " 304.48 l % Y . / 304.3� PROP.10'WIDE µa. r 304.92 OVERFLOW SPILLWAY PROP. SWALE ELEV:305.25 304 305 304 w 303 C.)304 304 a 305 305306 305 r �n3 u PROP. STONE CHECK DAM' rr LP 'TO ^ LP(TO P +! O REMAity � > , _ __. _ . _ v__ __a _ ¢ LANDS N/F OF ASPHALT ASPf4LT ;,:;R -1AiN) _._____- _a_e EFF-JAY REALTY, LLC LANDS N/F OF 5°M( '�,, -------- __�_.___ --..__ BK. 1676, PG. 73 3368 S BROADWAY HOTEL LLC SECTION 178.00 BLOCK 2 LOT 17.11 INSTR. 2022-31739 I SECTION 178.00 BLOCK 2 LOT 16 r ! 1 305.47 } 7 LEGEND B-1 BORING LOCATION TP-1 TEST PIT LOCATION 1.1 INFILTRATION TEST O CPT-1 CONE PENETRATION TEST NOTE: ALL LOCATIONS ARE APPROXIMATE. REFERENCE - REFER TO GEOTECHNICAL INVESTIGATION BY WHITESTONE ENVIRONMENTAL & GEOTECHNICAL ENGINEERS & CONSULTANTS PERFORMED: JANUARY 9, 2024 O M � M ' r [ r LANDS N/F OF j h= F.W. OF SARATOGA, INC. BK. 1099, PG. 477 u SECTION 178.00 BLOCK 2 LOT 17.2 r' PROP. 10'WIDE OVERFLOW SPILLWAY f ELEV: 302.90 i f r a d f 18" STANDPIPE WITH TRASH RACK RIM=302.80 j 3" ORIFICE INV=302.00 ROP. 40 - 18" HDPE i cz= 0 5°/ 0 30q INV=31:90 LOCATIONS OF ALL ROOF DRAINS TO INV-301.90 gE CONFIRMED WITH FINAL ANY WORK PROPOSED WITHIN THE NYSDOT ROW WILL REQUIRE A PERMIT FROM NYSDOT, GC TO COORDINATE ALL PERMIT REQUIREMENTS WITH NYSDOT PRIOR TO CONSTRUCTION. ARCHITECTURAL DRAWINGS I THIS PLAN TO BE UTILIZED FOR SITE GRADING AND DRAINAGE PURPOSES ONLY. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL GRADING & UTILITY NOTES 40 20 10 0 40 1 "= 40' O aw = 0 0 �a Ue o 0 z W a o W o Z Lu to o 0 H a/ W Z LZLJ H Z UJILu 'U 0 Z W W N> W w z � 0 LCU, . � � s pLi< Wz _j>zUWv)O =ft cl)=aQmC9i= Z U) W a Z H Op�IL Qom U Q 0 oQ�vFa Z-JOD�WZ a �z�aa 0.Q 0 J F_ o w U wm Lu F_ & oLL y 10 00Q o g 0 Im T REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENT COMMENTS SG SW 2 02/02/2024 CITY COMMENTS SG VR 3 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG VR 5 04/15/2024 CITY AND TDE AKD COMMENTS SRW 6 05/03/2024 PRELIMINARY ISSUE AKD FOR CONSTRUCTION SRW Knm v&at's eIOW. Cali before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11 /30/2023 CAD I.D.: NYB230191.00-SPPD-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC rrNY, LLC M PROPOSED DEVELOPMENT SEC. 178.00 - BILK 2 - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK BOHLERI 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518)438-0900 www.BohlerEngineering.com SHEET TITLE: GRADING & DRAINAGE PLAN SHEET NUMBER: C=401 REVISION 6 - 05/03/2024 t { ## I itt r f !t i r ; I PROP UNDERGROUND ELECTRIC, TELECOM SERVICE CONNECTION (TO BE 1 COORDINATED WITH UTILITY COMPANYi PRIOR TO THE START OF CONSTRUCTION) 1 ;I 1 PROP. 186 LF 8" DIP WATER SERVICE, MINIMUM S COVER. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL PLANS PRIOR TO THE START OF CONSTRUCTION. G.C. TO CONNECT PROPOSED UNDERGROUND GAS SERVICE TO EXISTING MAIN, CONTRACTOR TO COORDINATE SIZE AND TYPE OF SERVICE WITH UTILITY PROVIDER AND ARCHITECTURAL PLANS PRIOR TO THE START OF CONSTRUCTION ) PROP. TAPPING SLEEVE AND VALVE CONNECTION TO 8" CITY WATER MAIN. GC TO COORDINATE j CONNECTION WITH THE CITY OF SARATOGA SPRINGS PRIOR TO THE START OF CONSTRUCTION f j E I i fjJ ' c 13 t t ri it f t l tt I 41- I E i i T- 44 1411 iF— n Qt i •eh {d Ef Ej � �F � f �� { I i C441149Y ,5T09 } J 3 - r177 �t� t i t PROP LOCATION OF F( EXISTING 4" SANITARY WITP I ITH ITV rnnnPAN I GC TO COORDINATE WITH UTILITY COMPANY TO ENSURE OVERHEAD LINES ARE A MINIMUM OF 14' ABOVE FINISHED GRADE. PROP. FIRE DEPARTMENT PROP. SANITARY CONNECTION. GC TO TRIM HOLE COORDINATE WITH PROP.PUMP CHAMBER= 308.42 ARCHITECTURAL PLANS, RIM = 306.89 (IN) = 304.85 TOWN AND FIRE INV. (IN) = 303.81 (OUT) = 304.75 DEPARTMENT. INV (OUT) = 303.71 C C Y • • Y 1 _F •T f 0 u 47 LF - 6" r SC PVC ` @2.0% I 8 LF - 6" SDR-26 PVC @2.0% GC TO MAINTAIN MIN, 2' COVER OVER GAS LINE AND 5' COVER OVER WATER LINE AT PROP. SWALE I 5F'KIN(35 ANU SAKA I UIiA UUUN I Y HKIUK I U I Him START OF CONSTRUCTION) PROP. ELECTRIC TRANSFORMER ON CONC. PAD. SEE "TRANSFORMER NOTE" THIS SHEET PROP. ELECTRIC BACKUP GENERATOR ON CONC. PAD. _G PROP. WATER VALVE (TYP) 51 LF - 6" SDR-26 PVC @2.5% IPY ROP. BACKFLOW PROP. CLEANOUT ROTECTION TO BE MEP -FP ENGINE[ INV. = 306.00 38 LF - 6" SDR-26 PVC @2.0% PROP. PROP. SCHIERGREASE BUILDING INTERCEPTOR MODEL: GB-1500 (19,950 SF) RIM=308.50 PARKING = 314 SPACES INV. (O ) 305.20 GC TO COORDINATE SIZE AND LOCATIOP INV. (OUT) = 305.00 ALL UTILITY CONNECTIONS TO BUILDIf IWITH ARCHITECTURAL AND MEP PLAN PROP. 392 LF - 2" SDR-11 HDPE SANITARY FORCE MAIN LINE TO CONNECT TO EXISTING 4" FORCE MAIN LATERAL I I I I I I I I I I I I I I I I I I I I I I I I I I I I PROP, 123 LF OF 6" FIRE LINE PROR THRUST BLOCK (TYP) GC TO COORDINATE ALL UTILITY SERVICES TO PAVILION WITH ARCHITECTURAL AND MEP PLANS (TYP) PROP. PAVILION (3,550 SF) PERGOLA (3,550 SF) GC TO COORDINATE ALL UTILITY SERVICES TO PERGOLA WITH ARCHITECTURAL AND MEP PLANS (TYP) ANY WORK PROPOSED WITHIN THE NYSDOT ROW WILL REQUIRE A PERMIT FROM NYSDOT. GC TO COORDINATE ALL PERMIT REQUIREMENTS WITH NYSDOT PRIOR TO CONSTRUCTION. 1 1 TRANSFORMER NOTE: GC SHALL PROVIDE ALL APPURTENANCES IN ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS AND CARRY SAME IN BASE BID. APPURTENANCES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE CONCRETE PAD, SECONDARY SPILL CONTAINMENT AREAS (►F REQUIRED), BOLLARD / VEHICULAR PROTECTION, AND OTHER ITEMS AS MAYBE REQUIRED BY THE UTILITY PROVIDER FOR INSTALLATION OF THE TRANSFORMER. GC SHALL COORDINATE ALL ASPECTS OF INSTALLATION WITH UTILITY PROVIDER PRIOR TO ORDERING OF MATERIALS AND NOTIFY DESIGN ENGINEER OF ANY CONFLICTS IN WRITING. THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL GRADING &UTILITY NOTES 40 20 10 0 40 1 "= 40' z 2 W W W cn Z W 0 z 5 Z 0 U Wm W O z W W m j W ZW�cA W Q = W z ?X< F- cl) m m Q Z U) LJJ � Oo o--�� U z 9 U a l Q�IXZNaZ z Q > a � F- U LI.I F- cn REVISIONS 0 a� 00 a �o oI- Q� � U O � O 0 0 o� 0 ¢o REV DATE COMMENT DRAWN BY CHECKED BY SG 1 01/19/2024 CLIENT COMMENTS SW SG 2 02/02/2024 CITY COMMENTS VR SG 3 03/04/2024 CITY COMMENTS SW SG 4 03/20/2024 CITY COMMENTS VR CITY AND TIDE AKD 5 04/15/2024 COMMENTS SRW PRELIMINARY ISSUE AKD 6 05/03/2024 FOR CONSTRUCTION SRW i Knew what's below. Call befom you dig, ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11 /30/2023 CAD I.D.: NYB230191.00-SPPD-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC �r f PROPOSED DEVELOPMENT SEC. 178.00 - BILK 2 - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com NEW ■ SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-501 REVISION 6 - 05/03/2024 N SOIL RESTORATION REQUIREMENTS TYPE OF DISTURBANCE SOIL RESTORATION REQUIREMENT NO SOIL DISTURBANCE RESTORATION NOT PERMITTED MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED AREAS WHERE TOPSOIL IS HSG A&B: APPLY 6" OF TOPSOIL STRIPPED ONLY - NO HSG C&D: AERATE AND APPLY 6" OF TOPSOIL CHANGE IN GRADE AREAS OF CUT OR FILL HSG A&B: AERATE AND APPLY 6" OF TOPSOIL HSG C&D: APPLY FULL SOIL RESTORATION (SEE NOTES ON SHEET C-602) HEAVY TRAFFIC AREAS ON SITE APPLY FULL SOIL RESTORATION (DE -COMPACTION AND (ESPECIALLY IN A ZONE 5-25 FEET COMPOST ENHANCEMENT, PER CURRENT VERSION OF NYS DEC AROUND BUILDINGS BUT NOT DEEP RIPPING AND DECOMPACTION) WITHIN 5 FOOT PERIMETER AROUND FOUNDATION WALLS) AREAS WHERE RUNOFF RESTORATION NOT REQUIRED, BUT MAY BE REDUCTION AND OR INFILTRATION APPLIED TO ENHANCE THE REDUCTION PRACTICES ARE APPLIED SPECIFIED FOR APPROPRIATE PRACTICES. REDEVELOPMENT SOIL RESTORATION IS REQUIRED ON PROJECTS REDEVELOPMENT PROJECTS IN AREAS WHERE EXISTING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS AREA. PROP. STABILIZED (, TON ENOTRANCEIEIXIIT PROPERLY LINE AS PER FILEO MAP REFERENCE NO 2 CONCRETE WASHOUT LANDS N/F OF 3402 ROUTE 9, LLC INSTR. 2013-43252 SECTION 178.00 BLOCK 2 LOT 22 ZONE. GC-R /Gf1TI'Wf1YCO00l ff RCI4LRIlw4L) USE. SARI-rOGfl fffO/VD, 4 PROP. LIMIT OF WORK (TYP) o o a e a a E T i sE T T I PROP. -G G I PAVILION tN( - -.. I (3,550 SF) S 1 000 • PROP. BUILDING (19,950 SF) PARKING = 314 SPACES A I I PHASE 1 AREA ±4.84 ACRES` I777 PROP. IPERGOLA n (3,550 SF) � I f! I I I I I I I I V-1 I I I I < < a PHASE 2 AREA = 4.03 ACRES LANDS N/F OF I F.W. OF SARATOGA, INC. BK. 1078, PG. 336 SECTION 178.00 BLOCK 2 LOT 11.1 LANDS N/F OF F.W. OF SARATOGA, INC. I ZONE. GC-R BK. 1498, PG. 47 I /GATf"W�4lVCO0,WVffRCZMRCR,4Lj SECTION 178.00 BLOCK 2 LOT 23 USE. FOUR WINDS OF .S,4RfiTOG�1 ZONE.• GC-R /GATZ'W�sIYCO�ILIZRCIALRIlRAlI i USE. FOUR WINDS OF .SARATOGf1 I 0 CONSTRUCT SWALES AND BERMS --�� AS NEEDED TO CONVEY STORMWATER FROM DISTURBED AREAS TO TEMP. SETTLING BASIN. PROPERLY LINE AS PER F7LE0 MAP REFERENCE NO 2 CIRF PROPERLY LINE AS PER MAP REFERENCE NO I PROP, LIMIT OF WORK (TYP) I ♦ a` D ♦ PHASE3 ` AREA = ±0.99 ACRES cl ♦ ` � A! TEMPORARY SOIL STOCKPILE AREA SURROUNDED BY HAYBALES AND SILTFENCE ' � _100 / TEMPORARY SEDIMENT AREA OF DISTURBANCE= ±9.87 ACRES ° TEMPORARY STONE OUTLET ' ELEV = 303.80 INFILTRATION AREA NOT TO �� �•. /,� �� BE USED FOR TEMPORARY SEDIMENT TRAP (TYP) 1 CONSTRUCT SWALES AND BERMS AS NEEDED TO CONVEY r + d STORMWATER FROM DISTURBED PROP. SILTATION BARRIER (TYP AREAS TO TEMP. SETTLING BASIN. \ % / / �, % / / ✓ % / i �, % / - / / r�, % i / �, % / / s�, ,% Y. / /e % /, % / / rf, % / i /, % / :� �`, % / i' ✓ / r�, ! / % / / �, ' ° ! r�, i' / / / ✓, % }� / /, % - % / s�, ,� 9' i / % io a CHECK DAM TYP. PROP STONE C i °i"�/ / f� e/ e � �i Y e % e i` �� Yip % e � / Y Y ° / � l� Y a i / / Y e / a l %v ✓ / e � � <�°>� N'° she / tl � / Y e / p � � - % � ,,,'�,i / / ,� `�% ,� °�°y � of � / % {•y %� % ,� PHASE 1 [AREA = ±4.84 ACRES L_- L___j LANDS N/F OF 3368 S BROADWAY HOTEL LLC INSTR. 2022-31739 SECTION 178.00 BLOCK 2 LOT 16 ZONE. GC-R /GATZ'WAYC0ff, IRRCXMRCRAZj USE. HOO<LIZ'WO00 StY1 WS Sm)Y ■ i LP z GC TO SEEK 5-ACRE WAIVER FROM NYSDEC IF 5 ACRES OR MORE OF DISTURBANCE IS TO OCCUR AT ONE TIME. OTHERWISE, GC SHALL FOLLOW PHASED CONSTRUCTION AS NOTED ON THIS PLAN. MON LANDS N/F OF EFF-JAY REALTY, LLC BK. 1676, PG. 73 SECTION 178.00 BLOCK 2 LOT 17.11 ZONE.- GC-R /GfITI'W�IYC0ffffRRCIfIZRbR,M) USE. V,4CAN7' DISTURBED AREA AS PROPOSED SHALL NEVER EXCEED 5 ACRES IN SIZE AT ANY GIVEN TIME. CONSTRUCTION SEQUENCE THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED PHASE 0 w oa O o0 z_ �� W W W N Eo z F, W 0 z5zU) WC9gU�U� o= 0zWW��W wN ui z�OFLuLu xy z-2 I` W Q = W z J>zUW U)0 n :D M <CO zNEWz�F QOW ago U Z V 0 m 0 aQc=na� Na _j o ow U wm W o F U r ��//�� U LL 75 Z0 O �� 00 w 05 -Q 0 REVISIONS 1. ATTENDANCE OF PRE -CONSTRUCTION MEETING TOWN, DESIGN ENGINEER AND CERTIFIED DRAWN BY SWPPP INSPECTOR. REV DATE COMMENT CHECKED BY 2. INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE/EXIT AND GATED ACCESS (AS 1 01/19/2024 CLIENT COMMENTS SG SHOWN). SW 2 02/02/2024 CITY COMMENTS SG 3. INSTALLATION OF SILT FENCE (AS SHOWN). VR 3 03/04/2024 CITY COMMENTS SG 4. INSPECTION AND APPROVAL OF EROSION AND SEDIMENT CONTROL INSTALLATION AND SW PRACTICES BY THE CERTIFIED SWPPP INSPECTOR. SG 4 03l20/2024 CITY COMMENTS VR 5. INSTALLATION OF TEMPORARY SEDIMENT BASIN (AS SHOWN). CITY AND TIDE AKD 5 04/15/2024 COMMENTS SRW 6, GRADE SWALE ALONG SOUTHERN PROPERTY LINE, INSTALL STONE CHECK DAMS, SEED AND MULCH SWALE. 6 05/03/2024 PRELIMINARY ISSUE AKD FOR CONSTRUCTION SRW 7. INSTALLATION OF TEMPORARY SWALES AS NEEDED TO DIVERT ALL STORMWATER FROM DISTURBED AREAS TO PROPOSED TEMPORARY SEDIMENT TRAPS. 8. CLEARING AND GRUBBING AS REQUIRED FOR CONSTRUCTION. 9. DEMOLITION OF EXISTING SITE PAVEMENT AND AMENITIES (SEE DEMOLITION PLAN) 10. ADD STONE SUB -GRADE TO PARKING LOT STABILIZED AREA FOR STAGING AREA AND CONSTRUCTION TRAILERS. 11. EARTHWORK AND EXCAVATION/FILLING AS NECESSARY TO ACHIEVE ROUGH PARKING AND BUILDING PAD ELEVATIONS. 12. CONSTRUCTION OF UTILITIES Know vhatasbelow. 13. CONSTRUCTION AND STABILIZATION OF BUILDING PAD. Call before you dig, 14. CONSTRUCTION OF BUILDING ALWAYS CALL 811 It's fast. It's free. It's the law. 15. CONTRACTOR AND OWNER SHALL COORDINATE WITH SWPPP MONITORING PROFESSIONAL TO ENSURE PREVIOUSLY DISTURBED AREAS IN NORTH LOT ARE STABILIZED PRIOR TO ANY WORK COMMENCING ON THE SOUTHERN SIDE OF THE PROJECT SITE. PHASE II ISSUED FOR PERMIT 16. AFTER COMPLETING THE NORTH LOT, WORK WILL CONTINUE COUNTER CLOCKWISE DOWN THE THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY WEST PARKING LOT AND INTO THE SOUTH PARKING LOT AND AROUND THE EAST ROAD REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION INSTALLING STONE SUBGRADE STABILIZING AREA. DOCUMENT UNLESS INDICATED OTHERWISE. 17. REPEAT STEPS 7-12 AS NEEDED PROJECT No.: NYB230191 DRAWN BY: SAG/AKD 18. FOR THE POROUS PAVEMENT SECTIONS, SUBBASE WILL BE CONSTRUCTED WITH SELECT CHECKED BY: SRW MATERIALS, INCLUDING THE BOTTOM RESERVOIR LAYER TO THE TOP OF THE FILTER COURSE, DATE: 11 /30/2023 PLUS 2" OF ADDITIONAL FILTER COURSE MATERIAL AS OVERFILL. THIS SECTION IS SUITABLE CAD I.D.: NYB230191.00 SPPD-OA FOR CONSTRUCTION TRAFFIC AND STOCKPILING OF SOIL MATERIALS AS NEEDED. 19. WEEKLY VACUUMING OF STABILIZED ROADS, AT A MINIMUM, IS RECOMMENDED TO PREVENT PROJECT: TRACKING ONTO POROUS PAVEMENT. 20. INSTALLATN OFOOVPOROUS ERFILL, REGRADETPROPOSED SITE COMPACT INSPECT PER POROUS PAVEMENT SPECIFICATIONS ON SUBBASE CONSTRUCTION PLAN DOCUMENTS IF OVER -COMPACTION OF SUBBASE HAS OCCURED OR WHERE EROSION HAS CAUSED ACCUMULATION OF FINE MATERIALS, MATERIALS SHALL BE REMOVED AND/OR SCARIFIED TO A MINIMUM DEPTH OF 6" AND RETESTED FOR COMPACTION AND INFILTRATION PER SPECS. FOR INSTALL CHOKER COURSE AND BINDER COURSE PER DETAIL. TEMPORARY CONSTRUCTION FENCING WILL BE USED TO CLOSE POROUS PAVEMENT AREAS TO CONSTRUCTION TRAFFIC DURING PROJECT COMPLETION TH BC NY, LLC EROSION CONTROLS WILL BE USED AS NEEDED TO PREVENT RUN-ON TO THE POROUS PAVEMENT FINAL POROUS PAVEMENTS SHALL NOT BE PAVED UNTIL ADJACENT AREAS ARE STABILIZED. PHASE III PROPOSED LAWN AREA WILL BE COMPLETED AFTER THE PARKING LOTS ARE STABILIZED, WORK SHALL BE DEVELOPMENT PHASED TO STAY WITHIN 5 ACRE DISTURBANCE LIMIT. SEC. 178.00 - BILK 2 -PARCEL 15 -CONSTRUCTION OF ALL CURBING AND LANDSCAPE ISLANDS AS INDICATED ON THE PLANS SOUTH BROADWAY SPREAD TOPSOIL ON SLOPED AREAS AND SEED AND MULCH CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK -FINAL GRADING OF ALL SLOPED AREAS -PLACE 6" TOPSOIL ON SLOPES AFTER FINAL GRADING COMPLETED. FERTILIZE, SEED, AND MULCH SEED MIXTURE TO BE INSTALLED REQUIRED. BOHLERI -REMOVAL OF THE TEMPORARY SEDIMENT BASINS -PAVE PARKING LOT 17 COMPUTER DRIVE WEST -LANDSCAPING PER LANDSCAPING PLAN ALBANY, NY 12205 Phone: (518) 438-9900 -REMOVE EROSION CONTROLS AS DISTURBED AREAS BECOME STABILIZED TO 80% STABILIZATION OR Fax: (518) 438-0900 GREATER. WWW BOh1prFngjnimprlllg COm FINAL PHASING LIMITS TO BE COORDINATED WITH GC DURING BUILDING PERMIT SUBMISSION THIS PLAN TO BE UTILIZED FOR SITE SOIL AND EROSION CONTROL PURPOSES ONLY REFER TO SOIL EROSION CONTROL NOTES &DETAIL SHEET FOR EROSION NOTES AND DETAILS 40�2.0 10 0 40 1 "= 40' Hof NE;v •NAi•. Y R9al� �•• 1046; SHEET TITLE: SOIL EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER: C=601 REVISION 6 - 05/03/2024 EROSION AND SEDIMENT CONTROL NOTES GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL EROSION CONTROL MANUAL. NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A 2. EROSION CONTROL MEASURES MUST CONFORM TO THE STATE, LOCAL, AND FEDERAL GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION AT A MINIMUM, AREAS SHALL BE PERMANENTLY STABILIZED ACCORDING TO THE NEW YORK STATE STANDARDS AND CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (REFERRED TO AS THE "BLUE BOOK"), OR IN THE ABSENCE OF THE BLUE 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY±9,87 ACRES. BOOK, THEY SHALL BE PERMANENTLY STABILIZED WITHIN 14 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT- ATEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. 3. SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL GREATER THAN 8%. STOCKPILES. 4. INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER C. INSTALL FILTER FABRICDROP INLET PROTECTION STRUCTURES R T 0 LE P OTEC ON AROUND EACH DRAINAGE INLET AS DRAINAGE STRUC U ESA E INSTALLED TO REDUCE THE QUANTITY INSTALLATION, SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED FOR THIS SITE SUCH AS: AREA. 4.1. TEMPORARY SEDIMENT BASIN 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 4.2. CHECK DAMS 4.3. STABILIZED CONSTRUCTION ENTRANCE 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6 INCHES 4.4. TEMPORARY STOCKPILE OR HALF THE EROSION CONTROL BARRIER'S HEIGHT COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY 4.5. CONCRETE WASTE MANAGEMENT SILT FROM DROP INLET PROTECTION, 4.6. TEMPORARY SWALES 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION 8, THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES, TO PREVENT ANY, OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN INCLUDING THE INCIDENTAL, DISCHARGE OF SILT LADEN RUNOFF FROM EXITING THE SITE. DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROL 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING DEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES SHALL REMAIN IN PLACE AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE 6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1) UNLESS OTHERWISE INDICATED ON ESTABLISHMENT OF VEGETATION. THE PLANS. SLOPE PROTECTION FOR SLOPES GREATER THAN 2:1 SHALL BE DESIGNED BY A GEOTECHINCAL ENGINEER. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER 7. IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND RECOMMENDED SEEDING PERIOD. STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. 13, THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. LOCAL, STATE, AND FEDERAL STANDARDS. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO 10.1. SIX INCHES, OR DEPTH SPECIFIED ON THE LANDSCAPE PLAN, OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. SMOOTHED TO A UNIFORM SURFACE. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY 10.2. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF). 10.3. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED SOIL RESTORATION PROCEDURE, PER NYSDEC "BLUE BOOK": FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE -GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO ROUGH SF LAWN. QUALITY SOD MAY BE SUBSTITUTED FOR SEED WHERE SLOPES DO NOT EXCEED 2:1, SOD ON SLOPES STEEPER GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: THAN 3:1 SHOULD BE PEGGED. 10.4. STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO -APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. FOLLOWING SEEDING. A SUITABLE NON -TOXIC BINDER WILL BE USED ON STRAW MULCH FOR WIND CONTROL. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT -MOUNTED RIPPER, TRACTOR -MOUNTED DISC, OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS 70% STABILIZED. FOR EROSION CONTROL TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SUBSOILS. MEASURES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE MEASURES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 3. ROCK -PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 12. WETLANDS WILL BE PROTECTED WITH BARRIERS CONSISTING OF STRAW BALES, COMPOST TUBES, SILT FENCE OR A COMBINATION 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES. THEREOF. 5. VEGETATE AS REQUIRED BY APPROVED PLAN. 13, ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 3/8" METAL BAR 12 INCHES INTO THE SOIL JUST WITH BODY 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES WEIGHT. TILLING (STEP 2 ABOVE) SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED: INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. LOCATION MULCH MULCH RATE (1000 SF) COMPOST SPECIFICATIONS: PROTECTED AREA STRAW 100 POUNDS COMPOST SHALL BE AGED, FROM PLANT DERIVED MATERIALS, FREE OF VIABLE WEED SEEDS, HAVE NO VISIBLE FREE WATER OR DUST WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS PRODUCED WHEN HANDLING, PASS THROUGH A HALF INCH SCREEN AND HAVE A PH SUITABLE TO GROW DESIRED PLANTS WITH NO STRAW (ANCHORED)" 100 POUNDS OBJECTIONABLE ODORS. MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED MAINTENANCE: VELOCITY AREAS OR STEEP SLOPES GREATER A SIMPLE MAINTENANCE AGREEMENT SHOULD IDENTIFY WHERE SOIL RESTORATION IS APPLIED, WHERE NEWLY RESTORED AREAS THAN 3:1 ARE/CANNOT BE CLEARED, WHO THE RESPONSIBLE PARTIES ARE TO ENSURE THAT ROUTINE VEGETATION IMPROVEMENTS ARE MADE (I.E., THINNING, INVASIVE PLANT REMOVAL, ETC.). SOIL COMPOST AMENDMENTS WITHIN A FILTER STRIP OR GRASS CHANNEL SHOULD GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) BE LOCATED IN PUBLIC RIGHT OF WAY, OR WITHIN A DEDICATED STORMWATER OR DRAINAGE EASEMENT. A HYDRO -APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING, A SUITABLE NON -TOXIC BINDER SHALL FIRST YEAR MAINTENANCE OPERATIONS INCLUDES: BE USED TO ADDITIONAL WIND CONTROL. • INITIAL INSPECTIONS FOR THE FIRST SIX MONTHS (ONCE AFTER EACH STORM GREATER THAN HALF -INCH). MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT • RESEEDING TO REPAIR BARE OR ERODING AREAS TO ASSURE GRASS STABILIZATION DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. • WATER ONCE EVERY THREE DAYS FOR FIRST MONTH, AND THEN PROVIDE A HALF INCH OF WATER PER WEEK DURING FIRST 15. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE YEAR. IRRIGATION PLAN MAY BE ADJUSTED ACCORDING TO THE RAIN EVENT. ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. • FERTILIZATION MAY BE NEEDED IN THE FALL AFTER THE FIRST GROWING SEASON TO INCREASE PLANT VIGOR. 16, EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. ONGOING MAINTENANCE: 17. THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THE TWO POINTS HELP ENSURE LASTING RESULTS OF DECOMPACTION: CONTRACTOR'S RESPONSIBIITY TO OBTAIN AND PAY FOR THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. 1. PLANTING THE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN SOIL STRUCTURE. 18. THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. 2 KEEPING THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. CONSIDER PEDESTRIAN FOOTPATHS. THE CONTRACTOR MUST IMMEDIATEL PLACE CONSTRUCTION WASTE IN ON -SITE STORAGE CONTAINERS UNTIL THAT (SOMETIMES IT MAY BE NECESSARY TO DE -THATCH THE TURF EVERY FEW YEARS). CONSTRUCTION WASTE IS READY FOR OFF -SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION AND RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSY AVAILABLE ON -SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION AND RESPONSE PROCEDURES. 19. EROSION CONTROL NOTES DURING WINTER CONSTRUCTION 20. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 21. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT THE AMOUNT OF AREA OPEN AT ONE TIME IS MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE AND IN CONFORMANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN SUCH THAT STAPLES ADEQUATE PROVISIONS ARE EMPLOYED TO CONTROL STORMWATER RUNOFF. 2 PER BALE) PLYWOOD 48" X 24" BINDING WIRE PAINTED WHITE 22. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE 10 MIL PLASTIC AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL LINING STRAW BALE PROTECTION AS LISTED IN ITEM 2 ABOVE. ,, (SEE NOTE 6) o o BLACK LETTERS CONCRETE 23. AN AREA SHALL BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER NATIVE MATERIAL (OPTIONAL) WASHOUT MULCHED WITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT 0.5" LAG SCREWS SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. WOOD OR METAL STAKES (2 PER BALE) 24. FOR AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD EXCEEDING 14 DAYS BETWEEN THE DATES OF in WOOD POST 3" X 3" X 8' NOVEMBER 1 ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. THE SLOPES SHALL BE FINE GRADED AND EITHER SECTION A -A PROTECTED WITH MULCH OR TEMPORARILY SEEDED. IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN io MULCHED AS APPLICABLE. SLOPES SHALL NOT BE LEFT UNSTABILIZED OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASED 2 FOR MORE THAN 14 DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF SEDIMENT BARRIERS OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS. v CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) 1l8" DIA, STEEL WIRE 25. MULCHING REQUIREMENTS: 25.1. BETWEEN THE DATES OF NOVEMBER 1 ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH STAPLE DETAIL NETTING OR WOOD CELLULOSE FIBER. 25.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE NOTES: 10, EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%' 1. TEMPORARY CONCRETE WASHOUT FACILITIES (MIN.) 25.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1ST SHOULD BE LOCATED A MINIMUM OF 50 FT. FROM THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. STORM DRAIN INLETS. STAKE (TYP.) 26. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE STORMWATER PREVENTION PLAN. 2, ONCE CONCRETE WASTES ARE WASHED INTO THE - - DESIGNATED AREA AND ALLOWED TO HARDEN, THE 27. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO AND REMOVED, CONCRETE SHOULD BE BROKEN UP, U) A A DISPOSED OF OFF -SITE. CONTRACTOR TO DISPOSE w f f PLACEMENT. OF HARDENED CONCRETE ON A REGULAR BASIS. a 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED ] WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 4. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL, 5. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 6. STRAW BALE AND STAPLES MAY BE SUBSTITUTED WITH ALTERNATE SECURING MEASURES SUCH AS I:11W004 10 MIL PLASTIC LINING J BALE (TYP.) 1:3 MAXIMUM SLOPE CONSTRUCT SILT FENCE AROUND PERIMETER OF STOCKPILE TEMPORARY STOCKPILE NOTES: z_ 1. EXCAVATE A 6"x6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE N SITE. 2. UNROLL SILTATION FENCE AND POSITION I THE POSTS AGAINST THE BACK 12" MIN ._\ (DOWNSTREAM) WALL OF THE TRENCH (12" MAX. (NET SIDE AWAY FROM FLOW IN ROCKY DIRECTION). SOIL.) - 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCH BOTTOM. 4. LAY THE TOE -IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND AND PILING PROFILE EXISTING GROUND PLAN VIEW N.T.S. WOOD OR PLASTIC SLAT STAPLED 1-1/2" x 1-1/2" POST THROUGH FABRIC TO POST FABRIC -POST FILTER DETAIL OF POST ATTACHMENT FABRIC (PRE -ASSEMBLED PRIOR TO INSTALLATION) POST SLAT SLAT POST FILTER SILT FENCE (3' WIDE) BACKFILL FABRIC - FABRIC 6" BACKFILL FLOW MI mum: - NATIVE SOIL TOE -IN METHODS BACKFILL PERSPECTIVE OF FENCE TYP. SILTATION FENCE SEE CHART 1 PUBLIC R.O.W. TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND SEE CHART 1PUBLIC R.O.W. PUBLIC - UGHT OF WAY PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED COARSE GRAINED SOIL FINE GRAINED SOILS 0 TO 2% 50 FT 100 FT 2% TO 5% 100 FT 20OFT >5% ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1) (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. CHART 1 STABILIZED CONSTRUCTION ENTRANCE SEDIMENT BASIN #1 CALCULATION SEDIMENT BASIN 1 CONTRIBUTING AREA= ±8.0 ACRES REQUIRED LENGTH OF OUTLET= 4(DRAINAGE AREA) =4x8=32' MINIMUM WIDTH= 4' PROVIDED: 4'x32' OUTLET REQUIRED STORAGE= 3,600 CF PER ACRE OF CONTRIBUTING DRAINAGE AREA= 8(3,600)= 28,800 CF PROVIDED: 29,202+/- CF REQUIRED: SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO 1/2 THE ORIGINAL DESIGN CAPACITY DESIGN CAPACITY= 29,202 OF x 0.5= 14,601 CF SEDIMENT TRAP WILL REACH 1/2 DESIGN CAPACITY AT ELEVATION 302.52 ORIGINAL ELEVATION TO BE MARKED AND TRAP TO BE RESTORED TO ORIGINAL DIMENSIONS WHEN 1.52' OF SEDIMENT HAS ACCUMULATED N.T.S. N.T.S. NOTE: SEE SITE MAP FOR LOCATION OF CHECK DAM(S). n THE ELEVATION OF THE BOTTOM OF THE UPSTREAM BERM SHOULD BE EQUAL TO THE ELEVATION OF THE TOP OF THE SUCCEEDING DOWNSTREAM BERM. CHECK DAMS IN SWALE �A 2 ACRES OR LESS OF DRAI GEOTEXTILE FABRIC-/ I (CEC TO SPECIFY) (DOWNSTREAM VIEW) I -•- A 2%3" CLEAN STONE 2 1� / H TOP OF BANK tlgik �0 2 46 -� 1 H ELEVATION A SLOPE 2:1 OR FLATTER GEOTEXTILE (CEC TO SFL�i, �B (DOWNSTREAM VIEW) I -B 2%3" CLEAN STONE--, 2 FLOW 11 4 ROCK CHECK DAM STORAGE AREA r C MIN. .� D MIN. LEVEL NE TOP OF BANK RIPRAP ELEVATION B EXISTING GROUND SLOPE 2:1 OR FLATTER SWALE A SWALE B C 1' 1' D 4' 6' POSITIVE DRAINAGE: 0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY OUTLET AS REQUIRED SEE ITEM 8 BELOW. PLAN VIEW CONSTRUCTION SPECIFICATIONS 1. ALL TEMPORARY SWALES SHALL HAVE UNINTERRUPTED POSITIVE GRADE TO AN OUTLET. 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT TRAPPING DEVICE. 3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO AN UNDISTURBED STABILIZED AREA AT NON -EROSIVE VELOCITY, 4. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE SWALE, 5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT. 7. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE SWALE. 8. STABILIZATION SHALL BE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW: TYPE OF CHANNEL TREATMENT GRADE A(5 AC. OR LESS) B(5 AC -10AC) 1 0.5-3.0% SEED AND STRAW MULCH SEED AND STRAW MULCH 2 3.1-5.0% SEED AND STRAW MULCH SEED AND COVER USING RECP 3 5.1-8.0% SEED AND COVER WITH RECP LINED WITH 4-8" RIP -RAP OR GEOTEXTILE 4 8.1-20.% LINED WITH 4-8" RIP -RAP ENGINEERED DESIGN OR GEOTEXTILE 9. PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED AFTER EACH RAIN EVENT. TEMPORARY SWALE T MIN. 1' MIN. F MAX. L=4 X DRAINAGE AREA PROFILE N.T.S. N.T.S. z_ W Lu W N z u W C7 ZZU) z Lu a III > LLJ02 -U� a Z W Wcj)- Luz5-(fit=�Q_� p: W Q = W z co Z c g W a Z H 2 Z p O z 0 Z�0ch aLu a. < 5; J U W F N REV DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENT COMMENTS SG SW 2 02/02/2024 CITY COMMENTS SG VR 3 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG VR 5 04/15/2024 CITY AND TDE COMMENTS AKD I SRW 6 05/03/2024 PRELIMINARY ISSUE FOR CONSTRUCTION AKD SRW Know mftt`s WOW. Call before you dig, ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: SAG/AKD CHECKED BY: SRW DATE: 11 /30/2023 CAD I.D.: NYB230191.00-SPPD-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC 4 PROPOSED DEVELOPMENT SEC. 178.00 - BLK 2 - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 17 COMPUTER DRIVE WEST 4' MIN. ALBANY, NY 12205 2 2 Phone: (518) 438-9900 1 2 2 1 Fax: (518) 438-0900 WEIR CREST _ _ www.BohlerEngineering.com 2" STON OPTIONAL SMALL RIPRAR., �rfNE • •LR9i .. FILTER CLOTH 2' APRON • EXCAVATE FOR REQUIRED STORAGE SEE CALCULATIONS ABOVE CROSS SECTION �•• 1046 OPTION: A ONE FOOT LAYER OF 2" STONE MAY BE PLACED ON THE UPSTREAM SIDE OF THE RIPRAP IN0 ' • 'fir PLACE OF THE EMBEDDED FILTER CLOTH. FESSIO NOTES: 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED. SHEET TITLE: 2, THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS AND OTHER WOODY VEGETATION AS WELL AS OVER -SIZED STONES, ROCKS, SOIL EROSION ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL, THE EMBANKMENT SHALL BE COMPACT BY TRAVERSING WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED. 3. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. SEDIMENT 4, THE STONE USED IN THE OUTLET SHALL BE SMALL RIPRAP 4"-8" ALONG WITH A 1' THICKNESS OF 2" AGGREGATE PLACED ON THE UP -GRADE SIDE THE SMALL RIPRAP OR EMBEDDED FILTER CLOTH IN THE RIPRAP. CONTROL NOTES 5, SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO IT'S ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH TO THE TRAP. 6. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. & DETAILS 7. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IN MINIMIZED. 8. THE STRUCTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SHEET NUMBER: C=602 CONCRETE WASTE MANAGEMENT DETAIL N.T.S. t� STONE OUTLET SEDIMENT BASIN DETAIL N.T.S. REVISION 6 - 05/03/2024 G aw oa 0 R wo 0 CURB TRANSITION- SEE SITE PLAN FOR LENGTH FULL HEIGHT OF CURB FLUSH TO FULL HEIGHT OF CURB 30" z n' a N o 1/4" x 1/2" _G. PIN HD. BOLTS W Z W F- W LU Q � U 1l4" x 1l2" LG. PIN HD. BOLTS 1/4" x 1/2" LG. PIN HD. BOLTS WITH NUTS & LOCK WASHERS WITH NUTS &LOCK WASHERS Z W H Z co d. WITH NUTS & LOCK WASHERS o m 4 NO -f REEN LETTERS P"�^Vi„D a RED LEGEND �(Rry r R5 1 SIGN 30" z- H W% N Z (� W W �, W m a a 4 �, W HITE BACKGROUND WHITE BACKGROUND lily � TM� AZURE BLUE I IIY� WHITE LETTERS D� �O O R1-1 SIGN �WQm°WZ j w ZQ V m Q m 0 J Z U) Q Z� Q Z Q o NOTE: ALL LETTER AND o Z o SYMBOL SIZES SHALL BE IN CD WHITE BAR O RED BKGND o WHITE LETTERS M �WZFF_ Z U H- d ZJp°AWN Q m Z d Q J d Q D` J ~ QOW � z a o a0 a - � o ��������®� ���� ��d ���� N.T.S. o ACCORDANCE WITH THE 0m LATEST EDITION OF ANSI A 117.1 Lu RED CIRCLE V w m w > O p a REFER TO ARCH PLANS BY OTHERS m I I / O WHITE BACKGROUND W �- cn go z 6'-7" ¢ I I REFER TO ARCH PLANS BY OTHERS II O a �3 4 I I I 'I II o 0 O oU oQ II LJ � O 1l4" x 112" LG. PIN HD. BOLTS _ o 10 Ll w O 'o O o O WITH NUTS & LOCK > O WASHERS X/ X// X \/\\/\\�\/� 000 PSI CONCRETE FOOTING O 0 REVISIONS `0/�\\ /\\// oo 3000 PSI CONCRETE FOOTING 00 REV DATE COMMENT JDRA \\ \\ j/� #6 REBAR x 1'2" LONG EACH WAY THRU PIPE #6 REBAR x 17' LONG / EACH WAY THRU PIPE\�� 1 01/19/2024 CLIENT COMMENTS �� 2 02/02/2024 CITY COMMENTS SG VR DIA. 3 03/04/2024 CITY COMMENTS SW S_8" PAVEMENT MARKING, ARROW, TYPE 2 PAVEMENT MARKING, ARROW, TYPE 1 SG WHITE WHITE 4 03/20/2024 CITY COMMENTS VR (10.5 SQ. FT.) (AREA 12.0 SQ.FT.) -_ - _ - - -- - --- ---- --------- 5 04/15/2024 CITY AND TIDE AKD TYPICAL PAVEMENT MARKING DETAIL ACCESSUBE PARKING SIGN DETAIL 9DO NOT ESTER" SIGN 9D._1TO 9 D•._7/AGN COMMENTS SRW s 05/03/2024 PRELIMINARY ISSUE AKD SRW N.T.S. N.T.S. N.T.S. N.T.S. FOR CONSTRUCTION N.T.S. 1/8" RADIUS (TYP.) 1/8 SYRACUSE CASTING #4155 OR OPW 104-A OR PROPOSED 2' WIDE DETECTABLE WARNING STRIP 6" EQUAL FRAME AND COVER INSTALLED FLUSH 1/2" SEALER 1/8" RADIUS (TYP.) BEHIND FACE OF CURB/WALK CONSISTING OF RAISED TO GRADE (MARKED STORM) PREFORMED JOINT FILLER TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 `= _ INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A - - 6"x6"xW2.9x2.9 WWF � a CENTER -TO -CENTER SPACING OF NOMINAL 2.35 INCHES - x. AND SHALL CONTRAST VISUALLY WITH ADJOINING PROPOSED BUILDING CONCRETE TO BE RAISED FOR - o ,-�_ " 4,000 PSI AIR = SURFACES. THE MATERIAL USED TO PROVIDE CONTRAST PROPER WATER RUN OFF TxTCONC.COLLAR AROUND CLEANOUT ENTRAINED CONC. Knowwhaf be[E11lY. "ACCESSIBLE PARKING ONLY" ----�-__ ------y-- SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. S GENERAL CONTRACTOR TO PROVIDE 2 FOOT ARMOR -TILE D" 6" DIAMETER STEEL PIPE u j u (BROOM FINISH) 0 0 0 0 0 0 0 0 0 0 m O 0 O 0 0 0 0 0 0 O Call before you dig. 19, SIGN (IN ACCORDANCE WITH TRUNCATED DOMES EMBEDDED INTO THE CONCRETE OR FILLED wl CONC. PAINTED COMPACTED O O O O O 0 0 O 0 ALWAYS CALL 811 ADA GUIDE LINES - SEE 4" WIDE WHITE ACCESSIBLE PARKING SIGN STRIPING (TYP.) SIMILAR MATERIAL IN ACCORDANCE WITH THE OWNER'S REQUIREMENTS. ° BLACK AND EMBEDDED IN CONC. BASE o FINISHED GRADE GRAVEL BASE — It's fast. It's free. It's the law. o � -� �, DETAIL) 6" TRANSITION CURB (TYP.) / 31°l 9" (8" DIA. STEEL PIPE WHERE INDICATED) T _ COMPACTED S OQ�pNPX PROPOSED FACE BITUMINOUS JOIN _ = = _ —III—I SUBGRADE —III 4" WIDE AZUREN PROPOSED CONCRETE LANDING TO BE FLUSH WITH GRADE 20 �• M\N OF CURB/WALK �\ 6 PIPE AROUND o o O o o O X-TOP 00 �0 BLUE STRIPING (TYP.) NOTE: ALL PAVEMENT ° Liy� ••••••• TOP OF SLAB OR ASPHALT SECTION 6" C.O. ADAPTER CONTROL JOINT p� PERMIT ISSUED FOR STRIPING AND MARKINGS PAINTED (4" AZURE BLUE) --,,SHALL CONSIST OF �v • - ^ M\�" Q & PLUG 4,000 PSI AIR ENTRAINED CONC. (BROOM FINISH) ACCESSIBLE SYMBOL (SEE CHLORINATED RUBBER ACCESSIBLE PARKING PAINT APPLIED TO A DRY STALL PAINTING DETAIL SURFACE WHEN THE 12 �83°I0I S �s 1"" X MFi OPE S O S\ 4� M\� �• . • 0 • o •. 4" CRUSHED STONE BASE 6"x6"xW2.9x2.9 WWF FINISHED GRADES VARIES THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. TEMPERATURE IS GREATER 6-0' °> M • ',u 6"HDPE SEE PLAN PROJECT NO.: NYB230191 THAN 40°F. PAINT SHALL BE DRAWN BY: SAG/AKD APPLIED AT A MINIMUM OF • CHECKED BY: SRW 0.015" (15 MIL) FILM THICKNESS 3300 PSI CONCRETE o 118THBEND n�, v. . _ a DATE: 11/30/2023 •"._ 6"HDPE CAD I.D.: NYB230191.00-SPPD-OA F-O" 8'-0" 8'-0" PROPOSED FACE OF CURB/WALK q, . .. 4 CV Fo 0 I� III 0000000 PROJECT: O O O O � PROPOSED CONCRETE SIDEWALK FLOW —_ — — 0 GC OREFER TO GEOTECHNICAL REPORT _— 0 6„ PREPARED TERRACON CONSULTANTS, PROPOSED SITE T-6" III —III= I_ I 0 v O 0 DATED S2/08/1 FOTONSEMENT PLAN DOCUMENTS —III il`II- COMPACTED GRAVEL BASE (FOR SIDEWALK SLOPES LESS THAN 1:20 (5.0%) MAX.) - _ _ NOTES: FOR -III—III= 1. SEE SITE PLAN FOR WIDE AND GRADES 2. PROVIDE MINIMUM 1/8"/FT. CROSS -SLOPE NOTE: SLOPES OF ACCESSIBLE SPACES AND PARKING ACCESS AISLES SHALL NOT EXCEED 1:50 2.0% MAX. IN ANY DIRECTION. COMPACTED SUBGRADE 3, PROVIDE CONTROL JOINTS 5'- 0" O.C. MIN. T H BC NY, L LC (ARKIj 4. PROVIDE EXPANSION JOINTS 20'- 0" O.C. MIN. END SECTIONG �- CLEANOUT FRAME TO BE MINIMUM H-20 LOADING RATED. TO BE USED FOR BUILDING SURROUND AND OTHER CONCRETE WALKS. USE CHAIRS TO SUPPORT REINFORCING STEEL DURING POUR. j� %� & ACCESSUBLE STALL MARKINGS '�° j� j(� SLOPED WALK DETAIL CJleEAN®UT DETAIL MONOLITHIC C®N�. SIDEWALK DETAILS PROPOSED PARKING LOT STRIPING DETAIL N.T.S. N.T.S. DETAIL N.T.S. N.T.S. DEVELOPMENT SEC. 178.00 - BLK 2 - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS 12' 24" DIA. HEAVY DUTY FRAME &COVER FINISH GRADE 6" SARATOGA COUNTY, NEW YORK FINISH GRADE RIM ELEV.(SEE PLAN) (LABEL "DRAIN") 4" RADIUS 11" MAX,jI O BOHLERI I I I -I I I-1 I MORTAR ALL AROUNDI- J _ a BITUMINOUS WHITE PAINT TWO COURSES OF BRICK MASONRY 2'-0" o 17 D CONCRETE 17 COMPUTER DRIVE WEST (SEE SPEC BELOW) MINIMUM, FOUR MAXIMUM BED AT SURFACE COURSE ALBANY, NY 12205 FRAME AND BRICK WORK IN 3/8" MIN. TOP FULL MORTAR BED. _ _ _- � BITUMINOUS O O Ph: 518 438-9900 one ( ) BLUE REFLECTIVE =IIIIII-III O O CONCRETE BASE Fax: (518) 438-0900 PAINT WHERE PAINTED PRECAST REINFORCED 6" THICK O O 4 0= O O O O O O O O O C COURSE www.BohlerEngineering.com z ON PARKING SPACE CONCRETE CONE OR FLAT 8" -I O O O O O O O O O O C N THICK LID (WHERE BURIAL IS SHALLOW). O O O -III O GRAVEL BASE COURSE O. +I _ O O I-III_III=III= =o ALUMINUM OR PLASTIC COATED WROUGHT IRON STEPS @ 16"O.C• � Z III o 0 0 0 Fl I I I;, I l I 1=1 11=1 O O -I O O O O I N •� J' �� °•• E, Q'• • SNA L Ri 5„ 7",OR • NOTE: LOCATION 4'-0", 6'-0" OR 9 3l4" VARIES -I III III- • 8' MIN. OF STOP SIGN 12„R °�� 8' D" (SEE PLAN) PER I.D.) -III COMPACTED 6" 6' SUBGRADE a SHALL BE IN LINE TYP. WITH STOP BAR SEALANT (TYP) MIN. 7" MIN. w w o o�t�`•, PRECAST REINFORCED 2500 PSI CONC. INVERT TO BE zp 0o�$SIC�� 1p46 z NOTE: CONCRETE RISER POURED WHEN MANHOLE IS Q � FLOW ?v SECT.'S AS REQUIRED COMPLETED o DOUBLE WHITE LINE ALL PAVEMENT STRIPING AND MARKINGS (SEE SITE PLAN) NOTE: WHEELCHAIR SYMBOL PAINT SHALL CONFORM TO THE STRIPING m 6" (MIN. � o ) NOTE: 1. CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED EDGES TO HAVE SHALL CONSIST OF CHLORINATED RUBBER PAINT SPECIFIED AND SYMBOL SHALL c- cv RUBBED FINISH AND SURFACE SHALL BE TREATED WITH A CONCRETE PAINT APPLIED TO A DRY SURFACE WHEN BE CENTERED IN THE STALL PENETRANT/SEALER. SHEET TITLE: THE TEMPERATURE IS GREATER THAN . NON -SHRINK MORTAR @ PIPE 40°F. PAINT SHALL BE APPLIED AT A OPENINGS ALL AROUND co 2. THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH. MINIMUM OF 0.015" (15 MIL) FILM THICKNESS �� COUBGRADDE \ o �� 12" COMPACTED GRAVEL- �� aoB 3. THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN SIZE, COLOR DETAIL \� - AND FINISH. =1 I=1 1=1 1=1 1=1 11=1 1=1 1=1 11=1 1= SHEET 4. CURBS, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS CLOSELY AS POSSIBLE. NOTE: ALL STRUCTURES SHALL BE SUITABLE FOR H-20 LOADING AND SHALL MEET 5. EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET (20') ON THE REQUIREMENTS OF ASTM C478. CENTER USING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 1/2 INCH. SHEET NUMBER: C=901 _ ACCESSIBLE PARKING TYP, PRECAST CONCRETE 9 PC 9 � ST®13ADETAIL PECAST CONCRETE CURB DETAIL � STALL PAJlNTI��! ������ N.T.S. MANHOLE �� "RM DRAIN N.T.S. N.T.S. REVISION 6 - 05/03/2024 N.T.S. FINISHED GRADE SUBBASE FILTER FABRIC 2" FORCE MAIN (SCH 40 PVC) AFTER INSTALLATION LINE TO BE PRESSURE TESTED AT 100 PSI FOR A MIN. OF 2 HOURS, RESULTS F THIS SU S 0 S TEST TO BE PROVIDED IN WRITING TO THE DESIGN ENGINEER. PRESSURE TEST MUST BE WITNESSED BY CERTIFYING ENGINEER, 2" FORCE MAIN (SCH 40 PVC) FROM TIRE SHOP. 3'-0" CLEAN SAND BEDDING FORCE MAIN TRENCH DETAIL 6"-9" RIP RAP 7 W2 SEE PLAN P}y1 Onehe+) �},„„ Bach") \tinimtana RiHnket rhick- t� (inri:") & q fs 1 d 4 14 10 12 is _ 15 18 27 _ ,4 lj, 41 MINIMUM BLANKET THICKNESS FINAL \/\//\//\ _ BACKFILL \ Lu o m LU ui a ° INITIAL BACKFILL SPRINGLINE 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE HAUNCH BEDDING MIN. TRENCH WIDTH (SEE TABLE) SUITABLE FOUNDATION NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 , "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION. 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (7SOmm-900mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION, 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. HDPE STORM DRAINAGE N.T.S. TRENCH TOP OF RIP -RAP TO ELEV. OF PIPE CENTERLINE ON SIDE SLOPES OF INLET AND OUTLET CHANNEL 4" ± FLARED END SECTION (SEE DETAIL) S7Op� a SF�GRg07NG p<qN S MIN. PIPE % GEOTEXTILE SECTION z w CO BELOW RIP RAP v 1 FLARED END SECTION TO MATCH PIPE MATERIAL 1:2 MAX. min "OF STON LIGHT STONE FILLING (N.Y.S.D.O.T.ITEM N0.620.03) FILTER FABRIC MIRAFI 140 OR EQUAL PLEA I 1-- 11 1 11- orn CILLING 20.03) RECOMMENDED MIN. TRENCH WIDTH PIPE DIA. MIN. TRENCH WIDTH 6" 23" 8" 26„ 101, 28" 12" 30" 15" 34" 181, 39" 24" 48" 30" 56" 36" 64" 48" 80" 60" 96" FLARED END RIP IRA]U11 DETAIL � N.T.S. I FLARED END SECTION (FES) DETAILS INSPECTION PORT 6" PERVIOUS PAVEMENT SURFACE COURSE (SEE NOTE #1) (SEE NOTE #3) (SEE DETAIL) 2" CHOKER COURSE (CLEAN, WASHED, AASHTO NO. 57 BROKEN STONE) STORAGE BED (CLEAN, WASHED, OPEN GRADED E NOTE #2) N0. 2 BROKEN STONE) (SE .,.+t.• ` i.j.r .o��"J�.l.-l��`''i,1��/i'`ji'ls`(�r�.�`� F) TACK COAT PAVEMENT JOINT / STANDARD PAVEMENT /_ SECTION (SEE DETAILS) r WRAP FILTER FABRIC ALONG SIDES Es �I� I_ SL�I ' 302.00 UNCOMPACTED SUBGRADE 2' MIN. SEPARATION WIDTH VARIES ' TO SHWT (SEE DRAINAGE PLAN) 300.00 NOTES: 1. PERMEABLE ASPHALT SURFACE COURSE TO UTILIZE TWO 3-INCH LAYERS OF POROUS ASPHALT PER NYSDEC STANDARDS. PERMEABLE ASPHALT SURFACE COURSE TO HAVE 15-25% POROSITY. FOR PARKING AREAS, A POLYMER MODIFIED BINDER PG 64E-22 MUST BE USED. PERVIOUS PAVEMENT SURFACE COURSE TO HAVE MINIMUM TESTED INFILTRATION RATE OF 6.4 IN/HR (20 IN/HR IF USED FOR STORMWATER QUALITY CONTROL). 2. STORAGE BED AGGREGATE MUST BE PLACED IN LOOSE LIFTS NOT TO EXCEED 6 INCHES AND COMPACTED USING PLATE COMPACTORS PER NJ SWBMP MANUAL. 3. AT LEAST ONE INSPECTION PORT, WITH A REMOVABLE CAP, MUST BE PROVIDED IN THE STORAGE BED. THE INSPECTION PORT MUST BE PLACED AT LEAST 3 FEET FROM ANY EDGE & FLUSH WITH THE SURFACE OF THE SURFACE LAYER AND EXTEND DOWN 4 - 6 INCHES INTO THE STONE STORAGE BED, AND THE DEPTH OF RUNOFF FOR THE WATER QUALITY DESIGN STORM MUST BE MARKED ON EACH STRUCTURE. THE SIZE OF THE INSPECTION PORT MUST BE LARGE ENOUGH TO ALLOW FOR MAINTENANCE ACTIVITIES. 4. SEALANT, TOP COAT, AND OTHER TREATMENTS SHALL NOT BE USED ON THE PERVIOUS ASPHALT PAVEMENT COURSE. CONSTRUCTION MAY NOT TAKE PLACE DURING RAIN OR SNOW, NOR WHEN THE SUBSOIL IS FROZEN. 5. TESTING MUST BE PERFORMED ON THE SUBSOIL PRIOR TO THE PLACEMENT OF THE STONE STORAGE BED IN ACCORDANCE WITH NJ SWBMP MANUAL CHAPTER 12. WHERE AS -BUILT TESTING SHOWS A LONGER DRAIN TIME THAN DESIGNED, CORRECTIVE ACTION MAY BE REQUIRED. 6, PERVIOUS PAVEMENT AREA SHALL BE PROTECTED SEDIMENT -LADEN RUNOFF DURING CONSTRUCTION TO AVOID REDUCED POROSITY. 3" OF CLASS I BITUMINOUS CONCRETE BASE COURSE 12" GRANULAR SUBBASE COURSE NYSDOT ITEM 304.12 - TYPE 2 3" OF CLASS I BITUMINOUS CONCRETE PAVEMENT IN (2) 1-1/2" COURSES SAWCUTAT EDGE OF ROAD I HOT SEAL AT JOINT I VARIES -SEE SITE PLAN VARIES I" LIP �- I 6" I L PROPOSED DRIVEWAY -"II PAVEMENT(SEE PAVEMENT SECTION FOR DETAILS) - EXISTING FULL DEPTH ROADWAY PAVEMENT PER MDOT SPECIFICATIONS UNPAVED PAVED ,-6" TOPSOIL & SEED MATCH \\ / ;:•i�f,;;;e ..• :•..: •.; .:: } EXISTING �:•.°, ;, .... ;,ere;:. `';'e:; .:•y SELECT BA KFILL \�! SHEETING (IF REQ'D) TO BE CUT OFF j\\ / 5' MIN BELOW GROUND & 2' MIN \\ \/ ABOVE TOP OF PIPE BACKFILL WITH GRAVEL �\ \ BEDDING 12" OVER PIPE WHEN PVC PIPE IS USED \� BACKFILL WITH GRAVEL BEDDING TO MID -DIAMETER WHEN OTHER THAN PVC PIPE °u IS USED �p - \/WATER, j a, o °"�' •^ ° ^o o SEWER PIPE j /\ / HALF SECTION /\\%\, HALF SECTION IN EARTH W IN ROCK ANY SHEETING DRIVEN BELOW MID-DIA. (D+2' 3 MIN.) OF PIPE SHALL BE LEFT IN PLACE INSIDE FACE - OF MANHOLE MORTAR AFTER INSTALLATION AOBE STAINLESS STEEL BAND HOLDING GASKET 2"± PROJECTION INTO MH AT PIPE SPRINGLINE FLEXIBLE RUBBER SLEEVE STAINLESS STEEL BAND CLAMP NUMBER AND SIZE AS RECOMMENDED BY MANUFACTURER BASED ON PIPE SIZE INVERT TOP OF z_ BASE SLAB ri p ae. 7p STANDARD RUBBER a d PRECAS T CONCRETE o. A� GASKET PIPE JOINT BASE SECTION ' 3' MAX. G �w 0 od � wo o� Z U LL Y Z W ao W W N Z °o � � W <n w Z Z 5 Z N V W CD 2 0 u W U' zWW�LLJ-W Z 5--( ~ C) W � 5 W Q = W Z ?>Q�-j Q Zfn�W Z�F- wwW Oz�Q4L 0 a&,o 0Q�V�w 2a. Z�0Q =Wcl)Z > cj)<a Q iYZNa J 0- Q i J o ow U wm W VO r � �H a 00 p: a z REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENT COMMENTS SG SW 2 02/02/2024 CITY COMMENTS SG VR 3 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG _ VR 5 04/15/2024 CITY AND TIDE AKD COMMENTS SRW TYPICAL UTILITY TRENCH C®11RXED OR PRECAST HOLE TO MANHOLE 6 05/03/2024 PRELIMINARY ISSUE AKD SRW FOR CONSTRUCTION N.T.S. N.T.S. N.T.S. FRAME SHALL BE SET IN MORTAR BED 30" COVER SHALL BE 32" 0HEAVY DUTY FRAME &COVER 30" CLEAR OPENING C.I. WATERTIGHT AND PRECAST CONCRETE OR AS PROP. 4" PVC VENT LINE LOCKABLE APPROVED BY THE ENGINEER LeBARON LA - 248 - 1 OR APPROVED EQUAL, RIM ELEV. (SEE PLAN) (6" MAXIMUM) (LABEL " SEWER MANHOLE") (INSTALL A WATERTIGHT GASKET SEAL) FINISH GRADE 11 MAX, GRAVEL BASE (TYP) MORTAR ALL AROUND -_-_- 30" DIAM. - PRECAST CONCRETE ROOF SLAB ��"" ALL JOINTS TO ECCENTRIC 2'-O" ( BE WATERTIGHT a OPENINGQUARE PUMP RAIL Ke�ow vs belm TWP COURSES OF BRICK MASONRY �� SYSTEM Call etom You dig, MINIMUM, FOUR MAXIMUM, BED FRAME AND BITUMASTIC COATING 2" PVC TO FORCE MAIN -_ s BRICK WORK IN g" MIN FULL MORTAR BED 8" T T P ALL AROUND QUICK �. ° ALWAYS CALL 811 DISCONNECT o INLET' ALL JOINTS TO It's fast. It's free. It's the law. PRECAST REINFORCED CONCRETE CONE o WATERTIGHT JOINT BE WATERTIGHT JU M CONTRACTOR TO PROVIDE WEEP STEPS REQUIRED FOR HOLE TO ALLOW FORCE MAIN TO ALUMINUM OR PLASTIC COASTED STRUCTURES GREATER a DRAIN WROUGHT IRON STEPS @ 16" O.C. THAN 5-0" IN DEPTH z BUTYL ROPE ISSUED FOR PERMIT MANHOLE JOINT BUTYL RUBBER SEALANT (TYP.) PRECAST REINFORCE PROP. DUAL HYDROMATIC z CONCRETE MANHOLE HVS200MO-2-HP GRINGER SECTIONS, BY 5" 4'-0" 5" o WOODARDS OR °: 230V/3PHASE, BY EMMONS PUMP THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY CD c� APPROVED EQUAL 12" ° a . OR APPROVED EQUAL) , "^ REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. Lu W n e., MIN. a PROJECT No.: NYB230191 _ d ae _ ` �I PRECAST REINFORCED CONCRETE o I -III= DRAWN BY: SAG/AKD RISER SECT.'S AS REQUIRED C- ALARM ON �I I J I I -III CHECKED BY: SRW 2 u- PUMP ON - - - - -- - - - - DATE: 11 /30/2023 FLOW _ 0_-_-_-_-_-_-_-_ =111=III=III-III-III-III-III-III-III-III- 1=III-III 11=III=III=111- CAD LD.: NYB230191.00 SPPD-OA 0 24.3" 1 11-1 1=1 11-III=11 1-1 1=1 1=1 1=1 1-1 -I11-1 1=III 1 1=1 1=1 1- PROJECT: F- z COMPACTED SUBBASE (CRUSHED m -PUMP IS OFF STONE OR R.O.B. GRAVEL) OPTIONAL FILTER FLEXIBLE RUBBER GASKET IN 3" FABRIC (A.O.B.E.) MANHOLES@ OPENING FOR PIPES v PUMP &CONTROL NOTES: CONIC. . TANK THE PUMP STATION SHALL CONTAIN THE FOLLOWING EQUIPMENT: PROPOSED SITE �� 12" COMPACTED GRAVEL o ,- WNW- NOTE: ESTIMATED FLOAT SETTINGS ARE BASED 1. TWO (2) DUPLEX SUBMERSIBLE EFFLUENT PUMP BY HYDROMATIC MODEL: HVC200M3-2 2HP GRINDER OR APPROVED EQUAL ��� ON A 4' DIA. TANK MEASUREMENT 2• ONE (1) DUPLEX FLOAT BASED PUMP CONTROLLER BY METROPOLITAN MODEL: ION INTELLIPUMP, OR APPROVED EQUAL WITH PLAN DOCUMENTS 1- BRICK FLOW TROUGH - - - - - - - -,1 -III -III -III-) PUMP CONTROLS AND ALARM TO BE 3 FLOATS AND HIGH WATER AUDIO AND VISUAL ALARM (GC TO COORDINATE WITH OWNER AND PROJECT ARCHITECT FOR I I I-III-III-=1 = LOCATED INSIDE BUILDING LOCATION OF CONTROL PANEL TO BE MOUNTED IN BUILDING) COMPACTED SUBGRADE SEE ATTACHED DETAIL FOR 3. ONE (1) GUIDE RAIL KITS WITH VSST PIPE FOR RAILS AND SST LIFTING CHAIN BY CONERY OR APPROVED EQUAL FOR CONNECTION TO EXISTING SEWER PIPE 4. ONE (1) SST FLOAT BRAKET 5. THE CONTRACTOR SHALL INSURE THE PUMPS AND CONTROL SYSTEM ARE INSTALLED PER ALL MANUFACTURES EMMONS METRO, LLC SPECIFICATIONS AND RECOMMENDATIONS, CONFORMING TO LATEST NEC STANDARDS 453 NORTH PEARL STREET 6. TANK PUMPS AND ACCESSORIES TO BE ACCESSIBLE FROM GROUND LEVEL. T H B C NY, L L C NOTE: ALL STRUCTURES SHALL BE SUITABLE FOR H-20 LOADING ALBANY, NY 12204 7 EMMONDS METRO LLC OR APPROVED EQUAL SHALL BE CONSULTED FOR PUMP PURCHASE AND INSTALLATION. AND SHALL MEET THE REQUIREMENTS OF ASTM C478. DREW FOX PHONE: 518-807-7615 -- TYP° PRECAST CONCRETE BETE -4 9 PROPOSED N.T.S. SANITARY MANHOLE N.T.S. DEVELOPMENT SEC. 178.00 - BLK 2 - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK BIT. CONC. BINDER COURSE (LIGHT DUTY = 2") (HEAVY DUTY = 3 1/2") (NYSDOT 403.13 - TYPE 3) BIT. CON. TOP COURSE (LIGHT DUTY =1 1/2") (HEAVY DUTY = 1 1l2") (NYSDOT 403.18 - TYPE 6 OR 7) SUB -BASE COURSE (HEAVY DUTY AND LIGHT DUTY=10") (NYSDOT 304.13 - TYPE 4) MIFRAFI 50OX SYNTHETIC FABRIC UNDERDRAIN GC TO REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS. BASE COURSE (LIGHT DUTY=O") (HEAVY DUTY=6") (NYSDOT 304.13 - TYPE 2) � onl@] 0014:4 LE -1/2" ASPHALT CONCRETE TOP COURSE 17 COMPUTER DRIVE WEST NYSDOT ITEM 402LO98202 - 9.5 F2 H.M.A. ALBANY, NY 12205 2" ASPHALT CONCRETE BINDER Phone: (518) 438-9900 NYSDOT ITEM 402.198902 - 19 F9 H.M.A. Fax: (518) 438-0900 3" ASPHALT CONCRETE BASE COURSE www.BohlerEngineering.com NYSDOT ITEM 402.378902 - 37.5 F9 H.M.A. 12" GRANULAR SUBBASE COURSE ' ' ' NYSDOT ITEM 304.12 - TYPE 2 NOTES: 1. CONTRACTOR TO VERIFY PAVEMENT THICKNESS AND NYSDOT ITEM NUMBERS WITH DOT PRIOR TO ,<�ioF NEB, y BIDDING AND CONSTRUCTION. Q-• • 'SNA L R • • 2. NOT USED, 3. EXISTING PAVEMENT BEING REMOVED SHALL BE �# 9 06p REPLACED IN -KIND. ,f 9'q �� 4. PERMEABLE BASE COURSE SHALL BE REPLACED TO MATCH ADJACENT PAVEMENT TO REMAIN.' 5. TACK COAT BETWEEN ALL ASPHALT LAYERS. • • 1046 . COMPACTED APPROVED SUBBASE o�SS'IONP' SHEET TITLE: DETAIL SHEET SHEET NUMBER: C=902 1PJE'RVIO S PAV EM ENT SECTION N.T.S. D�IV EWAY CONSTRUCTION TYPICAL PAVEMENT SECTION NYSDOT TYPICAL PAVEMENT N.T.S. N.T.S. SECTION N.T.S. REVISION 6 - 05/03/2024 GRASS (TYP) 2:1 SIDE SLOPE BOTTOM WIDTH 2:1 SIDE SLOPE OR FLATTER VARIES (2' MIN., 8' MAX.) OR FLATTER ALL COLLARS, FRAMES, w POSTS AND FITTINGS WATER QUALITY SHALL BE PAINTED BLACK C9 Z_ a a GRASS (TYP) 3:1 SIDE SLOPE METAL COLLAR TO FIT >� 4" TOPSOIL AND OVER 6" DIA POST W W o g - SEEDING o o° D GREASE AREA BETWEEN Z W GRASS (TYP) TREX CAP POST &HINGE (� Z - 3:1 SIDE SLOPE O Z LU W> W 0 U U o o 0ZWWW jW w= - o z C4-III- 1 Z}0t= I- W Q = ❑ W o -1 III- METAL COLLAR TYP. WELD HYDRAULIC GREOASE FITTING DRILL AND TAP HOLE (TYP. 4 J>Z�W� OZ ❑ X Q IX N ❑ Q m O ~ w PERMEABLE SOIL DEPTH VARIES ( ) - =III- EXISTING SOIL BOTTOM COLLAR TO POST, PLACES) Z Q Z Q LU Z H < o W PER NRCS CLASS SM (NRCS, 1984) _ - (PERCOLATION RATE = 10 MIN/IN) - , 0 _-_ III -III -III -III I- OR EARTH FILL 3' 0" d BOLT TOP COLLAR 5/4"X6"TREX w 2 X 4 BOLTED TO FASTENED TO 2 X 4'S STEEL POSTS 0 Z Q (LQ o ®Q () d �00 a ' 0 o _ J Ito Z O � `a a - (TYP. OF 4) ❑ W PAINT POSTS W/ 6" DIA. CONCRETE J CL �(N a o I BENJAMIN MOORE FILLED STEEL POST > J I- 0 w FILTER FABRIC - 6" DIA. PERFORATED d STEEL PRIMER AND LUBLACK PAINT = U W w m o 0 UNDERDRAIN PIPE IN 12" GRAVEL JACKET 2 X 2 STEEL POSTS CORED = Q t INTO SLAB AT 4'4' O.C. 6" MIN. EMBEDMENT °° D � 00 o Q j��) DRY SWALE DETAIL N.T.S. V]�GE�CA�I°JJ�D SW�1�I�E DE�I°A�I�I� N.I�.S.S. 8" 4000 PSI CONCRETE SLAB °a p p ° ° a p z F- 10�X p' WITH #4 REBAR REINFORCING, o 12" O.C. EACH WAY, OVER 6 MIL v w LU m POLY. VAPOR BARRIER ON 12" o 0 COMPACTED GRAVEL BASE POURED CONCRETE r w REVISIONS = OVER COMPACTED SUBGRADE o m a o� D d LU 0 DRAWN BY o 0o v o REV DATE COMMENT CHECKED BY 12" Pgo 2°0 0 ° o. LU w SG MIN. a = 1 01/19/2024 CLIENT COMMENTS SW CL `D SG POSTS 0 8' O.C. MAX. #4 TOP 1'-6" 2 02/02/2024 CITY COMMENTS VR PERIMETER BAR SG SONO TUBE 6" DIA. CONCRETE FILLED 3 03/04/2024 CITY COMMENTS SW NOTES: 1. ALL WOOD MEMBERS OF TRASH CORRAL (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR) STEEL POST (TYP) 4 03/20/2024 CITY COMMENTS SG ARE TO BE PRESSURE TREATED, ALL VR FASTENERS ARE TO BE GALVANIZED. 17' EXPANSION JOINT � SPLIT WOOD RAIL TAPPING VALVE & BOX CITY AND TIDE AKD WITH TAPERED ENDS (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR) - _ _ N 5 04/15/2024 COMMENTS SRW 6 05/03/2024 PRELIMINARY ISSUE AKD 5/4" x 6 (TREX) WALL SLATS MOUNTED ON OUTSIDE (CONFIRM COLOR WITH ARCH.) 0 SRW a0 3/16" GAP (TYP) 2" ELECTRIC CONDUIT @ FOR CONSTRUCTION TAPPING VALVE & BOX TREX CAP TO DRAIN ABOVE FINISHED MIN. s" TOPSOIL `� GRADE -1 0 > SLOPE S FLOOR. CONCRETE THRUST BLOCK I d 4 N I I I 2,500 PSI CONCRETE I..°. III I '. ° 0 TO DRAIN o > LU w o U OR GROUT I SLOPE z 0 d UNDISTURBED MATERIAL a 8 o J d ° ° TOP OF SLAB/ PAVEMENT �/MIXED 2p3/4' CLEAN STONE . ER WITH FREEZE PROOF HOSE BIBB, -.., Iltnuw. INhBt'tir IiP.:i1W, TAPPING SLEEVE Call before you dig. ALWAYS CALL 811 NOTES: It's fast. It's free. It's the law. 1. POST AND RAILS TO BE UNTREATED CEDAR OR PRESSURE TREATED PINE OR EQUIVALENT. 2x4 HORIZONTAL 2. BACKFILL AND3 COMPACT 12" DEEP WITH 3/4" CLEAN STONE, PLACE IN 6" LIFTS. RAILS (TYP OF 4 ROWS EXISTING WATER MAIN EVENLY SPACED) ISSUED FOR PERMIT 3. PLACE 2,500 PSI CONCRETE OR GROUT AROUND THE POST UP TO BOTTOM OF THE TOPSOIL. STEEL ANGLE FRAME & DIAGONAL ALEMITE 1610-BL HYDRAULIC BRACES (GRIND WELDS AND GREASE FITTING (TYP. 4 PL) CORNERS SMOOTH, PAINT W/2 DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE CONNECTION W/ CITY OF SARATOGA DEPARTMENT OF PUBLIC WORKS ( ) COATS BLACK USTOLEUM) THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. 3/16" SPACING 1 N�PPLE WELDED TO PLATE PROJECT No.: NYB230191 5!4"x6" BOARDS TREX, BOLTED J COLLARS Q 2x4 HORIZONTAL RAIL DRAWN BY: SAG/AKD -- - - 0 FRAME) Q 3/4" CANE BOLT o v CHECKED BY: SRW POST AND SAIL FENCE TAPPING SLEEVE & GATE VALVE DETAIL 0 W/4"HOOK DATE: 11 /30/2023 CAD NYB230191.00-SPPD-OA N.T.S. �La N.T.S. I.D.: LATCH 1. PROJECT: SPECIFICATIONS 1/2" STEEL PLATE 5/4 x 6 WALL SLATS Notes: 137 1. 6" plain end inlet/outlet = o PROPOSED SITE 2. Unit weight - w/ cast iron covers: 1,290 lbs. (for wet weight add 27 41 1/2 41 1/2 27 N 12,525 lbs.) ® 112" BOLTS PLAN DOCUMENTS 3. Maximum operating temperature: 1500 F continuous TO FRAME 4. Capacities - Liquid: 1,500 gal.; Grease: 10,061 lbs. (1,379 gal.) @100GPM o a = FOR Grease: 9,446 lbs. (1,294 gal.) @200GPM o 6"oDIA GATEPOST Solids: 318 gal. o o �_PIPESIEEVES 5. Satisfies Miami DERM 99% efficiency requirements; retaining the A A (SEE DETAIL) TH BC NY, LLC following capacities at 99% efficiency: CRANE BOLTS 2x2 POST 9,897 lbs. (1,356 gal.) @100GPM 8,093 lbs. (1,109 gal.) @200GPM 73 51/64 6. For gravity drainage applications only. 7. Do not use for pressure applications. 8. Cover placement allows full access to tank for proper TRASH ENCLOSURE DETAIL PROPOSED maintenance. N.T.S. DEVELOPMENT 9. Vent not required unless per local code. o o I 10. Engineered inlet and outlet diffusers with inspection ports are SEC. 178.00 - BLK 2 - PARCEL 15 removable to inspect / clean piping. O 0 AS REQUIRED FOR SOUTH BROADWAY 11. Integral air relief / Anti -siphon / Sampling access. 1: 12 MAX. SLOPE CITY OF SARATOGA SPRINGS 30' MAXIMUM 12. Adjustable cover adapters provide up to 4" of additional height. Safety Star TOP VIEW SARATOGA COUNTY, NEW YORK 13. Designed for below -grade, above -grade, indoor or outdoor (COVERS REIROUE[7 FOFt-CLARITY) ISOMETRIC VIEW installations. 12" (MEASURED TO THE START OF 14. SafetyStar@, access restrictor built into each cover adapter, p to tanks THE INSIDE RETURN RADIUS) 12" (MEASURED IN THE START OF THE INSIDE 50%-65%BASE DIAMETER prevents accidental entry Adjustable adapters with (450 lb rating). pickable H-20 rated cast Vent opening RETURN RADIUS) (36" MIN OR WIDTH OF TRAVEL PATH AT CURB LINE) BOHLERI ENGINEER SPECIFICATION GUIDE iron covers Static Water Line between tank 1.6-2.41N. 0.651N. MIN. 0.2 TM Schier Great Basin grease interceptor model # 13 1/4 GB-1500 shall be lifetime guaranteed and made in compartments � B � of 6" outlet p z � 41 - 61 mm 16.5 mm 5 mm m 17 COMPUTER DRIVE WEST C E USA of seamless, molded polyethylene with of 6" inlet X X @ 0 0 0 0 0 0 0 1.6 - 2.4 IN. ALBANY NY 12205 minimum 7/16" uniform wall thickness. Interceptor 41 61 mm 1.4 shall be furnished for above or below -grade installation with MINIMUM DIAMETER = 1.25" 0 @ @ @ @ @ @ @ 0.9 IN. 0 23 -36 mm Phone: (518) 438-9900 adjustable cover adapter and Safety Star@ access Cn N 4" (MAX.) MAXIMUM DIAMETER = 1.50" Fax: (518) 438-0900 restrictor built into each cover adapter. This unit is certified 4" MAX. MAX. 1:12 SLOPE (MAX.) RAMP SURFACE @ @ @ @ @ @ @ @ ELEVATION (ENLARGED) @ www.BohlerEngineering.com for hydromechanical performance to ASME Al 12.14.3/CSA B481.1-2022 (Type D) as well as certified to 71 1/4 0 0 4 (MAX) @ @ @ @ @ @ @ @ NOTE: ANSI/CAN/IAPMO Z1001-2021 for gravity grease . 68 ® 1. TRUNCATED DOME SHALL CONTRAST VISUALLY WITH ADJOINING interceptors. Flow control not required. 58 53 56 @ @ @ @ @ @ @ @ SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. @ @ QF NE;V t�, for flow rate shall be 100 GPM or 200 GPM. Interceptor p g I - N 2. CONTRACTOR TO INSTALL DETECTABLE WARNINGS WHEN '� r HA � • S R9 Interceptor grease capacity shall be 10,061 lbs. Cover PROVIDE MAX 30" REVEAL/DROP HEIGHT TO GROUT POCKET - 6" TYP. @o @o @ @ @ @ @ © SIDEWALK INTERSECTS A HAZARDOUS VEHICULAR AREA. @ P' shall provide water/gas-tight seal and have minimum 16,000 lbs. load capacity. ADJACENT FINISHED GRADE (SEE NOTE #5) FINISHED GRADE (TYP.) 3. DOMES SHALL HAVE A BASE DIAMETER OF 0.9 IN (23 mm) MIN. TO 1.4 IN (36 mm) MAX, AND A TOP DIA. OF 50%TO 65%MAX. OF THE • ' EQUAL EQUAL - @ O O @ @ @ O O O @ BASE DIA. CERTIFIED PERFORMANCE 4. TRUNCATED DOMES SHALL HAVE A HEIGHT OF 0.2" (5.1 mm). (� �r� Great Basin TM hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME Engineered inlet and B Baffle Wall Opening SPECIFICATIONS: 1. RAMP AND HANDRAIL TO BE INSTALLED IN ACCORDANCE WITH SECTION 405 & 505 @ @ @ @ @ @ @ @ @ @ 5. TRUNCATED DOMES SHALL HAVE A CENTER TO CENTER SPACING OF 1.6 IN (41 mm) MIN. AND 2.4 IN. (61 mm) MAX. AND A •• �d' ./016• . Al12.14.3/CSA B481.1-2022 (Type D) grease interceptor outlet diffuser for fluid pass through SECTION B-B OF THE AMERICAN NATIONAL STANDARD- ICC/ANSI A117.1. @ @ @0 @ @ @ @0 @ @ @ BASE TO BASE SPACING OF 0.65 IN. (16.5 mm) MIN., MEASURED Q S�ONP standards and greatly exceed requirements for grease (see description) SECTION A -A 2. MATERIAL -1,25" OR 1.50" O.D. SCH 40 ALUMINUM OR STEEL PIPE. BETWEEN THE MOST ADJACENT DOMES ON THE GRID. separation and storage. They are compliant to the Uniform 3. FINISH - HARDCOAT BLACK ANODIZED OR SEMI GLOSS BLACK PAINTED. 5'-0" CLEAR WIDTH @ @ @ @ @ @ @ @ @ @ Plumbing Code and the International Plumbing Code. 4. ALL WELDS SHALL BE GROUND SMOOTH (UNLESS OTHERWISE 6" HOLD _ 5. APPROVED MANUFACTURERS -LOCAL FABRICATION OR CRANE VEYOR CORP (818) NOTED ON SITE PLAN) 442-1524 MODEL NO. C4300 OR MOULTRIE MFG. CO. (800) 841-8674 WESRAIL SYSTEM. TOP VIEW SHEET TITLE: ® Satisfies Miami DERM 99% efficiency requirements. Product labels are NOTES: couNrr permanently attached to inside and outside of unit for easy viewing. 1. RAMP SURFACE MAY NOT EXTEND INTO ANY PORTION OF THE PARKING SPACE OR ASSOCIATED STRIPED ISLAND. PUROK NON -SHRINKING SLEEVE FILLER TO DESIGNER: DETAIL 2. RAMPS, HANDRAILS & APPLICABLE SIGNAGE SHALL BE CONSTRUCTED IN EDGE OF NOTE MODEL NUMBER: PART NUMBER: 4085-001-01 S C H I E R ACCORDANCE WITH THE LATEST A.D.A. ACCESSIBILITY GUIDELINES. WALK 3. RAMP RUNS SHALL HAVE A MAXIMUM RISE OF 30" BEFORE A MIN. 5.0' x 5.0' LEVEL KIN SURFACE AND PAVEMENT ARE T SEPARATED BY IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY WHERE THE WALKING S NO SE R CURBS, RAILING OR OTHER ELEMENTS, THE BOUNDARY BETWEEN THE AREA SHALL BE DEFINED BY A CONTINUOUS DETECTABLE SHEET GB15 0 0 DESCRIPTION: 6455 Woodland Dr LANDING AREA PER A.D.A. ACCESSIBILITY GUIDELINES IS REQUIRED. 4. RAMPS & LANDINGS SHALL BE DESIGNED TO PREVENT WATER ACCUMULATION WITHIN WARNING WHICH IS MIN. 36" WIDE (ADA ACCESSIBLE GUIDELINES PRINTED 11-4-06) AND MIN. 24" DEPTH. GREASE INTERCEPTOR 100 GPM 11 / 200 GPM, 6 PLAIN Shawnee, 662185, SLOPE REQUIREMENTS OF A.D.A. ACCESSIBILITY GUIDELINES. INLET/OUTLET, H-20 RATED PICKABLE CAST IRON COVERS Tel: 913-951-3300 51 IN INSTANCES WHERE GROUT POCKET DETAIL PROPRIETARY AND CONFIDENTIAL Fax: 913-951-3399 FINISHED GRADE EXCEEDS OP,HNTERMEDATEV ERTROMRAILS SHALL BE INSTALLED IN SHEET NUMBER: THE INFORMATION THE SOLE PROPERTY OF SCHIER PRODUCTS. ANY REPRODUCTIOUCTIO IN CONTAINED DRAWING N N PART ORASA WHOLE WITHOUT schierproducts.com ACCORDANCE WITH APPLICABLE STATE BUILDING CODE. CLEAR SPACE BETWEEN VERTICALS SHALL BE LESS THAN 4-INCHES. C=903 THE WRITTEN PERMISSION OF SCHIER PRODUCTS IS PROHIBITED. DWG BY: T.ASAY DATE: 12/13/2022 REV: C ECO: 121423CS SCHI]H]IX G]RL\EASE INTERCEPTOR DETAIL HANDRAIL DETAIL TRUNCATED DOME PATTERN N.T.S. N.T.S. N.T.S. REVISION 6 - 05/03/2024 TABLE NY1-A BARRIER VEHICLE USE REQUIREMENTS (LONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) USE REQUIREMENTS4,5 NON -FREEWAY CLOSURE TYPE EXPOSURE CONDITIONI (PRECONSTRUCTION POSTED SPEED LIMIT) FREEWAY >- 45 MPH 35-40 MPH < 30 MPH WORKERS ON FOOT OR IN VEHICLES EXPOSED 3 REQUIRED 3 REQUIRED 3 REQUIRED 2 OPTIONAL TO TRAFFIC LANE CLOSURE NON -TRAVERSABLE HAZARD (IE. EQUIPMENT, MATERIALS, REQUIRED 3 REQUIRED 3 OPTIONAL 2 2 OPTIONAL EXCAVATION) ONLY NO WORKERS EXPOSED WORKERS ON FOOT OR IN VEHICLES EXPOSED 3 REQUIRED 3 REQUIRED 2 OPTIONAL 2 OPTIONAL TO TRAFFIC SHOULDER CLOSURE NON -TRAVERSABLE HAZARD (IE. EQUIPMENT, MATERIALS, REQUIRED 3 OPTIONAL 2 OPTIONAL 2 2 OPTIONAL EXCAVATION) ONLY NO WORKERS EXPOSED 1. THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NYI-A ASSUMES THERE IS NO POSITIVE PROTECTION (TEMPORARY TRAFFIC BARRIER) PRESENT. WHERE WORKERS OR HAZARDS ARE PROTECTED BY A TEMPORARY TRAFFIC BARRIER, BARRIER VEHICLES ARE NOT REQUIRED. 2. WHERE THE REQUIREMENT IS "OPTIONAL", EITHER A BARRIER VEHICLE OR THE STANDARD LONGITUDINAL BUFFER SPACE (TABLE 6C-2) SHALL BE PROVIDED. 3. REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHICLE FOR EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8' OR GREATER IN WIDTH. IF THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE BARRIER VEHICLE SHALL BE REPOSITIONED ACCORDINGLY. BARRIER VEHICLES PROTECTING NON-TRANSVERSABLE HAZARDS SHALL REMAIN IN PLACE DURING BOTH WORKING AND NON -WORKING HOURS UNTIL THE HAZARD NO LONGER EXISTS. EXCEPTIONS TO THESE REQUIREMENTS MAY BE MADE, AS APPROVED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE WHERE BARRIER VEHICLE PLACEMENT WOULD BE INEFFECTIVE OR WOULD INTERFERE WITH THE SAFE OPERATION OF TRAFFIC. 4. BARRIER VEHICLES ARE NOT REQUIRED FOR MILLING AND/OR PAVING OPERATIONS, BUT THE STANDARD LONGITUDINAL BUFFER SPACE (TABLE 6C-2) SHALL BE PROVIDED. 5. BARRIER VEHICLES ARE NOT REQUIRED FOR FLAGGING OPERATIONS, BUT THE STANDARD LONGITUDINAL BUFFER SPACE (TABLE6C-2) SHALL BE PROVIDED. TABLE NY1-13 SHADOW VEHICLE USE REQUIREMENTS (MOBILE CLOSURES) USE REQUIREMENTS NON -FREEWAY CLOSURE TYPE EXPOSURE CONDITION (PRECONSTRUCTION POSTED SPEED LIMIT) FREEWAY >- 45 MPH 35-40 MPH < 30 MPH LANE CLOSURE WHEN ANY WORKER, VEHICLE, OR OTHER HAZARD 2.4 REQUIRED 2.4 REQUIRED 2 4 REQUIRED 2,4 REQUIRED IS EXPOSED TO TRAFFIC SHOULDER CLOSURE WHEN ANY WORKER, VEHICLE, OR OTHER HAZARD 2 4 REQUIRED 2 4 REQUIRED 2 4 REQUIRED 2 4 REQUIRED IS EXPOSED TO TRAFFIC TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS SPEED LIMIT (MPH) (S) TAPER LENGTH (L) (FT.) L = W = S = TAPER LENGTH WIDTH OF OFFSET (FT.) PRECONSTRUCTION POSTED SPEED LIMIT (MPH) (40 MPH) OR LESS L = WS2 /60 (45 MPH) OR MORE L = WS STANDARD TAPER LENGTHS LATERAL SHIFT OF TRAFFIC TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LIMIT FLOW PATH (25 MPH) (30 MPH) (35 MPH) (40 MPH) (45 MPH) (50 MPH) (55 MPH) (60 MPH) (65 MPH) (70 MPH) 4 45 60 85 110 180 200 220 240 260 280 5 55 75 105 135 225 250 275 300 325 350 6 65 90 125 160 270 300 330 360 390 120 7 75 105 145 190 315 350 385 420 455 490 8 85 120 165 215 360 400 440 480 520 560 9 95 135 185 240 405 450 495 540 585 630 10 105 150 205 270 450 500 550 600 650 700 11 115 165 225 295 1 495 550 605 660 715 770 12 175 190 24.9 320 1 540 600 660 1 720 1 780 840 1. A MOBILE CLOSURE SHALL BE USED FOR ANY WORK ACTIVITY THAT MOVES CONTINUOUSLY OR INTERMITTENTLY ALONG THE TRAVELED WAY OR SHOULDER SLOWER THAN THE PREVAILING SPEED OF TRAFFIC. CHANNELIZING DEVICES ARE NOT USED FOR MOBILE CLOSURES. 2. SHADOW VEHICLES SHALL BE EQUIPPED WITH AN APPROVED REAR MOUNTED ATTENUATOR (TRUCK MOUNTED OR TRAILER MOUNTED) FOR THE FOLLOWING MOBILE CLOSURES: LANE CLOSURES ON FREEWAYS, LANE CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION POSTED SPEED LIMIT OF 35 MPH OR MORE, SHOULDER CLOSURES ON FREEWAYS, AND SHOULDER CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION SPEED LIMIT OF 45 MPH OR MORE. 3. FOR MOBILE LANE CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION POSTED SPEED LIMIT OF 30 MPH OR LESS AND MOBILE SHOULDER CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION SPEED LIMIT OF 40 MPH OR LESS, SHADOW VEHICLES ARE NOT REQUIRED TO BE EQUIPPED WITH A REAR MOUNTED ATTENUATOR. 4. A SHADOW VEHICLE IS USED TO PROTECT EXPOSED WORKERS (ON FOOT OR IN A VEHICLE) AND SHALL BE REQUIRED FOR ALL MOBILE CLOSURES. SHADOW VEHICLE REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE SHADOW VEHICLE FOR EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8' OR GREATER IN WIDTH. ADDITIONAL SHADOW VEHICLES MAY BE REQUIRED TO PROMOTE THE SAFE OPERATION OF TRAFFIC AND THE INCREASED PROTECTION OF EXPOSED WORKERS, AS DIRECTED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE. TABLE LONGITUDINAL 6C-2 BUFFER SPACE PRECONSTRUCTION POSTED SPEED LIMIT (MPH) DISTANCE 25 155 FT. 30 200 FT. 35 250 FT. 40 305 FT. 45 360 FT. 50 425 FT. 55 495 FT. 60 570 FT. 65 645 FT. TABLE NY2-A PLACEMENT DISTANCE FOR BARRIER VEHICLES PRECONSTRUCTION POSTED SPEED LIMIT (MPH) PLACEMENT DISTANCE (FT.) BARRIER VEHICLES - (18000 LBS.) (24000 LBS.) MINIMUM MAXIMUM MINIMUM MAXIMUM > 55 100 FT. 200 FT. 100 FT. 200 FT. 45 - 55 d85 100 FT. 200 FT. 85 FT. 165 FT. < 45 FT. 165 FT. 50 FT. 100 FT. + AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619: BARRIER VEHICLE - VEHICLE USED FOR STATIONARY SHOULDER CLOSURES, LANE CLOSURES, AND OTHER STATIONARY WORK ZONES. MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD DISTANCE FROM MANUFACTURER. TABLE NY2-B PLACEMENT DISTANCE FOR SHADOW VEHICLES PRECONSTRUCTION POSTED SPEED LIMIT (MPH) PLACEMENT DISTANCE (FT.) SHADOW VEHICLES* (18000 LBS.) (24000 LBS.) MINIMUM MAXIMUM MINIMUM MAXIMUM > 55 230 FT. 330 FT. 180 FT. 280 FT. 45 - 55 180 FT. 280 FT. 150 FT. 250 FT. < 45 100 FT. 200 FT. 100 FT. 200 FT. AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619: SHADOW VEHICLE - VEHICLE USED FOR MOBILE OR SHORT DURATION WORK OPERATIONS. MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD DISTANCE FROM MANUFACTURER. TABLE 6C-3 TAPER LENGTH FOR TEMPORARY TRAFFIC CONTROL ZONES TYPE OF TAPER TAPER LENGTH (L) MERGING TAPER L SHIFTING TAPER L/2 SHOULDER TAPER L/3 ONE -LANE, TWO-WAY TRAFFIC TAPER 100 FT. MAXIMUM DOWNSTREAM TAPER 100 FT. PER LANE TABLE 619-4 FLARE RATES FOR POSITIVE BARRIER TYPE OF POSITIVE BARRIER POSTED SPEED LIMIT 30 MPH 40 MPH 50 MPH 55 MPH 65 MPH TEMPORARY CONCRETE BARRIER 1:1 11:1 14:1 16:1 20:1 BOX BEAM OR HEAVY POST CORRUGATED BEAM 71 91 I1:1 121 1 15:1 TABLE NY6H-3 ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE BETWEEN SIGNS SIGN LEGEND A (FT.) B (FT.) C (FT.) XX YY URBAN (<- 30 MPH-) 100 100 100 AHEAD AHEAD URBAN (35-40 MPH-) 200 200 200 AHEAD AHEAD URBAN (>- 45 MPH-) 350 350 350 1000 FT. AHEAD RURAL 500 500 500 1500 FT. 1000 FT. EXPRESSWAY / FREEWAY 1000 1500 2640 1 MILE /, MILE • PRECONSTRUCTION POSTED SPEED LIMIT URBAN: (MEETS MORE THAN 1 OF THE FOLLOWING CRITERIA) SIDEWALKS, BICYCLE USAGE, CURBING, CLOSED DRAINAGE SYSTEMS, DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER MILE, MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS PER MILE OR GREATER, MAJOR COMMERCIAL DRIVEWAYS, NUMEROUS RIGHT OF WAY CONSTRAINTS, HIGH DENSITY OF CROSS STREETS, 85TH PERCENTILE SPEEDS OF 45 MPH OR LESS. RURAL: ANY AREA NOT EXHIBITING MORE THAN ONE OF THE ABOVE CHARACTERISTICS. EXPRESSWAY: DIVIDED HIGHWAYS FOR TRAFFIC WITH FULL OR PARTIAL CONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS. FREEWAYS/INTERSTATE: LOCAL OR INTER REGIONAL HIGH-SPEED, DIVIDED, HIGH -VOLUME FACILITIES WITH FULL OR PARTIAL CONTROL OF ACCESS. WORK DURATION DEFINITIONS LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE THAN 3 CONSECUTIVE DAYS. INTERMEDIATE -TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAN I HOUR. SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION FOR MORE THAN I HOUR WITHIN A SINGLE DAYLIGHT PERIOD, SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR. MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY. EFFECTIVE DATE: 01/08/09 O O O O SHOULDER TRAVEL LANE TRAVEL LANE L� TRAVEL LANE 11' MIN. CHANNELIZING DEVICES (SEE NOTE 4) (SEE NOTE 2) SHOULDER F 500' 1000' 1500' 1000' SHOULDER PLACEMENT TAPER (L/31 BARRIER DISTANCE (SEE NOTE B) 100' 500' (SEE TABLE VEHICLE EE TABL DOWN MAXIMUM 6H-4 FOR L) NY2-A) STREAM i�B1sE suseENa� ROAD HT RIGHT BARRIER (SEE OR VEHICLE SET-UP NOTE 5) TAPER END ROADa� AFTER TOW ZMff WORK LDERWm <SHSED SHOULDER BUFFER SPACE G20-2 (SEE TABLE 6C-2 AND NOTE 3) AHEAD EA® CLOSED TICKETS N ilt7-11 �/' W20-1 SHOULDER TRAVEL LANE 4 3 0 O TRAVEL LANE Z o N TRAVEL LANE U 0 SHOULDER N&41 W21-5bR W21-5aR N s W7-3a (SEE NOTE 6) II' MIN, (SEE NOTE 2) SHOULDER CLOSURE SHORT OR INTERMEDIATE TERM STATIONARY EXPRESSWAY / FREEWAY (NOT TO SCALE) m. 500' 1000' 1500' 1000, SHOULDER TAPER (L/3) (SEE TABLE GH-4 FOR L) UCMEsuspEwo RIGHT AM TOW ROAD SHOULDER RIGHT woalt zm€ WORK SHOULDER CLOSED TICKETS AHEAD AHEAD CLOSED NYR9-11 W20-1 W21-5bR W21-5aR NeXT XX MILES W7-3a SHOULDER CLOSURE (SEE NOTE 6) LONG TERM STATIONARY EXPRESSWAY / FREEWAY (NOT TO SCALE) FOR LIGHTING OF TEMPORARY CONCRETE BARRIER (SEE REQUIREMENTS IN STANDARD SPECIFICATION SECTION 619) TEMPORARY CONCRETE BARRIER (SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES" - TABLE 619-4, FOR FLARE RATES) (SEE NOTE 7) TAPERED END SECTION OR TEMPORARY IMPACT ATTENUATOR (SEE REQUIREMENTS IN STANDARD SPECIFICATION SECTION 619) WORK ZONE TRAFFIC CONTROL LEGEND SYMBOL DESCRIPTION 0 ARROW PANEL 0 ARROW PANEL, CAUTION MODE ARROW PANEL TRAILER OR SUPPORT F—I CHANGEABLE MESSAGE SIGN (PVMS) CHANNELIZING DEVICE ® CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR Lam,, DIRECTION OF TEMPORARY TRAFFIC DETOUR => DIRECTION OF TRAFFIC ■®_0 FLAGGER FLAG TREE O- --O LUMINAIRE PAVEMEN\\"\ HAT SHALL BE REMOVED TFOR RAILONG NGS TTERM PROJECT F SIGN, TEMPORARY TEMPORARY BARRIER o ® TEMPORARY BARRIER WITH WARNING LIGHTS c_ TRAFFIC OR PEDESTRIAN SIGNAL ® TYPE III BARRICADE g WARNING LIGHTS WORK SPACE WORK VEHICLE WORK VEHICLE WITH TRUCK MOUNTED ATTENUATOR STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SHEET WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES APPROVED SEPTEMBER 18, 2008 ISSUED UNDER EB 08-036 /S/ DAVID J. CLEMENTS, P.E. DIRECTOR, OFFICE OF 619-11 TRAFFIC SAFETY AND MOBILITY w J O m W co -M W Z 5 Z cp U W H 0 W > j0mu—L)W Z W W(j) i W i! > Z U W Lu N Z 'J 0 �wQZla— Ng zP �CL a�0N2a 0 0 = W z C wzU)IL CL J REVISIONS REV I DATE DRAWN BY COMMENT ,,,,_,,,,_,,.,,, 1 01/19/2024 CLIENTCOMMENTS SG SW 2 02/02/2024 CITY COMMENTS SG VR 3 03/04/2024 CITY COMMENTS SG SW 4 03/20/2024 CITY COMMENTS SG VR 5 04/15/2024 CITY AND TOE COMMENTS AKD SRW 6 05/03/2024 PRELIMINARY ISSUE FOR CONSTRUCTION AKD SRW NOTES: ISSUED FOR PERMIT 1. LEFT SHOULDER CLOSURES ARE SYMMETRICAL. SUBSTITUTE LEFT SHOULDER CLOSED AHEAD SIGN (W21-5bL) AND LEFT SHOULDER CLOSED SIGN (21-5aU FOR RIGHT SHOULDER CLOSED SIGNS (W21-5bR AND W21-5aR). THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY 2. WHEN THE MINIMUM LANE WIDTH OF 11' CANNOT BE MAINTAINED DUE TO A SHOULDER CLOSURE, USE THE DETAILS FOR SHORT, INTERMEDIATE, OR REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. LONG TERM, STATIONARY SINGLE LANE CLOSURES. 3, NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. PROJECT No.: NYB230191 DRAWN BY: SAG/AKD CHECKED BY: SRW 4. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPACE. DATE: 11/30/2023 CAD I.D.: NYB230191.00-SPPD-OA 5. FOR SHADOW VEHICLE USE REQUIREMENTS SEE TABLES NY1-B AND NY2-B ON THE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES". PROJECT: 6. THE "NEXT X MILE" SUPPLEMENTAL SIGN (W7-3a) IS REQUIRED WHEN THE SHOULDER IS CLOSED FOR A DISTANCE GREATER THAN 2 MILES. 7. THE TEMPORARY CONCRETE BARRIER SHALL NOT BE PLACED ALONG THE PROPOSED SITE MERGING TAPER. THE SHOULDER SHALL BE CLOSED USING CHANNELIZING DEVICES. 8. TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD PLAN DOCUMENTS SPECIFICATIONS) WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500'. FOR THBC NY, LLC 4 PROPOSED DEVELOPMENT SEC. 178.00 - BLK 2 - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK BOHLERI FNTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL GENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER DES USED IN THIS DRAWING. END _ ROAD WORK STATE OF NEW YORK G20-2 DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SHEET SHOULDER CLOSURE EXPRESSWAY / FREEWAY APPROVED SEPTEMBER 18, 2008 ISSUED UNDER EB 08-036 /S/ DAVID J. CLEMENTS, P.E. EFFECTIVE DATE: Ol/08/09 DIRECTOR, OFFICE OF 619-22 TRAFFIC SAFETY AND MOBILITY 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com �pF NEW 1046 SHEET TITLE: TRAFFIC CONTROL PLAN SHEET NUMBER: C=904 a REVISION 6 - 05/03/2024 7 II I I N li I j lr� , I 'II I! , I, I, I I it j I i li II i i I Ij �t + I I ! j jj I + I I� I I it '� j , y I if, �I I ii �j I ' I. 1 I I t I f I it I II C i j V I j 1 j I I I I 11 I I ' u uitj l j i I ji I •r 'I I I j I i , I • I ,r I I r I I I , I it If + jp ----- j f' r I • It I I li � i 11 1 � I l llr m I s AL WON i LAYOUT LEGEND LAYOUT ELEMENTS SYMBOL DESCRIPTION POB o POINT OF BEGINNING DIMENSION R6.4' RADIUS CENTERLINE VERIFY DIMENSION IN FIELD VIF EQ EQUAL LANDSCAPE PLANS TO BE READ IN CONJUNCTION WITH NOTES, DETAILS AND SPECIFICATIONS i 40 ! 20 10 0 40 1 "= 40' a Z R W LU W fn Z W Z W H Z W> U' Z W W � > W 25-0—amm H W Q= W Z j>?u-j cl) < � Z IllLLJ 00mZ Va °a�cnN�cn (L < 9 > —J 1— U W 0) REVISIONS REV DATE COMMENT 1 01/19/2024 CLIENT COMMENTS 2 02/02/2024 CITY COMMENTS Imm 3 03/04/2024 CITY COMMENTS 4 03/21/2024 CITY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: DT / JK CHECKED BY: MM / JE DATE: 03/19/2024 CAD I.D.: NYB230191.00-LSCP-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC PROPOSED DEVELOPMENT SEC. 178.00 - BLK - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518)438-0900 www.BohlerEngineering.com SHEET TITLE: LAYOUT PLAN SHEET NUMBER: Lml 00 REVISION 4 - 03/21/2024 PROP. CONCRETE PATH TO TIE INTO EXISTING, TYP. PROP. NATIVE TREE PLANTING, TYP. L-SC i � I PROP. NATIVE MEADOW SEED MIX, TYP. L-5o3 PROP. 18" GRAVEL MAINTENANCE it STRIP ADJACENT BUILDING, TYP. L-503 I j i I l I II { 9 PROP. SEEDED LAWN, TYP. L-503 to PROP. MONUMENT SIGN p REFER TO ARCHITECTURAL I PROP. (2) TIMBER BENCH, TYP L-5o2 I I: PROR SHRUB 4 L 503 PLANTING, TYP �II PROP. STORMWATER ' +% �I BASIN SEED MIX, TYP. L-503 - ++i + + + I I if ++ ji 1 + t jl , ; + + II � a I ,- jIf + + Q + I + + + + + t +• I + + fit -41 I d I i I I I „ I I if I j " LANDSOF BROADWAY HOTEL INSTIR, SECTION 178.00 BLOCK 2 LOT 1i LANDS N/F OF 3402 ROUTE 9, LLC I NSTR. 2013-43252 SECTION 178.00 BLOCK 2 LOT 22 LANDS N/F OF F.W. OF SARAT"OGA, INC. BK. 1498, PG, 47 SECTION 178,00 BLOCK 2 LOT 23 PROP. VINYL FENCE TO REPLACE EXISTING CHAIN LINK AND TIE INTO AND MATCH EXISTING VINYL FENCE —`--LANDS N/F OF EFF-JAY REALTY, LLC BK. 1676, PG. 73 SECTION 178.00 BLOCK 2 LOT 17.11 LANDS N/F OF F. W. OF SARATOGA BK, 1078, PG. 33 SECTION 178,00 BLOCK, MATERIALS LEGEND MATERIAL DETAILS KEY GRAPHIC DESCRIPTION e L-503 SEEDED LAWN + + + + + +++++ STORMWATER BASIN SEED MIX +++++ + 9 L-503 NATIVE MEADOW SEED MIX SEE CIVIL . e P "r CONCRETE PAVING z L-501 ~ STAMPED CONCRETE PAVING 1 L-501 SYNTHETIC TURF 11 L-503 18" WIDE GRAVEL MAINTENANCE STRIP a / L-501 STRING LIGHT POST e L-so1 LIGHT BOLLARD SEE CIVIL TIMBER TRASH BIN ENCLOSURE q L-502 ® TIMBER PLATFORM 6 L-502 TIMBER PLATFORM WITH SWING L-sol N STAMPED CONCRETE PAD 1 L-502 ® TRASH RECEPTACLES z L-502 BICYCLE RACKS 5 L-SD2 ' TIMBER BENCH L-501 HORSESHOE FIREPIT FF&E In OUTDOOR SEATING nn GRANITE PLANTER CURB LANDS N/F OF F.W OF SARATOGA, INC. BK 1099, PG 477 SECTION 1 78.00 BLOCK 2 LOT 17.2 LANDSCAPE PLANS TO BE READ IN CONJUNCTION WITH NOTES, DETAILS AND SPECIFICATIONS 40 20 10 0 40 1 "= 40' (D z 2 w w CO) LU H X w wu z w�zw> ('ZWwNUW z LOUW cn pw<m wz ?>au-j Z=�waZ< z N ox �z9<; � a. zJO0=)LU J 0- < > J U w H REVISIONS k K 0 �N oS �a o� z= Qo 00 wo 0? 0 o4 z ow ao <aW <wW o�° aoo <' a¢ o w� 0 U � oLL zP= w� oa s o5 -a 0 0 REV DATE COMMENT 1 01/19/2024 CLIENT COMMENTS A 2 02/02/2024 CITY COMMENTS 3 03/04/2024 CITY COMMENTS 4 03/21/2024 CITY COMMENTS DT MM Know. what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: DT / JK CHECKED BY: MM / JE [DATE: 03/19/2024 CAD I.D.: NYB230191.00 LSCP-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC PROPOSED DEVELOPMENT SEC. 178.00 - BLK - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 1 0 milIME144LO 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (51$) 438-0900 WWW. BohlerEngineering. com �pNDSCgp NEW J.M��gp0 (S'702,3 TF O y;4� F E SHEET TITLE: MATERIALS PLAN SHEET NUMBER: L=200 REVISION 4 - 03/21/2024 PLANT SCHEDULE CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER CANOPY TREES ACER RUBRUM'OCTOBER OCTOBER GLORY RED AROG 27 GLORY' MAPLE 2.5" CAL. B&B ASM 6 ACER SACCHARUM SUGAR MAPLE 2,5"-3" CAL. B&B BPO 23 BETULA POPULIFOLIA GRAY BIRCH 2.5"-3" CAL. B&B PLO 8 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2 5"-3" CAL. B&B QP 13 QUERCUS PALUSTRIS PIN OAK 2.5"-3" CAL. B&B SNB 11 SALIX NIGRA BLACK WILLOW 2.5%3" CAL. B&B EVERGREEN TREES LL 54 LARIX LARICINA TAMARACK 6-8' B&B PF 21 PINUS STROBUS'FASTIGIATA' PYRAMIDAL WHITE PINE 6-8' B&B SHRUBS CA 94 CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 24-30" CONTAINER CEPHALANTHUS CO 101 OCCIDENTALIS BUTTONBUSH 24-30" CONTAINER HQ 126 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 36-42" CONTAINER IGC 146 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24-30" CONTAINER ITEA VIRGINICA'HENRY'S HENRY'S GARNET IVH 121 GARNET' SWEETSPIRE 24-30" CONTAINER LANDS N/F OF BROADWAY HOTEL LLC SECTION0 BLOCK 2 LOT 1i LANDS N/F OF 3402 ROUTE 9. LLC I N STR. 2013-43252 SECTION 178.00 BLOCK 2 LOT 22 LANDS N/F OF F.W. OF SARATOGA, INC BK, 1498, PG. 47 SECTION 178.00 BLOCK 2 LOT 23 -- - — LANDS N/F OF EFF-JAY REALTY, LLC BK. 1676, PG. 73 SECTION 178,00 BLOCK 2 LOT 17,11 LANDS N/F OF F. W OF SARATOGA, I BK, 1078, PG. 336 SECTION 178.00 BLOCK 2 PLANTING LEGEND PLANTING DETAILS KEY GRAPHIC DESCRIPTION 1 L-503 CANOPY TREE L-503 0 ORNAMENTAL TREE 4 L-503 SHRUB PLANTING e L-503 GROUNDCOVER PLANTING 9 L-503 i GRASS HYDROSEED 9 L-503 CONSERVATION / WILDLIFE SEED MIX L503 ++++++++++ BASIN SEED MIX LANDS N/F OF F.W OF SARATOGA, INC. BK. 1099, PG. 477 SECTION 178,00 BLOCK 2 LOT 17 2 LANDSCAPE PLANS TO BE READ /N CONJUNCTION WITH NOTES, DETAILS AND SPECIFICATIONS 40 20 10 0 40 1 "= 40' V z_ R W LU z w W H Z W�zWj WC9gU�000 OZwW�jW Z5--0 ck n F w Q= W z =>QuJmO <za ZU�wzl—F- IX ozmv��o�. cn Z J O Q W U) J W z d � J � U W H REVISIONS k 0 a� 3a wo o� >No Q K O 2 wo 0 0 o za �w z. ao tea¢ �ww too o - m dw© ao n o ow wm 0o of zz .2 oz 05 -a 0 z REV DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENTCOMMENTS DT MM 2 02/02/2024 CITY COMMENTS DT MM 3 03/04/2024 CITY COMMENTS DT MM 4 03/21/2024 CITY COMMENTS DT MM Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: DT / JK CHECKED BY: MM / JE DATE: 03/19/2024 CAD I.D.: NYB230191.00 LSCP-OA PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC PROPOSED DEVELOPMENT SEC. 178.00 - BLK - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK � 0 0 -TA is] no 14 4 Lm 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com �pNDSCgp NEW J. tijQ� 9 p� Fx�E�s,oa ��' 002359 Q� q�FOF NEw�o. SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: L=300 REVISION 4 - 03/21/2024 L (2) CA -- (4) CA (4) CO REFER TO L-300 FOR TREE SPECIES, TYP. RIDGE LINE \ (7) HQ (6) IGC'(3) IVH TAPROOM SCREEN PLANTING _ (3) HQ 60' FRONT YARp SETBACK — _ (8) 1 GC (4) HQ (8) IGC (3) CA -- \\`I,I a O (6) CA �;/ (10) IVH —� = \ \ O --- 11 / • /, • r III i __ --- TO GO SCREEN PLANTING (5) IVH (15) HQ — (2) HQ (4) IGC (5) IVH (3) HQ (7) IGC j (7) CO (7) CA (12) HQ (17) CO (10) IVH (14) IGC ,� } (5) CO / .O•�•Y•O•A), (6) CO (6) CA (7) HQ ,� t - -(11) IGC l O \ l: J URI O\- (20) HQ (16) CO ,(13) IGC (13) IVH= = I ------ ---- ------ �---�----_f���-ytji--III-�;��\� — ------- --- --� i O,'� - i ,—(7) CO (5) HQ (11) IVH (10) IGC 0 O O O O O I �'\\'',I I j/l/- . • \�\III Il r/r %;' \ I rl r /� —00 l //, / \\\\ /�//III\\����\ i • �- I --�O(3) HQ (6) IVH (5) IGC (5) HQ (8) IGC (7) IVH (7) IGC (6) IVH /// i , (6) IGC ---- T (6) IVH -- �` ' I - I (4) HQ /I 3 LOADING DOCK SCREEN PLANTING i TAPROOM ENTRY PLANTING (15) IVH (11) IGC (13) CA - O O O -O O -- (6) IVH, Y CA (9) HQ 12 IGC (8) CO (10) CA Scale: 1"=10' (17) IVH IF (4) HQ (4) HQ Scale: 1"=10' Z Scale: 1"=10' 0 0 0 0 0 0 �w oa � wo z LU <O LU Z w I- W Z V z 5 z Cn LU LU ffi C9 ? Uj 5; W o= W Q = W z J>zULU Nw aQza W Ix pa d 0 aoo Z J O pLU O � y Qa a Rzcna _J (L Q > J ~ ow V zo LU o� vi < o z� w0 00 05 0¢ 11 a 0 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 01/19/2024 CLIENT COMMENTS DT MM 2 02/02/2024 CITY COMMENTS DT MM 3 03/04/2024 CITY COMMENTS DT MM 4 03/21/2024 CITY COMMENTS DT MM Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: DT / JK CHECKED BY: MM / JE Scale: 1"=10' DATE: 03/19/2024 CAD I.D.: NYB230191.00-LSCP-OA r`,HlV If 11Vv A.=%W=1V r PLANTING DETAILS KEY GRAPHIC DESCRIPTION 1 L-503 CANOPY TREE L-503 � ORNAMENTAL TREE SHRUB PLANTING 4� L-503 6 L-503 \ GROUNDCOVER PLANTING 9 L-503 GRASS HYDROSEED s L-503 CONSERVATION I WILDLIFE SEED MIX + + + + + ++++'+ SEED MIX L503 +++ ++ +++BASIN ++++ LANDSCAPE PLANS TO BE READ IN CONJUNCTION WITH NOTES, DETAILS AND SPECIFICATIONS 40 BJ 3.6 0 40 1 "= 49 PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC PROPOSED DEVELOPMENT SEC. 178.00 - BLK - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK BOHLERI 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com �PNDSCgp W J.tij�,F9P 0023SS Q� OF NE\N SHEET TITLE: LANDSCAPE ENLARGEMENT PLAN SHEET NUMBER: L=301 REVISION 4 - 03/21/2024 LANDS N/F OF F.WOF SARATOGA, INC, BK. 1498, PG, 47 SECTION 178.00 BLOCK 2 LOT 23 LANDS N/F OF 3402 ROUTE 9, LL-C INSTR. 2013-43252 SECTION 178.00 BLOCK 2 LOT 22 z L - i mqul�il- Lq :2—`_--- LANDS N/F OF EFF-JAY REALTY, LLC BK. 1676, PG, 73 SECTION 178.00 BLOCK 2 LOT 17, 11 LANDS N/F OF F W OF SARATOGA, INC BK. 1078, PG. 336 SECTION 178.00 BLOCK 2 LOT 11 1 IRRIGATION LEGEND IRRIGATION ELEMENTS SYMBOL DESCRIPTION DRIP IRRIGATION SPRAY IRRIGATION IRRIGATION SLEEVE LANDS N/F OF F,W OF SARATOGA, INC. BK. 1099, PG477 SECTION 178.00 BLOCK 2 LOT 17.2 (D z FX LU LU LU U) 9 �- X W 0 5 z 0 2 Z z W > W m IX 0 Z LLI LU cf) LU — �- LU z >- a — a 0 LU < m LU z > z W 0 0 -j Im CO) Uj 4 z Z cn 2 z P 0 z 0 < a. Z -J 0 a (n cn W :) LU z cl) X Z CO (L 0- > J F- 0 LU F- cn REVISIONS REV DATE I COMMENT BY DRAWN Y — CHECKED BY BY 1 01/19/2024 CLIENT COMMENTS DT mm 2 02/02/2024 CITY COMMENTS DT MMI 3 03/04/2024 CITYCOMMENTS DT M M11 I 4 03/21/2024 CITY COMMENTS DT MMI m 10 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION E THIS REVIEW S D A RA NO DRAWING S INTENDED FOR APPROVAL T S NOT M INT ENDED TE N N C D P E I I D I I I MUNICIPAL A I L A A S NO A '0 C R ON AG ENCY G CONSTRUCTION EN DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: DT / JK CHECKED BY: MM/JE DATE: 03/19/2024 Y 0 1 9 1 00-LSCP-OA CAD I.D.: NYB230191.00 LSCF PROJECT: PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC PROPOSED DEVELOPMENT SEC. 178.00 - BILK - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK I n mill 00144 mLm 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 AlIffmBohlerEngineenng.com A\-�Ew J41 hA SHEET TITLE IRRIGATION PLAN AND SPECIFICATIONS SHEET NUMBER: 40 20 10 0 40 L=400 I "= 40' REVISION 4 - 03121/2024 GENERAL 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, (HEREIN "BOHLER") PRIOR TO THE DATE ON WHICH THE ENGINEER OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BZHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SHOWN ON THE DRAWINGS TO SCALE OR TO THEIR ACTUAL DIMENSION OR LOCATION. COORDINATE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. 4. DO NOT RELY SOLELY ON ELECTRONIC VERSIONS OF DRAWINGS, SPECIFICATIONS, AND DATA FILES THAT ARE PROVIDED BY THE ENGINEER. FIELD VERIFY LOCATION OF PROJECT FEATURES. 5. PERFORM NECESSARY CONSTRUCTION NOTIFICATIONS, APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK AS REQUIRED BY THE CONTRACT DOCUMENTS, 6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDINGS AND ADJACENT SITE ELEMENTS INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. 7. LOCATION OF UTILITIES SHOWN HEREON ARE THE RESULT OF SURFACE EVIDENCE AS LOCATED BY FIELD SURVEY, PLANS OF RECORD, INFORMATION FURNISHED BY THE RESPECTIVE UTILITY COMPANIES, AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN THE PREMISES SURVEYED. LOCATIONS SHOULD BE VERIFIED BY THE RESPECTIVE UTILITY COMPANY BEFORE BEING RELIED UPON. ALL FIELD CHANGES MUST BE APPROVED BY THE ENGINEER. 8. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. 9. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 10. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. 11. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE BRANCH COLLAR. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. 12. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. EARTHWORK 1. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. 2. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"t). 3. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. 4. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. LAYOUT 1. THE SITE PLAN IS BASED ON EXISTING CONDITIONS INFORMATION PROVIDED BY OTHERS. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY AND ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD SHALL BE PROMPTLY REPORTED BY THE CONTRACTOR TO THE OWNER'S REPRESENTATIVE AND RECORDED ON RECORD DRAWINGS. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. 4. DIMENSIONS ARE APPROXIMATE BASED ON TAKE OFF FROM SURVEY. ACTUAL DIMENSIONS MAY VARY. NOTIFY THE OWNER'S REPRESENTATIVE IN THE EVENT OF DIMENSIONAL DISCREPANCIES. 5. THE CONTRACTOR TO STAKE OUT LAYOUT FOR APPROVAL PRIOR TO EXCAVATION. 6. LANDSCAPE LAYOUT DRAWINGS ARE NOT TO BE USED FOR LAYOUT OF ANY BUILDINGS ON THE SITE. 7. PROVIDE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED SITE IMPROVEMENTS. FIELD VERIFY EXISTING PAVEMENT AND GROUND ELEVATIONS AT THE INTERFACE WITH PROPOSED PAVEMENTS AND DRAINAGE STRUCTURES BEFORE START OF CONSTRUCTION. 8. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, FIELD VERIFY PROPOSED UTILITY ROUTES AND IDENTIFY ANY INTERFERENCES OR OBSTRUCTIONS WITH EXISTING UTILITIES OR PUBLIC RIGHTS -OF -WAY. 9. DIMENSIONS ARE FROM FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS NOTED OTHERWISE. 10. BOUNDS OR MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 12.CONSTRUCT ACCESSIBLE ROUTES PARKIN SPACE RAMPS SIDEWALKS AND WALKWAYS IN CONFORMANCE G S, O WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH MASSACHUSETTS ARCHITECTURAL ACCESS BOARD AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). PAVING 1. ALL HARDSCAPE MATERIALS SHALL MEET LANDSCAPE SPECIFICATIONS AND MEET OR EXCEED STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AT A MINIMUM. 2. ALL PAVED AREAS TO MEET ACCESSIBILITY STANDARDS. 3. ALL FINISHES AS PER AGREED SAMPLES. 4. FORM ALL JOINTS / SAWCUTS WITHIN 24 HOURS AFTER POUR OR THEREAFTER TO ENSURE SAWCUTS ARE FORMED WITHOUT CHIPPING OR SPALLING. 5. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS TO DETERMINE THE TOTAL SCOPE OF WORK AND ALL REQUIRED COORDINATION. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS 6 CO PRIOR TO EXCAVATION. 7. CONTRACTOR SHALL PREPARE SUBMITTALS TO THE LANDSCAPE ARCHITECT FOR ALL COMPONENTS OF THE FINISHED WORK, INCLUDING SHOP DRAWINGS, PRODUCT DATA, MATERIAL CERTIFICATIONS, MIX DESIGNS AND SAMPLES. 8. THE DIMENSIONS OF PAVEMENT JOINTS AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. THE DIMENSIONS SHOWN ON DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 9. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE INSIDE OR OUTSIDE OF LIMIT OF WORK LINE DUE TO CONSTRUCTION OPERATIONS. 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS APPROVED BY THE SITE REPRESENTATIVE. 11. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING SMOOTHLY WITH NEW CONSTRUCTION. 12. AT ALL LOCATIONS WHERE EXISTING BITUMINOUS CONCRETE PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN SMOOTH EDGE. FERTILIZER 1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY, PLANT MATERIAL 1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (FORMERLY THE AMERICAN ASSOCIATION OF NURSERYMEN). 2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE, TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1'/4', WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. TREE PROTECTION 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. 2. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. 3. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. 4. EVERY EFFORT SHALL BE TAKEN TO PRESERVE THE HEALTH OF EXISTING VEGETATION TO REMAIN ON SITE. TREE PROTECTION MEASURES SHALL BE INSTALLED PER CONSTRUCTION DRAWINGS BEFORE ANY CONSTRUCTION ACTIVITY IS TO TAKE PLACE. TREE PROTECTION SHALL REMAIN INTACT THROUGHOUT THE DURATION OF THE PROJECT. ALL TREE PROTECTION SHALL BE REMOVED UPON PROJECT CLOSEOUT. 5. THE CRITICAL ROOT ZONE OF AN EXISTING TREE TO REMAIN IS DEFINED AS A CIRCLE WHOSE CENTER IS THE CENTER OF THE TREE TRUNK AND WHOSE RADIUS IS EQUAL TO THE TREE'S DIAMETER AT BREAST -HEIGHT (DBH) IN INCHES TIMES 12". 6. NO WORK, EQUIPMENT STORAGE, OR STOCKPILING OR DISPOSAL OF MATERIALS SHALL TAKE PLACE WITHIN THE CRITICAL ROOT ZONE OF AN EXISTING TREE TO REMAIN UNLESS OTHERWISE CALLED OUT ON THE PLANS. 7. TREE REMOVAL SCOPE SHALL INCLUDE THE FELLING, CUTTING, AND SATISFACTORY DISPOSAL OF ALL TREES, STUMPS AND VEGETATIVE DEBRIS PRODUCED THROUGH THE CLEARING OPERATIONS. 8. FELL TREES IN SUCH A WAY AS TO NOT INJURE TREES TO BE SAVED. EXCAVATION OR GRADING WITHIN THE BRANCH SPREAD OF TREES TO BE SAVED SHALL BE PERFORMED ONLY UNDER THE DIRECTION OF THE OWNER'S REPRESENTATIVE UNLESS OTHERWISE DIRECTED. 9. STUMPS TO BE REMOVED SHALL BE GRUBBED TO THEIR FULL DEPTH. STUMPS SHALL BE LEGALLY DISPOSED OF OFF -SITE. 10. CONTRACTOR SHALL TAG ALL TREES TO BE REMOVED AND VERIFY WITH OWNER'S REPRESENTATIVE PRIOR TO THE START OF DEMOLITION. 11. ALL EXISTING TREES TO BE PROTECTED SHALL BE PRUNED BY A CERTIFIED ARBORIST TO REMOVE DEAD OR DYING BRANCHES, IMPROVE STRUCTURE, AND PROVIDE 10' MINIMUM CLEARANCE BELOW BRANCHES UNLESS OTHERWISE NOTED. SOIL MODIFICATIONS 1. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. 2. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. 3. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 3.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 3.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 3.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. TOPSOILING 1. CONTRACTOR SHALL PROVIDE A 6" THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. 2. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. ARE T BE CULTIVATED T A DEPTH F IX INCHES 6" . ALL DEBRIS EXPOSED FROM 4. ALL LAWN AREAS O CU O O S ( ) EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA - FOR BID PURPOSES ONLY [SEE SPECIFICATION 6.A.]): 4.1. 20 POUNDS 'GRO-POWER' OR APPROVED SOIL CONDITIONER/FERTILIZER 4.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP OR APPROVED NITROGEN FERTILIZER 5. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. PLANTING 1. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. 2. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. 3. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. 4. ALL PLANTING CONTAINERS, BASKETS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. 5. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. 6. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 6.1. PLANTS: MARCH 15 TO DECEMBER 15 6.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 6.3. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. 7. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 8. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: 8.1. 1 PART PEAT MOSS 8.2. 1 PART COMPOSTED COW MANURE BY VOLUME 8.3. 3 PARTS TOPSOIL BY VOLUME 8.4. 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: 8.4.1. 2 TABLETS PER 1 GALLON PLANT 8.4.2. 3 TABLETS PER 5 GALLON PLANT 8.4.3. 4 TABLETS PER 15 GALLON PLANT 8.4.4. LARGER PLANTS: 2 TABLETS PER'/2' CALIPER OF TRUNK 9. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. 10, ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL, 11. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. 12. GROUND COVER AREAS SHALL RECEIVE A %" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. 13. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. 14. SUPPLY ALL PLANTS IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND LISTED IN THE PLANT LIST. IN THE EVENT OF A DISCREPANCY BETWEEN QUANTITIES SHOWN IN THE PLANT LIST AND THOSE REQUIRED BY THE DRAWINGS, THE LARGER NUMBER SHALL APPLY. 15. ALL PLANTS SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE LOCATED ON SITE FOR THE APPROVAL OF THE LANDSCAPE ARCHITECT. ANY INSTALLATIONS WHICH WERE NOT APPROVED BY THE LANDSCAPE ARCHITECT AND WHICH ARE SUBSEQUENTLY REQUESTED TO BE MOVED WILL BE DONE AT NO ADDITIONAL COST TO THE OWNER. 16. PRECISE LOCATION OF ITEMS NOT DIMENSIONED ON THE PLAN ARE TO BE FIELD STAKED AND SHALL BE SUBJECT TO THE REQUIREMENTS SPECIFIED IN THE PREVIOUS NOTE. 17. ALL PLANTING BEDS AND TREE PITS SHALL BE MULCHED TO A DEPTH OF 3" WITH UN -DYED, AGED AND SHREDDED BARK MULCH AS PER SPECIFICATIONS. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. 18. TREES SHALL NOT BE STAKED UNLESS OTHERWISE NOTED. 19. BE RESPONSIBLE FOR ANY DAMAGED VEGETATION AND REPLACE OR REPAIR ANY DAMAGED MATERIAL. 24. THE CONTRACTOR SHALL CONTACT "DIG -SAFE" AT 811 PRIOR TO CONSTRUCTION. BE RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE FIELD. WHERE PLANT MATERIAL MAY INTERFERE WITH UTILITIES, NOTIFY THE LANDSCAPE ARCHITECT TO COORDINATE THEIR INSTALLATION. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 25. ALL TREE PLANTING AREAS SHALL HAVE TOPSOIL 36" DEEP MINIMUM. ALL SHRUB AND GROUNDCOVER PLANTING AREAS SHALL HAVE CONTINUOUS BEDS OF TOPSOIL 12" DEEP MINIMUM. ALL SOD AND HYDROSEED AREAS SHALL HAVE CONTINUOUS BEDS OF TOPSOIL 6" DEEP MINIMUM. 26. FOR PLANTING SOIL MIX, SEE SPECIFICATIONS OR PLANTING DETAILS. 27. ALL EXISTING RILL, GULLY OR CHANNEL EROSION SHALL BE FILLED WITH APPROPRIATE BACKFILL MATERIAL, FINE RAKED, SCARIFIED AND STABILIZED WITH APPROPRIATE VEGETATIVE MATERIAL AND / OR APPROPRIATE SEDIMENTATION AND EROSION CONTROL MEASURES. 28. ADJUSTMENTS IN THE LOCATION OF THE PROPOSED PLANT MATERIAL AS A RESULT OF EXISTING VEGETATION TO REMAIN SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 29. BE RESPONSIBLE FOR ALL MAINTENANCE REPAIR AND REPLACEMENT OF PLANT MATERIAL, AS REQUIRED, FOR THE DURATION OF THE PROJECT AND SUBSEQUENT WARRANTY PERIOD. 30. PLANTINGS INSTALLED IN THE DRY SUMMER MONTHS AND / OR LAWN SEEDED OUT OF SPRING OR FALL PERIODS, IF ALLOWED BY OWNER, WILL REQUIRE AGGRESSIVE IRRIGATION PROGRAMS AT NO ADDITIONAL COST, UNLESS OTHERWISE DIRECTED BY THE OWNER. 31. UPON COMPLETION OF PLANTING, REMOVE FROM SITE ALL EXCESS SOIL, MULCH, AND MATERIALS AND DEBRIS RESULTING FROM WORK OPERATIONS. CLEAN UP SHOULD BE COMPLETED AT THE END OF EACH WORKING DAY. RESTORE TO ORIGINAL CONDITIONS ALL DAMAGED PAVEMENTS, PLANTING AREAS, STRUCTURES AND LAWN AREAS RESULTING FROM LANDSCAPING OPERATIONS. LOCATE, AND PROTECT ALL TREES WITHIN AREAS SHOWN AS "EXISTING VEGETATION TO REMAIN" 32 SURVEY, WITHIN THE DEVELOPMENT ENVELOPE FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CLEARING OPERATIONS. 33. RESEED ALL DISTURBED AREAS. 34. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 35. ALL NEW PLANTS SHALL BE BALLED & BURLAPPED OR CONTAINER GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST. 36. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 37. SCARIFY SUBGRADE AS SPECIFIED BEFORE PLACEMENT OF ANY PLANTING SOILS. 38. DO NOT PLACE OR HANDLE SOILS THAT ARE WET. 39, PROTECT ALL EXISTING SOILS AGAINST COMPACTION, CONTAMINATION WITH CONSTRUCTION MATERIALS, AND ALL DISTURBANCE. 40. DO NOT PLACE ANY PLANTING SOIL PRIOR TO INSPECTION BY LANDSCAPE ARCHITECT, 41, EXTENTS OF SAND BASED STRUCTURAL SOIL (SBSS) ARE APPROXIMATE. PROVIDE A MINIMUM OF 1,000 C.F. OF SBSS FOR EACH TREE. TRANSPLANTING 1. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. 2. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. 3. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. 4. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. 5. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. 6. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES EATER THAN SIX INCHES 6" DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE GREATER ( ) Q MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. IRRIGATION 1. ALL VEGETATED AREAS AND LIVE LAWNS TO BE IRRIGATED. 2. CONTRACTOR TO FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE AND TURNKEY IRRIGATION SYSTEM, INCLUDING, BUT NOT LIMITED TO, SPRAY HEADS, PUMPS, SUPPLY LINES, VALVES, VALVE BOXES, PUMP STATIONS, METERS AND CONTROLLERS. MEET ALL LOCAL CODES. 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS SHOWING ALL COMPONENTS OF IRRIGATION SYSTEM PRIOR TO INSTALLATION. COORDINATE WITH OWNER ON INSTALLATION. 4. COORDINATE FINAL LOCATION OF IRRIGATION, RAIN SENSOR AND VALVE BOXES WITH OWNER'S SITE REPRESENTATIVE. 5. CONTRACTOR SHALL TEST DYNAMIC PRESSURE BEFORE STARTING WORK AND REPORT ANY DEVIATION TO THE OWNER'S REPRESENTATIVE BEFORE CONTINUING. 6. GROUND IRRIGATION CONTROLLER TO EARTH IN ACCORDANCE WITH MANUFACTURER, COORDINATE WITH SITE ELECTRICAL CONTRACTOR. 7. COORDINATE LOCATION OF ALL EXISTING AND FUTURE UTILITIES ON SITE, CONTACT PROPER AUTHORITIES AND UTILITY COMPANIES BEFORE THE START OF WORK. 8. FLUSH ALL LATERAL LINES BEFORE INSTALLING IRRIGATION. 9. SUBMIT PRODUCT CUT SHEETS AS PER THE WRITTEN SPECIFICATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING MATERIAL AND BEGINNING WORK. 10. MATERIAL SUBSTITUTIONS WHICH VARY FROM THE SPECIFIED PRODUCTS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL AS PART OF THE SUBMITTAL PROCESS. 11. ONCE APPROVED SUBMITTALS HAVE BEEN RETURNED, WORK MAY BEGIN. OWNER'S REPRESENTATIVE MUST BE NOTIFIED 7 DAYS IN ADVANCE OF THE START OF WORK TO COORDINATE ON -SITE SUPERVISION AND ADMINISTRATION. LIGHTING 1. ELECTRICAL CONTRACTOR SHALL COORDINATE NEMA RATINGS OF ALL DEVICES PRIOR TO INSTALLATION. 2. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND CONFIRMING LOCATIONS AND ELECTRICAL DEVICES AND FIXTURES WITH OWNER. 3. CONTRACTOR TO PROVIDE UPDATED TYPEWRITTEN PANEL SCHEDULES FOR PANELS WITHIN PROJECT SCOPE IN ACCORDANCE TO BUILDING STANDARDS. 4. LOCATION OF ELECTRICAL PANELS/EQUIPMENT ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY ROUTING AND DISTANCES PRIOR TO SUBMITTING PRICING. 5. RUN BURIED CONDUIT AND CABLE IN AS DIRECT LINES AS POSSIBLE WITH MINIMUM NUMBER OF BENDS OF LONGEST POSSIBLE RADIUS IN AREAS OF EXISTING TREE PLANTING, CONDUIT OR CABLE SHALL NOT BE INSTALLED WITHIN 30 FEET OF TREE PLANTING, CONDUIT OR CABLE SHALL NOT BE INSTALLED WITHIN 20 FEET OR TREE, EXCEPT WHERE APPROACH TO FIXTURE REQUIRES OTHERWISE. 6. COORDINATE FINAL LOCATION OF MANHOLES AND OR HANDHOLES IN THE FIELD WITH THE OWNER'S SITE REPRESENTATIVE PRIOR TO INSTALLATION. WATERING 1. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 2. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE. CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. 3. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. GUARANTEE 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF 1 YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. 2. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. 3. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. 4. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. CLEANUP 1. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. 2. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. MAINTENANCE 1. A 90 DAY MAINTENANCE PERIOD SHALL COMMENCE AT THE END OF ALL LANDSCAPE INSTALLATION OPERATIONS. THE 90 DAY MAINTENANCE PERIOD ENSURES TO THE OWNER/OPERATOR THAT THE NEWLY INSTALLED LANDSCAPING HAS BEEN MAINTAINED AS SPECIFIED ON THE APPROVED LANDSCAPE PLAN. ONCE THE INITIAL 90 DAY MAINTENANCE PERIOD HAS EXPIRED, THE OWNER/OPERATOR MAY REQUEST THAT BIDDERS SUBMIT AN ALTERNATE MAINTENANCE BID FOR A MONTHLY MAINTENANCE CONTRACT. THE ALTERNATE MAINTENANCE CONTRACT WILL ENCOMPASS ANY WORK THAT IS CONSIDERED APPROPRIATE TO ENSURE THAT PLANT AND LAWN AREAS ARE HEALTHY AND MANICURED TO THE APPROVAL OF THE OWNER/OPERATOR. OWNERS MAINTENANCE RESPONSIBILITIES 1. UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: 1.1. TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. 1.2. TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. 1.3. VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. 1.4. FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. 2. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. ABBREVIATIONS KEY DESCRIPTION ARCH ARCHITECT BC BACK OF CURB BM BENCHMARK BOC BOTTOM OF CURB BW BOTTOM OF WALL BLDG BUILDING CONC, CONCRETE DEC DECORATIVE ° DEGREE DEP DEPRESSED 0 / DIA DIAMETER DMH DRAIN MANHOLE DIP DUCTILE IRON PIPE EOP EDGE OF PAVEMENT ELEV ELEVATION EXIST. EXISTING FF FINISH FLOOR FFE FINISH FLOOR ELEVATION GC GENERAL CONTRACTOR GRT GRATE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT INT INTERSECTION INV INVERT L.S.A. LANDSCAPE AREA LOD LIMIT OF DISTURBANCE LOW LIMIT OF WORK LF LINEAR F00T / FEET LP LOW POINT MAX MAXIMUM MECHANICAL, ELECTRICAL, MEP PLUMBING ME MEET OR MATCH EXISTING MIN MINIMUM No. / # NUMBER ± PLUS OR MINUS PC POINT OF CURVATURE PI POINT OF INTERSECTION PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECTION PVC POLYVINYL CHLORIDE PIPE PROP. PROPOSED R RADIUS OR RADII RCP REINFORCED CONCRETE PIPE R.O.W. RIGHT-OF-WAY SAN SANITARY SMH SEWER MANHOLE S SLOPE SF SQUARE FOOT STA STATION STM STORM TBR TO BE REMOVED TBR/R TO BE REMOVED AND REPLACED TC TOP OF CURB TW TOP OF WALL TPF TREE PROTECTION FENCE TYP. TYPICAL UNG UNDERGROUND V.I.F. VERIFY IN FIELD W WIDTH LANDSCAPE NOTES TO BE READ IN CONJUNCTION WITH PLANS, DETAILS AND SPECIFICATIONS 0 Z_ R W W W to Z F- X W U z=5zcn0 WC9�U-U� UZW Wfn�W H W Q= W Z =w<0 �-j Z 0 �LLJ<z< 2 Z � Z-IO0:0Wtn � a¢�a9 > J F. U W H N REVISIONS 0 0 2 I ow � _ 0 m 00 0 r 0 w 0 0 0 REV DATE COMMENT 1 01/19/2024 CLIENT COMMENTS 2 02/02/2024 CITY COMMENTS Imm 3 03/04/2024 CITY COMMENTS 4 03/21/2024 CITY COMMENTS ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. OMMM PROJECT No.: NYB230191 DRAWN BY: DT / JK CHECKED BY: MM / JE DATE: 03/19/2024 CAD I.D.: NYB230191.00-LSCP-OA PROJECT PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC PROPOSED DEVELOPMENT SEC. 178.00 - BLK - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com 1.1 `0DSCqc 9O�EW J,�P sy *��_,_� .. SHEET TITLE: LANDSCAPE NOTES SHEET NUMBER: L=500 REVISION 4 - 03/21/2024 STAMPED CONCRETE PATTERN TO BE VARYING SIZE ASHLAR INTERLOCKING PATTERN IN STONE GRAY OR APPROVED 6" x 6" 1.4X1.4 WELDED WIRE EQUAL. OWNER TO SELECT FINAL PATTERN MESH, 2" MIN. COVER AND COLOR PRIOR TO INSTALL. 4" GRAVEL BORROW SUB -BASE COURSE (MA DOT M1.03.0, TYPE C) COMPACTED SUBGRADE — 4" DENSE GRADED CRUSHED STONE BASE COURSE (MA DOT M2.01.7) HAND HOLE BASE COVER LEVELING NUTS & WASHERS BELOW BASE PLATE — BASE PLAT 5� 45° v CHAMFER (TYP. ) 2' 6-6" MIN. COPPER GROUND WIRE TO GROUND LUG TACKWELD NUTS AFTER LEVELING REINFORCED CONCRETE BASE (3000 PSI @ 28 DAYS) HAND RUBBED CONCRETE —IIIII�' FINISHED GRADE AT CENTER OFOUNDATION ANCHOR BOLTS SEE NOTE #2 BELOW BEND ANCHOR BOLTS RIGID GALVANIZED CONDUIT L17 CONDUIT AND WIRING TO OTHER FIXTURES AND/OR PANEL #6 BARE COPPER GROUND WIRE #5 VERTICAL REBAR (TYP. OF 6) 3/4" x 10'-0" GROUND ROD WITH EXOTHERMIC CONNECTION BETWEEN GROUND WIRE AND GROUND ROD �— 24" DIA #3 HORIZ. REBAR NOTES: 1. SUBMIT FOUNDATION SHOP DRAWINGS TO ENGINEER. @ 10"o.c. E.W. 2. ANCHOR BOLTS FURNISHED WITH POLE. BOLT PATTERN, NOTE: THIS DETAIL IS FOR BID AND BUDGETARY PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A FOUNDATION DESIGN PREPARED BY A QUALIFIED STRUCTURAL ENGINEER CONSIDERING LIGHTING MANUFACTURER REQUIREMENTS, LOCAL WIND LOADS AND SITE SPECIFIC SOIL PARAMETERS. • SOME SITE CONDITIONS AND/OR LOCATIONS MAY REQUIRE VIBRATION DAMPENING MEASURES AS DETERMINED BY A STRUCTURAL ENGINEER. • THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF THE INTENT TO MOUNT ANYTHING TO THE POLE, ASIDE FROM THE LIGHT FIXTURES, INCLUDING BUT NOT LIMITED TO CAMERAS, BANNERS, FLAGS, SIGNAGE, ETC. AS IT WILL IMPACT THE POLE AND FOUNDATION DESIGN. NOTE: CONCRETE FOOTING SHALL BE BURIED A MINIMUM OF 4" BELOW GRADE. FOOTING SHALL NOT BE VISIBLE ABOVE GRADE. CAP WELDED TO POST 3035T 190 ALUMINUM U-BOLT WELDED BEFORE CAP PLATE TO ATTACH CABLE 4" SQ. STEEL POST, POWDER COATED MATTE BLACK TO MATCH STEEL MEMBERS ON TRELLIS 3" X 5" HAND HOLE WITH COVER AND LOCK FINISH GRADE 16" X 3/4" J BOLTS, 4 PER POST 12" DIA. FOOTING 2 STAMPED CONCRETE PAVEMENT 3 LIGHT POLE AND BASE DETAIL a W/#4REBAR NOT TO SCALE (S700.03xx_07/2022) NOT TO SCALE (S700.03xx_07/2022) BASIS OF DESIGN: a PROFILE BOLLARD AS MANUFACTURED BY LANDSCAPE FORMS (3) 5/16" DIA. x 10" LONG GRAVEL CONDUIT ENTRY ANCHOR BOLTS BORROW 7 $„ 1' 6" BOLLARI AN a w 0 v Z 1-1— " "BOLT`"` SEUI IUN VIEW A —A GALVANIZED STEEL ANCHOR S LIGHT BOLLARD NOT TO SCALE (S700.03xx_07/2022) ECTRICAL PLANS n 7 I• I NOTES: GC TO CONFIRM STRAND LIGHT LENGTHS IN FIELD PRIOR TO ORDERING. LIGHT STRANDS ARE TO BE CONTIGUOUS BETWEEN LIGHT POSTS. COORDINATE WITH ELECTRIC PLANS TO PROVIDE POWER TO STRAND LIGHTS. STRING LIGHT POLE ATTACHMENT NOT TO SCALE (S700.03xx_07/2022) 0 CONCRETE PAVEMENT 30" LONG 1" DIA. CRS STEEL STAKE 4A11 Ulr'U TIflADCD DA(v QTno L SYNITHFTIr. TI IRF (`.(1N('RFTF PAVFMFNT INSTALLED WITH 15" EXPOSED AT A 78 DEGREE ANGLE 6" DEEP SAND PIT PRODUCT INFORMATION: SYNLAWN BY NEW ENGLAND TURF STORE - EMERALD LEVEL SYNFESCUE 243 AS MANUFACTURED BY SYNLAWN "SYNLAWN" MATTING TO BE FASTENED TO NAILER PLATE NOTES: TWO INCH HEIGHT PER MANUFACTURER SPECIFICATIONS 1, CONTRACTOR TO PROVIDE SHOP DRAWINGS AND SAMPLES ON TURF AREA FOR 2" X 4" SYNTHETIC NAILER PLATE APPROVAL BY OWNERS REPRESENTATIVE. 2. CONTRACTOR TO BUILD A 5'X5' MOCK PANEL ON SITE PRIOR TO CONSTRUCTION. 18" STAKE FASTENED TO NAILER PLATE 3 CONTRACTOR TO HAVE THE BASE APPROVED BY SYNLAWN PRIOR TO LAYING TURF "SYNLAWN" SYNTHETIC GRASS MATTING 4. IN DOG PARK, INSTALL SYNFESCUE 243 OVER ENVIROFILL, AS MANUFACTURED BY SYNLAWN 34' OF e" - 2" CLEAN ANGULAR STONE MATERIAL COMPACTED SUB -GRADE 1 SYNLAWN SYNTHETIC TURF NOT TO SCALE (S700.03xx_07/2022) 5 GRANITE PLANTER CURB DETAIL NOT TO SCALE (S700.03xx_07/2022) 1 HORSESHOE COURT LAYOUT PLAN NOT TO SCALE (S700.03xx_07/2022) 11 LANDSCAPE DETAILS TO BE READ IN CONJUNCTION WITH PLANS, NOTES, AND SPECIFICATIONS 0 Z W W W W U) Z W W C9 ZDZ02 Z uJF—(,LU j W 2 0 W (9ZWW0jW z>_0 awo H W Q= W Z 5W<W- j O �w<z Z Z 0ZO Z J 0 a= W Z (L � J F— U W H U) REVISIONS REV DATE COMMENT DRAWN]BY CHECKE 1 01/19/2024 CLIENTCOMMENTS DT MM 2 02/02/2024 CITY COMMENTS DT MM 3 03/04/2024 CITY COMMENTS DT MM 4 03/21/2024 CITY COMMENTS DT MM Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: DT / JK CHECKED BY: MM / JE DATE: 03/19/2024 CAD I.D.: NYB230191.00-LSCP-OA PROJECT PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC PROPOSED DEVELOPMENT SEC. 178.00 - BILK - PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK ■ 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com �pNDSCgp ,1,,�j�L � p� E� (S' 002359 9rF 0 NE`N �o SHEET TITLE: SURFACE DETAILS SHEET NUMBER: L=501 REVISION 4 - 03/21/2024 aW BASIS OF DESIGN: SOLID SURF ISLAND AS MANUFACTURED BY STREETLIFE 3X TIMBER PLATFORM NOT TO SCALE (S700.03xx_07/2022) SECURE BENCH WITH NUT ON TOP OF SURFACE MOUNT TAB BENCH INSTALLED TO MANUFACTURER'S SURFACE MOUNT TAB WITH 0,—," [11] SPECIFICATIONS HOLES FOR ANCHORING. NON -CORROSIVE MOUNTING 12" (d x 6" TAMPER 11 H HARDWARE SUPPLIED BY OTHERS PROOF EXPANSION PROVIDE SETTING NUT BOLTS WITH ON LAG BOLT LEVEL SLEEVES AND WITH PROP. GRADE WASHERS 4" CONC. a e a PAVING (SEE"�r�r° DETAIL) NO ° Z. " ° B . °es° ° ° S° c des° 8" DEPTH GRAVEL BASE ° °9 ° °9 ° %p, ° °8 0 ° ° A ° A BASIS OF DESIGN: COMPACTED HEAVY -HEAVY INDUSTRY BENCH AS SUBGRADE MANUFACTURED BY STREETLIFE 5 TIMBER BENCH NOT TO SCALE (S700.03xx_07/2022) BASIS OF DESIGN: GRETCHEN LITTER AS MANUFACTURED BY LANDSCAPE FORMS COMPACTED sus SUBGRADE TRASH RECEPTACLE REFER TO SPECIFICATIONS FOR MODEL, OR APPROVED EQUAL SECURE TRASH RECEPTACLE WITH NUT ON TOP OF SURFACE MOUNT TAB SURFACE MOUNT TAB WITH 01-6" [11] HOLES FOR ANCHORING. NON -CORROSIVE MOUNTING HARDWARE SUPPLIED BY OTHERS 12" 0 x 6" TAMPER PROOF EXPANSION BOLTS WITH SLEEVES AND WASHERS PROVIDE SETTING NUT ON LAG BOLT LEVEL WITH PROP. GRADE 4" CONC. PAVING (SEE DETAIL) 8" DEPTH GRAVEL BASE 1 TRASH RECEPTACLE MOUNTING NOT TO SCALE (S700.03xx_07/2022) LOCAL CODE LAYOUT REQUIREMENTS BASIS OF DESIGN: LOOP BIKE RACK AS MANUFACTURED BY LANDSCAPE FORMS BASIS OF DESIGN: CUSTOM HANGING CHAISE AS MANUFACTURED BY LANDSCAPE FORMS �41 BIKE RACK REFER TO SPECIFICATIONS FOR MODEL. EMBEDDED MOUNT, INSTALL ' PER MANUFACTURER RECOMMENDATIONS NON -CORROSIVE MOUNTING HARDWARE d 11 Jr SUPPLIED BY OTHERS �p �+° NO° a°�° 4" CONC. PAVING COMPACTED °. ° ° °�° ° ° ° c (SEE DETAIL) SUBGRADE °� ° °� ° °°8 ° A 0 ° ° A ° Jill8" DEPTH GRAVELBASE BASIS OF DESIGN: FLAMECRAFT TONDO 60 GAS FIRE PIT AS d w MANUFACTURED BY WOODLAND DIRECT wo 0 z a� W Qo � U FIREPIT INSTALLED TO Z uj cji W MANUFACTURER'S C7 z 5 z gE SPECIFICATIONS Z W E— a W> w w (9ZWWU)>—W w� Z} C9~gym(1) za g azQ > o Z�W _ ZPF- IL M aww O Z� Q F~ O 10 0 CL ZOp=Wtn a&o REFER TO MEP FOR GAS AND Q R Z N a. Q a ELECTRICAL CONNECTIONS ; d J o a� 4" CONC. d e a U w m PAVING (SEE ��qy y�^ qp ��r°" a tm °�p�� °�gp� d" W DETAIL) ° ° tz. C O ° ;o ° b:s Zo ";z ° �4° ° bb�s° c ° ° b?�s c� ° Z. F_ � - a 8" DEPTH GRAVEL BAqp w� 00 oS �a a COMPACTED o SUBGRADE - REVISIONS NOTES: DRAWN BY 1. REFER TO MANUFACTURER'S INFORMATION FOR ADDITIONAL REQUIREMENTS AND MEASUREMENTS. REV DATE COMMENT CHECKED BY 2. CONTRACTOR TO SUBMIT SAMPLES OF ALL MATERIALS TO LANDSCAPE ARCHITECT & OWNER FOR APPROVAL PRIOR TO ORDERING. 3. CONTRACTOR RESPONSIBLE FOR GAS FEED LINE INSTALLATION BY LICENSED New York PLUMBER 1 01 /19/2024 CLIENT COMMENTS DT 4. CONTRACTOR RESPONSIBLE FOR ANY ELECTRICAL FEED LINES & ASSOCIATED WORK REQUIRED, MM 5. COORDINATE WITH PLUMBING & ELECTRIC DRAWINGS FOR SERVICE LINES. 2 02/02/2024 CITY COMMENTS DT 6. CONTRACTOR TO SUPPLY SHOP DRAWINGS AND DETAILED LAYOUT OF ALL FIRE ELEMENT COMPONENTS FOR LANDSCAPE ARCHITECT/OWNERS APPROVAL. MM 7. THE TIMER SHALL BE OPERATED WITH ONE HAND DT 8. THE TIMER SHALL NOT REQUIRE PINCHING, TWISTING, OR GRASPING TO OPERATE 3 03/04/2024 CITY COMMENTS MM 9. THE TIMER SHALL NOT REQUIRE MORE THAN 5 POUNDS OF FORCE TO OPERATE DT 10. CONTROLS TO BE MOUNTED BETWEEN T-54" AFF 4 03/21/2024 CITY COMMENTS MM BIKE RACKS 3 NOT TO SCALE (S700.03xx_07/2022) E FIREPIT NOT TO SCALE (S700.03xx_07/2022) 0 0 0 i TIMBER PLATFORM WITH SWING NOT TO SCALE (S700.03xx_07/2022) LANDSCAPE DETAILS TO BE READ IN CONJUNCTION WITH PLANS, NOTES, AND SPECIFICATIONS ISSUED FOR PERMIT THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY [DRAWN VIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. ROJECT No.: NY6230191 BY: DT / JK HECKED BY: MM/JE ATE: 03/19/2024 AD I.D.: NYB230191.00-LSCP-OA PROJECT PROPOSED SITE PLAN DOCUMENTS FOR THBC NY, LLC PROPOSED DEVELOPMENT SEC. 178.00 - BLK -PARCEL 15 SOUTH BROADWAY CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 170-if-I 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.Boh/erEngineenng.com �PNDSCA 0 \AEW J. � y p� FxEs,oa 002359 Q� �TF OF NE`N yo SHEET TITLE: AMENITY DETAILS SHEET NUMBER: L=502 REVISION 4 - 03/21/2024 NOTES: 1.) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. ~ 2.) REMOVE ALL NON -BIODEGRADABLE MATERIAL AND ROPE FROM TRUNK & TOP OF a ROOT BALL. FOLD BURLAP BACK 1 /3 FROM ROOT BALL. 00 3.) PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. a 4.) THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL (g o TIMES DURING THE FIRST MONTH Z AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. W a 5.) THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE ROUGH TO AVOID MATTING W OF SOIL LAYERS AS NEW SOIL IS ADDED. IT IS PREFERABLE TO TILL THE FIRST LIFT (2 TO 3 IN.) OF PLANTINGF AREA OF SITE CONSTRUCTION I cA Z W 0 Z 5 Z cn U o 0.SOIL INTO THE SUBSOIL. "GENERAL Wz Z W F- W> W CD m U - U W w w m 6.) REFER TO THE CHART RANGE OF SOIL MODIFICATIONS & VOLUMES FOR VARIOUS SOIL CONDITIONS" TO DETERMINE MINIMUM WIDTH OF PREPARED SOIL. AVOID PURCHASING TREES WITH TWO LEADERS 7.) SUBSTITUTE ARBORVITAE STAKING SYSTEM WHEN SPECIFIED. TREE PROTECTION FENCE SHALL BE } U F= 0 � = o Q m N ¢ OR REMOVE ONE AT PLANTING: OTHERWISE, DO INSTALLED TO FOLLOW TREE CANOPY W Q W Z � Z U W V) 0 w NOT PRUNE TREE AT PLANTING EXCEPT FOR DRIP LINE OR PROPOSED LIMITS OF � Q m 0 H o 1 SPECIFIC STRUCTURAL CORRECTIONS. REINFORCED RUBBER HOSE (1/2" DIA. BLACK) DISTURBANCE. mmiZ Q c Z H H 4' HIGH WOOD & WIRE SNOW FENCE W 0 Q (L UZ QQ-O o W o�m FOLD BURLAP AWAY FROM TOP OF ROOT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. W/WOOD STAKES AT A MAXIMUM OF 8' ON CENTER. AS AN OPTION, U F- M a Z J 0 j to d o 0 Q 0 BALL ORANGE/FLUORESCENT HIGH -DENSITY "VISI-FENCE" LU Q W Z cn a a J a s 12 GAUGE GALVANIZED WIRE GUYS TWISTE 1 OR APPROVED EQUAL CAN 0- Q d a ° 4" BUILT-UP EARTH SAUCER PLAN BE USED. U J H a W m 2" DIA. HARDWOOD STAKES 2/3 TREE 3 PER THE 3" DOUBLE SHREDDED HARDWOOD BARK WOOD &WIRE SNOW FENCE USED AS o MULCH (UNLESS OTHERWISE SPECIFIED) (DO ° TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. NOT PLACE MULCH IN CONTACT WITH TREE TWICE THE WIDTH OF ROOTBALL FOR N ° TRUNK) PREPARED SOIL FOR TREES. °°° LANDSCAPE FABRIC AS SPECIFIED. v1.1 TREE DRIP LINE/TREE PROTECTION ZONE 0 5 ` PREPARED SOIL FOR TREES AREA WITHIN TREE PROTECTION ZONE TO 1 PART PEAT MOSS REMAIN UNDISTURBED DURING 1 PART COW MANURE CONSTRUCTION. 3 PARTS TOPSOIL - - - - - - WIDTH ARI S SEE PLAN (RECOMMENDATION ONLY. SEE SOIL MOD. CHART) ?� " r r r oii�in nui n r - 6' WOOD OR STEEL FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER (MINIMUM 2' REVISIONS TOPSOIL PER MOUND TOP OF BERM ` �� o err % �r �� UNDISTURBED SUBGRADE ��r �.� .� � r r BELOW GRADE). REV DATE COMMENT DRAWN BY BY SPECIFICATIONS r ALL PLANTING CONTAINERS, BASKETS AND CHECKED MULCH PER DIG WIDE, SHALLOW HOLE WITH NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS. ELEVATION 1 01/19/2024 CLIENT COMMENTS DT MM SPECIFICATIONS TAMPED SIDES 2 02/02/2024 CITY COMMENTS DT ry 1:3 MAX. SLOPE MM TAMP SOIL SOLIDLY AROUND BASE DT ADJACENT PAVEMENT - OF ROOT BALL SET ROOT BALL ON UNDISTURBED 3 03/04/2024 CITY COMMENTS MM SEE PLANS CJ d SOIL IN BOTTOM OF HOLE DT = b 4 03/21/2024 CITY COMMENTS MM --- ---- - ---- - -- ----- ----- ------------- - - 1 TREE PLANTING DETAIL 2 TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE (S700.03xx_07/2022) NOT TO SCALE (S700.03xx_07/2022) FOR CONTAINER -GROWN SHRUBS, PLANT SHALL BE PLANT SHALL BE PLANTED SO THAT TRANSPLANTED AT THE SAME GRADE AS IN THE NOTES: TREE 1. ANY TREE INSTALLED WITHIN 10 FT. OF NEW CONCRETE \ \ \ \ f ff\ /f\f\f\\ff\off\- --------------------- ---- --- - - \ /\\// z THE POINT AT WHICH THE ROOT FLARE CONTAINER. REMOVE THE CONTAINER, USE SIDEWALKS SHOULD BE INSTALLED WITH BIOBARRIER ROOT /\ \ \vim / \/\y\/ \ \ / BEGINS IS SET LEVEL WITH GRADE. FINGER OR SMALL HAND TOOLS TO PULL THE SEE DECIDUOUS OR EVERGREEN BARRIER FABRIC AS SHOWN TREE DETAIL FOR PLANTING \/ \/ \ \ / /\\� \ \ \ --- f f`�f f f f /� f f f f / f f f f f f CUT AND REMOVE BURLAP FROM TOP ROOTS OUT OF THE OUTER LAYER OF POTTING BALL 2. TREES SHALL BE INSTALLED ACCORDING TO THE PURPOSES ..� ..• :... �\ AS SHOWN. SOIL; THEN CUT OR PULL APART ANY ROOTS THAT ONE-THIRD OF ROOT T CIRCLE THE PERIMETER OF THE CONTAINER. APPROPRIATE PLANTING DETAIL. ' \ /\�/\\y\ \ \ �\ , \ ,\ ,\ , \ \ , ,• ��%' �%�\/\\y\\� \ / / i\\\ �\�\ / / PLANTING MIX: 1 PART PEAT MOSS 3„ DOUBLE SHREDDED HARDWOOD BARK MULCH CONC. SIDEWALK 10MAX. I I=) 1 \ \f\'\\y\ \�\ Y\���f/\// 1 PART COW MANURE (DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT). -I _ 3 PARTS TOPSOIL (SEE SOIL MODIFICATION CHART) LANDSCAPE FABRIC AS SPECIFIED - - I =III= III \PLACE 0/, W"�xmz` FINISHED GRADE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. BIOBARRIER ROOT BARRIER FABRIC OR Know what'Sbelow. Call before you dig. f�\///.\// APPROVED EQUAL =III= III=UNDISTURBED SUBGRADE BEFORE PLANTING, ADD 3" TO 4" OF ry, 'B&B Co TAINE y =III =III- - - III=III= ALWAYS CALL 811 WELL -COMPOSTED LEAVES AND %r^r r ' r r BIOBARRIER ROOT BARRIER PREPARED SOIL FOR TREES FABRIC TO BE INSTALLED - -- ' _ (SEE PLANTING DETAIL) Its fast. Its free. Its the law. RECYCLED YARD WASTE TO BED AND ,� TILL INTO TOP 6" OF PREPARED SOIL. ��� r i`rT�i `�` `r�`i yi .`� `^ UNDISTURBED SUBGRADE --_ _ _-III-III-� _ TO THE DEPTH OF THE BOTTOM OF STONE BASE SOIL SURFACE ROUGHENED 24" MINIMUM WHEN APPROPRIATE, PLANT MULTIPLE COURSE OR 10", TO BIND WITH NEW SOIL. SHRUBS IN CONTINUOUS PLANTING HOLE. WHICHEVER IS GREATER ISSUED FOR PERMIT 3 PLANTED BERM 4 SHRUB PLANTING DETAIL 5 BIOBARRIER ROOT BARRIER DETAIL THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NOT TO SCALE (S700.03xx_07/2022) NOT TO SCALE (S700.03xx_07/2022) NOT TO SCALE (S700.03xx_07/2022) DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NYB230191 DRAWN BY: DT / JK INCORPORATE 2" OF PEAT 1. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL CHECKED BY: MM / JE DATE: 03/19/2024 INTO 6" OF PLANTING DEBRIS LARGER THAN 2" DIAMETER. CAD I.D.: NYB230191.00-LSCP-OA MIXTURE, AS SPECIFIED 2. PRIOR TO SEEDING, CONSULT MANUFACTURER'S RECOMMENDATIONS AND 1 INSTRUCTIONS. PROJECT: 1" DOUBLE SHREDDED HARDWOOD BARK MULCH 3. SEEDING RATES: • PERENNIAL RYEGRASS 1/2 LB/1000 SQ FT PROPOSED SITE EDGING • KENTUCKY BLUEGRASS 1 LB/1000 SQ FT (AS SPECIFIED) • RED FESCUE 1/2 LB/1000 SQ FT PLAN DOCUMENTS FINISHED GRADE SPREADING FESCUE 1/2 LB/1000 SQ FT • FERTILIZER (16.32.16) 2 LB/1000 SQ FT LIQUID LIME 1 GAL/800 GAL. FOR �;, •,.< ;:s TANK TACKIFIER 35 LB/800 GAL. • TANK FIBER MULCH 30 LB/1000 SO FT TOPSOIL THBC NY LLC 4. GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO 7 IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. VARIE -S EPLAN PROPOSED 6 GROUNDCOVER PLANTING 7 BASIN SEED MIX SPECIFICATIONS DEVELOPMENT ADJACENT PAVING SEEDED NOT TO SCALE (S700.03xx_07/2022) NOT TO SCALE (S700.03xx_07/2022) - SEE PLAN LAWN, TYP. SEC. 178.00 - BLK -PARCEL 15 18" STAKE INTO UNDISTURBED SOUTH BROADWAY BASIN SEED TOPSOIL PER MIX, TYP, SPECIFICATIONS 1. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL GROUND EVERY 30" O.C. LAP JOINTS AS PER MANUFACTURERS CITY OF SARATOGA SPRINGS w ¢ I DEBRIS LARGER THAN 2" DIAMETER. RECOMMENDATION. SARATOGA COUNTY, NEW PORK � a TREE PLANTING, litTYP. \\\/\\ 2. PRIOR TO SEEDING, CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. 3/16" 4" BLACK /\/ /\/ /\ 3. SEEDING RATES: x ALUMINUM EDGING BOHLER# • PERENNIAL RYEGRASS 1/2 LB/1000 SQ FT KENTUCKY BLUEGRASS 1 LEM000 SQ FT MULCH LAWN OR GRAVEL AREA AS SPECIFIED 17 COMPUTER DRIVE WEST \\��\ / / / / /�/� /i/\%/� • RED FESCUE 1/2 LB/1000 SQ FT • SPREADING FESCUE 1/2 LB/1000 SQ FT FINISH / / / / /, FERTILIZER (16.32.16) 2 LB/1000 SQ FT GRADE ALBANY, NY 12205 / / �//\/�\\/ / � LIQUID LIME 1 GAL/800 GAL. • TANK TACKIFIER 35 LB/800 GAL. SQ FT > Phone: (518) 438 9900 Fax: (518) 438-0900 TANK FIBER MULCH 30 LB/1000 \ \� r , r www.BohlerEngineering.com 4. GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO PREPARED i �. TOPSOIL UNDISTURBED SUBGRADE ... . IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. `x` �PNDSCgp �� NEW J. SWALE PLANTING 8 9 HYDROSEED SPECIFICATIONS 1 0 BLACK ALUMINUM EDGING NOT TO SCALE (S700.03xx_07/2022) NOT TO SCALE (S700.03xx_07/2022) NOT TO SCALE (S700.03xx_07/2022) i TREE TRUNK NOTES: SPECIFIED ARBORTIE GREEN (OR WHITE) THIS END WRAPPED ) I s �% 402359 STAKING AND GUYING MATERIAL IS TO BE AROUND TREE AFTER 2 3 Q� �TF FINISHED GRADE. MATERIAL VARIES: SEE PLANS FLAT WOVEN POLYPROPYLENE MATERIAL. KNOT IS TIGHTENED �, I %" WIDE, 900 LB. BREAK STRENGTH. A C F NE`N y ARBORTIE SHALL BE FASTENED TO 1/8" x 4" STEEL EDGE WITH STAKES EVERY 2' SPECIFICATIONS NAME1" 1 1/2" CRUSHED BLUESTONE GRAVEL; - p � STAKES IN A MANNER WHICH PERMITS SHEET TITLE: CRUSHED STONE FINISHED GRADE. SEE PLANS FOR ELEVATION COLOR; COLORS WILL BE GREYS WITH BLUISH TONES TREE MOVEMENT AND SUPPORTS THE HIS END 1 TREE. TO STAKE F / SIZE; STONE SIZES WILL RANGE FROM 1" - 1 1/2" IN AT LEAST ONE DIMENSION. STONE SIZING THIS END MIN, OF THREE (3) TO STAKE THIS END I( STAKES TO EACH TYPICAL TO STAKE PLANTING SHOULD BE UNIFORM WITH LITTLE VARIATION TREE GUYING THIS END FROM THIS RANGE. SILT CONTENT; STONE NEEDS TO BE CLEAN OF INSTALLATION I TO STAKE WEED BARRIER FABRIC DEBRIS AND SILT AT TIME OF DELIVERY. Y STEP 1: - STEP 2: STEP 3: STEP 4: STEP 5: DETAILS _ THIS END TIE A SIMPLE KNOT 18-24" WRAP THIS END AROUND FOLLOW MOTION OF ARBORTIE SLIDE KNOT JUST COMPLETED THE ARBORKNOT PROVIDES TO STAKE ROM EITHER END OF THE TREE. BEGIN A NEW KNOT AS SHOWN, FINISHING THE KNOT UP TO THE KNOT TIED IN STEP 1. SECURE, GIRDLE FREE ARBORTIE. BELOW THE KNOT THAT BY PULLING TIGHTLY ON POINTS FASTEN FREE END TO STAKE OR ATTACHMENT OF THE SHEET NUMBER: (DEPENDING ON THE WAS TIED IN STEP 1. A AND B AT THE SAME TIME. ANCHOR. ARBORTIE TO TREE. DIAMETER OF THE TREE) L=503 LANDSCAPE DETAILS TO BE READ /N CONJUNCTION WITH PLANS, NOTES, AND SPECIFICATIONS 11 STONE MAINTENANCE STRIP 12 ARBORTIE STAKING DETAIL REVISION 4 - 03/21/2024 NOT TO SCALE (S700.03xx_07/2022) NOT TO SCALE (S700.03xx_07/2022) 1 "symbol LEI Quantity Manufacturer 12 Lumenpulse XBLA n u i XSL1 XSL2 XS[_3 XWP 8 Lumenpulse 3 Lumenpulse 19 Lumenpulse 4 Lithonia Lighting Light _. Catalog [umber Description Liss WattageDESCRIPTION SYMBOL A O, MAX IN, MAX/MIN / IN Factor BLDB-TM1-120/277-CSL-N10-27K-CRI 80-3 This file was modified by Lumenblade Bollard 0.9 11 Parking and LOOP Road IX 1.3 fc 5.9 fc 0.1 fc 59.0:1 13.0:1 Lumenpulse to reflect an accessorized configuration. I a s BLDM-SD-120/277-CSL-L160-35K-CRI Path from Parking to Pavillion ;( s 2.4 fc 13.8 fc 0.0 fc N/A N/A 80-3 BLS Lumenblade 0.95 180 Paved Roads and Parking i 0.9 fc 66.3 fc 0.0 fc N/A i N/A BLDS-SD-120/277-CSL-M100-30K-CRI 80-2 BLS Lumenblade 0.95 115y/~ Route 9 Sidewalk I1� 1.4 fc 3.0 fc 0.2 fc 15.0:1 7.0:1 f BLDM-SD-120/277-CSL-L160-35K-CRI 80-4 BLS Lumenblade 0.95 180 Note WPX1 LED P2 30K Mvolt WPX1 LED wallpack 30001m 3000K color 0.95 23.26 - temperature 120-277Volts 1. Type XSL Site Lighting fixtures mounted on 20' Pole. 1 11 +D.D +D.D +D.Q 2. Type XWP Wall Packs along Loading side of Building mountes 10 6 AFG +o o +o.o +o.o +o 0 3. 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CR32U+. type col Certifications Color [enawnta 3 SDCM In, CRl lij.. 29 MforCRl80,vndCRl— _ Ww.n Wlnlerwnce t.u-21 i)ea 1d80t10 hrs yip ,rod. to 2s s4°117'. 221)1 ®w YRRO _ earl, 33R' xxk rtr comoNvnt f23IXK.3JWR.3Cn8%antl Amber cc c, krywpAset' Type XBL View #2 View #3 View #1 1 1 LEGEND: LANDS N/F OF F.W. OF SARATOGA, INC. CB ® CATCH BASIN1 LANDS N/F OF BK. 1078, PG. 336 / 1 1 SECTION 178.00 BLOCK 2 LOT 11.1 hV HYDRANT fJ 1 F.W. OF SARATOGA, INC. 1 LIGHT POLE / t r LANDS N/F OF 1 81 I ✓ 1 J L 3402 ROUTE 9, LLC SMN SECTION178.00 BLOCK 2 LOT 23 �1 SANITARY MANHOLE / , INSTR. 2013-43252 1 1 awI 0 STORM MANHOLE �J J / 11 SECTION 178.00 BLOCK 2 LOT 22 y i * e"xw M FENCE PROPERTY LINE AS PER ' 1 X 1 t7Wf O ELECTRIC MANHOLE ' l fl l l l ! t�l ! t 1 CHUNLINKFENCE o 1 91 17�93 CIRF o �s 1 �9¢ CDNC 1 _ d w ... -___ 1� l �! BENCHMARK FILED MAP REFERENCE NO. 2 �� IZ ®.� AION WATER VALVE 1 X _.—.x. — X — — _ _, u_ _ r-__ t r / ?I HYD-NHOA 1--------- -- J �p 1 l/RF ------ '' OF k77 -- / � ❑ TELEPHONE PEDESTAL �I 1 f!t "Y �� f ELEV - `3O8 7'9 ---- — — ---------- _> / _ v— I M 1 -,. _... PROPERTY LINE AS PER - ` ` 1 ; /r EHH ELECTRIC BOX JJ� / tJ �I MAP REFERENCE NO. 1 11LWS ELECTRIC TRANSFORMER j I/ �j jy - I ! 1 $ PROPERTY LINE AS PER 1 t R LRF FILED MAP REFERENCE N0. 2 >r> 1 h pg 9°h' �r UTILITY POLE J ! HYD �.- __.�. m3p6® j , p6h „3°h� > O TELEPHONE MANHOLE �! f - CHA/NL/NK NCE — _ .S85046'619»R, 1 �� 10 •h „,�ttr / _ i t Jr — — 610.83 . , -.w `, Kok° - r. All J` I.SCB TRAFFIC CONTROL BOX ISP O TRAFFIC SIGNAL POLE j B M1 1 y06 i �— X y-- X X _ xx J '~ ff Tf / hpa6 Oah g T C 21fili GAS LINE i /f - _ °g5 ! tl POLE EE A N ASPH4CT POLE S SANITARY LINE I 1° POLE „g0 N_/ k1 7 ST STORM LINE � 1 / t d °6 1 �.a,._ 9 r / AJ W WATER LINE j f Ir / \ • g�°h /1 Jl d „g ` „�p6 107- �/J / sy - Ind 1 .'i' T TELEPHONE LINE DH OVERHEAD WIRES + J57.82 SPOT ELEVATION t l t f 179 •/ O CAPPED IRON ROD FOUND ! tf I ff f S°6 h ICJ L! .4p1 6 - AAA 1 1 - 6' / Og RF O IRON ROD FOUND / I I t / `� a / a6 •gh / „� a "'Ar Goff cov-s SARATOC STATE `: LOCATION i Gulf I� I Course w, / l 1 0 SITE LOCATION PLAN: 1 "=2000' LEGAL DESCRIPTION: 1 6 ALL THAT TRACT OF PARCEL OF LAND, SITUATE IN THE CITY OF SARATOGA O IRON PIPE FOUND �P ® 1 I ' i fr / A� ' ___,__,-. / ' p}•s i ar i t _� 61 / „dog. °g� / „yo , hga k 1 .'� SPRINGS, COUNTY OF SARATOGA AND STATE OF NEW YORK, BOUNDED AND LA LANDSCAPED AREA ' d�l fr „gyp' J h g y0 pg. / / „y0k �... � DESCRIBED AS FOLLOWS: RD. ROOF DRAIN i j l I !J } JJ y y°g / „'a � pg� / y A' ��-t • BEGINNING AT A CAPPED IRON ROD LOCATED AT THE INTERSECTION FORMED BY j oh. / S 1a / k p 1 ." 5819 SOIL BORING d/l r jP� I I J •�°6 pb� S / �h 0 " „ — — — '�--�•`-` � 1 THE EASTERLY LINE OF SOUTH BROADWAY, U.S. ROUTE 9, SAID POINT BEING THE NW o MONITORING WELL 1 r"�I ,�ry��k; r ` _ °g --•05 a6 ' i 6 ah „ °a 'g " INTERSECTION FORMED BY SAID EASTERLY LINE OF SOUTH BROADWAY WITH THE J �l r/ i / m -305� — — e e r „g° _ yo'• ( / y° g ¢ \ t - , I DIVISION LINE BETWEEN THE LANDS NOW OR FORMERLY 3402 ROUTE 9, LLC GNK o GAS MARKER POST d � � (/ t / �o , _. ,'' / � — 9 '� / k1 � / ,y6 , _� P 1 „tp � 6 / h° � � � I � (INSTRUMENT 2013-43252 ON THE NORTH AND THE LANDS NOW OR FORMERLY EN o ELECTRIC METER / ® ty ! „g k6 / kk .ti° oh' 9 k, fJr �J- i I OF MCJACK, LLC (DEED BOOK 1668, PAGE 444) ON THE SOUTH; THENCE FROM d! 0 r � � cN o GAS METER 1 �rl t 1 ASPrraLr ypo' h / h • „�0 a pk. • ..•-- I SAID POINT OF BEGINNING AND ALONG SAID DIVISION LINE, AND CONTINUING a9 ,S� yo 1 _,.r °� j ALONG LANDS NOW OR FORMERLY OF F.W. OF SARATOGA, INC. (BOOK 1498, g0 °k16 „,S°g \ „ pk1 "'� `" t t rP PAGE 47, THE FOLLOWING THREE COURSES: 1) SOUTH 85°46'00" EAST, 610.83 AS %# ! J X FEET TO A POINT; 2) NORTH 10°13'59" EAST, 73.96 FEET TO A POINT AND 3) 1 J 1 1 g POST Ok 41 k.5 tpk. ,� \ r' „yo yo 1- , , P NORTH 86°12'05" EAST, 170.93 FEET TO A POINT; THENCE ALONG THE LANDS y0 IJ ,C�51 0 „ g°kti g gpg. gok k ,. 3°a As `Y�,•.NOW OR FORMERLY OF F W F SARATOGA, INC (BOOK 1078 PAGE 336), NORTH R O S R G 0 „ P86°41'18" EAST, 107.94 FEET TO A POINT; THENCE ALONG OTHER LANDS OF F.W. OF SARATOGA, INC. (BOOK 1099, PAGE 477), SOUTH 11°54'18" WEST, 617.35 t t ,tp .�° � soh' � t you � �P m1 i / FEET TO A POINT; THENCE ALONG THE LANDS OF EFF-JAY REALTY LLC (BOOK "I P 1676, PAGE 23) AND CONTINUING ALONG THE LANDS OF 3368 S. BROADWAY � k. A7 . -- �a� P ! x 1 t l � ..g. 0 •y0k• k1 .:9 k0 6 y0 J ,50 � t .� „ g \ doh JJ „ Id HOTEL LLC (INSTRUMENT 2022-31739), NORTH 85"30'00" WEST, 887.00 FEET TO „� ok1 s°a aosT 1 J r r S POINT; THENCE ALONG THE AFORESAID EASTERLY LINE OF SOUTH BROADWAY, % W „,spa J �6 � "1-0 'Jor/ NORTH 12`46'59" EAST, 501.66 FEET TO THE POINT OR PLACE OF BEGINNING. r 1 � � g,f � � ' pg� •'�° � � ,f k --- J r AREA: 10.68�ACRES ph, ( d you A8 CONTAINING IN ALL 10.682 ACRES OF LAND BEING MORE OR LESS. o°k k „g°k9 g1 9 „gogg gok� g°a6 II „h gy I i „gosh a gpti� r1r� \ "�° � 1 4 ,ro `..--0 frfr h t gpa.F..,. j f J! �f A9. � �� 11 J � f l A � Ir � � _/ / _ "gpg• l 1 J ry .�°� fr JJ LANDS N/F OF r sof Jf l ti' r ! ! d t r` J' Oh g g % 1 pa. k t J f J/ of f 1 J df ! S i°k' / „tok' o „ r f / j 6 � 0 / 6 r j ' %� P� r 1 ,� k� / v F.W. OF SARATOGA INC. I'll, ; J° ,' t4 ,h°g „ g gkg / // / / „y°k k BK. 1099, PG. 477 NOTES CORRESPONDING TO TITLE COMMITMENT: „ 11 / t � ! ° 1 -r / SECTION 178.00 BLOCK 2 LOT 17.2 NO TITLE REPORT RECEIVED TO DATE k 7F y0gg ! P 1 P > y0k �pk" POST / „�°kh„t°k , !J S°k0 .50 / gti -_ g „g 6 tp ! ( 1 � k. 'S°k9 � � 8'7REE a6 e. % 1 1 /1 k h Ok• h �0 ,�0 ' 1 f- a 1 1 1 1 IJ�„tpk' „ ok0 „g°gp „S gg � „gpag gp�0 k `> � _- fir f g 9 / •.y0 k gOga - 1 g g � Jr � FLOOD ZONE NOTE: 'S" t lJ P y 1 /p ok9 yy 4, x l) 1 �pke .� ( / „� a J PROPERTY SHOWN DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA ("SFHA") t l/(/ t / 11/J �` 177R£E '�° ks s°� �o�ti rr t 6s AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY it J / k / / � — _ — x � gpk� I „,� g- 'S°gg / „g t ,� ".�l i- 1J g� t P t LIES WITHIN ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR JD7REf h6 .�° a�°a \\trt '< x FLOODPLAIN, AS SHOWN ON THE FLOOD INSURANCE RATE MAP IDENTIFIED MAP „511 / y0 0 s kyi FPr k NUMBER 36091CO441E, PANEL 441 OF 693, OF THE CITY OF SARATOGA SPRINGS ,t°a f`' „ r J j SPRINGS, COMMUNITY NUMBER 360128, SARATOGA COUNTY, N.Y., BEARING AN it!l lI „ EFFECTIVE DATE OF AUGUST 16, 1995. + — — / 9t (I /I l $ \�* \ — `,�o / r g5h� kh gk^� , g6 Al f �1.. j x 1 / I X I J8UgE 157RtE30t> _ ± , ° \I S° ! rt 7 t 1 lrr ' 2 k, If x /� ly 1 � d �fG 177 I/ 'td Pl�ll �t NON X— — X hpg k Y _ „ �p 1 P — X — X _ CH41N L/NK FENCE � 1 � x 1 ^s r J - _-- X X __ X , S �phb 1 I/ I t t P I LP CONCRETE PAD — - t' 1 1 I r X— t ' LP sNh' 8 f/! /1 f 1 y Tl 119 .� ds r ; 1 i ❑ �\ �/ % , ,` y ` — — x — — x — ..�,���_..= LET FENCE Jr✓ 11 � ,.. =; ! CONC NDN \ / LANDS N/F OF t A.r grJiux Pr / ► >�, �� ,:' ,` �_�' ------------------ CERTIFICATION: 3368 S BROADWAY HOTEL LLC I "' r >> '____________________ l INSTR.2022-31739 Nr. t j + 4� r° >>>> >�' r THIS IS TO CERTIFY TO MCJACK, LLC THAT THIS MAP OR PLAT AND THE SURVEY It SECTION 178.00 BLOCK LOT 16 0 >'f / / `' ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "2021 MINIMUM LANDS N/F OF STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY EFF-JAY REALTY, LLC ESTABLISHED AND ADOPTED BY ALTA AND NSPS. THE FIELD WORK WAS WAS 1 / BK. 1676, PG. 73 COMPLETED IN OCTOBER, 2023. 1 �1 SECTION 178.00 BLOCK 2 LOT 17.11 I 1 GENERAL NOTES: TAX PARCEL NUMBER: CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK NORTH IS ORIENTED TO DEED REFERENCE 1 SEC. 178.00 - BILK. 2 - PARCEL 15 VERTICAL DATUM IS NAVD88, ESTABLISHED FROM GPS OBSERVATIONS AT THE TIME OF SURVEY MAP REFERENCES: UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. 1. "BOUNDARY SURVEY LANDS NOW OR FORMALLY OF MCJACK, ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL LLC." PREPARED BY NMB LAND SURVEYING, DATED SEPTEMBER OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 13, 2023, PROVIDED BY THE CLIENT. SURVEYED FROM RECORD DESCRIPTION AND AS IN POSSESSION. 2. "LOT LINE ADJUSTMENT MAP FOR FW OF SARATOGA, INC.." PREPARED BY THOMPSON & FLEMMING, DATED MAY 15, 2013 SUBJECT TO COVENANTS, EASEMENTS, RESTRICTIONS, CONDITIONS AND AGREEMENTS OF RECORD. AND FILED IN THE SARATOGA COUNTY CLERKS OFFICE AS MAP M2013-214. SURVEY SUBJECT TO ANY RIGHT, TITLE OR INTEREST THE PUBLIC MAY HAVE FOR HIGHWAY USE. DEED REFERENCES: SURVEY SHOWN IS SUBJECT TO ANY SUBSURFACE CONDITIONS THAT MAY EXIST, IF ANY. UNDERGROUND FACILITIES AND STRUCTURES SHOWN HEREON WERE TAKEN FROM DATA OBTAINED FROM PREVIOUS MAPS 1. BANKNORTH, N.A. TO McJACK, LLC, DATED DECEMBER 18, AND RECORD DRAWINGS. ALL ABOVE GROUND STRUCTURES AND SURFACE FEATURES SHOWN HEREON ARE THE RESULT 2003 AND RECORDED IN THE SARAT60CA COUNTY CLERKS OF A FIELD SURVEY UNLESS OTHERWISE NOTED. THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF OFFICE IN DEED BOOK 1668 AT PAGE 444. WHICH ARE NOT KNOWN OR CERTIFIED BY THE UNDERSIGNED. THE SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION MUST BE NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION AND CONSTRUCTION. 40 0 40 SCALE IN FEET p 1 "= 40' Of OCTOBER 9 2023 SIGNED,-- -------- --- ---- DATE:----------------- N.Y.S. REGISTRATION 049597 SOUTH BROADWAY AL ]CA/NSPS ]SAND TITLE SURVEY O F T H[]E ][BANDS O F McJACK, LLC CITY OF SARATOGA SPRINGS SARATOGA COUNTY, N.Y. SCALE: 1"=40' OCTOBER 6, 2023 DRAWN BY: KCW PROJECT NO: 23-3554 Ausfeld & Waldruff Land Surveyors LLP 323 CLINTON STREET, SCHENECTADY NY Phone: (518) 346-1595 Fax: 518-770-1655 FNEW P-A� y lr� xxcaasios OA 4 59� R�FESSION VINCENT P. AUSFELD P.L.S. LICENSE #049597 www.awlsllp.com Drawing Name: Z:\PROJECTS\2023\23-3554\dwg\23-3554-bm.dwg Xref's Attached: Dote Printed: Oct 09, 2023, 11:01am