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20200083 South Broadway Hotel - 176 S Broadway Final Signed Plans
South Broadway Hotel Site Plan Application 76 Broadway, Saratoga Springs, New York 12866 January 30, 2020 Revised June 17, 2020 SITE STATISTICS Revised November 18, 2020 --------------- - I ---------- ----- ----- --- ---------- - -- ---- _....... -------------------------- _....._.._..__ ___ _------- _..__........... ...... ---- _--------- ------------------ -------- _ ----------- TAX ID / PARCEL NUMBER: 165.83-2-35, 165.83-2-36 & 178.27-1-44 Revised June 17, 2022 x \ Y \ 101 �+ �:\\\\\\,, a Ir, 3 \•, \��� �• \ �... PARCEL SIZE: 1.37 AC :, �,a •r..4 �\ Il%¢;>+F#•. `\ \�:` \\Q��\0�����\\\\\\. \\\\\\\\\��\ �� SHEET INDEX ■Ar)ril 25, 2023 VICINITY MAP Sarato� Ca to ntr1 Sc / 6 Saratog Fire � Jr High Sch • PROJECT `Sta ow�r V ITE •.. / Will 1W arat a Sprin High Sch 7 i • t / �r 50 � l L�Co s PC1k 3//* ar a -1 r, 9P Q(railer � Park � ti R r ` 11 Greenridge i Cem 91 PROJECT LOCATION MAP ks :pF NE!v_ G\ s B. �Y000 ,A OJ l� C? 091339 � ZONING: TR-5 TRANSECT ZONE - NEIGHBORHOOD CENTER PROPOSED USE: 120 ROOM HOTEL (109,998 SF GROSS FLOOR AREA) ZONING REQUIREMENTS REQUIRED PROVIDED FRONT SETBACK MAIN BUILDING: 0'-12' 9.9' SIDE SETBACK MAIN BUIILDING 0' 2.5' REAR SETBACK MAIN BUILDING 0' 56.55' MAX BUILDING HEIGHT 50' (2 STORY MIN.) 49'± MINIMUM BUILD OUT 70% 95% PARKING DEMAN1 PARKING INFORMATION: PARKING REQUIRED: HOTEL: 12 EMPLOYEES - 1 SPACE / 2 EMPLOYEES = HOTEL: 120 ROOMS - 1 SPACE / ROOM = TOTAL PARKING REQUIRED = 6SPACES 120 SPACES 126 SPACES PROVIDED SPACES: SURFACE PARKING ON SITE = 60 SPACES (3 HC) PARALLEL STREET PARKING = 6 SPACES GARAGE PARKING = 63 SPACES (2 HC) TOTAL PARKING PROVIDED = 129 SPACES NOTE: THE HOTEL WILL PROVIDE A SHUTTLE SERVICE FOR GUESTS TO REDUCE TRAFFIC SPECIAL USE NOTICE OF DECISION: SITE PLAN NOTICE OF DECISION CITY OF SARATOGA SPRINGS MARKTORPEY, cra- JAMIN TOT3N0 V e C!*, PLANNING BOARD ROBERT r^ SMSTOL TODt FA$C i City Hail - 474 & oadway RUTHHORTO°d. ,. Saratoga Sprir*s. New York 12$ ib SARA BO€VIN LEXIE BON3TATISUS Tea: 5133•.5S?•355C fsx: 51&58S1-94bti AMY RYAN .Airermi wwwsaratz=ga spatir s,arg SHAWNA €ENKS: Ak&r dre NOTICE OF DECISION IN THE MATTER OF THE APPLICATION #20190497 SOUTH BROADWAY HOTEL 176 SOUT, H BROADWAY SARATOGA. SPNNGs. NY 12866 Involving the premises with tax parcel nos. 178.27-1-44, 165AM-35, 165.83.2-36, in the City of Saratoga Springs, on an application for a special use permit for a 120-room hotel within a Transect - 5 Neighborhood Center District_ In accordance with 6 NYCRR Part 617, the Planning Board classified this action as art Unlisted Action and issued a Negative SEQRA Declaration on October 3, 7 ..049. Having property noticed and conducted a public hearing on October 3, 2019, as required, on the proposed use; And, upon evaluation of the application based on the City's enumerated criteria to ensure that the proposed rise(s) will not adversely affect surrounding properties and community char acter: And, in accordance with requirements set forth in the City Zoning Ordinance„ chapter 240, article 7.1 "Special Use Permit", the Planning Board issues the following decision on October 17, 2019 (passed 7-0-in favor: T Totino Bristol F orpey, abozzi, Horton. Boivin, Banicatibus): 0 Approve with the following conditions, per October 14, 2019 menco from LA Group: I. Provide appropriate screening, both vegetative and fencing, along Gurtler Lane that preserves existing trees, specifically the 32" dbh maple tree. 2. Eliminate gate access at end of Gurder Lane. 3, Provide civic space along S. Broadway frontage to complement the building, such as outdoor seating: possible bike share location, etc., to be determined at site plan review. 4. Advance an agreement with adjoining conintercial neighbors regarding easernents for access, parking, maintenance, and signage. S. Provide parking lot signage identifying locations of shay ed parking accommodations. 6. Maintain a dedicated employee parking area to the rear of the site. 7. Continue to work with DPW and DP5 to achieve an agreeable closure of the existing curb cut onto the paper street behind commercial tenants on South Broadway, 8, Continue to work with DPW and DPS to provide off -site improvements along Lincoln Ave. and Whitney Pt, to include bump -outs, striping, etc. as detailed in the traffic engineer's report. 9, Provide appropriate signage at Gurtler Ln, entrance to direct commercial traffic from Lincoln Ave. j0, Provide hotel shuttle bus opportunities to reduce traffic. 1 I. Continue to explore energy efficient systems for the project, Pal_ I of 2 12. Consider reuse of the "Turf and Spa' motel sign within the proposed building interior, Note: this approval shall expire 18 months from the issuance date unless all conditions have been complied with and actual work begun. d`November l8, 2014 .,L- tmm Date received by Accounts Chair Building Dept„ P.Nk Wdt*m P.Wti Safety, A[¢:ra m D= pt„ App€,cw tlfsgeni. Fiie CITY OF SARATOGA SPRINGS MARX TORPEY, CA. , , ' SARA BON N, Wm Chair PLANNING BOARD TOOD FABOZZI ^� _....-....__.__�..m RUTH HORTON fi A City Halt 474 Broadwy LEX€ESONITATIBUS ,, �' •},�' KERRY MAYO y 7 Saratoga Springs, New York 12866 JASON DOTY Te1�SI$-6B7.3SS0 faz: 5i8--''+BtF-4aEti; SHAWNA JENKS.,4hernw wnvw.saratoga- spri�ps. arg NOTICE OF DECISION In the matter of the application - #20200083 South Broadway Hotel 176 S. Broadway Saratoga Springs, NY 12866 Involving the premises with tax parcel nos. 178.27-1.44, 165.83-2-35. 165.83-2-36 in the City of Saratoga Springs, on an application for site plan review fora proposed € 20-room hotel and associated site work in the Transect - 5 iT-5i district. In accordance with ry n guidelines objectives, standards and garde a es contained in the City Zattirrg Ordinance, chapter 240, article 7.2 "Site Plan Review". the Planning Board issues the following decision on February 25, 2021 (passed 7- 0 in favor: Torpey. Boivin, Morton, Faboxzi, Bonitatibus, Mayo, Doty): L Approve with the following conditions: • Continue to work with DPW and DPS to achieve an agreeable closure of the existing curb cut onto the city owned paper street behind commercial tenants on South Broadway. • This abovementioned curb cut closure also includes rerouting access to the commercial tenants on South Broadway from Gurtler Ln., implementation of such plan shall be revisited periodically with DPW, DPS. and the applicant prior to signing of final plans by the Chair; such discussions shalt be documented and included in the project fire. • The applicant will continue to coordinate with DPSV and DPS on a long-term basis and design the hotel parking area with sufficient flexibility to connect to the commercial tenants on South Broadway after an agreement has been achieved regarding the curb cut closure. • Design and install the intersection, improvements to Whitney Place at Lincoln Ave., including curb extension, striping, centerline and stopbar, signage, and crosswalk. Construction shad be to the satisfaction of DPW and DPS. • Add area shown as parking spaces I and 2 to the public access easement. The purpose of tine public access agreement is to allow for a safer- and more efficient traffic flow after the curb cut closure issue has been resolved. • The specific language within the public access easement shall be to the satisfaction of the City Attorney prior to signing of final plans, • Tree protection measures, to be installed for the two trees to be preserved, shalt be verified by the City Arborist prior to any site work. • A vegetative buffer shall be sufficiently mairimned to screen the parking lot from Gurtler Lane • Final plans shall be provided to the satisfaction of the City`s designated engineer and DPW. Page I of 2 The applicant is required to: I Deliver a letter of creditor cash escrow in the amount approved by DPW to the City per Article 7.2,15 of the Zoning Ordinance. This must occur prior to final signature by the Planning Board Chair. 2. Submit one (1) mylar and two (2) paper copies of the final approved site plans for signature by the Planning Board Chair within eighteen 1181 months of approval as per Article 7.2.12 of the Zoning 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 T2.14 of the Zoning Ordinance. IV Date Chair cc: Building Dept- DPW, DPS, Accounts (Sept„ Applicant/Agent, File COVER SURVEY L-1.0 EXISTING CONDITIONS, DEMOLITION & ESC PLAN L-1.1 EXISTING CONDITIONS, DEMOLITION & ESC PLAN ENLARGEMENT L-2.0 LAYOUT & MATERIALS PLAN L-2.1 LAYOUT & MATERIALS PLAN ENLARGEMENT L-2.2 EASEMENT LAYOUT PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 UTILITY PLAN L-5.0 LANDSCAPE PLAN L-5.1 LIGHTING PLAN L-6.0 CONSTRUCTION DETAILS L-6.1 CONSTRUCTION DETAILS L-6.2 CONSTRUCTION DETAILS L-6.3 UTILITY DETAILS L-6.4 UTILITY DETAILS 1. ALL WORK MUST CONFORM TO ALL FEDERAL AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4. THE CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION, CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/ DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES, 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OF RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 9, ALL POINTS FCONSTRUCTION 0 INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWING, 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER., Prepared B : p Y L The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs ff 518-587-0180 NY 12866 www.thelagroup.COM Applicant : Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Surveyor: CHA Consulting 111 Winners Circle PO Box 5269 Albany, NY 12205 Architect . • Balzer & Tuck Architecture 468 Broadway Saratoga Springs, NY 12866 Planning Board 20200083 APPROVAL: �1-��, JE-X < <O /�o 7z Z� APPROVED U DER AUTHORITY OF A RESdLU ON ADOPTED BY THE PLA7ING B ARD OF THE CITY OF SARA T GS. Z5 CHAIRPERSON D TE SI ED N 0 30 60 Scale in feet -- -C GAS (REC.) IL NCOLN A �.3 X 315.4 POLE (60' RIGH p 50N Y10.6 6 GAS (RE( �.►� � IRGS1 rIPE R ppp BOUNpP`RY 1 .2 I � I I I 316.5 t I Ir X�,6.7 _ r r ASPHALT DRIVE & PARKING 317.9 X 317.7 LANDS N/F BI TNARA, LLC BK. 2011 P. 41050 318.2 ■BENCHMARK RR SPK 0 POLE ELEV. 316.42' to (15000,v G I Q i DEED)yNa' (130.00' DEED) A x , 317.2 N ; ' N ; LANDS N/F c LANDS N/F LANDS N/F Gam, V ' ALISON GRANT 314.0 2 SBS 182 LLC TURF AND SPA II �` - d' �`[GlATY BK. 2008 P. 31863 313. 3.6 X 617.0 ^ N / " AGE BK. 201 OP. 42423 MO TEL, INC. < 3, 6 , ' 3 BK. 701 P. 418>> x 317.2 �' J TMP 165.83-2- 36 x' - p ' $$ 3 HA TCHED AREA ; ' N (130.00' DEED) 1 TFB'1313.3 / r/ ( 0� PIPE ASPHALT DRIVEWAY POR ON OF TAX PARCEL 165.8J-2-J6 I II X 31 .8 \\ 3 x 31a.6 - e 3 a 0 (NO RECORD FOUND AS TO OWNERSHIP) X 16. 317 31s.a N �3t7.0 - - - I I 36 /ELM S`7D. A T ARC UNE ` \ � 31 E ' LANDS N/F I U �. p t.:::. x � ' ______, 5 1p E ®,\ 17� p� i MELISSA A. JABOUR ' 313. � SN6 / - �\X/318.1 2 C9 i POLE 3 6' STOCKgpE x� 49 �r WELL ' X 316 "�� BK. 1541 P. 158 NM217/1/2 ' PO1 \\ 1 I 3131�1Q/UG 1 x x 6 11 I 31 .8 s I��rr I wv x I �W =I ' - - PRIVA 3 ; PIIMP T, P _ ' ' l C 1` LA BRICK yr GAS P/L HOUSE PAID K -(_�yE _ i, (130.00' DEED) O Tc Q 316.7 LANDS N/F PETER T. COE BK. 201OP. 38976 S79'01'51"E �O 18" PINE 3 TREE CLUMP LANDS N/F GREENRIDGE CEMETER Y ASSOCIA TION, INC. BK. 642 P. 74 (SEE MAP REF. NO. 2) ------ Ry M H 0 TF: 314.8 Revisions: Drawn By: App'd. By: Date: UNAUTHORIZED ALTERATION OR Drawing Copyright 0 2015 ADDITION TO THIS SURVEY MAP IS A VIOLATION OF SECTION 7209 OF NE SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 4.� E° QQ 0 THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL 0* SHALL NOT BE CONSIDERED TO BE VALID COPIES. CERTIFICATES • l t H INDICATED OR IMPLIED HEREON Q! SHALL RUN ONLY TO THE PARTY rc c, on C+WW i- FOR WHOM THE SURVEY IS PREPARED, AND ON THEIR BEHALF OS 0 2 6 III Winners Circle, PO Box 5269 • Albany, NY 12205-0269 TO THE ADDITIONAL PARTIES LISTED MAP ISSUED MJB JEQ 11/06/15 HEREON. CERTIFICATES ARE NOT LA)� Main:(518)453-4500 • www.chacompanies.com TRANSFERABLE TO ADDITIONAL DW vbase_307751000 Xref: DVIeW: PARTIES, OR SUBSEQUENT OWNERS, 9 NOT LISTED HEREON. John E Quinn Jr NYLS 50269 CHA Project Number: 30775-1000 SITE LOCATION (SCALE: NONE) REFERENCE MAPS: 1. MAP ENTITLED "MAP OF PORTION OF FORMER MARVIN ESTATE SITUATED ON SOUTH BROADWAY, SARATOGA SPRINGS, N.Y.", AS PREPARED BY S.J. MOTT, C.E. DATED JULY 1926 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP EE-49. 2. MAP ENTITLED "PLAN OF GREEN RIDGE CEMETERY [WESTERN ADDITION], SARATOGA SPRINGS, N.Y.", AS PREPARED BY GEO. L. AMES DATED AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON MAR. 12, 1881 AS MAP CC-61. 3. MAP ENTITLED "TOPOGRAPHIC MAP OF PROPERTY OF HARRY OPPENHEIM, SARATOGA SPRINGS, N.Y.", AS PREPARED BY J.F. BURKIN C.E. DATED APRIL 13, 1954. 4. MAP ENTITLED "AS -BUILT THIRSTY OWL WINE COMPANY AND BISTRO, 184 SOUTH BROADWAY, CITY OF SARATOGA SPRINGS (I.D.), SARATOGA COUNTY, NEW YORK", AS PREPARED BY TOMMELL & ASSOCIATES JUNE 11, 2013 NOTES: 1. BASE MAPPING PREPARED BY CHA FROM AN OCTOBER 2015 FIELD SURVEY. 2. NORTH ORIENTATION IS TRUE NORTH BASED ON GPS OBSERVATION TAKEN AT THE TIME OF THE FIELD SURVEY. MAPPING PREPARED ON NAD83 STATE PLANE COORDINATE SYSTEM - NEW YORK EAST ZONE. 3. CONTOURS AND ELEVATIONS SHOWN ON NGVD29 VERTICAL DATUM BASED ON GPS OBSERVATIONS. 4. UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES HAVE BEEN SHOWN FROM SURFACE LOCATIONS COMBINED WITH AVAILABLE RECORD PLANS. THEIR ACTUAL LOCATION MAY VARY SOMEWHAT FROM WHAT IS SHOWN AND OTHERS MAY EXIST. SIZE, TYPE AND LOCATION OF ALL UTILITIES AND STRUCTURES MUST BE VERIFIED BY PROPER AUTHORITIES PRIOR TO ANY AND ALL CONSTRUCTION. CALL DIG SAFE PRIOR TO ANY EXCAVATION. Plat of Survey of Lands Owned by TURF & SPA ffOTEL, MC. Reference Deeds: Book 1461, Page 334 & Book 701, Page 418 City of Saratoga Springs County of Saratoga State of New York Scale: 1" = 30' I Date: 10/15 Sheet 1 OF 1 U) w 0 E 0 0 0 U m 0 PROTECTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO CONTRACT OPERATIONS. 2. THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. THE CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, AND FENCES TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. REMOVAL NOTES: 1. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH AND INCLUDE BASE MATERIAL, FOOTINGS, AND FOUNDATIONS AS APPLICABLE. REMOVE TREE ROOTS TO 24" DEPTH BELOW FINISHED GRADE AND LEGALLY DISPOSE OF ALL MATERIAL OFF -SITE BY THE CONTRACTOR. SITE PREP NOTES: 1. THE CONTRACTOR SHALL CONSULT WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF ANY WORK. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL CONDITIONS TO THE OWNER'S REPRESENTATIVE. 3. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED FROM ANY UTILITY COMPANY OR OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 4. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 5. ALL EXISTING SERVICES MUST REMAIN ACTIVE SO NO DISRUPTION IN SERVICE OCCURS TO OFF -SITE USERS. 6. OVERHEAD POWER SERVICE RELOCATION TO BE CONSIDERED WITH NATIONAL GRID AND DEPARTMENT OF PUBLIC WORKS. EROSION AND SEDIMENT CONTROL NOTES: 1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY AND/OR INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. 2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS REQUIREMENTS. 3. PROPOSED LIMITS OF DISTURBANCE ARE CLEARLY INDICATED ON THE PLANS, AND SHALL BE STRICTLY ADHERED TO. IN NO CASE SHALL THE CONTRACTOR DISTURB MORE THAN 1 ACRE. PROJECTS WITH MORE THAN 1 ACRE OF DISTURBANCE AT ANY TIME ARE REQUIRED TO OBTAIN COVERAGE UNDER'THE NYSDEC GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY' AND PREPARE A COMPLIANT STORMWATER POLLUTION PREVENTION PLAN. 4. PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST BE INSTALLED AT PROJECT INGRESS AND EGRESS POINTS AND IN ACCORDANCE WITH THE PROJECT PLANS AND DETAILS. PAVED AREAS WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY. 5. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. 6. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 7. ALL CATCH BASIN INLETS SHALL BE PROTECTED FROM SEDIMENT LADEN RUNOFF. 8. ALL STORM DRAINAGE CONVEYANCES AND OUTLETS SHALL BE STABILIZED, AS REQUIRED, BEFORE THEY BECOME OPERATIONAL. 9. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO PREVENT EROSION BEFORE GRASS IS ESTABLISHED AND PROMOTE FASTER VEGETATION COVER, 10. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. LEGEND PROPERTY LINE SF SILT FENCE 4 L-6.0 2 REMOVE ITEM xxxxxxxxxx EXISTING ITEMS TO BE REMOVED SAWCUT STABILIZED CONSTRUCTION 2 ENTRANCE REMOVE STRUCTURE REMOVE PAVEMENT IV V REMOVE VEGETATION STOCKPILE AREA 3 L-6.0 V o W W 1 i 1 1 Q I Ii W O 1 r-, 1 rCCG rr'V 1 r-u I IVIV, I T r. REMOVE CLEAN OUT AND CUT AND CAP UTILITY AT THAT LOCATION kc*mml D STOCKPILE AREA The LA GROUP Landscape Architecture & Engineering P.C. Peop/e. Purpose. Place. 0 ,r>.. " X" m 40 Long Alley p: 518-587-8100 r eg 0180 i g - - — -- - �v aNY 12866 wwwthel g o p com \`` t �e\..... �t Unauthorized alteration or addition to this \ REMOVE EXISTING BUILDING document is a violation of Section 7209 of the ` �•. New York State Education Law. •.•� `� 4 IOc the LA Group 2019 its B2 Prepared for, N REMOVE EXISTING WALKWAYS AND ASPHALT -- - Larkin Hospitality l CONCRETE WASHOUT STABILIZED CONSTRUCTION ENTRANCE REMOVE EXISTING CURB REMOVE EXISTING FENCE REMOVE EXISTING VEGETATION . s :`il ..�Oc�3. a i •• 4; r ,, H ill L WATE}l VALVE TO REMAIN y,. REMOVE SANITARY"!SEWEFt E,;;,::,, REMOVE WATER VALVE AND IQ LIT AND CAP SERVICE REMOVE UTILITY POLE. __..._COORDINATE- WtTFt __...._.. NATIONAL GRID Planning Board # 20200083 APPROVAL: V9161 7, APPROVED UNDER AUTHORITY OF A RESO OPTED BY THE PLANNING B ARD OF THE CIT OF OGA SPRINGS. y 2 6 Z CHAIRPERSON D TE SIGNED If r 20 10 0 5 10 15 20 Scale: V = 20' 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 NEl�y Yo , B. clCc n JI w w c� ��OA 091339 ski= OFESS�oP Project No.: 2016144 Design: MCB Drawn: KAC Ch'k'd: CMI Date: 1/30/2020 Scale: 1"=20' Rev: Description: Date: 1 CITY COMMENTS 4/29/2020 2 PLAN AMENDMENT 11/18/2020 3 PLAN REVISIONS 6/17/2022 Drawing Title Existing Conditions Demo, 8t. ESC Plan Drawing No. L - 1 . 0 LEGEND SF DX PROPERTY LINE SILT FENCE 4 L-6.0 REMOVE ITEM xxxxxxxxxx EXISTING ITEMS TO BE REMOVED ---------- ■■■■■■■■■■ ---------- SAWCUT STABILIZED CONSTRUCTION 2 ENTRANCE REMOVE PAVEMENT .0AVAVA........, IjAWV........... - • ............... •1 yam. 1� •� W U E - \ li1 C A t _ i EMOVE ASPHALT AND CONCRETEa ,• �l Planning Board # 20200083 APPROVAL: la-10"o - 4-y `/ ZZ- APPROVED UNDER AUTHORITY OF A ES LOTION ADOPTED BY THE PLANNING BOARD OF THE ,C,IITYY OF S/AAR INGS. 7 A6 /� ✓l�l// . 11� I CHAIRPERSON DATE SIGNED kc4u)= The LA GROUP Landscape Architecture & Engineering P.C. PeapCe. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. c0 the LA Group 2019 Prepared fora Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 �,`Q- B. //,O,p. W u, Rz 091339 AR�FESSI��P� Project No.: 2016144 Design: MCB Drawn: KAC Ch'k'd: CMI Date: 1/30/2020 Scale: 1"=10' Rev: Description: Date: 1 CITY COMMENTS 4/29/2020 2 PLAN REVISIONS 6/17/2022 Drawing Title Existing Conditions Demo, & ESC Plan Enlargement Drawing No. 10 5 0 2 4 6 810 Scale: 1" = 10' LAYOUT NOTES: 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5, FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. LEGEND Z O a r° H N O m�� mN N O 2 aNa f co �o� IcnE \ \ EMPLOYEE ONLY 1F 2.5' PARKING L-6.1 18.00' 6 9.00" ASPHALT PAVING ��g�,ww� \ 6 ASPHALT PAVEMENT 1 7 TRANSITION CURB L 6.0 0 \ L-6 2 DUMPSTER ENCLOSURE L-6.0 STOP SIGN 06 = w HEAVY DUTY L-6.1 L-6.1 AND STOP BAR MARKING ¢ 9 TRANSITION CURB GENERATOR/ 25 24 3 22 21 20 19 18 ' L-6.0 TRANSFORMER t. F- INSTALL STOCKPILED "DEAD END" SIGN T HT' L 6 2 o ELECTRIC VEHICLE CHARGING STATION \ SCREENING FENCE _ N �012- 0( 7 1t+^RARAmntl iA1 C�l/�AIAI�� ° 13.00'Q�'/ -N 524948 47 4642.0' 53 O 4" BOLLARD IT 52.49' TYP. RETAINING WALL WITH FENCE,SEE ARCHITECTURAL PLANS 6 ONCRETE CURB, L-6.0-6.0 PARKING AND ACCESS ON TOP OF PARKING GARAGE ACCESSIBLE L 6.1 PARKING FOUR STORY HOTEL BUILDING I 104,000sf +/- GROSS AREA AAAAAI AAAAAI �r AAAAAI AAA AAAAAAA� _ .... .............. OSTRU tON.:::_. DETECTABLE L16 0 DECORATIVE WARNING STREET LIGHT STRIP, TYP. 162.20' �\ 10.4' 10.4" 0 45 1 7 'STOP' SIGN AND L-6.1 L 6.1 STOP BAR MARKING 6 2 8' 5' �7:31'. 9,0 O i �- i` �� tl oo o \o 5 U- O F A t9 M rn DIRECTIONAL 6 ARROW MARKING L-6.1 DETECTABLE 12 WARNING STRIP, TYP, GAS METER LOCATION BIKE RACK 8 L-6,1 MODERN LANDSCAPE BENCH(L-E62 Ell 4 DECORATIVE L-6.1 STREET LIGHT 'l L 6.1 'ONE WAY' SIGN L�-61 14 COMMERCIAL L-6.0 RIVEWAY ENTRANCE ,... a``````�` ....... 14 1�--Jl L;J I 1: an 'Is c ar,e i;rdr,Jteeturr n i n e e riri a P C arat€ ga Springs 51858 t 180, Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. C the LA Group 2019 Prepared fora Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 1 STOP' SIGN L-6.1 LLB O � r 6. 5', '711 1 9.0' 1 27.14' j 3 o ` - c� I FIRE TRUCK MANEUVERING PLAN AS APPROVED BY THE SARATOGA SPRINGS FIRE DEPARTMENT Project Title: 36.16' South Broadway O _ Hotel DECORATIVE L-6.1 STRE T LIGHT 176 Broadway CONCRETE CURB, TYP. Saratoga Springs, NY 12866 I 7 CONCRETE PAVING L-6.0 0 ��0 - NEpy- �1�' 9 TRANSITION CURB, TYP. �,S B. N�yO,Q L-6,0 24.37' L16 0 DETECTABLE WARNINGd oR 91339 v ::-:. � :...:.....:.:::. __............ _ ._._ _. l3FE S ON \ fi 'DO NOT BLOCK Project No.: 2016144 L 6 1 SIGN Design: MCB 13 CROSSWALK Drawn: KAC Ch'k'd: CMI -' L-6.0 Date: 1/30/2020 Scale: 1"=20' 8 PROPOSED UTILITY POLE. L-6.2 INFORMATION SI(,NAGE KIOSK COORDINATE WITH Rev: Description: Date: 0 0 20 2 3 Drawing title Layout &. Materials Plan Planning Board # 202000083 1 CITY COMMENTS 4/29/202 2 CITY COMMENTS 6/17/202 3 PLAN AMENDMENT 11/18/20 4 PLAN REVISIONS 6/17/202 S PLAN REVISIONS 4/25/202 APPROVAL: Drawing No. APPROVED UNDER AUTHORITY OF A RESO OPTED BY THE PLANNING BOARD OF THE CIT F A OGA SPRINGS. 20 10 0 5 10 15 20 A CHAIRPERSON L-2.0 Scale: 1" = 20' DA E SIG ED LIMIT OF CONSTRUCTION 06 t vow o00 \ 7 CONCRETE L-6.0 PAVING, TYP, h �—'NO PARKING' 1 SIGN L-6.1 wH . Fy_ a p�,Q 7 C CONCRE,. TTE 1 CURBYP. 4",0 Sy� cy ��� LEGEND SIGN PROPERTY LINE RETAINING WALL CONCRETE CURB CONCRETE PAVEMENT ASPHALT PAVEMENT 6 L-6.0 O BENCH -4� DECORATIVE STREET LIGHT 4 L-6.1 6 ACCESSIBLE PARKING SPACE 'NO PARKING HERE TO CORNER' SIGN i The LA GROUP l \ 3 i :a li S is i...'i.0 g ci'3P`iilgr tr 518 .`_?8r-('180 2 i Unauthorized alteration or addition to this \ document is a violation of Section 7209 of the O\ New York State Education Law. i I s UJ c x opea F— L ARCHITECTURAL GARAGE LAYOUT PLAN Planning Board # 20200083 APPROVAL: 'C'," /o APPROVED UNDER AUTHORI O?FXA PLANNING BOARD OFT JTION ADOPTED BY THE GA SPRINGS. Scale: 1" = 20' 10 5 0 2 4 6 810 Scale: 1" = 10' c0 the LA Group 2019 Prepared for - Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 -of NEe,�� ,�- ,Vp,S B.0 . Z5 r � LU Z n L`OA 199133g ROFES SIONP Project No.: 2016144 Design: MCB Drawn: KAC Ch'k'd: CMI Date: 1/30/2020 Scale: 1"=10' Rev: Description: Date: 1 CITY COMMENTS 4/29/2020 2 CITY COMMENTS 6/17/2020 3 PLAN REVISIONS 6/17/2022 4 PLAN REVISIONS 4/25/2023 Drawing Title Layout & Materials Plan Enlargement Drawing No. L-2.1 DATE SIGNED CHAIRPERSON LEGEND PROPERTY LINE RETAINING WALL CONCRETE CURB 8 L-6.0 o BENCH 4. DECORATIVE STREET LIGHT 4 L-6.1 ACCESSIBLE PARKING SPACE Io 0 M O O M O M 1 r \ t I I i I i � e ni\L-n vi r/'U\rVIVl7 Jr"MIiC i rvvu c ADDED TO CROSS LOT ACCESS EASEMENT 3 .__'__...... .__.... _.......... ......... ...-....... ........- S'b'UTH BROADWAY I s, .:::...:..:::..:: _ ...... _. Planning Board # 202000083 APPROVAL: ,4�00�0. C APPROVED UNDER AUTHORITY OF A R SOL DOPTED BY THE PLANNING ZRD OF THE CITY OF SAR GA SPRINGS. y 2� CHAIRPERSON DATE SIGNED \ate n ]ROUP i..and,,,.:ap f.'. .i.. :;:it..st:: `;. Lir ._ :. Fll:jl(•�"._..?'ii D.{_. II {� �.5" -�.� ..t)II� r�1.I.tx'�' fs: f::F18-{38ts-8ti.: NY 12866 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for.' Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title - South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 CO �. w 2 �. 10,0 91339 Cc, �q v \�FES sio Project No.: 2016144 Design: MC8 Drawn: KAC Ch'k'd: CMI Date: 6/17/2020 Scale: 1"=20' Rev: Description: Date: 1 PLAN AMENDMENT 11/18/2020 2 I PLAN REVISIONS 6/17/2022 Drawing Title Easements Layout Plan Drawing No. 20 10 0 5 10 15 20 L-2.2 Scale: 1" = 20' GRADING NOTES; 1. EXISTING BASE MAP PREPARED FOR TURF & SPA MOTEL, INC. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 10/2015 PERFORMED BY CHA CONSULTING, 111 WINNERS CIRCLE, PO BOX 5269, ALBANY, NY, 12205, FIELD SURVEY DATED OCT. 2015. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 25. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES, 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS, MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 19. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 20. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). LEGEND � - - PROPERTY LINE 850 MAJOR CONTOUR 852 MINOR CONTOUR - 850 EXISTING MAJOR CONTOUR --..... 852 - EXISTING MINOR CONTOUR / 857 PROPOSED SPOT ELEVATION --ST-- PROPOSED STORM DRAIN w PROPOSED WATER LINE ®`i PROPOSED CATCH BASIN AD ■ PROPOSED YARD DRAIN MH PROPOSED MANHOLE � of LLJ r W �'o O_ O ' .�. ,r ..... .. _ 319.4 i DIVERSION STRUCTURE IM:316.5' ii 1 �a RIM: 316.80' INV. OUT; 314.0' ng y SC 740 UNDERGROUND INV. IN(W,15 ). 312.05 CB-8 6' O INFILTRATION CHAMBERS ( ) INV. OUT (N,15"): 310.61' �� TC 318.65 a79 ..• ' REPLACE EXISTING CATCH BASIN TOP OF CHAMBERS: 313.00' INV. OUT(E,12"): 311.54' _ - BC 318.65 MAINTAIN EXISTING INVERTS BOTTOM OF CHAMBERS: 310.50' - TC 319.5 .-' �.._. BOTTOM - 9 LF OF 12„ NEW INV. IN: 310.8' _ u.\ TC 318,85 ° RIM: 316.65 1 HDPE 2 /o 1-5 C 319.0 i Rl r� 1 4S.a _. __..._._.._ WEIR: 312.55' 18.35 INV. IN:311.54' - CB 1 _. INV. OUT:311,54' :.xrct�V _i_ v'. CONS UCT10 RIM:318.1' MIT - IN .8 62 LF OF 12" LI ,•\\u OF OUT 313 ' �� V o�\\\\� �\\\\�_ ,; _x-TC 318.2 TC 818.9 HDPE @ 1.2 /o - \\ BC 31$4 TC 319.2 r - BC 318.7 ,a-.>c--=--x _ . _. � BC 317.7 \o\\ x- _ 22 LF OF 6" � � .©. .... TC 318.35 "-x-x- TC 318 4 . HDPE @ 2.0% HDPE OF1 0% o BC ' BC 31 -,� - R 5 LF F 12" CB 2 TC 318.5 w 317.45 6 ST ST 317.9 BC 318.0 0 I HDPE @ 1.0% ®'. RIM' 316 9' S TC 317.2 31T;3 BC 317.4 I 1 INV. IN(E): 313.6' ST BC 316.7 • I 3 INV. IN(W): 313.6' 5T TC 318.0 INV. OUT: 313.5' TC 318.5 TC 318.5 � _ > I ' BC 17 5 i ® s - ` .. TBC 318.0 BC 318.0 P-1 -3 u -3 �- 317,4 317.4 TP-2 317.4 - .....i ; u B-7 S' �' TC 317.7vw B-6 1 BC 317.2 T S - ST ®�� I CB-3 TC 318.38 T ST 5' BC 317.88 ST 317.5 RIM' 316 6 I • ST S � HDPE OF 6'O �� 11 OF ► P 317.25 ,....x 5' . E @ 1. % TC 318.70 • : Ham, INV IN(E): 313 5 �" CB-6 (KO) 'i r 0 LF 12" 1 16.9 0 INV. IN(S): 312.95' �,- - BC 318.20 RIM:316.5' '; i \` -r HDPE @ 1.0% 317.4 INV. OUT: 312.85' ROOF DRAIN INV. OUT:313.70' 'i l "�"-x- --«-� ° 1 INV. OUT:313.8' • l" GRADINGA 30 LF OF 12" W CB-5 (KO) CB-4 316.7 DRAINAGE HDPE @ 1.0% --1, r 316.3 UNDERGROUND INFILTRATION RIM: 316.5' STRUCTURES IN THIS ' �_ : ,i RIM: 316.2' AREA TO ,BE PART OF TC 317.50 "'} } INV. IN: 313,40' CHAMBER MAINTENANCE PORT,_._. INV. IN(N): 312.20' BC 317.00 THE ARCHITECTURAL , , • TYP. OF 3 INV. IN O: 312.20' INV. OUT:313.30 INV. OUT(E,15"): 312.10, PLANS FFE 317.7 • i . Z 317.5 i j E 317.E IAl _ __ ......._ _- _ -. _. TC 317.10 17.35 BC 317.10 317.5 317.05 317.05 317.7 B-5 307.3 A 317.50 x 317.3---,0 n \ I o O° 306. 317.3.E � I 17.7 306 Wp 317.56 0 f'317�8 TW 320.5 317.5 O BW 317.56 = TRENCH DRAIN, BY 317.6 OTHERS, INTERNALLY I DRAINED } i E E t B-3 ROOF DRAIN CONNECTION 315.6 I... 317.E 317.7 317.7 315.0 315.46 - DN ytr/o MAX I 317.5 TW 317.5 ` BW .3105.5. `. A:C +` ME= mmmwma. seen 1000_.MbM _ \° 315.5 _._._. „... ... ...... CT INFILTRATION TESTS 1-2 TEST DEPTH: 48" TRIAL INFILTRATION RATE (IN/HR) 1 62.0 2 46.0 3 37.0 4 34.0 1-3 TEST DEPTH: 48" TRIAL INFILTRATION RATE (IN/HR) 1 60.0 2 46.0 3 38.0 4 36.0 1-4 TEST DEPTH: 84" TRIAL INFILTRATION RATE (IN/HR) 1 5.0 2 4.0 3 3.5 4 3.0 TEST DEPTH: 84" TRIAL INFILTRATION RATE (IN/HR) 1 7.5 2 6.0 3 5.5 4 3.5 TP-1 TEST DEPTH: 108" TRIAL INFILTRATION RATE (IN/HR) 1 720.0 2 720.0 3 720.0 4 720.0 TP-2 TEST DEPTH: 108" TRIAL INFILTRATION RATE (IN/HR) 1 360.0 2 360.0 3 327.3 4 327.3 5 327.3 BC 317.5 BC 317.11 • - TC 318.7 i BC 318.2 1 TC 318.6 BC 318.1 : ENE 3�s TC 317.'S BC 317.0 1 Y ' 0 ! Z O , u_ 'O ;I 317.0 TC 317.5 ' I BC 317.0 I TO 317.0 wBC 316.5 UJI W o �LIC 316.5 BC 316.0 11 1 I a TC 316.0 BC 315.5 -------- TC 315:6 r% I I BC,� L-4 .._................... a.... _ :::..... _ ...,; _...:.y. i v 6" HDPE _ .... _.-_ � A . r N, c ' 25 LF o 10 CORE INTO EXISTING SbUTH BROADWAY - / , INV. IN:310.0 - ( _. ............--...._.. __. _� _.----------...... ........._ _.....-----..-. ..._. _ - _ -4-_- i - . .:---------- ._... - ... __ _. c 1 5 ae IF: 31.2.8� I � i � t Planning Board # 202000083 APPROVAL: APPROVED UNDER AUTHORITY OF A R SO UTION ADOPTED BY THE PLANNI G BO RD OF THE CITY OF SARATOGA RINGS. LS CHAIRPERSON DA E SIG ED w LCM1 The LA GROUP Landscape Architecture 8- Engineering P.C. People. Purpose. PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for - Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 Of NEC f Y c,�As B. ,y` CO,� t w ct, AR0 SSIO�P . Project No.: 2016144 Design: MCB Drawn_ BCS Ch'k'd: DBH Date: 1/30/2020 Scale: 1"=20' Rev: Description: Date: 1 CITY COMMENTS 4/29/2020 2 CITY COMMENTS 6/15/2020 3 PLAN AMENDMENT 11/18/202 4 PLAN REVISIONS 6/17/2022 Drawing Title Grading & Drainage Plan Drawing No, 20 10 0 5 10 15 20 L-3.0 Scale: 1" = 20' 7 GENERAL NOTES: 1. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY, AND MUST BE VERIFIED. ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. SANITARY SEWER NOTES: 1. INSTALLATION OF POLYVINYL CHLORIDE PLASTIC (PVC) SEWER PIPE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND IN ACCORDANCE WITH ASTM D 2321. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM D-3034 (LATEST REVISION) AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. PRODUCT DATA INFORMATION AND SHOP DRAWINGS FOR MATERIALS PROPOSED FOR USE BY THE CONTRACTOR SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS FOR SAID MATERIALS. 4. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. ALTERNATIVELY, GRAVITY SEWERS MAY BE AIR TESTED IN ACCORDANCE WITH ASTM C828 AND UNIBELL UNI-B-6. 5. ALL WORK ASSOCIATED WITH THE SANITARY SEWER SYSTEM SHALL BE IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT NO.1 REQUIREMENTS. 6. GREASE TRAP WILL BE PROVIDED INSIDE THE BUILDING. WATER NOTES: 1. PIPE SHALL BE DUCTILE IRON, DOUBLE CEMENT LINED AND BITUMINOUS SEAL COATED WITH A RATED WORKING PRESSURE OF 250 P.S.I. PIPE SHALL BE A MINIMUM OF CLASS 52 CONFORMING TO ANSI A 21.51 AND AWWA SPECIFICATIONS C151 (LATEST REVISION) AS MANUFACTURED BY U.S. PIPE, GRIFFIN PIPE, ATLANTIC STATES PIPE OR EQUIVALENT. THE PIPE SHALL BE IN NOMINAL 18-20 FOOT LAYING LENGTHS. JOINTS SHALL BE PUSH -ON TYPE WITH RUBBER GASKETS CONFORMING TO AWWA SPECIFICATIONS C111 (LATEST REVISION). 2. CAST IRON/DUCTILE IRON FITTINGS SHALL BE STANDARDIZED, MECHANICAL JOINT, SHORT BODY FITTINGS (EXCEPT FOR LONG BODY SOLID SLEEVES) FOR 250 PSI SATER PRESSURE, PLUS WATER HAMMER, "BLUE BOLTS SHALL BE USED ON ALL BURIED MECHANICAL JOINTS. 3. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM COVER DEPTH BELOW PROPOSED FINISHED GRADE OF 5'-6". 4. WATER VALVES SHALL BE MECHANICAL JOINT RESILIENT WEDGE TYPE WITH "0" RING PACKING CONFORMING TO AWWA SPECIFICATIONS C500 (LATEST REVISION) AS MANUFACTURED BY MUELLER, EDDY (CLOW), KENNEDY, AMERICAN AVK OR WATROUS. VALVES SHALL OPEN RIGHT (CLOCKWISE) AND HAVE A 2-INCH SQUARE OPERATING NUT PAINTED RED. 5. THE VALVE BOXES SHALL BE TWO PIECE CAST IRON, TELESCOPIC OR SLIDING TYPE OF PROPER LENGTH FOR ACTUAL TRENCH DEPTH. VALVE BOX COVERS SHALL BE CAST IRON AND SHALL FIT FLUSH WITH THE OUTSIDE CASTING RIM, SHALL NOT RATTLE OR RACK UNDER TRAFFIC AND SHALL BE CAPABLE OF REMOVAL WITH A BAR OR PICK. EACH COVER FACE SHALL BE LETTERED "WATER." 6. POURED CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL DEAD ENDS, BENDS AND TEES. KEEP ALL BOLTS AND NUTS FREE FROM CONCRETE THRUST BLOCKS. 7. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS AND SERVICES SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND AWWA STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE OWNER'S REPRESENTATIVE, THE ENTIRE LENGTH OF THE WATER SERVICE FROM THE STREET MAIN TO THE BUILDING FLOOR RISER SHALL BE TESTED. BACTERIA EXAMINATION AFTER SATISFACTORY DISINFECTION AT A NYSDOH APPROVED LABORATORY WILL TAKE PLACE PRIOR TO COMMISSIONING NEW WATER SERVICES. 8. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET BETWEEN ANY WATER MAIN AND ANY SANITARY SEWER OR STORM SEWER MEASURED EDGE TO EDGE. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY SEWER. 9. ALL WATER INFRASTRUCTURE SHALL BE INSTALLED IN COMPLIANCE WITH THE STANDARDS SPECIFICATIONS OF THE CLIFTON PARK WATER AUTHORITY. 10. BACKFLOW PREVENTION TO BE LOCATED INSIDE THE BUILDING. LEGEND ---------- PROPERTY LINE w PROPOSED WATER LINE - --- -- - OVERHEAD ELECTRIC SAN PROPOSED SEWER LINE SANITARY SEWER LINE PROPOSED STREET LIGHT _.._.._ _.._._......---- - ------ - -- _ ___ __.____ STORM LINE WATER LINE - -- - GAS LINE UTILITY POLE EXISTING STREET LIGHT Planning Board # 20200083 APPROVAL: 2 APPROVED UNDER AUTHORITY OF A RES L 10 BY THE PLANNING BOA D OF THE CITY OF AT G PRINGS. y L5 Z PERSON DATE SIGNED 20 10 0 5 10 15 20 Scale: 1" = 20' C� The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for., Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 of NEy; C rn 2cP ��.ct �8133cJ tE� �FES S%O Project No.: 2016144 Design: MCB Drawn: BCS Ch'k'd: DBH Date: 1/30/2020 Scale: 1"=20' Rev: Description: Date: 1 CITYCOMMENTS 4/29/2020 2 PLAN AMENDMENT 11/18/2020 3 PLAN REVISIONS 6/17/2022 Drawing Title Utility Plan Drawing No. L-4.0 PLANTING NOTES: 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1 ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY. 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 21. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 22. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 23. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT TO REMAIN ALIVE AND BE IN A HEALTHY MATERIAL, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 24. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 25. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: COMMON NAME MINIMUM PROPORTION GERMINATION PURITY BY WEIGHT MINIMUM CREEPING RED FESCUE 50% 85% 95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25% 90% 90% 26. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MAX. #10 100 PH RANGE #20 78 95 ORGANIC MATTER #40 67 87 MAGNESIUM #60 48 78 PHOSPHORUS #100 40 75 POTASSIUM #200 28 63 SOLUBLE SALTS LEGEND 5.2-7.0 4%-6% 35LB. PER AC 75LB/AC 85LB/AC NOT TO EXCEED 500 PPM PROPERTY LINE + O SHRUBS 5 L-6.3 PERENNIAL & ANNUAL PLANTINGS + DECIDUOUS TREE 6 L-6.3 EXISTING TREES LAWN : .F ANNUAL BED 0 to 0 1a I 7 "�:� 7 7 £: r� Ci" r F: M CA CA 5 i 1 _ _.._. - PO .... ...... . I 1 3 1 PO .� 1 QA 7 5 1F-3-1 RC f� CA 1 1 22J do PO 5 PO ORNAMENTAL TREES CO 6 Celtis occidentalis Hackberry 4" 1 /2"cal. B&B GB 3 Ginkgo bilboa Ginkgo 4" 1/2"cal. B&B QA 4 Quercus alba White Oak 4" 1/2"cal. B&B SHRUBS CA 28 Clethra alnifolia'Ruby Spice' Ruby Spice Summersweet 24"-30" ht. FG 8 Fothergilla gardenii 'Dwarf Dwarf Fothergilla 18"-24" ht. HP 6 Hydrangea Paniculata 'Little Lime' Little Lime Hydrangea 18"-24" ht. HA 17 Hydrangea arborescens 'Bella Anna' Bella Anna Hydrangea 18"-24" ht. PF 5 Potentilla fruiticosa Potentilla 24"-30" ht. PO 45 Physocarpus opulifolius Ninebark 30"-36" ht. RC 24 Rhododendron'Chionoides' Chionoides Rhododendron 30"-36" ht. PERENNIALS EP 14 Echinacea purpurea Purple Coneflower #2 cont. HH 22 Hemerocallis x'Stella de Oro' Stella de Oro #2 cont. LS 24 Leucanthemum x superbum 'Becky' Shasta Daisy #2 cont. PA 12 Perovskia atriplicifolia Russian Sage #2 cont. SS 28 Sedum spectabile 'Neon' Neon Sedum #1 cont. SOUTH BROADINAY Planning Board # 20200083 APPROVAL: /mop• ! / c & APPROVED UNDER AUTHORITY OF A RESOLU PTED BY THE PLANNING BO RD OF THE CITY F SAR GA SPRINGS. Z 5 CHAIRPERSON DATE SIGNE 20 10 0 5 10 15 20 Scale: 1" = 20' e °os N' 1 �e �WW...�'ACi1`1 rI L a n dsc ap. A `,-Zi it e. c r e, 6� Ef g in e �,. r �3 n g .A•� CFi>e�i.', xaFaaswd a .":..X€a. e, ,,{f , `-F€. d.. �i3::;� r-� �.��cLy+` y 71,',�$1:,>"�.f8iF _.f?i i:_ to a a 5o,ri 1` B 587-018 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for.- Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 Project No.: 2016144 Design: MCB Drawn: KAC Ch'k'd: CMI Date: 1/30/2020 Scale: 1"=20' Rev: Description: Date: 1 CITYCOMMENTS 4/29/2020 2 CITTY COMMENTS 6/24/2020 3 PLAN AMENDMENT 11/18/202( 4 PLAN REVISIONS 6/17/2022 Drawing Title Landscape Plan Drawing No. L-5.0 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts LITHONIA: DSXO LED 2 LED P4 40K T4M 25000 0.9 98 MVOLT DSXO _LED _P4 40K-T4M-MVOLT .ies ❑ LITHONIA: DSXO LED 5 LED P4 40K T4M DSXO _ LED _P4_ 25000 0.9 49 13 MVOLT 40K_T4M_MVOLT ies NOTE: 1. MOUNTING OF THE LIGHTS IS ON 12' POLES WITH 2.5' BASES. 2. LIGHTS FOR THE PROJECT WILL BE DARK SKY COMPLIANT. LIGHT POLE AS PER LIGHTING — SCHEDULE AND SPECIFICATIONS. CV FINISHED GRADE — Z o C LIGHT POLE BASE 9 PARKING LIGHT DETAIL L Q Oar° � o o N O m N O N O aka 26b 9" BOLT CIRCLE REQUIRED, SET TO MANUFACTURER'S TEMPLATE. V CHAMFER POURED CONCRETE BASE, 3000 PSI CONCRETE, RUBBED FINISH. 3/4 x 32 x 4 GALVANIZED STEEL BOLTS AS PER MANFGS.. SPECS., 4 REQ'D. REMOVE SONOTUBE TO A MINIMUM DEPTH OF 6" BELOW PROPOSED FINISHED GRADE. COMPACTED SUB- GRADE. CONDUIT, SEE SPECIFICATIONS. GROUNDING ROD, 14' LONG, TYPICAL SPECIFIED LUMINAIRE AREA LIGHT TAPERED STEEL POLE HAND HOLE 3" X 5" 12" ABOVE BASE COVER FINISHED GRADE CONCRETE POLE BASE SCALE. NITS SCALE:NTS 1 Pi a 0 Planning Board # 20200083 APPROVAL: OPP. 'I— X ; /WS/LUTIO �LlZ APPROVED UNDER AUTHORITY OF A ED BY THE PLANNING B ARD OF THE CITY 0 ARATOG PRINGS. 4DAE IRPERSON I NED 20 10 0 5 10 15 20 Scale: 1" = 20' 11 ne U"' \\\, "U"'P .. i �.Y 12866 V+ii'•I L'`J .:...�i21yi{i i�jJ.iv{'7 "j Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for - Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 f OF N E� ✓,%fit''' S B. tt� z SOAR 91339 ��,�� ®FES SI ONP Project No.: 2016144 Design: MCB Drawn: (AC Ch'k'd: CMI Date: 1/30/2020 Scale: 1"=20' Rev: Description: Date: 1 CITY COMMENTS 4/29/2020 2 CITY COMMENTS 06/24/202( 3 PLAN AMENDMENT 11/18/202( 4 PLAN REVISIONS 6/17/2022 Drawing Title Lighting Plan Drawing No. L-5.1 z 2 20L 8' MIN. 0 0 0 0 0 0 o 0 c 0 0 0 CONCRETE WASHOUT CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING <V WOOD OR METAL STAKES (2 PER BALE) NOTE: 10 MIL PLASTIC LINING 1. WASHOUT AREA SHALL BE SIZED BY THE �STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP, SI;ALt:NIJ CONSTRUCTION SPECIFICATIONS: 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF CONCRETE EQUIVALENT. PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE PERMITTED. LOT WHERE A 30 FOOT MIN. WOULD APPLY. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 3. THICKNESS- NOT LESS THAN SIX (6) INCHES. PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC 4. WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED PLACING OF STONE. I SEDIMENT TRAPPING DEVICE. SCALE: NTS NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. TEMPORARY STOCKPILE 10' MAX. � TO � 36" MIN. FENCE POST SCALE NIS I TREE PROTECTION DETAIL DRIP EDGE ORANGE POLYETHYLENE WARNING FENCE WATERPROOF PERMANENT SIGN READING: "PROTECTION AREA" METAL POST SGALL:NIS NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, TOP COURSE - NYSDOT ITEM DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC 402.098302 - 9.5F3 H,M.A., 80 VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON SERIES COMPACTION ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO TACK COAT - NYSDOT ITEM CARRY DESIGN LOADING. 407-0102 DILUTED 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. o ''°"' "' BINDER COURSE - NYSDOT ITEM 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR = r \_ a - h„ a ,; '' 402.198902 - 19F9 H.M.A., 80 CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING w 0 SERIES COMPACTION PG SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE C - , BINDER LIQUID ASPHALT --�;_ ( ) PAID BY THE CONTRACTOR. GRADE SHALL BE PG-64-22 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO F \ 7 \p\\ \, COMMENCING PAVING OPERATIONS. a COMPACTED GRAVEL - 5. BINDER TO BE PLACED IN 2 - 2" LIFTS WITH TACK COAT BETWEEN !f /<-, �rj %%,� NYSDOT TYPE 2 (SECT. PAVEMENT TOP BINDER GRAVEL ESAL 304 COMPACTED TO 95% ) TYPE COURSE COURSE COURSE LEVEL STANDARD PROCTOR ' SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE (6" FOR VEHICULAR \ TRAFFIC/CONCRETE PAD) c `z� 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B, E. �,�_6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED \\\\\f\\. ' TO 95% STANDARD PROCTOR (8" FOR VEHICULAR TRAFFIC) SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX, SLOPE 1:50 TYP.) TOWARDS STREET OR A,O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. CONCRETE PAVEMENT PARKING 1-1/2" 2" I 8" <0.3 LOT MILLION STANDARD 1-1/2" 3" 12" <0.3 ROADWAY MILLION SCALE:NTS CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,` (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. °A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. SCALE:NTS NOTE: 1. EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. PROVIDE CLEAN SQUARE FINISH GRADE 2. SLIP FORM CURB DETAILS TO BE CORNER WHERE BITUMINOUS APPROVED DURING CONSTRUCTION WALK ABUTS CURB 6" 1/2" RADIUS 6" 1/4" RADIUS FINISH GRADE; BITUMINOUS _ h NMI 11II OR LAWN, SEE PLANS \ \\\�� e PAVEMENT FINISH GRADE 4,000 PSI vCAST -IN -PLACE T\ ? CAST -IN -PLACE a o °o CONCRETE CURB SEE RETECU RB o ° o oo 'P �. ;r. O� ° vo-6 O SPECIFICATION GRAVEL 'O 9 ° 0 ' ' \ 00 COMPACTED TO \ COMPACTED z \\- o ° ° 95% STANDARD 4q ` �`. :, GRAVEL BASE ° 9' o PROCTOR -� NYSDOT SECT. 304, TYPE 2 SUBGRADE COMPACTED 6" 6" 6" FULL CURB AT LAWN TO 90% STANDARD FLUSH CURB IN PAVING PROCTOR 6" CONCRETE CURB SCALE'NTS 5-0" TRANSITION CURB TRANSITION CURB - ..-. _.......: , . . i .... SCALE:NIS JOINT SEALANT PER SPEC. w SAWCUT JOINT WHERE r � SHOWN ON PLANS 6 x 6 - W6.0 x W6.0 WELDED WIRE FABRIC WITH 12" MIN. 6 x 6 - W6.0 x W6.0 WELDED LAP SPLICES & 3" BOTTOM WIRE FABRIC WITH 12" MIN. \ r CLEARANCE LAP SPLICES & 3" BOTTOM t <:( CLEARANCE PREMOLDED 1/2" JOINT EXPANSION JOINT 1/8" JOINT FILLER EXPANSION JOINT CONTROL JOINT EXPANSION JOINTS TO OCCUR 20' O.C. TOOLED JOINT 5' O.C. OR AS SHOWN MAX OR AS SHOWN ON PLANS & AT ON PLANS & OTHER DETAILS OR TO ALL CURBS, WALLS, PIERS & WHERE MATCH EXIST. SCORE JOINTS. SHOWN ON PLANS OR OTHER DETAILS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT. CONCRETE PVMT. EXPANSION/SCORE JOINT SCALE: NTS PROPOSED PAVING EXISTING PAVING TO RE" PROPOSED TOP COURSE 12„ KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN PROPOSED BINDER 1 1/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COURSE TACK COAT TO BE APPLIED TO EXISTING PAVEMENT BEFORE OVERLAY PAVEMENT KEY DETAIL 111 �C�, O 10/16" 0 HOLE THROUGH L OINI ; EMBEDMENT FLANGES (2 PER FLANGE) SECTION A -A .,,-DOME INTERNAL EMBEDMENT J FLANGE AT 3" C/C SECTION B-B 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) DETECTABLE WARNING STRIP -EXISTING BASE MATERIAL NOTE: THIS DETAIL IS FOR NEW COMPACTED SUBGRADE BITUMINOUS PAVEMENT ADJACENT TO EXISTING BITUMINOUS PAVEMENT TO REMAIN. SCALL:NIS 00 ° @ @ @ @ @° o @ @o @0 0° @o Oo Oo Oo Oo Oo @ @ o NOTES. 1. INSTALLATION TO BE Oo Oo @ Oo @ Oo Igo COMPLETED IN O° OO O° OO O° OO O° ACCORDANCE WITH MANUFACTURER'S OoO @ O O O SPECIFICATIONS. 2, DO NOT SCALE DRAWINGS, 3, FOR CUSTOM SIZING CONTACT PLAN - TILE MANUFACTURER. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 681-001A. SGALL:N16 UUIVURC 1 C Mr-RVIV 0= CONCRETE SIDEWALK & APRON TYPE 1 AT CONCRETE SPECIFICATIONS NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TURF TRAFFIC AREAS TAPER CURB :.' . .... :';+ CURBNCRETE (AS NECESSARY) it - EXPANSION JOINT (TYP.) FULL DEPTH OF PAVEMENT -'--' ��� TRANSITION CURB G BOTH SI DES `. RADIUS 5 22 Op �N 1-1/2" REVEAL EN . ........... . MAN` STREET MIN. WARPED PAVEMENT AREA (TYP. BOTH SIDES) COMMERICAL DRIVEWAY ENTRANCE 5UALL: N 15 Planning Board # 20200083 APPROVAL: .� / o ,e. L Z APPROVED UNDER AUTHORITY OF A RE 0 ADOPTED BY THE PLANNING OARD OF THE CITY F G SPRINGS. y tS 61 CHAIRPERSON D TE SIGNED 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for.' Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 6 4F NEB"✓ LU _ Uj �oa 01339 lG� R��ESSIONP Project No.: 2016144 Design: MCB Drawn: KAC Ch'k'd: CMI Date: 1/30/2020 Scale: As Noted Rev: Description: Date: 1 CITY COMMENTS 4/29/2020 2 PLAN REVISIONS 6/17/2022 3 PLAN REVISIONS 4/25/2023 Drawing Title Construction Details Drawing No. L-6.0 SCALE:NTS 3 0 Z O a r U) N m N N �- N O F in a` Q N �40 EE NOTES SEE NOTES FOR SPECIFICATIONS STOP GALVANIZED POST & BREAKAWAY HARDWARE APPROVED BY CITY TRAFFIC DEPARTMENT BASE POST DRIVEN INTO GROUND (CONCRETE SHALL NOT BE USED) U) w 0 z w w W U) w O z w w LETTER APPROX. SIZE M.U.T.C.D. TEXT OF SIGN NO, SIZE TYPE A STOP SEE 30"x30" R1-1C M.U.T.C.D. 6.25 S.F. B D SEE 12"xl8" P4-6C ® M.U.T.C.D. 3.00 S.F. C4" E 12" X 18" P-1-1 m SEE 12" X 18" NYR9-4 M.U.T.C.D. E SEE 36"xl2" R6-1 M.U.T.C.D. F MPLOYEE PONLYw 4" 12" X 18" P-1-1 NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. NOTES: SCHEDULE 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS. 4. SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA COUNTY COMMISSIONER OF PUBLIC WORKS. SIGN DETAIL / SIGN SCHEDULE FINISHED GRADE OF PAVEMEN -- ------ ------- WOOD GUIDERAIL FREE STANDING "NO PARKING" IQ �61SIGN TO MEET ANSI STDS (12" X 18" MIN. SIZE 4' 0" MIN. MOUNTING HEIGHT AT BOTTOM OF THE SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. g g SCALE:NTS nnrnSURE TREATED WOOD RAIL NIZED CARRIAGE BOLTS, TS & WASHERS, 9" LONG 2 REQUIRED PER POST. SURE TREATED POSTS, 6' O.C. FINISHED GRADE (SEE PLAN) 18" DIA. 3,000 PSI CONCRETE FOOTING EXTEND POST AND FOOTING 4' BELOW LOWEST FINISHED GRADE NOTES: 1. ALL NUTS, BOLTS & WASHERS ARE TO BE GALVANIZED. 2. ALL SPLICES ARE TO BE MADE AT POSTS. 3. BACK-UP PLATE IS PLACED BEHIND RAIL ELEMENTS AT INTERMEDIATE POSTS. i.e. NON SPLICE LOCATION. SCALE:NTS 1 FREE STANDING HANDICAP �61SIGN TO MEET ANSI STDS. (12 x 18" MIN. SIZE. 4'-0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. g g \ �€ M. \ ANSI STANDARD HANDICAP SYMBOL NON - HC PARKING SPACE (TYP.) NOTE: MAXIMUM SLOPE WITHIN HANDICAPPED PARKING AND/OR NO -PARKING STRIP STRIPED AREA SHALL PAINTED WITH 4" NOT EXCEED 1:50(2%) DIAGONAL LINES ACCESSIBLE PARKING 8'-0" TYP. 8'-0" TYP. MIN. MIN. I. 16'-0 MIN. NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1 P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. z 17" DIA. BASE, 12"DIA BOLT q _e CIRCLE, DIAMOND PATTERN, FOUR 2" x 18" ANCHOR BOLTS DECORATIVE STREET LIGHT SEDIMENT LAOEN RUNOFF CIA� v CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4" - 3" DIA. TAPERED POLE, .125 WALL THICKNESS, 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR CATALOG NUMBER: PT-D650SRL E D-5T-4AR22T5- M DL03-A-PEC/4214T4/BK 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, FOUR ANCHOR BOLTS AND ONE GROUND STUD. 4" CHAMFER ' FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. • 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD y, PROCTOR SCALE.NTS NOTE: 1. SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER �P ACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS SHALL BE CLEANED OF DEBRIS AND SEDIMENT. 2. GRATE SILT SACK SHALL ONLY BE USED FOR IN -PAVEMENT STRUCTURES ONLY DURING AND AFTER INSTALLATION OF PAVEMENT. USE SILT SACK UNDER GRATE TO CONTROL SEDIMENT RUNOFF. SACK SHALL BE MAINTAINED AND CLEANED ON A REGULAR BASIS (SEE NOTE) INLET PROTECTION DETAIL 4" WIDE PARKING LINES PAINTED WHITE NOTE: PROVIDE 1 HANDICAP SPACE IN EVERY 25 PARKING SPACES UP UP TO 100. 1 HANDICAP SPACE IN EVERY 50 SPACES OVER 100. (AS PER N.Y.S. BLDG. CODE) q i C�i D t NOTES: ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY. SCALE:NTS LO 9m 9'-4" I 4'-4" 5'-0" I NOTE: ALL PAINT TO BE AS SPECIFIED DIRECTIONAL ARROW PAVEMENT MARKING STOP BAR PAVEMENT MARKING 0 EMBED MOUNT FRONT VIEW 2 3/8" 4" WHOLE SCALE:NTS SCALE:NTS SURFACE MOUNT CORE DRILLED MOUNT IN EXISTING CONCRETE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. BIKE RACK SCALE:NTS Planning Board # 20200083 APPROVAL: laep• 4-^t< APPROVED UNDER AUTHORITY OF A RE OLU TED BY THE PLANNING BOARD OF THE CITY SA AT A SPRINGS. y ZS L.3 /aL::;�HAIRPERSON cm) The LA GROUP Landscape Architecture & Engineering P.C. Peopie. Purpose. PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared fora Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 OF N w V' rw 091 PESSIO�P� Project No.: 2016144 Design: MCB Drawn: KAC Ch'k'd: CMI Date: 1/30/2020 Scale: As Noted Rev: Description: Date: 1 CITYCOMMENTS 4/29/2020 2 PLAN AMENDMENT 11/18/202( 3 PLAN REVISIONS 6/17/2022 4 PLAN REVISIONS 4/25/2023 Drawing Title Construction Details Drawing No. L-6.1 z 0 a nLL SCALE.NTS DATE S[GNED 3 Z CHAIN LINK, TOP SELVAGE END & CORNER POST KNUCKLED / f TOP °: RAIL e` SLEEVE o TENSION BAR CONNECTION 0o TENSION BAND WITH CARRIAGE BOLTS AND NUTS PROVIDE 1/4" WASH ACROSS TOP OFF FOOTING (typical) fa VINYL SLATS (TYP.) 8 . <? a 3,000 PSI CONCRETE FOOTING 12" DIA. TYP, I 18" DIA. @ GATE POSTS 10'-0" O/C MAX. SEE PLAN FOR LAYOUT DUMPSTER ENCLOSURE 12" PRIVACY FENCE 8'-0" 'VOTES: • TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. • NEVER CUT A LEADER. • TREE SHALL BE PLUMB & STRAIGHT. INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH 1/8" GALV. STEEL CABLES @ 2/3 HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE ACM SIGN PANEL, SEE NOTES. U-CHANNEL ` t • SPACE SHRUBS AS SIGN FACE INDICATED ON PLANS r< tsy 3" DEEP MULCH LINE POST TOP 3 HT. PLANTING MIX SAUCER SIGN FACE ROUND EXTRUDED MANUFACTURER TO ALUMINUM SUPPORT POST PROVIDE SHOP DRAWINGS LINE POST T AND REMOVE BURLAP FROM A TOP 1/3 OF ROOT BALL � 4'-111 N!N. 3'-5" DECORATIVE'S' TO BE DIE CUT 3M D63 DIAMOND GRADE 4090 BOTTOM SELVAGE -- AMENDED BACKFILL �� HIGH PERFORMANCE RADE KNUCKLED — — — — VINYL ARTWORK TO BE SCARIFY SUBSOIL PROVIDED TO CONTRACTOR, TO MIN. 4" DEPTH A 36° I I 3" 0 X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 250 ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK, AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92°/ UNDISTURBED SUBGRADE EVERGREEN TREE PLANTING SCALE:NTS 6X6" SQUARE PRESSURE TREATED POST WITH BOSTON TOP, 8' O.C. 3/4" X 5-3/4" #2 CEDAR SHIPLAP 2X4" PRESSURE TREATED BACKING RAILS (TOP, MIDDLE, AND BOTTOM), SECURE TO POST WITH 16D GALV. NAILS BASE OF FENCE PANEL 1-2" ABOVE FINISH GRADE SCALE:NTS SCALE:NTS SHRUB PLANTING DETAIL NOTES: <<<i • TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. .a~:`I `` !; ,%`:ifs"� • THIN BRANCHES & FOLIAGE AS DIRECTED WHILE Vv RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. ~4 G'".�".-. • TREE SHALL BE PLUMB & STRAIGHT. <{' "' ATTACH 1/8 GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE f. cam'/, �... ,�:' t t- ; ,N- r WIRE AROUND TRUNK IN REINFORCED RUBBER �. •-,?'ram' _ - -' HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE ,..�-,7 3"0 x 8' CEDAR STAKES, 3 PER TREE. STAKES > TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT 2 -0 ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. TYP. I_ NEATLY WRAP ALL DECIDUOUS TRUNKS F.G. TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) + 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. - _ AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING MOUNTING OPTIONS: vvuuu or -AT FREESTANDING: WITH ADJUSTABLE GLIDES SURFACE MOUNT: WITH ANCHOR TABS EMBEDDED: (4) 3/8-16 x 21N THREADED RODS 64.39' MODERN BENCH 11 82.800' C r 1, 18.76' L - 3"Capital Letter Height 4,_O" � SHARED COMMERCIAL SIGNAGE V LIUCJ NOTE: FINAL DETAIL PER MANUFACTURER. SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS CUSTOM SHAPE, ALUMINUM COMPOSITE MATERIAL (ACM) PANEL WITH (2) VERTICAL ALUMINUM U-CHANNEL MOUNTING EXTRUSIONS. SEE SIGN PANEL DETAIL AND NOTES. SIGN PANEL SIGNAGE SHALL BE HED-200 FRAMELESS POST & PANEL SIGN SYSTEM BY HOWARD INDUSTRIES OR APPROVED 4" x 4" FULL ROUND EXTRUDED ALUMINUM MOUNTING POST, 0.125" THICK, WITH INJECTION MOLDED POST CAPS. ALL PAINTED BLACK SIGN POST FOUNDATION, TYP. SEE FOOTING DETAIL. NOTES: 1. PANELS SHALL BE ALUMINUM -FACED COMPOSITE MATERIAL (ACM) SHEET: TWO SHEETS OF ALUMINUM SANDWICHING A SOLID CORE OF EXTRUDED THERMOPLASTIC MATERIAL FORMED IN A CONTINUOUS PROCESS. CORE MATERIAL SHALL BE A MINIMUM OF 6MM THICK AND FREE OF VOIDS AND SPACES; NO FOAMED INSULATION MATERIAL CONTENT. ALUMINUM FACE SHEETS SHALL BE A MINIMUM OF 0.3MM THICK. OVERALL PANEL THICKNESS SHALL BE GREATER THAN 6.6MM 2. CLEAN AND PREPARE ALUMINUM COMPOSITE PANEL PER MANUFACTURERS RECOMMENDATIONS PRIOR TO APPLYING PAINT AND VINYL. 3. THE CONTRACTOR SHALL PROVIDE 2 MIL. THICK ZINC CHROMATE PRIMER FOR OPTIMUM SURFACE COAT ADHESION AND WEATHERABLILTY TO THE POSTS AND ALL HARDWARE. 4. ALL EXPOSED ALUMINUM TO BE PAINTED BLACK WITH A TWO COMPONENT, NON -TOXIC, LEAD-FREE, ZERO EMISSIONS, ACRYLIC POLYURETHANE SYSTEM OF 2-3MIL. MINIMUM DRY FILM THICKNESS; MATHEWS ACRYLIC POLYURETHANE OR EQUAL AND APPLIED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION TO INCLUDE PRIMER AND FINISH COATES TO ENSURE MAXIMUM DURABILITY. LANDSCAPE CONDITION CROWN AWAY FROM POST AND PROVIDE 1" CHAMFER AROUND ALL EDGES FINISHED GRADE IN PAVEMENT 4 EXPANSION JOINT PITCH PITCH / F—FINISHED GRADE Planning Board # 20200083 APPROVAL: APPROVED UNDER AUTHORITY OF A R PLANNING BOARD OF THE CIT OF A D TE SIGNED SCALE:NTS t I'TtO'N ADOPTED BY THE GA SPRINGS. t11 CHAIRPERSON a The LA GROUP Landscape Architecture & Engineering P.C. People, Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. c, the LA Group 2019 Prepared fora Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title: South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 OV LU (P = _ 091339 FESSIO�P Project No.: 2016144 Design: MCB Drawn: KAC Ch'k'd: CMI Date: 01/30/2020 Scale: As Noted Rev: Description: Date: 1 CITYCOMMENTS 4/29/2020 2 PLAN REVISIONS 6/17/2022 Drawing Title Construction Details Drawing No. L-6.2 Z OCS-1 12" PREFABRICATED END CAP ADS N-12 MANIFOLD 12"X12" 12" PREFABRICATED END CAP--\ INSPECTION PORT I I I f INSPECTION PORT ISOLATOR ROW 94,18' 15" HDPE CHAMBER LAYOUT (52) STORMTECH SC-740 CHAMBERS (8) STORMTECH SC-740 END CAPS INSTALLED WITH 6" COVER STONE, 6" BASE STONE, 40% STONE VOID CHAMBER LAYOUT HEAVY DUTY FRAME & COVER EJIW 1322 OR APPROVED EQUAL LABELED "STORM" 4.0' I.D. PRECAST REINFORCED 30"0 OPENING CONCRETE STRUCTURE (AASHTO H2O-44 LIVE LOAD RATED) 4.0' I.D. INLET PIPE INVERT IN. 312.05' FLOW r— ISOLATOR ROW 15"0 ADS N-12 MANIFOLD TO ISOLATOR ROW 12" SUMP, TYP. INVERT IN. 310.61' SECTION DIVERSION STRUCTURE DIVERSION STRUCTURE FINISHED GRADE PROPOSED ELEVATIONS TOP OF STONE: 313.50 TOP OF CHAMBER: 313.00 12" TOP FEEDING MANIFOLD INVERT: 311.54 15" INVERT TO ISOLATOR ROW(S): 310.61 BOTTOM OF CHAMBER: 310.50 BOTTOM OF STONE: 310.00 ADJUST FRAME TO GRADE WITH 4"H (12"H MAX.) PRECAST REINFORCED CONCRETE GRADE EXTENSION RING (AASHTO H2O-44 LIVE LOAD RATED) & NON -SHRINKING CEMENT MORTAR. BUTYL ROPE SEALANT BETWEEN PRECAST CONCRETE SECTIONS, TYP. 12"0 ADS N-12 MANIFOLD INVERT IN. 311.54' FLOW _ NON -SHRINKING CEMENT MORTAR PLACED ALL I ROUND PIPE, TYP. CRUSHED STONE mW UNEXCAVATED/ -err— — UNDISTURBED EARTH GROUT KEYS WITH NON -SHRINKING CEMENT MORTAR & APPLY THICK COAT OF ASPHALT WATERPROOFING COMPOUND COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601 NON -WOVEN GEOTEXTILE, 8' MIN. WIDE ��►:������������n���l�������1���Oniiniin� ISOLATOR ROW i SC-740 END CAP � -' j 1 1. rn t^'f.2s' -Sl.. n:. 1, �`% . n:t.�� �ti �•` . l., �.� j„ i.` INLET PIPE INV, IN: 312.05 12"0 ADS N-' MANIFOLD INV. IN: 311.54' 2 LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS. 5' MIN. WIDE CONTINUOUS FABRIC WITHOUT SEAMS SCALE:NTS HEAVY DUTY FRAME AND GRATE A PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 15"0 ADS N-12 MANIFOLD ISOLATOR ROW INV. IN: 310,61' 18" rnnml i CONCRE -OR ROW PAVE 8" (MIN.) DIVERSION J STRUCTURE SCALE:NTS ,.��///,IIII, � I /./l�i�il.w�_.._I�.I►���1 /l�l��il.i,..._ �1��11�\ �%ll��lil.�.---�.1►1,`��, 1 L6" MIN. -140 6" MIN 51" 12" TYP END CAP UNDISTURBED SUBGRADE The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. Puce. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 6 1 J co UNDERGROUND CEMENT MORTAR ALL AROUND FRAME PITCH CHAMBERS FRAME AND GRATE F.G. PAVEMENT PITCH SCALE: NTS PRECAST CONCRETE GRADE ADJUSTMENTS AS REQ'D, MOR' SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTE FLAT, REINFORCED PRECAST CONCRETE COVER REINFORCED PRECAST CONCRETE BARREL SECTIONS Prepared fora Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 a 30"* AS REO'D, MANUFACTURED IN ACCORDANCE WITH ° ASTIM C478-85A ° DIA (MIN.) 4'-0" SHIPLAP JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS APPLY BITUMASTIC JOINT COMPOUND ALL AROUND AFTER w a ASSEMBLY � SELECT GRANULAR BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS PIPE SIZE &INV. ��� FLOW AS INDICATED PIPE & SLOPE AS PER PLAN, TYP. a Cnn BOOT TYPE FLEXIBLE MEMBRANE SLEEVE a- • ° REINFORCED PRECAST CONCRETE INTEGRAL WALL r : AND BASE SECTION 12" CRUSHED STONE BASE COMPACTED SUBGRADE CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES DEEPER THAN 4'; STEPS TO BE COPOLYMER POLYPROPYLENE PLASTIC CATCH BASIN ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL 7 1 SCALE N.T.S HEAVY DUTY FRAME & COVER FINISHED GRADE 12" NYLOPLAST INLINE DRAIN BODY WITH SOLID HINGED COVER 6" HDPE PIPE 6" INSERTA TEE, CENTERED ON CORRUGATION CREST SC-740 CHAMBER INSPECTION PORT DETAIL SCALE NTS ALLOW 2" FOR FINAL ADJUSTMENT OF FRAME FRAME TO BE MORTARED TO TOP OF CATCH BASIN WITH NON -SHRINK GROUT M ALLOW 2" FOR FINAL 6" ADJUSTMENT OF FRAME 2'-6" MIN. I.D.** KNOCKOUT PANELEACH SIDE CO SCALE:NTS STORM SEWER PIPE TO BE MORTARED IN PLACE 6" f: i_ MIN I.D.** * 30" MIN. SUMP x A -A' � B-B' g 12 CRUSHED STONE ON UNDISTURBED SUBGRADE SECTIONS CONCRETE - 4000 PSI @ 28 DAYS MIN. REINFORCMENT - 6x6 - 10/10 WWM ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD. A-615) NOTES: 1. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S,D.O.T, HIGHWAY LOADING H-20, CATCH BASIN (KNOCKOUT STRUCTURE) Scale: NTS N.T.S. 4' I.D. PRECAST REINFORCED CONCRETESTRUCURE (AASHTO H2O-44 LIVE LOAD RATED), 4000 PSI MIN. WIT ADJUST FRAME TO GRADE WITH 4" H (12" H MA) `. PRECAST REINFORCED CONCRETE GRADE \ EXTENSION RING (AASHTO H2O-44 LIVE LOAD RATED) & NON -SHRINKING CEMENT MORTAR. 30" OPENING L co T_ J 4'-0" I.D. Project Title. South Broadway Hotel OVERFLOW ELEV., ELEV. = 312.55' 6" BUTYL ROPE SEALANT BETWEEN PRECAST CONCRETE SECTIONS, TYP. 176 Broadway Saratoga Springs, NY 12866 NON -SHRINKING CEMENT MORTAR PLACED ALL AROUND PIPE, TYP, FLOW uUlJ�llluull�lu�� uulllluulllluu FLOW Planning Board # 20200083 01./1Lr_. IV APPROVAL: APPROVED UNDER AUTHORITY OF A R OLUT 89PTED BY THE PLANNING BOARD OF THE CITY W SARAT A SPRINGS. y lS/_2j HAIRPERSON DATE SIGNED Z. Of NE. SAS B•� n� . 0 n II W N 091339 v ROFESSIONP Project No.: 2016144 Design: BCS Drawn: BCS Ch'k'd: DBH Date: 1/30/2020 Scale: As Noted Rev: Description: Date: 1 CITY COMMENTS 4/29/2020 2 CITY COMMENTS 6/15/2020 3 PLAN REVISIONS 6/17/2022 Drawing Title utility Details Drawing No. L-6.3 0 3 m m Z (2) 3/4" 0 THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. 6"0 DIP, CL 52, WATER MAIN PER — CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. 1 PIPE LENGTH (18'-0" MIN.) EXCAVATION BACKFILL AND COMPACTION PER Lu CITY OF SARATOGA > 0 SPRINGS U STANDARDS Z 2 r �n CRUSHED STONE PIPE BEDDING, 12" X 12" SOLID PRECAST AS SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) WATER SERVICE CONNECTION IN NOTES: PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED 12"x6" TAPPING SLEEVE AS INDICATED ON THE PLANS EXISTING 12" DUCTILE IRON PIPE WATER MAIN 3,000 PSI MIN. CAST -IN -PLACE CONCRETE THRUST BLOCK UNEXCAVATED/ UNDISTURBED EARTH MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SRPINGS STANDARDS SCALE.NTS #30 ROOFING FELT WATER MAIN THRUST BLOCK (OR SEWER GRADE FORCE MAIN) r7 CONCRETE THRUST ,�� BLOCK 00 P SCHEDULE \' \\ SECTION A —A \ \\ \\N\ W,�pZH PLAN (TYP.) a UNDISTURBED SOIL NOTE: RETAINING GLANDS ACCEPTABLE FOR USE AS APPROVED BY CITY ENGINEER. 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: SEE SCHEDULE BELOW. VALUES OF LAND D OTHER THAN V± = LD W + I.D. - I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY WHERE:di YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. V = VOLUME IN CUBIC YARDS L =LENGTH OF BLOCK IN FEET 2. CONCRETE NOT TO OVERLAP ANY JOINT. D = DEPTH OF BLOCK IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH W =WIDTH OF BLOCK IN FEET I.D. INSIDE DIAMETER OF PIPE IN FEET REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 6. REQUIRED BEARING AREAS ARE BASED ON LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD, 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1/4) BEND 45° (1/8) BEND 2-1/2° (1/16) BEND 1-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L D x L D x L 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 THRUST BLOCK DETAIL INSIDE FACE OF MANHOLE FLEXIBLE NEOPRENE BOOT SEAL MORTAR AFTER INSTALLATION ASSEMBLY IN CORED HOLE OF HOLDING BOOT __ STAINLESS STEEL ALUMINUM ALLOY KORBAND BAND CLAMP 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING M.H. INVERT. INVERT j, y TOP OF BASE SLAB H Z 3'-0" MAX. 0 PRECAST CONCRETE Cn Cn BASE SECTION W CONNECTION TO EXISTING MANHOLE DETAIL SCALE:NTS SCALE:NTS Z 0 FINISHED GRADE Z w * SEE NOTE FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN OR STORM SEWER * SEE NOTE NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS") 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. 2. PARALLEL INSTALLATION 2.1, WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER, 3. CROSSINGS 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. 3.2. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. UTILITY CROSSING DETAIL SAW -CUT EXIST. PVMT. IN TRUE LINE, KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. 8„ LAWN RESTORATION PVMT. RESTORATION rKEY TOPSOIL & SEED EXIST. PVMT, AS SPECIFIED NEW PVMT, SEE DETAIL . SUBBASE MAT'L,; REFER N TO NEW PVMT. DETAIL w1 >Or 0 -1 .. r,..��, w Q O CO w W J <;..., 4 Ji 0. D./2 p� 6" MIN. PIPE O.D. + 24" MIN. BURIED IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) IPE ZONE BACKFILL IPE ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. + CRUSHED 1 & 2 MECHANICAL PIPE O.D./2 AGGREGATE COMPACTION PIPE ZONE BACKFILL 12' MIN. CRUSHED 1 & 2 MECHANICAL COVER AGGREGATE COMPACTION FINAL TRENCH BACKFILL VARIES SELECT 203.07 MECHANICAL GRANULAR FILL COMPACTION NOTES: 1, ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. TYPICAL TRENCH TOPSOIL 12" MIN 1'199�P1'Iggq� FRAME AND GRATE NYOPLAST DRAINAGE BASIN / FINISH GRADE SELECT GRANULAR BACKFILL z a CRUSHED STONE COMPACTED SUBGRADE SCALE:NTS SCALE.NTS SCALE: N.T.S Planning Board # 20200083 APPROVAL: APPROVED UNDER AUTHORITY OF A ESOLU DOPTED BY THE PLANNING BOARD OF THE CITY S A A SPRINGS. HAIRPERSON DA E S GNED The LA GROUP Landscape Architecture & Engineering P.C. PeapCe. Purpose. PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www-thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. c0 the LA Group 2019 Prepared fora Larkin Hospitality 410 Shelburne Road Burlington, VT 05401 Project Title. South Broadway Hotel 176 Broadway Saratoga Springs, NY 12866 -_Nv- N k L*Z `l CO JA 91339 ROES S10NP Project No.: 2016144 Design: BCS Drawn: BCS Ch'k'd: DBH Date: 1/30/2020 Scale: As Noted Rev: Description: Date: 1 CITY COMMENTS 4/29/2020 2 PLAN REVISIONS 6/17/2022 Drawing Title utility Details Drawing No. L-6.4