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20180534 18.037 Lake Local Site Plan Plans As-Approved
19 SCALE: N.T.S. SCALE. N.T.S. PREPARED BY - The LA GROUP' Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alleyp: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com PROPOSED USE: EATING AND DRINKING ESTABLISHMENT, MARINA (108 LEASABLE SLIPS) ACCESSORY OFFICE MUSIC AT THE PROJECT SITE WILL FOLLOW THE ADOPTED CITY NOISE ORDINANCE IN RELATION TO THE RESIDENTIAL NEIGHBORS. EXISTING USE: RESTAURANT, MARINA (95 LEASABLE SLIPS), BOARD SHOP (RETAIL) PARCEL SIZE: 3.17 ACRES TAX PARCEL ID: 180-4-7, 180-4-8 ZONING: WRB-WATER RELATED BUSINESS BUILDING SETBACKS REQUIRED FRONT SETBACK: 40' SIDE SETBACK: 15' EACH, 40' WHERE ABUTS RESIDENTIAL REAR SETBACK: 25' BUILDING HEIGHT: 40' PARKING DEMAND: AREA/USE SIZE REQUIREMENT / ZONING # REQUIRED RESTAURANT 444 SEATS 1 SPACE / 4 SEATS 111 24 EMPLOYEES 1 SPACE / 2 EMPLOYEES 12 MARINA 108 SLIPS 1 SPACE / 3 SLIPS 36 TOTAL 159 PROPOSED VEHICULAR SPACES 155 31 SPACES APPROVED AS TEMPORARY SEASONAL PARKING SPACES UNTIL THE OWNERSHIP OF THE ROW IS DETERMINED. PLANNING BOARD GRANTED 4 SPACE SHARED PARKING PER 6.2.5 OF THE CITY ZONING CODE. TOTAL PROVIDED 155 CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 1 APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REQUIRED, THE COST OF THE CONSTRUCTION INSPECTION 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 ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY, 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 9, ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWINGS. 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Planning Board # 18.037 Approval SEP 2 0 4"18 Approved under authority of a resolution adopted by the Planning Board of the City of Sarato prings. Chairperson4d,<4* Date Signed: LAKE LOCAL SITE PLAN APPLICATION 550 UNION AVENUE, SARATOGA SPRINGS, NY 12866 COVER S-1 SURVEY L-01 SITE PREPARATION, EROSION & SEDIMENT CONTROL PLAN L-02 LAYOUT PLAN L-03 GRADING & DRAINAGE PLAN L-04 UTILITY PLAN L-04.1 UTILITY PROFILES L-05 LANDSCAPE PLAN L-06 LIGHTING PLAN L-07 SITE DETAILS L-08 SITE DETAILS L-09 SITE DETAILS L-10 UTILITY DETAILS L-11 STORMWATER DETAILS L-12 SITE DETAILS CITY OF SARATOGA SPRINGS NOTICE OF DECISION: of NEN� y �,�Q- 13.. a 0 r � M. /I A^ _ CITY OF SARATOGA SPRINGS ,,or:a ti F% MARK TORPEY, Chair PLANNING BOARD JAMIN TOTINO, Vice Chair ROBERT F BRISTOL 1 m City Hall - 474 Broadway CLIFFORD VAN WAGNER Saratoga Springs, New York 12866 ANET CASEY a r Tel: 518-58T 3550 fax: 518-580-9480 TODD FABOZZI RUTH HORTON wwwsaratoga-springs.a•S AMY RYAN, Alternate NOTICE OF DECISION hi the matter of Site Plan application #1.8,.037 of Lake Local 550 Union Avenue Saratoga Springs, NY 12866 Involving the premises with Tax Parcel ID#180.-4-6.. 180.4-7, 180.-4-8, in the City of Saratoga Springs, on an application for site plan review for eating and drinking and marina uses within the Water Related Business District with the Planning Board who met on September 20. 2018 and made the following decision(s) with a 7-0 vote (In favor: Torpey, Totino, Van Wagner, Casey, Bristol, Fabozzi, Horton): ■ Approved site plan as per the requirements set forth in Article 7.2 — Site Plan approval of the City of Saratoga Springs Zoning Ordinance with the following conditions: 1. The office use for the former Board Shop to be noted on the plans as an accessory use to the eating and drinking and marina uses on site. 2. A total of 4 parking spaces are approved to be shared between the eating and drinking and marina uses on the site. 3. 31 parking spaces denoted as temporary seasonal parking on final plans shall be permitted to be paved and utilized in full capacity should conditions be met. 4. DOT rapid flashing beacon and 9P crosswalk are approved in concept by the Planning Board. noting final approval with DOT will dictate the required mitigation and relevant details. 5. Water line location will be requested as shown in the DOT ROW along the northern property line subject to DOT approval. 6. Landscaping along Union Avenue approved as proposed on August 16. 2018 revised plans, location upon final DOT determination, with the remainder of the landscaping location to be determined based upon the water line installation. Any further changes to the landscaping plan will be made via Administrative Action by the Chair. 7. Outdoor entertainment shall end by 1 Ipm, and shall be in conformance with the City Code Chapter 148 provisions. 8. No off-season boat storage shall be permitted on -site. 9. Water line service shall be offered by applicant to two existing residences directly adjacent to the subject property. The property owners' acceptance of ownership and maintenance of water lines are required for this to take place. 10. Proposed site lighting shall be dark sky compliant. 11. All final engineering plans shall be to the satisfaction of the City Engineer. 12. The applicant will commence an action to quiet title or, alternatively, seek a variance with the ZBA within 90 days. If applicant opts to quiet title and is unsuccessful. the applicant will seek a variance within 90 days from the judicial :8.937 Lake Locai Siie Plan Semitembca-2i1,'LJ:N Neitice #a# 1lrcisl"n Pages 2 determination. If applicant is unsuccessful in either quieting title or obtaining a variance, the temporary parking spaces shall remain pervious and seasonal only. 1.3. Restaurant shall close at midnight. 14. Outdoor music and acfivi ties at the proposed music stage shall be accessory in association with the eating and drinking use only and shall be in accordance lovith the Cit-,'s poise Ordinance. 6.4.2.c, no independent concerts shall be held independentl-, from the eating and drinking use. The applicant is required to: • Deliver a letter of credit or cash escrow in the amount approved by the C,it% Engineer to the City per A_ytiele 7.2.15 of the City of Saratoga Springs Zoning Ordinance. This must occur prior to final signature b-, the Planning Board Chair. ■ Submit one t 11 mt Jar and tivo (2) paper copies of the final approved site plans for signature by the Planning Board Chair Aithln eighteen (18) months of approval as per trtrcle 7.112 of the Zoning Ordinance. 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 7.2.14 of the Zoning Ordinance. 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N O_ LL Q) C - L 3 W 0 W + 41 L a+ 0 U L 3N -0� 0-0 Q) �Q N E� U 0-0 c v Q) 0 c 0 0 0•- 3 L ,- Lco L L 0 3 Q W 0� � L °) o g 3 Q) 0 c Q) Q) ro 0 a O �° Q) cn J O _ m N v= c 0 Cl) m o � a 00 a _ a U _ cn U • %moo REMOVE STRUCTURE(S) ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES GENERAL NOTES 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 09/07/2016 (UPDATED 05/29/2018) PERFORMED BY THOMPSON & FLEMING LAND SURVEYORS, P.C. 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, 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. 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. 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.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES -M SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. f 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO FYP. A`�� A THE LANDSCAPE ARCHITECT. LISTING 5. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL 3 DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF WORK LINE. IF NO LIMIT OF MOVE STRUCTURE ABANDON EXISTING WELL f PER NYS DOT STANDARDS~� WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. \� 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO ` `� • \ ~\ \. SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO \\ \ STONE CHECK DAM, TYP. 1�0 0 P NE DLO SILT FENCE, (TYP.) PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED BY THE OWNER'S REPRESENTATIVE. 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 12. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS PROTECTION NOTES: BEFORE COMMENCING CONSTRUCTION. 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. 17. SEED AND MULCH ALL DISTURBED AREAS. SLOPES THAT ARE 3:1 OR STEEPER SHOULD RECEIVE A ROLLED EROSION CONTROL PRODUCT (RECP), SODDING, AND OR HYDRO -SEEDING A HOMOGENOUS MIXTURE OF WOOD FIBER MULCH WITH TACKIFYING AGENT. 18. TEMPORARY STABILIZATION- ANY AREAS THAT CANNOT BE SEEDED TO TURF BY OCTOBER 1 OR EARLIER WILL RECEIVE A TEMPORARY SEEDING. THE TEMPORARY SEEDING WILL CONSIST OF WINTER RYE SEEDED AT THE RATE OF 120 POUNDS PER ACRE (2.5 POUNDS PER 1,000 SQUARE FEET) OR STABILIZED AS PER THE TEMPORARY STABILIZATION FOR WINTER CONSTRUCTION/FROZEN CONDITIONS. SITE PREPARATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2, CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 7 4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES EXISTING SIGNS TO REMAIN PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. ?. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 9, ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 1. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. LEGEND PROPERTY LINE - CONSTRUCTION LIMIT LINE EXISTING CONTOUR --- -- - SAN ---- EXISTING SANITARY SEWER LINE - -- ,' EXISTING UNDERGROUND WATER -XXXXXXXXX)IK REMOVE ITEM IN- OF MOORING Pi ST5 REMOVE ASPHALT PAVEMENT 7 - REMOVE BUILDING STOCKPILE & STAGING AREA s1 STABILIZED CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE, (TYP.) SF SILT FENCE 30 0 10 20 30 la Scale: V = 30' Planning Board-# 18.037 Approval SEP 2 Gp.18 Approved under authority of a resolution ado by the Planning Board of th i of Sar t Springs. Chairperson Date Signed: 2 o 201-8 C1 The LA GROUP Landscape Architecture & Engineering P.C- Penple. Purpose. Plaee. 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 2014 Prepared for.- 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Protect Title. - Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 pF NEB SAS la. yn 0 * p 9 r- a: 0Uj a mZ(P U a OA 913% �FESSI Project No.: 201576 Design: DBH Drawn: BCS Ch'k'd: DBH Date: 06/07/18 Scale: 1"=30' Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 10/26/2018 3 PLAN REVISIONS 12/18/2018 Drawing Title Site Preparation, Erosion & Sediment Control Plan Drawing No, LAYOUT NOTES GRADING AND STRUCTURE EASEME"T ON ADJACENT PROPERTY FINAL LOCAT TO BE SHOWN ON THE AS-BU EXISTING STOP SIGN TO REMAIN GU�ER OFF-SEASON BOAT STORAGE LOCATION K 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. 10. THE BOAT LAUNCH IS FOR PRIVATE USE ONLY AND NOT OPEN TO THE PUBLIC. 11, LAUNCHING OF BOATS WILL BE HANDLED BY TRAINED MARINA PERSONNEL AND DROPPING OFF BOAT/TRAILERS WILL BE BY APPOINTMENT ONLY. 12. THE BANDSTAND WILL NOT BE USED AS A MUSIC VENUE. IT IS TO PROVIDE CASUAL MUSIC AS A BACKGROUND MUSIC TO ENHANCE THE DINING EXPERIENCE. 13. THE MAXIMUM OCCUPANCY OF THE OUTDOOR VENUE IS 146 PEOPLE PER THE APPROVED SITE PLAN. SIGN LOCATIONS RELATED TO MAXIMUM OCCUPANCY SHALL BE DETERMINED BY THE BUILDING INSPECTOR. FIRE TRUCK MANEUVERING LAYOUT 14. PARKING SPACES 23-36 AND 38-54 WERE APPROVED AS TEMPORARY SEASONAL OVERFLOW SPACES TO BE CONSTRUCTED IN ACCORDANCE TO 550 UNION ROW IMPACTS LETTER DATED SEPTEMBER 11, 2018. ASPHALT PAVING 6 -DIJMPSTER PAD ENCLOSURE 4 L-09 EXISTING SARATOGA COUNTY SEWER DISTRICT b A�PHA AVING� 1$ I #1 PUMP STATION L-07 d _ -��,,tT(25--- 1 42�� _ �-4�_.. 65 a �' (8?` ; 106 123 _ __ _ EXISTING COMMERCIAL SIGN TO REMAIN, DOT i t� z _- 105 1 2 3 , APPROVED LOCATION PREVIOUSLY ( �2 1. �' i 16 _f 24,00" - 4� 6�$ i8 p{�ir�a s�V✓; �;`, t;T,'� 1 STONE RETAINING WALL L-12 6 CONCRETE PAVERS L-09 WOOD DINING DECK SEE ARCHITECTURAL PLANS RETAINING WALL WITH GUARDRAIL \\ \ 3 ` PEDESTRIAN CROSSWALK L-08 NYS DOT PERMIT REQUIRED FOR ALL PROPOSED WORK WITHIN UNION AVE. THE PLANNING BOARD HAS APPROVED A CROSSWALK CONNECTION WITH A RAPID FLASHING BEACON. IF DOT APPROVES A DIFFERENT CROSSWALK DESIGN A FIELD CHANGE WILL BE REQUESTED AND SHOWN ON THE AS -BUILT 5 cF STOP SIGN L-08 � DETECTABLE WARNING 4 L-08 6"�ONCRETE 11 CURB TYP. L-07 ACCESSORY STRUCTURE o RESTAURANT/ MARINA OFFICE ,.. N STONE RETAINING �... WALL W/ GUARDRAIL EXISTING PRIVATE BOAT LAUNCH LEGEND PROPERTY LINE ® 0 100 YEAR FLOOD PLAIN LINE — SETBACK LINE POROUS ASPHALT L-O7 CONCRETE PAVING 10 L-07 DETECTABLE WARNING 4 L-08 CONCRETE PAVERS 6 L-09 SAND C1 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 2014 Prepared for.- 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Title. Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 1 p of NE y B, S B. cF Y_.. 81339 v ��ESS1��� Project No.: 201576 Design: MCB Drawn: HSM Ch'k'd: MCB 1 SHORE LINE _ — Date: 06/07/18 Scale: 1"=30' Rev: Description: Date: 7 4 1 PLAN REVISIONS 8/17/2018 11; r 2 PLAN REVISIONS 10/26/2018 3 PLAN REVISIONS 12/18/2018 5 f ; L-09 STONE DUST PATH i -- -- SARATOGA LAKE �w .: F { f �<: R SN � iA r Ii Drawing Title Planning Board # 18.03 7 Approval SEP 2=o 2018 Approved under authority of a resolution adopt ` � by the Planning Board of th ty of ara o Springs. Chairperson ' { Date Signed: E� 2 Layout Plan Drawing No. JCUHAr-1141 r UMr-DHT BOTTOM OF BASIN: 208.0' TOP OF BASIN: 210.0' DRY SET STONE WEIR WEIR ELEVATION: 209.5' BIORETENTION BASIN TOP OF BASIN: 210.0' BOTTOM OF BASIN: 209.0' 6" UNDER DRAIN INV. ELEV.: 206.0' 6 EROSION CONTROL L-11 FABRIC CB-1 RIM: 209.5' INV. OUT: 206.0' 50LFOF12" HDPE @ 0.5% 166LFOF12" HDPE @ 1.0% PROPOSED 4" ROOF LEADER W/ BACKFLOW PREVENTION (SEE MEP DRAWINGS) CONNECT ROOF LEADER TO 12" HDPE INV. IN: 205.58' CONNECT ROOF LEADER TO 12" HDPE INV. IN: 205.31' EROSION CONTROL FABRIC 12" INLINE CHECK VALVE 1 12" FLARED END - SECTION W/ RIP RAP OUTLET APRON INV. OUT: 204.09' NYSDOT PERMIT REQUIRE FOR ALL GRADING WITHIN UNION AVE ROW. IF MODIFICATIONS TO THE APPROVED GRADING OCCUR BASED ON DOT COMMENTS, A FIELD CHANGE WILL BE REQUIRED AND THE AS -BUILT WILL SHOW THE FINAL APPROVED FORM. 100-YEAR FLOOD PLAIN _.. _ . SHORE LINE PREVENTION (SEE MEP DRAWINGS) OUTLET ROOF LEADER INV. OUT: 205.0' GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 09/07/2016 (UPDATED 05/29/2018) PERFORMED BY THOMPSON & FLEMING LAND SURVEYORS, P.C. 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 ROUNDING 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. 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). 20. THE APPLICANT WILL WORK WITH THE CITY OF SARATOGA SPRINGS BUILDING INSPECTOR TO SUBMIT A LETTER OF MAP REVISION TO REVISE THE FLOODPLAIN FOR THE PARCEL. THE LETTER OF MAP REVISION WILL BE SUBMITTED ONCE THE FILL IS PLACED ON -SITE, AND FOUNDATIONS INSTALLED. LEGEND 850 852 850..__ 52 210.1 ST PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SPOT ELEVATION PROPOSED STORM DRAIN PROPOSED CATCH BASIN/YARD DRAIN POROUS PAVEMENT LCM1 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 2014 Prepared fora 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Title: Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 Project No.: 201576 Design: BCS Drawn: BCS Ch'k'd: DBH Date: 06/07/2018 Scale: 1"=30' Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 10/26/2M 3 PLAN REVISIONS 12/18/2M 4 1 BIORETENTION BASIN _.r ( r Drawing Title EROSION CONTROL FABRIC Grading & Planning Board # 18.037 Drainage Plan Approval rSpriFnngs. p 1 _ 1 18 Drawing No. Approved under authority of a resolution ad 30 0 10 20 30 by the Planning Board of the ty 7ofaraChairperson Scale: 1" = 30' I1 o 2018- gilt, Date Signed: L 0 - EXISTING 8" WATER MAIN -r - V 0+00 SA � ' ' _ _S_ CONNECTION TO EXISTING 8" WATER MAIN W/ 8" G.V. THEN 45' BEND l quo � .�vv . �\ 1 230 220 210 200 195 NYS ROUTE 9P WATER MAIN EXTENSION PLAN VIEW EXISTING 8" WATER MAII 11.250 BEND PIPE DEFLECTION, TYP. (PER MANUFACTURER MAXIMUM DEFLECTION) 2" WATER TAP W/- 18" STORM INV. ELEV: 223.5' 8� EXISTING FINISHED EXISTING SEWER MAIN nit nATr \/AI \/r \A 1 1 \k1M l m MI ' O I M N N N N 04 O N N 1+00 2+00 3+00 WATER MAIN EXTENSION PROFILE NYSDOH NOTES: UNION AVENUE 100-YEAR FLOOD LINE 777"".. 206 30 0 10 20 30 Scale: 1" = 30, 8" GATE VALVE STA.:3+00 LATERAL STA.: 2+98 6" BUILDINGS LATERAL STA.: 2+85 8" END CAP STA.: 3+02 230 220 210 200 195 SCALE: 1 "=30' VERTICAL SCALE: 1"=& HORIZONTAL SCALE 1"=30' BUILDING SERVICE LATERAL PLAN VIEW 210 195 7\ y FINISHED GRADE PROPOSED I 6" GATE EXISTING GRADE BUILDING VALVE _. _ ..__._------ __. _ _._...__._ _ __ .....___. _ _ _._ .._.__..... 10 I ! I Z W I _ ._._._.__ _. _---------- �7........... 6" D.I.P 8" SAN. SEWER INV. ELEV: 199.10' ...._ ____..._____._..._....._.__..__._._...___._..________.__.___ �.__.----- __-........-. _.._____._..... 00 I I I � I � 195 M M O N N BUILDING SERVICE LATERAL PROFILE 1+00 1. PUSH -ON -JOINT, DUCTILE -IRON PIPE: AWWA C151, WITH AWWA C111, DUCTILE -IRON GLANDS, RUBBER GASKETS, AND STEEL WITH RECESSED FLANGE FOR BRANCH VALVE. VALVE: AWWA, 0 PSIG. SLOWLY INCREASE AGAIN TO TEST PRESSURE AND HOLD FOR PUSH -ON -JOINT BELL AND PLAIN SPIGOT END. GASKETS: AWWA C111, BOLTS. 250 PSIG MINIMUM PRESSURE RATING. CAST-IRON, NONRISING-STEM, RESILIENT -SEATED GATE VALVE WITH 8. INSTALL ANCHORAGES FOR TEES, PLUGS AND CAPS, BENDS, 1 MORE HOUR. MAXIMUM ALLOWABLE LEAKAGE IS 2 QUARTS PER RUBBER. ONE RAISED FACE FLANGE MATING TAPPING -SLEEVE FLANGE. CROSSES, VALVES, AND HYDRANT BRANCHES. INCLUDE HOUR PER 100 JOINTS. REMAKE LEAKING JOINTS WITH NEW 4. NONRISING-STEM, RESILIENT -SEATED GATE VALVES: GRAY OR COMPLY WITH AWWA M44 FOR CAST-IRON VALVE BOXES. INCLUDE ANCHORAGES FOR GASKETED-JOINT, DUCTILE -IRON, WATER -SERVICE MATERIALS AND REPEAT TEST UNTIL LEAKAGE IS WITHIN ALLOWED 2. MECHANICAL -JOINT, DUCTILE -IRON FITTINGS: AWWA C110, DUCTILE- DUCTILE -IRON BODY AND BONNET: WITH BRONZE OR GRAY OR TOP SECTION, ADJUSTABLE EXTENSION OF LENGTH REQUIRED FOR PIPING ACCORDING TO AWWA C600. LIMITS. OR GRAY -IRON STANDARD PATTERN OR AWWA C153, DUCTILE -IRON DUCTILE -IRON GATE, RESILIENT SEATS, BRONZE STEM, AND STEM DEPTH OF BURIAL OF VALVE, PLUG WITH LETTERING "WATER," AND COMPACT PATTERN. GLANDS, GASKETS, AND BOLTS: AWWA C111, NUT. AWWA C509 STANDARD. 200 PSIG MINIMUM PRESSURE RATING. BOTTOM SECTION WITH BASE THAT FITS OVER VALVE AND WITH A 9. INSTALL CONTINUOUS UNDERGROUND DETECTABLE WARNING TAPE 11, USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY DUCTILE- OR GRAY -IRON GLANDS, RUBBER GASKETS, AND STEEL MECHANICAL JOINT, INTERIOR COATING COMPLYING WITH AWWA BARREL APPROXIMATELY 5 INCHES IN DIAMETER. DURING BACKFILLING OF TRENCH FOR UNDERGROUND AUTHORITIES HAVING JURISDICTION OR, IF METHOD IS NOT BOLTS. C550, WATER -DISTRIBUTION PIPING. LOCATE BELOW FINISHED GRADE, PRESCRIBED BY AUTHORITIES HAVING JURISDICTION, USE 6. INSTALL DUCTILE -IRON, WATER -SERVICE PIPING ACCORDING TO DIRECTLY OVER PIPING. PROCEDURE DESCRIBED IN AWWA C651. SUBMIT WATER SAMPLES IN 3, DUCTILE -IRON RIGID EXPANSION JOINTS: THREE-PIECE, DUCTILE -IRON 5. TAPPING -SLEEVE ASSEMBLIES: SLEEVE AND VALVE COMPATIBLE WITH AWWA C600 AND AWWA M41. STERILE BOTTLES TO A NYSDOH APPROVED LABORATORY. REPEAT ASSEMBLY CONSISTING OF TELESCOPING SLEEVE WITH GASKETS DRILLING MACHINE. MSS SP-60 STANDARD. TAPPING SLEEVE: 10. HYDROSTATIC TESTS: TEST AT NOT LESS THAN ONE -AND -ONE-HALF PROCEDURE IF BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF AND RESTRAINED-TYPEDUCTILE-IRON, BELL -AND -SPIGOT EN D STAINLESS -STEEL, TWO-PIECE BOLTED SLEEVE WITH FLANGED 7, INSTALL GATE VALVES ACCORDING TO AWWA C600 AND AWWA M44. P F T HOURS. INCREASE PRE RE TIMES WORKING PRESSURE OR TWO OURSPRESSURE CONTAMINATION. SECTIONS COMPLYING WITH AWWA C110 OR AWWA C153. SELECT OUTLET FOR NEW BRANCH CONNECTION. INCLUDE SLEEVE INSTALL EACH UNDERGROUND VALVE WITH STEM POINTING UP AND IN 50-PSIG INCREMENTS AND INSPECT EACH JOINT BETWEEN AND ASSEMBLE COMPONENTS FOR EXPANSION INDICATED. INCLUDE MATCHING SIZE AND TYPE OF PIPE MATERIAL BEING TAPPED AND WITH VALVE BOX. INCREMENTS. HOLD AT TEST PRESSURE FOR 1 HOUR; DECREASE TO 30 0 10 20 30 Scale: 1" = 30' SCALE: 1 "=30' VERTICAL SCALE: 1"=6', HORIZONTAL SCALE: 1"=30' LEGEND PROPERTY LINE -- —W EXISTING WATERLINE w PROPOSED WATERLINE —sa sn - EXISTING SANITARY LINE SAN PROPOSED SANITARY LINE PROPOSED STORMWATER LINE Planning Board # 18.037 Approval SEP 2 0 2018 Approved under authority of a resolution adopted - by the Planning Board of the qity of Sarato prings.' Chairperson Date Signed: DE 2 3:. f C1 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 2014 Prepared fora 550 Union L L C 550 Union Avenue Saratoga Springs, NY 12866 Protect Title. 550 Union Special Use Permit 550 Union Avenue Saratoga Springs, NY 12866 w9 j. �- c I w m2 a cP � 813� �? oESS1� Project No.: 201576 Design: DBH Drawn: BCS Ch'k'd: DBH Date: 09/25/2018 Scale: 1"=30' Rev: Description: Date: 1 PLAN REVISIONS 10/26/2018 2 PLAN REVISIONS 12/18/2018 Drawing Title Utility Profiles Drawing No. L-04.1 Bill UTILITY NOTES 1. 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. 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH CONNECT TO EXISTING 3 THEIR RESPECTIVE REQUIREMENTS. 8" WATER MAIN W/ 8" GATE VALVE L-10 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. EXISTING 8" WATER MAIN C (CONTRACTOR TO CONFIRM PIPE 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. MATERIAL) 5. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL COORDINATE LOCATION OF ALL 450 BEND W/ UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, THRUST BLOCK sa FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. T�9p �P 6. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 3 2" WATER TAP 45° BEND W/ L-10 W/ 2" CORP STOP THRUST BLOCK 7. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. �sq UT EXISTING 2" WATERLINE. INSTALL 8. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND 2" COUPLING TO NEW 2" COPPER DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. WATER SERVICE \ \ \H.NYSDOT PERMIT REQUIRE FOR ALL UTILITY / 9 INSTALLATION WITHIN UNION AVE ROW. IF \ \ MODIFICATIONS TO THE APPROVED PLANS OCCUR \BASED L ON DOT COMMENTS, A FIELD CHANGE WILL BE ' 100-YEAR / ELECTRICAL SERVICE FLOOD LINEBLOCK _._......._.....__..! / l THRUST I _...____...._._.. l ,�......._...__.. FIRE HYDRANT ASSEMBLY s9 Q CUT EXISTING 2" WATERLINE AND A............, INSTALL M.J. END CAP. TAP 2 ' " "�'•��--�-��----' ' _..A........ COPPER WATER SERVICE CONNECTIONS. MIN. SEPARATION ! .. .. i .... ._.�•..__............�...--._.----'.....-i-.._...--..........._ ' ... ..____..__._ 8" GATE VALVE BETWEEN SERVICE CONNECTION, 3 LF M J END CAP AND �� UST B u i / l _ �e .._. ,< _..._.....�....._.>.�_.._..._.__.._ a. THRUST LOCK _• L 10 o a` cy .. ... EXISTING UTILITY _ sP `w \ ¢ EASEMENT f `:-" l \ ... '? INSTRUMENT ` Aye _.... ;..__'-". _ ......,__................... NUMBER -`,- \ \:..:..._ 2013032688 A _. `--------------Ab P N SA -__•.__ v ` SA 9 (2) 4" COPPER 1 8"X6" SADDLE WYE SA�_... _._...__ i \\ \\ L-10 WATER SERVICES<. \ , ram\ \ t� = . 2,000 GALLON GREASE TRAP RIM: 209.8, 209.65' 6" SDR-26 PVC W/ 6 INV. IN:205.25' BACKFLOW L-10 SANITARY CLEANOUT� INV. OUT: 205.10' PREVENTION (SEE I' MEP DRAWINGS) 6" SDR-26 PVC W/ BACKFLOW-j 2% MIN. SLOPE PREVENTION (SEE MEP DRAWINGS) INV. (BLDG) = 205.5' 2% MIN. SLOPE INV. BLDG = 205.5' MODIFY FRAME AND COVER FLUSH TO GRADE RIM: 209.7' INV. IN (6" PVC) INTERNAL DROP: 203.5'_ SHORE LINE SARATOGA LAKE SHD E� \`J..IN- E -�- ���NE S'�0 n iJ 1-------1 4 LINE G WATER SYSTEM NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5 4% 2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE CITY ENGINEER PRIOR TO CONSTRUCTION, 3. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 4. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 5. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 6. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 7. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 8. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY, THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 9. THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH -ON PIPE. 10. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 11. VALVE BOXES 11.a. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. 11.b. COVER SHALL BE STAY -PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 12. VALVES 12.a. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). 12.b. R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON -RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC COATED STEEL. 12.c. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G, 12.d. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. 12.e. VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. 12.f. EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. 12.g. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 13. HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-423 AS SHOWN ON THE DETAIL. 14. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). 15. THE LOCATION OF UNDERGROUND UTILITIES INDICATEDON THE PLANS ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY 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. 16. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. SUBMIT COPIES OF APPROVED SHOP DRAWINGS TO SARATOGA COUNTY SEWER DISTRICT #1. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE SARATOGA COUNTY SEWER DISTRICT #1, PRIOR TO INSTALLATIONS. 5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 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 AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 6. LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE ASSOCIATION, UNI-B-6-98. 30 0 10 20 30 Scale: 1" = 30' LEGEND -� PROPERTY LINE W EXISTING WATERLINE W PROPOSED WATERLINE -SA-SA- EXISTING SANITARY LINE SAN PROPOSED SANITARY LINE S , _ ....._ PROPOSED STORMWATER LINE Planning Board # 1.8.037 Aperoval Approved under authority of a resolution ado by the Planning Board of the of ar a S rings. Chairperson jr Date Signed: DEC 2 0 2018 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 2014 Prepared for- 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Tit/e: Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 Project No.: 201576 Design: DPD Drawn: HSM Ch'k'd: DBH Date: 06/07/2018 Scale: 1"=30' Rev. Description: Date. 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 10/26/2M 3 PLAN REVISIONS 12/18/2M Drawing Title Utility Plan Drawing No. L 04 PR V�CO) ISTING VEGETATION TO REMAIN GpN�. \ C0 SARATOGA LAKE LEGEND PROPERTY LINE / / \\ o EXISTING TREE TO REMAIN NEW DECIDUOUS TREE NEW DECIDUOUS ORNAMENTAL TREE NEW CONIFEROUS TREES NEW SHRUB NEW HERBACEOUS PERENNIAL PLANTING 10� pp P NE F�0 PLANT LIST SYM. I QTY. I BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES BN 1 Betula nigra 'Heritage' Heritage River Birch 14'-16' ht. B&B, MULTI -STEM GT 5 Gleditsia triacanthos inermis Thornless Honeylocust 3"-3 1/2"cal. B&B TC 1 Tillia cordata Linden 3"-3 1/2"cal. B&B ORNAMENTAL TREES AG 4 Amelanchier x grandiflora 'Autumn Brilliance' Serviceberry 8'-10' ht. B&B, MULTI -STEM EVERGREEN TREES AC 10 Abies concolor White Fir 8'-10' ht. B&B PS 8 Pinus strobus Eastern White Pine 8'-10' ht. B&B SHRUBS CS 6 Cornus alba siberica Red Twig Dogwood 30"-36" ht. VT 19 Viburnum trilobum American Cranberry Viburnum 30"-36" ht. PERENNIALS / GRASSES / GROUNDCOVERS / HERBACEOUS FG 43 Rose Fountain Grass Rose Fountain Grass 30" ht Cont. 30 0 10 20 30 Scale: 1" = 30' Planning Board # 18.037 Approval Approved under authority of a resolution adopt by the Planning Board of the i of S rat Springs. Chairperson Date Signed: DEC 2 02018 C1 The LA GROUP Landscape Architecture & Engineering P.C. Peop%, Purpose. PCaee. 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 2014 Prepared fora 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Pro'lect Title: Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 B.tiF09,� l A�°�Essr Project No.: 201576 Design: MCB Drawn: MCB Ch'k'd: MCB Date: 6/7/2018 Scale: 1"=30' Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 9/20/2018 3 PLAN REVISIONS 10/26/201i 4 PLAN REVISIONS 12/18/20D Drawing Title Landscape Plan Drawing No. L 05 100 00 NE F�0 Z LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts LITHONIA: AS2 LED DHID 2 250M SR4W TB 25000 0.9 184 DSXO_LED_P4_ WA � WA SPA LPI 40K_T4M_MVOLT S ies DM28AS LITHONIA: DSXO LED EHID 5 LED P4 40K T4M DSXO_LED _P4_ 25000 0.9 92 o MVOLT 40K_T4M_MVOLT ies 1. MOUNTING OF THE LIGHTS IS ON IIS POLES WITH 2.5' BASES. 2..LIGHTS FOR THE PROJECT WILL BE DARK SKY COMPLIANT. 30 0 10 20 30 Scale: 1" = 30' Planning Board # 18.037 Approval SEP 2 0 2018 Approved under authority of a resolution adopt by the Planning Board of the i of S rat Springs. Chairperson DEC 2 Date Signed: 07018 C1 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 2014 Prepared for- 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Title: Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 ®F Ni6V Y 1= �� �,i �►ir�1 W g131 4 A�FESS10% Project No.: 201576 Design: MCB Drawn: BCS Ch'k'd: MCB Date: 6/7/2018 Scale: 1"=30' Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 10/26/2018 3 PLAN REVISIONS 12/18/2018 Drawing Title Lighting Plan Drawing No. L-06 Slit �l 8' MIN. CONCRETE WASHOUT SIGN CONCRETE 10' MAX. � TO 4 36" MIN. FENCE POST WASHOUT STAPLES (2 PER BALE) WOOD OR METAL a a 0 0 a 36" MIN., 2" HARDWOOD FENCE POSTS, STRAW BALE STAKES (2 PER BALE) DRIVEN MIN. 16" INTO GROUND 10 MIL PLASTIC 0 o LINING w 0 w W '::::.:::.::.::::::::.:::::::.::::::.'.:::::.:::........... FILTER FABRIC z - O m 0 Q 0 0 0 N - 0 4 N z so - C7 O J J J FLOW 00 o o W m . . .............. f> ' _: ., . ................................................................. • "'°• ......,., .. . m Z z o 10 MIL PLASTIC., NOTE. .:__ ! : . .....:.::... s ,_ ::::....+ :::.:::::: aa':ar`y'=''' .._..;:;.' :^:.'.:'.:^.^.'.:'.:':.':.7.'.:'.:'::.':.'.::':.':.'.:'.::':.'..'. '. '..'..'...'.:':.':.' N u_ LINING „ . - .... ""`' - - 1. WASHOUT AREA HA Y THE SHALL BE SIZED B E :..,,,..:_;, ' STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN 0 0 0 0 INTO GROUND CONCRETE CLEANOUT. F� O� EMBED FILTER CLOTH 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 MIN. 6" INTO GROUND FEET AT THE BOTTOM AND 2 FEET DEEP. FILTER FABRIC; FASTENED SECURELY CONCRETE WASHOUT PERSPECTIVE VIEW TO FENCE POSTS W/ STAPLES SECTION i CONSTRUCTION / TREE PROTECTION FENCE SCALE:NTS ORANGE POLYETHYLENE WARNING FENCE WATERPROOF PERMANENT SIGN READING: "CONSTRUCTION AREA" METAL POST SCALE NTS 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 SCALE:NTS CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3. THICKNESS- NOT LESS THAN SIX (6) INCHES. 4. WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE, 5, ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. EDGE OF EXISTING ROADWAY i K CT��y P[yx� Ci'iK �T }�.`ii:x, .;1',t n�+c\K,"-'^• ::,;;„ ``;c... fit:>t... 50'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 STONE MATERIAL OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE SCALE:NTS CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. 3, WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. SILT FENCE JSCALE NTS TOP COURSE - NYSDOT ITEM NOTES: 402.098302 - 9.5F3 H.M.A,, 80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON TACK COAT - NYSDOT ITEM ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY 407-0102 DILUTED REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO U) Qo ._' '' CARRY DESIGN LOADING. O F w w "<` BINDER COURSE - NYSDOT ITEM 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN = Q "'$n\ ;' - 19F9 H.M.A., 80 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. Of402.198902 w c7 czi SERIES COMPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR BINDER (LIQUID ASPHALT) CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING GRADE SHALL BE PG-64-22 SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMPACTED GRAVEL - COMMENCING PAVING OPERATIONS. NYSDOT TYPE 2 (SECT. ° 304) COMPACTED TO 95 /° STANDARD PROCTOR PAVEMENT TOP BINDER GRAVEL ESAL SUBGRADE - COMPACTED TO TYPE COURSE COURSE COURSE LEVEL 90% STANDARD PROCTOR ASPHALT PAVEMENT JOINT SEALANT PER SPEC. 6 x 6 - W6.0 x W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICES & 3" BOTTOM CLEARANCE PREMOLDED EXPANSION JOINT FILLER 1/2" JOINT EXPANSION JOINTS TO OCCUR 20' O.C. MAX OR AS SHOWN ON PLANS & AT EXPANSION JOINT ALL CURBS, WALLS, PIERS & WHERE SHOWN ON PLANS OR OTHER DETAILS. PARKING 1-1/2" 2" 811LOT MILLION LL1/8" JOINT CONTROL JOINT CONCRETE PVMT. EXPANSION/SCORE JOINT TOP COURSE BINDER COURSE PAVEMENT KEY FINISHED GRADE MIRAFI 160N ON SIDES CONTRACTOR SHALL INCLUDE ADDITIONAL RESERVOIR STONE AS REQUIRED TO ACHIEVE FINISHED GRADE ELEVATIONS; NO IMPORTED OR NATIVE BACKFILL SHALL BE USED AS EMBANKMENT MATERIAL WITHIN THE POROUS PAVEMENT LIMITS SCALE.NTS SAWCUT JOINT WHERE SHOWN ON PLANS 6 x 6 - W6.0 x W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICES & 3" BOTTOM CLEARANCE TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT. PROPOSED EXISTING PAVING PAVING KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 1-12" MINIMUM DEEP KEY INTO EXISTING PAVEMENT ;- x. .... �� �:....__ �.`�:•` COMPACTED BASE MATERIAL :.> COMPACTED SUBGRADE 4" POROUS ASPHALT PAVEMENT SURFACE COURSE PG 76-22P r ate, l a� 1" CHOKER COURSE: No. 57 STONE ` 8" BED DEPTH, CLEAN UNIFORMLY GRADED COARSE AGGREGATE, PLACED IN (2) LIFTS: No. 3 STONE 0 .�C a., t. INSTALLATION REQUIREMENTS: 1, ASPHALT SHALL BE IMMEDIATELY ROLLED WITH A TWO -AXLE TANDEM ROLLER (VIBRATORY NOT ALLOWED) WITH A GROSS MASS BETWEEN 8 TO 12 TONS AND SHALL BE CAPABLE OF PROVIDING A MINIMUM COMPACTIVE EFFORT OF 250 POUNDS PER SQUARE INCH OF WIDTH OF THE DRIVE ROLL. ROLLING SHALL OCCUR WHEN MIX TEMPERATURE IS AS FOLLOWS: 1.1. BREAKDOWN ROLLING: 275 TO 325°F 1.2. FINISH ROLLING: 180 TO 220°F 2. TEMPERATURE OF ASPHALT MIX AT THE PAVER SHALL BE BETWEEN 275 TO 325°F, 3. ASPHALT SHALL BE PLACED IN A SINGLE LIFT. 4. NO TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT FOR 48 HOURS OR. UNTIL THE ENTIRE SURFACE TEMPERATURE COOLS TO BELOW 100°F. 5. FULL TIME INSPECTION BY DESIGN ENGINEER DURING INSTALLATION. @_POROUS ASPHALT SCALE.NTS SCALE:NTS -3" No. 57 STONE -UNCOMPACTED SUBGRADE POROUS ASPHALT SPECIFICATIONS: 1. ASPHALT BINDER SHALL BE MODIFIED WITH ELASTOMERIC POLYMER. POLYMER SHALL BE ADDED AT A RATE TO ALLOW ASPHALT BINDER TO HAVE A MINIMUM ELASTIC RECOVERY OF 60%. 2. ASPHALT BINDER CONTENT SHALL BE A MINIMUM OF 5.5% BY DRY AGGREGATE WEIGHT. 3. ASPHALT MIXTURE SHALL HAVE A DRAIN TIME LESS THAN 0.3% PER ASTM D6390, 4. DRAINDOWN RESULTS MUST BE SUBMITTED AND APPROVED BY DESIGN ENGINEER PRIOR TO APPROVAL OF JOB MIX FORMULA 5. ENGINEER SHALL MONITOR TEMPERATURE AND COMPACTION OF POROUS PAVEMENT DURING CONSTRUCTION AND SUBMIT FIELD REPORT TO CITY ENGINEER. SCALE.NTS - BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR TO WALK TO WALK 4" CONCRETE - SEE _ ,==--6" CONCRETE - SEE C a•, x.= >-L; ;g TES ONCRE SPECIFICATIONS CONCRE TE TE SPECIFICATIONS :- 6" X 6" NO s WOVEN WIRE,,, '. 6" X 6" NO s WOVEN WIRE • MESH EXCEPT A.O.B.E. MESH EXCEPT A.O.B.E. x 7, 6 GRANULAR SUBBASE COURSE NYS , °• ` 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED ' DOT SECT. 304, TYPE 2 COMPACTED r•> , o A PR T R T TAND RD PROCTOR 0 95 S t „f, f: ,.: F::: ,: o .f 1 T STANDARD PROCTOR \ \ '\ �"\�' 0 95 /o :f SUBGRADE COMPACTED TO ; \, \: \, ,\ SUBGRADE COMPACTED TO 90% STANDARD PROCTOR ' f 90% STANDARD PROCTOR NOTES: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. C EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. CONTROL JOINT SPACING - 5' O.C. - P NOMINAL CROSS SLOPE 1/8" T01/4" PER FOOT MAX. SLOPE 1:50 TY S SLOPE - 1/8" TO 114" PER FOOT MAX. SLOP YP NOMINAL CROSS E 1.50 T TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE 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 WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPE 2 TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL PROPERTY LINE. ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. PUBLIC WORKS, 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED AND WILL BE EXPOSED TO FREEZE -THAW CYCLES AND DEICERS WHEN WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE MINIMUM SPECIFICATIONS. PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR -ENTRAINED CONSTRUCTION AND MATERIALS", 1985. 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 ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE PLANNING BOARD. 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 *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. 1111111111;11111;111% CONCRETE PAVEMENT ON GRADE FINISH GRADE R:e NOTE: EXPANSION JOINTS SPACED PROVIDE CLEAN SQUARE CORNER ALONG CURB 10' O.C. MAX. WHERE BITUMINOUS WALK ABUTS CURB -1/4" RADIUS FINISH GRADE; BITUMINOUS' OR LAWN, SEE PLANS PAVEMENT co CAST -IN -PLACE - CONCRETE CURB SEE CONCRETE "' SPECIFICATION GRAVEL COMPACTED TO 95% STANDARD PROCTOR FULL CURB AT LAWN SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 6" CONCRETE CURB SCAL& NTS 6" 1/2" RADIUS N , FINISH GRADE .:.• .. 4,000 PSI CAST -IN -PLACE ETE CURB a _ `i j........ 11 6" " 6" -1 6" -1 FLUSH CURB IN PAVING COMPACTED GRAVEL BASE NYSDOT SECT. 304, TYPE 2 SCALE.NTS SPACING SWALE SLOPE -SEE NOTE 2 A SAME ELEVATION CREST 24" MAX @CENTER SwqL NOTES: CUTOFF TRENCH ' / 18" WIDE X 6" DEEP PROFILE 1. STONE WILL BE PLACED ON A FILTER NOT TO SCALE FABRIC FOUNDATION TO THE LINES, TOE A GRADES, AND LOCATIONS SHOWN IN THE PLAN. 2. SET SPACING OF CHECK DAMS To 2 ASSUME THAT THE ELEVATIONS OF THE - - - - - TOP OF BANK CREST OF THE DOWNSTREAM DAM IS AT NYSDOT LIGHT 1 TYP - - - - - - - - - THE SAME ELEVATION OF THE TOE OF STONE FILL SWALE SIDE THE UPSTREAM DAM. HEIGHT FT. SLOPE BEYOND SPACING-_ L PE(FT. FT.) fi ,� BOTTOM OF SWALE FILTER FABRIC 1 �' 3. EXTEND STONE A MINIMUM 1'-6" BEYOND TOP BANK OF SWALE. 4. PROTECT SWALE/CHANNEL DOWNSTREAM 1'-6° of THE LOWEST CHECK DAM FROM LONGITUDINAL CROSS SECTION SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5, ENSURE THAT CULVERT ENTRANCES - -_ v -Cn S R NOT SUBJECT �` z - BELOW CHECK DAM ARE �- cfl TO DAMAGE OR BLOCKAGE FROM TOP OF BANK ~`' DISPLACED STONE. TYP 1'-6" 6. ONCE SITE HAS ACHIEVED PERMANENT ��'.� a�\ - STABILIZATION AS DETERMINED BY THE FILTER FABRIC _ OWNER'S REPRESENTATIVE, was CONTRACTOR SHALL CUT-OFF TRENCH - CLEAN/REPAIR/REMOVE CHECKDAMS NYSDOT STON BASED ON FINISHED CONDITION AND FILL, LIGHT (6.03) CROSS SECTION A -A REPAIR AFFECTED AREAS. OR FINE (6.02) i STONE CHECK DAM SCALE NTS Planning Board # 18.037 Approval SEP 2 0 2OM Approved under authority of a resolution � by the Planning Board of t e C' y of aratogo Springs. Chairperson 0 2018 Date Signed 0 The LA GROUP Landscape Architecture & Engineering P.C. PeoP !e. Pur 1' ose. Ptace. 40 Long Alley 1' 518-587-8100 Saratoga Springs : 518-587-0180 f 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 2014 Prepared for., 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Title. - Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 P�11 OF 9 r n ur �0 133$ R�FESS% Project No.: 201576 Design: MCB Drawn: HSM Ch'k'd: MCB Date: 6/7/2018 Scale: NTS Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN N REVISiO S / 26 10 2018 / 3 PLAN REVISIONS 12/18/2018 Drawing Title Site Details Drawing No. L-07 to =F:TAI€.. 1. FREE STANDING VAN ACCESSIBLE SIGN TO MEET ANSI STDS. (4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. FREE STANDING "NO PARKING" SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). 4" WIDE PARKING LINES PAINTED WHITE NON -ACCESSIBLE PARKING SPACE (TYP.) NOTE: PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO 100, 1 HANDICAP SPACE IN EVERY SPACES OVER 100. (AS PER N.Y.S. BLDG. CODE). 8'-0" TYP. 8'-0" TYP. 9'-0" TYP. NO -PARKING STRIP PAINTED NOTE: WITH 4" DIAGONAL LINES 1. MAXIMUM SLOP WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) 2. REFER TO PLAN FOR LAYOUT INFORMATION ACCESSIBLE PARKING 4+ C" 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. ACCESSIBLE PARKING SYMBOL LAYOUT 7A++ 4+ 7A" )SSWALK TO MEET tE EDGE AT FLUSH B. z Q a w w U: z c « PEDESTRIAN CROSSWALK SCALE:NTS SCALE:NTS SCALE NTS CT o 0 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES (2 PER SECTION A -A FLANGE) ,-DOME 0 @ o @ @ 0 o o Do @ @ Q @o Q @ =o O 0000000 0 0 1'-0" PLAN - TILE INTERNAL EMBEDMENT 10/16" O HOLE THROUGH FLANGE AT 3" C/C EMBEDMENT FLANGES (2 PER �J FLANGE) SECTION B-B 0 DETAIL 1 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 681-001A. DETECTABLE WARNING STRIP 5-0" SECTION CURB END TRANSITION TRANSITION CURB SCALE:NTS SCALE:NTS 2 3/8" 88" (2230 MM) (60 MM) � � a N 4" (101.6 MM) WHOLE � g Lo........ . I .. o L(241.3 MM} (150 MM) o M EMBED MOUNT FRONT VIEW SURFACE MOUNT CORE DRILLED MOUNT IN EXISTING CONCRETE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 4238-014. BIKE RACK LIGHT POLE AS PER LIGHTING — SCHEDULE AND SPECIFICATIONS. in N FINISHED GRADE— G LIGHT POLE BASE 9" BOLT CIRCLE REQUIRED, SET TO MANUFACTURER'S TEMPLATE. 1" 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 SCALE NTS SCALE NTS U) w I— O Z w w U) w O Z w w U) SEE NOTES STOP ELEVATION SEE NOTES FOR SPECIFICATIONS GALVANIZED POST & BREAKAWAY HARDWARE APPROVED BY CITY TRAFFIC DEPARTMENT BASE POST DRIVEN INTO GROUND(CONCRETE SHALL NOT BE USED) TEXT LETTER APPROX. SIZE M.U.T.C.D. SIZE I rnPE OF SIGN NO. A TO SEE 30"x30" RI -IC M.U.T.C.D. 6.25 S.F. B EN PA SEE M.U.T.C.D. 12"x18" 3.00 S.F. P4-6C C 11 3 SEE M.U.T.C.D. 12"AB" P-1-1 D DO ENTER SEE M.U.T.C.D. 30"x30° 6.25 S.F. R3-15C E PED. CROSSING SYMBOL SEE M.U.T.C.D. 30"x30" 6.25 S.F. yy5-IC F DO NOT ROSSWAL 4" HT 30"x24" 4.00 S.F. G PRIVATE D R�A� 4" HT 30"x24" 4.00 S.F. NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. NOTES: 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. TRAFFIC SIGN SCHEDULE PARKING LIGHT DETAIL SPECIFIED LUMINAIRE AREA LIGHT TAPERED STEEL POLE HAND HOLE 3" X 5" 12" ABOVE BASE COVER FINISHED GRADE CONCRETE POLE BASE, Planning Board # 18.-037 ro -_SEf 2 U Z 18 Approved under authority of a resolution by the Planning Board of`t a Ci y o coatoga Springs. Chairperson DEC 2 0 2018 Date Signed SCALE: NTS SCALE NTS CM1 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 2014 Prepared for.- 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Title. - Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 of: NEw B. r c W m I a 2� F� Qs913 R�FE>g810�'� Project No.: 201576 Design: MCB Drawn: HSM Ch'k'd: MCB Date: 6/7/2018 Scale: NTS Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 10/26/2018 3 PLAN REVISIONS 12/18/2018 Drawing Title Site Details Drawing No. -08 69rs NOTES: • TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. • THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. • TREE SHALL BE PLUMB & STRAIGHT. ATTACH 1/8" GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. — 4" GALV. TURNBUCKLE EA. CABLE 3"0 x 8' CEDAR STAKES, 3 PER TREE. STAKES 2' 0" L t. TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. 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 NOTES: • 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 r, , - �r- F.G I f' 3" 0 X 2'-0" CEDAR STAKES, 3 PER TREE, _p DRIVEN IN AT A 25° ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. 3" HT. PLANTING MIX SAUCER i� 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. Y, .A C1 q 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 �� • SPACE SHRUBS AS INDICATED ON PLANS c ,' 3'" DEEP MULCH '4 0 3" HT. PLANTING MIX SAUCER 3" FG. woo° CUT AND REMOVE BURLAP FROM b" TOP 1/3 OF ROOT BALL MIN.. AMENDED BACKFILL SCARIFY SUBSOIL TO MIN. 4" DEPTH SHRUB PLANTING DETAIL END & CORNER POST CHAIN LINK, TOP SELVAGE KNUCKLED TOP RAIL SLEEVE TENSION BAR CONNECTION TENSION BAND WITH CARRIAGE BOLTS AND NUTS PROVIDE 1/4" WASH ACROSS TOP OF FOOTING (typical): 8 0 v FOOTING 12" DIA. TYP. J 18" DIA. @ GATE POSTS 9� a. 10'-0" O/C MAX. SEE PLAN FOR LAYOUT DUMPSTER ENCLOSURE 3,000 PSI CONCRETE 41 14 VINYL SLATS (TYP.) — a Q LINE POST TOP LINE POST BOTTOM SELVAGE KNUCKLED SCALE NTS SCALE:NTS SCALE.NTS SCALE.NTS 2' STONE DUST TRAIL CONCRETE PAVER DETAIL INSIDE FACE OF MANHOLE -- MORTAR AFTER INSTALLATION OF HOLDING BOOT ALUMINUM ALLOY KORBA 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING M.H. INVERT. TOP OF BASE SLAB INVERT is X 4" EDGING WITH z' REVEAL 3" STONE DUST (CRUSHER FINES) 6" COMPACTED GRAVEL BASE, NYSDOT TYPE 2 COMPACTED SUBGRADE CONCRETE PAVERS - TRADITIONAL PAVERS SPREAD, SWEEP AND COMPACT SAND INTO JOINTS AS PER MANUFACTURER'S RECOMMENDATIONS 1" SAND SETTING BED 4" MIN. CRUSHED STONE GEOTEXTILE FABRIC, MIRAFI 50OX SUBGRADE COMPACTED TO 90% STANDARD PROCTOR FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP z M � T-0" MAX. PRECAST CONCRETE BASE SECTION s CONNECTION TO EXISTING MANHOLE DETAIL PIPE WASH 2"± PER FOOT A CHANNEL DEPTH 0.8 PIPE I.D. + INVERT SAWED HALF PIPE L CONCRETE BENCHWALL 4,000 PSI MIN, ALIGN 0.8 DEPTHS OF DIFFERENT SIZE PIPES MANHOLE BENCHWALL B B� ONE-WAY INVERT 2"± PIPE PROJECTION INTO MH, TYP. A 1 PLAN 1/2" PER FOOT (MIN.) PITCH ACROSS MH MULTIPLE INVERT SCALE:NTS SCALE:NTS SCALE NTS A OOTH CURVE FORM SMOOTH CURVE STANDARD INVERT SECTION A -A SMOOTH DROP INVERT FILLET INVERT IN 0. 10' (MIN.) - 2'-6" (MAX.) INVERT OUT SCALE: NTS 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 1ST 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. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7. 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. 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. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 18.1. 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. 18.2. 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" 19. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 20. 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, 21. 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: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 95% 50% 85% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 90% 25% 85% PERENNIAL RYE 90% 25% 90% 22. 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, GRADATION: SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. #10 100 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS > 500 PPM #270 22 55 .002 2 7 Planning Board # 18.037 Al2oroval Approved under authority of a resolutio by the Planning Board of a C'ty f aratoga Springs, Chairperson Date Signed ci The LA GROUP Landscape Architecture & Engineering P.0 People. Purpose. Puce. 40 Long Alley p: 518-587-8100 Saratoga Springs t' 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 2014 Prepared fora 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Title. - Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 E .`,Ofr N{� Y s B. O W 2 ZS�O o9133CJ v R®�ESS1o�� Project No.: 201576 Design: MCB Drawn: HSM Ch'k'd: MCB Date: 6/7/2018 Scale: NTS Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 10/26/2018 3 PLAN REVISIONS 12/18/2018 Drawing Tit/e Site Details Drawing No. L-09 oil 9 �z SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. 81' LAWN RESTORATION PVMT. RESTORATION MIN. TOPSOIL & SEED KEY EXIST. PVMT. NEW PVMT, SEE DETAIL AS SPECIFIED JT. •• �'�� SUBBASE MAT'L ., REFER TO NEW PVMT. DETAIL BURIED IDENTIFICATION o WARNING TAPE w r Q J !'., J LU wLLJ 1� - > qZ, c Q�e O.D./2 ':... G ' 6" MIN. PIPE O.D. + 24" MIN. FINAL TRENCH BACKFILL (SEE NOTE) #10 COPPER TRACER WIRE CENTERED ON PIPE. COIL ENDS AT ACCESSIBLE LOCATIONS (FORCE MAIN ONLY) PIPE ZONE BACKFILL PIPE 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. CLEAN SAND OR 1 & 2 MECHANICAL COVER COARSE AGG. COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTES SEE NOTE MECHANICAL COMPACTION NOTES: 1) FINAL TRENCH BACKFILL a) IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE STRUCTURAL FILL, MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. b) IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE SUBBASE COURSE, NYSDOT GRADATION TYPE 1 (SECT. 304). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2) 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. 3) EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. TYPICAL TRENCH FINISHED G Z m WATER LINE SANITARY SEWER OR STORM SEWER * SEE NOTE SCALE.NTS L GRAD SECTION A -A #30 ROOFING FELT THRUS \\ 7. \' F \\: w o PLAN (TYP) �/ WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK SCHEDULE) 4,000 p.s.i. UNDISTURBED SOIL NOTES; 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 L AND D OTHER THAN V± = (W + I.D.) - I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY 8D YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT WHERE: 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 W = WIDTH OF BLOCK IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE I.D. = INSIDE DIAMETER OF PIPE IN FEET WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. WITH A SAFETY FACTOR 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. 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 22-1/2° (1/16) BEND 11-1/4° (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 4 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.5 .6 .5 x 1.5 0.3 0.5 x 1.0 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 8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 THRUST BLOCK DETAIL SARATOGA STD. MUELLER-� SUPER CENTURION A-423 - W/ 4" STORZ CONNECTION d BREAK FLANGE LOWEST PART OF BOLTS TO BE A MIN. 1-1/2 ABOVE F.G. AND A MAX. 8" ABOVE F.G. SCALE:NTS S-6" MIN. L 2'-6" MIN. PREFERRED L PREFERRED AS FAR AS POSSIBLE AS CLOSE Ivy I ca: 2'-6" AS POSSIBLE MAINS SHALL BE VALVED TO INSURE PREFERRED THAT WATER FLOW IS NOT INTERRUPTED 1 -6 MIN. TO MORE THAN TWO HYDRANTS AT ANY 5'-0" MAX. GIVEN TIME. U_ o FLUSH WITH z w m PAVEMENT OR ALL HYDRANTS AND VALVES SHALL c> W <� 1 REVEAL IN OPEN RIGHT. TURF AREAS CURB FINISHED GRA PAINT SCHEDULE: - COLOR OF - SIZE OF BONNET AND COLOR OF MAIN CONNECTOR COVERS BARREL o _ UJ ;::• 6" BLUE YELLOW ,, . c '\ ' UJ 8" GREEN, FOREST YELLOW 10" BROWN YELLOW NOTE: (REFERENCE- "TEN �/ ? VALVE BO 11YELLOW 6 M.J. o z_ LU � 12" GRAY, BATTLESHIP LIGHT YELLOW STATE STANDARDS") ? 0 (TELESCOPIC PATTERN) GATE VALVE a o 16 ORANGE YELLOW WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- POLYETHYLENE 0 o I 'n (SARATOGA STD. - w > 20'" 24" BLACK YELLOW YELLOW YELLOW TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN BUILDING PAPER 3/4 TIE -ROD FOR MUEL MUELLER o 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18 MINIMUM VERTICAL SEPARATION BETWEEN PIPES, Z THRUST RESTRAINT A-2360) OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO UJ (ONE EACH SIDE) MAIN PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED CRUSHED STON RETAINER OR RETAINER GLAND TIE ROD EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. SIZE 1 AND 1A A. DRAI UTILITY CROSSING DETAIL ° CONCRETETHRU BLOCK. 4,000 p.s.i ----T-�- ^� \\'\\ \\�\\\ \ 2 SCALE NTS (NOT REQ'D IF M.G. OR TIE RODS ARE %\-BEDDING, PIPE ZONE--� M.J. G CONCRETE THRU USED \ BACKFILL TYPICAL TO ANCHORIN BLOCK. 3,000 p.s.i. TRENCH DETAIL REQ'D. TEE (TYP.) FIRE HYDRANT 5 SCALE NTS FINISHED GRADE ROADWAY NOT USED SCALE NTS NOTE. - LOCATE CURB BOXES IN ACCORDANCE TO THE PLANS. Z_ 0 in z 2" COPPER TUBING (TYPE K) (SIZE AS REQUIRED) CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008N 2" 00 e 8" D.I.P WATER MAIN EXTENSION WATER SERVICE CONNECTION DETAIL CURB BOX; MUELLER 5'-6"± MODEL H-10306 (SIZE AS REQUIRED FOR 2" SERVICE) DIAMETER OF RISER EQl TO SEWERLINE UP TO 4" DIAMETER CRUSHED STONE -- --�_ (NYSDOT #1 ) SANITARY CLEANOUT SADDLE WITH STAINLESS STEEL STRAP PER MANUFACTURER RECOMMENDATIONS, ROMAC INDUSTRIES, INC. 8" SEWER MAIN ry LU 450 OR 300 BEND z AS REQ'D 0 s 4" SDR-26 PVC E--- i FLOW 1/8 LONG SWEEP BEND SCALE:NTS ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE CONNECTION--- 45° OR 30° BEND AS REQ'D \ o II \ STAKE PRESSURE TREATED I-----F-- -------- BUILDING SEWER LATERAL 6" MINIMUM SDR 26 PVC SEWER SERVICE CONNECTION - PLAN 3"± FINISHED GRADE REVEAL- n SLOPE: 2%MIN. (1/4" PER FOOT) 2"x 4"x L PRESS U RE-TREATE D STAKE SET PLUMB AT END OF LATERAL �.- PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE SEWER SERVICE DETAIL 24" Z_ CV MANHOLE FRAME & COVER EJIW NO. 1935 OR EQUIVALENT, COVERS SHALL BE WATERTIGHT FINISHED GRADE - -PRECAST CONCRETE GRADE EXTENSIONS RINGS SET IN FULL BED OF NON SHRINK GROUT LIQUID LEVEL SCALE:NTS 2,000 GALLON HEAVY DUTY PRECAST GREASE TRAP BY FORT MILLER OR APPROVED EQUAL 4" 0 PVC SANITARY `---HIGH DENSITY TEE (TYP.) POLYETHYLENE PIPE GASKET AT ALL PIPE Z CONNECTIONS WATERPROOF ALL JOINTS WITH N ELASTOMERIC JOINT FILLER ASPHALT BITUMASTIC COATING ENTIRE EXTERIOR SURFACES CIS 12" CRUSHED STONE SUBBASE UNDISTURBED SUBGRADE CURB STOP; MUELLER ORISEAL MODEL H-15209N COMPRESSION, MODEL H-15219N (W/DRAIN) (SIZE AS REQUIRED FOR 2" SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY 2" MIN, SIZE TYPE K COPPER PIPE OR SIZE AS REQUIRED SOLID CONC. BEARING BLOCK OR C.I. FOOT SCALE NTS GREASE TRAP Planning Board # 18.037 Approval SEP 2 0 7018 Approved under authority of a resolutio p ed by the Planning Board of Ci aratogo Springs. Chairperson 9fr Date Signed SCALE NTS kC41=1 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 2014 Prepared fora 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Title: Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 roF NEBB.Oa��1. w my a 0913 Ali v R�ESSIO�p Project No.: 201576 Design: BTS Drawn: HSM Ch'k'd: DBH Date: 6/7/2018 Scale: NTS Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 10/26/2018 3 PLAN REVISIONS 12/18/2018 Drawing Title Utility Details Drawing No. x C CATCH BASIN FRAME AND GRATE, 3 FLANGE. RIM ELEV. AS INDICATED ON PLANS. NON —SHRINK CEMENT MORTAR ALL AROUND FRAME. -a— PITCH PRECAST CONCRETE GRADE AS REQUIRED; CEMENT RINGS, NON —SHRINK MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR • FRAME AND GRATE, EJIW MODEL 5419 F.G. PAVEMENT _,,_ PITCH PRECAST CONCRETE GRADE AS REQUIRED: CEMENT RINGS. NON -SHRINK MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR .... :... ... _._E ......_ C?_...._...._ <..._..__.. 30" ._..__ ..:::.a a i REINFORCED PRECAST CONCRETE BARREL 4'-0" DIAM. SECTIONS AS REQUIRED, MANUFACTURED IN ACCORDANCE WITH ASTM C478-85a 1 f I.:..... a SHIPLAP JOINT MADE WATERTIGHT WITH -- d € BUTYL ROPE BETWEEN STRUCTURE SECTIONS .. j APPLY BITUMA TI JOINT OMP UND ALL S C O COMPOUND w ( j... W AROUND AFTER ASSEMBLY _.__ cr Q : .........._! ! i I.:..___._ > :.... ..:...... SELECT GRANULAR BACKFILL PIPE SIZE & INVERTS AS FLOW ~ INDICATED ON PIPE & SLOPE PLANS AS PER PLAN (TYP) .€ I ............ u C> 30 i -=- .......... EP SUMP "! ....... BOOT TYPE FLEXIBLE MEMBRANE .: SLEEVE 00 REINFORCED PRECAST CONCRETE INTEGRAL r x= ll N.,F„ -„- WALL AND BASE SECTION : CRUSHED STONE '-;: --- BASE ( __._. _ _ COMPACTED SUBGRADE CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES DEEPER THAN 4': STEPS TO BE COPOLYMER B. 4 FLANGE FRAME & GRATE POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL CATCH BASIN 1 SCALE NTS DOT ITEM 620.03 STONE FILL (LIGHT), OR AS SPECIFIED CORRUGATED HDPE STORM SEWER PIPE; REFER TO PLANS FOR SIZE AND LENGTH TIDEFLEX CHECKMATE SLIP -IN CHECK VALVE, WHERE INDICATED PROPOSED FINISHED GRADE- SEE PLANS HDPE FLARED END SECTION WITH CORRUGATION COUPLING MATCHING CONDUIT CORRUGATIONS & HAVING ANCHOR TOE PIECE. INSTALL AT ALL PIPE ENDS. z a r} PLANTING AS SPECIFIED CATCH BASIN PONDING DEPTHti\ iol 30" 2" MULCH LAYER BIORETENTION SOIL MIX - - NYS DOT #2 STONE WITH MIRAFI ? 160N FILTER FABRIC. MIN. 12" F OVERLAP 6" PERFORATED PVC — PIPE _ 20 MIL POLY WATERPROOF LINER BIORETENTION PROVIDE WATERTIGHT CONNECTION AT ALL PENETRATION PER MANUFACTURER SPECIFICATIONS: RECOMMENDATION TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND OR LOAM TEXTURE PER USDA. MAXIMUM CLAY CONTENT IS 10%. GRADATION: CHEMICAL ANALYSIS SIEVE % PASSING BY WEIGHT MIN. MAX. PH RANGE 5.2-7.0 #10 100 ORGANIC MATTER 1.54% (BY WEIGHT) #20 78 95 MAGNESIUM 35LB. PER AC #40 67 87 PHOSPHORUS 75LB/AC #60 48 78 POTASSIUM 85LB/AC #100 40 75 SOLUBLE SALTS NOT TO EXCEED 500 PPM #200 28 63 #270 22 55 .002 2 7 FILTER MEDIA SOIL SHALL HAVE A UNIFORM MIXTURE OF 70% SAND (100% PASSING 1" SIEVE AND 5% PASSING THE #200) AND 30% TOPSOIL WITH AN AVERAGE 5% OF ORGANIC MATERIAL SUCH AS COMPOST OR PEAT, ETC. FILTER MEDIA SOIL SHALL BE TESTED TO ENSURE COMPLIANCE. SUBMIT TEST RESULTS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. SOIL SHALL HAVE A MINIMUM PERC. RATE OF 2"/HOUR. FILTER MEDIA SOIL SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER WOODY MATERIAL OVER 1" IN DIAMETER, BRUSH OR WEED SEEDS. PLACEMENT OF THE FILTER MEDIA SOIL SHOULD BE IN 12" TO 18" LIFTS. LIFTS MAY BE LIGHTLY WATERED TO ENCOURAGE NATURAL COMPACTION. NO ADDITIONAL COMPACTION IS NECESSARY. ALLOW TIME FOR NATURAL SETTLEMENT, AND ENSURE FINAL GRADES ARE MET. NO HEAVY EQUIPMENT SHALL BE USED WITHIN BIORETENTION AREA. MULCH SHALL BE SHREDDED HARDWOOD, WELL AGED A MINIMUM 6 MONTHS. GEOTEXTILE FABRIC SHALL MEET CLASS C. APPARENT OPENING SIZE (ASTM D-4751 GRAB TENSILE STRENGTH ASTM D-4632 AND BURST STRENGTH (ASTM-D-4833). PLANTING SHALL BE IN ACCORDANCE WITH PROJECT PLANS, PLANTING NOTES AND DETAILS BIORETENTION v W 11 � W FRAME AND GRATE SECTION VIEW MIRAFI 160N FILTER FLARED END FABRIC UNDER FLARED NYLOPLAST DRAIN BASIN SECTION END SECTION & RIPRAP * WHEN OUTLET IS TO TOPSOIL FINISH GRADE SWALE, EXTEND STONE EXTEND RIP RAP 12" MIN. ABOVE FLARED END. r„ n nrrnr 1" FLARED END SECTION VEGETATED SWALE STONE APRON WIDTH & LENGTH TABLE 12" 7'-0" 61-0" 1 - - - 2411 91-01, 81-0" EXISTING GROUND FILL UP SIDE SLOPE A MINIMUM OF z THE SWALE DEPTH. SCALE: NTS NOTES: 1. EROSION CONTROL MATTING EROSION CONTROL MATTING. SHALL BE ON THE NYSDOT (TYP. ALL DITCHES) APPROVED MATERIAL LIST FOR CLASS II, TYPE B (INTERMEDIATE) ROLLED EROSION CONTROL PRODUCT. SCALE NTS YARD DRAIN SCALE:NTS SCALE N T S INSTALL BEGINNING OF EACH ROLL IN 6"X9" ANCHOR TRENCH STAPLE, BACKFILL, & COMPACT SOIL, TYP. TOP OF SLOPE STARTING AT TOP OF SLOPE, INSTALL BLANKET IN SAME DIRECTION OF WATER FLOW, TYP. "IA-1-1 w -11- BLANKET q., MANUFACTURER'S INSTALLATION NOTES: 1. PREPARE SOIL BEFORE INSTALLING MATTING INCLUDING APPLICATION OF HYDROSEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 9" DEEP BY 6" WIDE TRENCH. ANCHOR THE MATTING WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12" PORTION OF MATTING BACK OVER THE SEED AND COMPACTED SOIL. SECURE THE MATTING OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 121, APART ACROSS THE WIDTH OF THE MATTING. 3. ROLL THE MATTING DOWN THE SLOPE, THE MATTING WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN GUIDE. 4. THE EDGES OF PARALLEL MATTING SHEETS MUST BE STAPLED WITH APPROXIMATELY 3" - 4" OVERLAP DEPENDING ON THE MATTING TYPE, 5. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 2"-3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE MATTING WIDTH. SLOPE STABILIZATION NOTE: 1. LENGTH OF WEIR SHALL BE 10' UNLESS OTHERWISE NOTED. 2. SEE GRADING & DRAINAGE PLAN FOR ELEVATIONS. DRY SET STONE WEIR SCALE:NTS SCALE: NTS TEST PITS OBSERVED BY LA GROUP ON 5/22/2018 TP-4 P4 10 (INCHES/HOUR) TP-1 NEAR (2) LARGE POPLARS P5 10 (INCHES/HOUR) NEAR BEACH ON WEST SIDE OF RESTAURANT. 0-36" VARIOUS FILL MATERIALS AND TREE ROOTS P6 10 (INCHES/HOUR) 0-72" FINE LOAMY SAND AND GRAY SILTY SAND 36"-44" BLACK ORGANIC LAYER (ORIGINAL GROUND) FALLING HEAD PERMEABILITY TEST (FH-2) COMPLETED 44"-72" LOAMY GRAY SAND AT A DEPTH OF 12" STAINING AT 45" EVIDENT OF SHGW STRONG SEEPS AT 54" OBSERVED. SHGW AT 48" TRIAL RATE GROUNDWATER ENCOUNTERED AT 50° NO MOTTLING ABOVE ORGANIC LAYER P1 12.5 (INCHES/HOUR) TP-5 P2 10 (INCHES/HOUR) (APPROXIMATE LAKE LEVEL). P3 10 (INCHES/HOUR) NEAR BOAT RAMP P4 10 (INCHES/HOUR) TP-2 0-48" FILL MATERIAL (GRAVEL AND COBBLES) P5 10 (INCHES/HOUR) IN GRAVEL PARKING AREA BEHIND TRAILER #15. 48"-60" BLACK ORGANIC LAYER (ORIGINAL GROUND) P6 10 (INCHES/HOUR) 0-48" VARIOUS FILL MATERIALS 60"-72" SILTY CLAY (GRAY) FALLING HEAD PERMEABILITY TEST (FH-3) COMPLETED 48"-60" BLACK ORGANIC LAYER (ORIGINAL GROUND) AT A DEPTH OF 12" 60"-72" SILTY CLAY (GRAY) NO SEEPS, NO MOTTLING TRIAL RATE SHGW AT 24" FALLING HEAD PERMEABILITY TEST (TP-5): P1 >120 (INCHES/HOUR) SEEPS AT 36" TRIAL RATE P2 >120 (INCHES/HOUR) P1 120 (INCHES/HOUR) P3 >120 (INCHES/HOUR) STRONG SEEPS AT 60" JUST BELOW ORGANIC P2 75 (INCHES/HOUR) P4 >120 (INCHES/HOUR) LAYER. P3 30 (INCHES/HOUR) P4 30 (INCHES/HOUR) P5 15 (INCHES/HOUR) P6 15 (INCHES/HOUR) TP-3 P7 15 (INCHES/HOUR) EAST OF TRAILER #16 P8 15 (INCHES/HOUR) 0-36" VARIOUS FILL MATERIAL 36"-42" BLACK ORGANIC LAYER (ORIGINAL GROUND) FALLING HEAD PERMEABILITY TEST (FH-1) COMPLETED 42"-60" LOAMY SAND AT A DEPTH OF 12" SHGW AT 48" TRIAL RATE P1 20 (INCHES/HOUR) NO MOTTLING ABOVE ORGANIC LAYER P2 15 (INCHES/HOUR) P3 10 (INCHES/HOUR) TEST PIT INFORMATION Planning Board # 18.037 Apgroval '' 2018 Approved under authority of a resolutio opted by the Planning Board of Ci ar toga Springs. Chairperson �1) C .a 0 201 Date Signed SCALE: NTS t*(41=) 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 2014 Prepared for- 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Title: Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 Project No.: 201576 Design_ BTS Drawn: HSM Ch'k'd: DBH Date: 6/7/2018 Scale: NTS Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 10/26/2018 3 PLAN REVISIONS 12/18/2018 Drawing Title Stormwater Details Drawing No, L-11 MONOLITHIC STONE WALL SECTION; 68"-72"(L) X 24"(D) X 18"-22"(H). SAWN SMOOTH FINISH TOP SURFACE NATURAL CLEFT SIDES AND BOTTOM, -- - --- --- ---- M - AX -- P - ROJECTION 3", NO DRILL MARKS ±1*-6" HEIGHT AT MIDPOINT OF WALL, +24" TOP OF WALL TO PITCH 2% MAX IN SAME DIRECTION AS ADJACENT FINISHED SURFACES. 2" DRYPACK SAND SETTING BED COMPACTED GRANULAR BACK FILL SUBGRADE COMPACTED TO 95% STANDARD PROCTOR GEOTEXTILE FABRIC; SEE SPECIFICATIONS NOTES: 1. FINAL WALL MUST BE DESIGNED AND STAMPED BY A STRUCTURAL ENGINEER LICENSED IN NEW YORK. MONOLITHIC STONE RETAINING WALL 47 CL C) F.G. CONC. HAND RAIL SIDEWALK 12" TYP. 4 0 CHEEK WALL WASH TREAD TO F.G. CONC. SIDEWALK--,,,,.. P DRAIN@ 1/4"/FT., TYP. A J 4 J� 4 CONC. STAIR . . . . . . .mod 4 FOOTING, TYP. 4 -1 11"I"n R- CX11, THICKENED N --------- - _J . . ---------- IN----------- ......... . EDGE, TYP. A ":N C", F1 =:1] 1��,_,_! 1 1 ............ ........... iz . 1 d.......... --------- -- A .......... ............ q ------------ 111 ----------- .4 7 77F7 Lm z A VA -.7 CONCRETE STAIR FRAME AND COVER 1`4 PROPOSED TEE WITH THREADED CLEANOUT PLUG PROPOSED 6" PVC SEWERLINE CORE AND INSTALL FLEXIBLE PIPE CONNECTOR 2" x 1/2" TYPE 304 STAINLESS STEEL STRAP HOOP SPACED @ 12" O/C MAX. ANCHORED TO WALL (MIN, 2 STRAPS REQ'D.) PROVIDE PVC SCHEDULE 80 PIPE ATTACHED TO MANHOLE WITH S.S. STRAPS 450 ELBOW TO DIRECT FLOW TOWARD OUTLET PIPE 12" MAX. FIN, GRADE SANITARY MANHOLE INTERNAL DROP FLOW OUT EXISTING SANITARY MANHOLE SCALE NTS SCALE.NTS SCALE NTS 10 CONCRETE SIDEWALK EXISTING GUARDRAIL 101 C) ROADWAY/DRIVE "Al ----------- - 3ggHi I H J, <2 k", C at 1& 4 . .......... ............ ------------ ... ------------ ------ _-1-- ------------ -- --- --- - ------- ......... ...... ........ ............ - - -------- ---- ------- - ----- - ---------- -------- . ......... -- _!.......... .... ---------- - --------- -- i - --------- .......... -------- -- CONCRETE - -------- - ---------- ---- ------- CURB ---------- - --- - j - ------ -------- --- --------- ------------i:-- - - - ------- . .. ....... . CONCRETE ENTRANCE SIDEWALK Planning Board # 18.037 Al2proval 0 ZU18 Approved under authority of, 9 resolut, adopted by the Planning Board o Cearptoga S 'ngs. Chairperson DEC 2 0 2018 Date Signed GALVANIZED STEEL WEATHERHEAD BY UTILITY CO. 1" DIA, GALVANIZED STEEL HEAVY WALL CONDUIT I" GALVANIZED STEEL 2 HOLE PIPE STRAPS (INSTALLED AT 4'.-0" SPACING) SIGNAL SUPPORT POLE FQR ELU rRICAL (120V) SERVICE OPTIONS: WATERTIGHT DISCONNECT BOX (NEMA 4X OR APPROVED EQUAL). ATTACHMENT TO POLE MAY BE BY BOLTING OR BANDING (kO.B.EJ (SEE NOTE 9 ON SHEET 3) EXISTING RETAINING WALL SCALE:NTS 6" MIN., 12" MAX, TO WEATHERHEAD SERVICE BRACKET FOR ELECTRICAL (122) SERVICE _QEI1QN_S` METER PAN {IF SPECIFIED ON PLANS OR CALLED FOR BY UTLITY COMPANY). INSTALLATION HEIGHT 5' OR AS PER REQUIREMENTS OF UTILITYS COMPANY. PIPE STRAPS TO BE 6" ABOVE AND BELOW METER. {SEE NOTE 9 ON SHEET 3) POLE -MOUNTED RADIO F NETWORK CONTROLLER AND CABINET WITH WORK INSULATED CHASE NIPPLE j, PAD (SEE NOTE 8 ON INTO POLE SHEET3) L.B. CONOULET OVERHEAD ELECTRICAL SERVICE DETAIL (POLE MOUNTED CABINET) (NOT TO SCALE) FOR ELECTRICAL (12OV) SERVICE OPTIQNS,, METER PAN (IF SPECIFIED ON PLANS OR CALLED FOR BY UTLITY COMPANY). INSTALLATION HEIGHT 5' OR SIGNAL SUPPORT POLE AS PER REQUIREMENTS OF UTILITYS COMPANY. PIPE STRAPS TO BE 6" ABOVE AND BELOW METER. (SEE NOTE 9 ON SHEET 3) FOR ELECTRICAL AM) SERVICE OPTIONS: WATERTIGHT DISCONNECT BOX (NEMA 4X OR APPROVED EQUAL). ATTACHMENT TO POLE WAY BE BY BOLTING OR BANDING (A.O.B.EJ (SEE NOTE 9 ON SHEET 3) POLE -MOUNTED RADIO NETWORK CONTROLLER AND CABINET WITH WORK INSULATED CHASE NIPPLE PAD (SEE NOTE 8 ON SHEET 3) INTO POLE 1 I GALVANIZED STEEL DAAVY. L.B. CONDULET 4WALL CONDUIT Li V GALVANIZED STEEL--- 2 ARE PIPE STRAPS (INSTALLED AT 4'-0" SPACING) V L.B. CONDULET SEE NOTES ON SHEET 3 OF 3 SHEET 2 OF 3 POLE BASE ALL DIMENSIONS ARE IN fit UNLESS OTHERWISE NOTED UNDERGROUND ELECTRIC SERVICE NEW ORK I Department of YA UNDERGROUND ELECTRICAL T STATE OPPO97UNITY SERVICE DETAIL Transportation (POLE MOUNTED CABINET) NOT TO SCALE) ITFU ARn R22r,yy1 o- RrrTANrI 11 AR RAPID F1 AqHTNr PAGE 10 RAPID FLASHING BEACON DETAIL a4 co > L=U 2 OR 4 AMBER LED SIGNAL INDICATIONS TOP VIEW POLE CAP SOLAR PANEL SEPARATE EXTERIOR ENERGY SOURCE WEATHERHEAD 9VERHEAD L LECTRIC SERVICE SEE OVERHEAD ELECTRICAL -, (12OV) SERVICE & SOLAR PANE DETAIL OPTIONS ON THIS SHEET QVEEHLAD LLLCTEICAL U 2OD SERVICE DETAIL OPTION SOLAR PANEL (SEE DETAIL ON SHEET 2 IJETAIL oPTT6—N AND NOTE 9 ON SHEET 31 I ED --SIGN (SEE NOTES 4 & 5 ON WIG-7P SUPPLEMENTAL SIGN (SEE SHEET 3) NOTES 4 ON SHEET 3) Xi FOR ELECTRICAL (12OV) RICE OPTION iD METER PAN {SEE DETAIL SHEET NOTE 9 ON SHEET 3) X FOR ELECTRICAL Q 20V) SERVICE OPTIONS-, WATERTIGHT DISCONNECT BOX (SEE DETAIL I ------------------------------ ON SHEET 2 AND NOTE 9 ON SHEET 3) ADA APPROVED PEDESTRIAN% -POLE-MOUNTED PUSHBUTTON WITH RADIO NETWORK p; f 9"X12" RIO-25 R OR L 4 CONTROLLER i PEDESTRIAN PUSH BUTTON SIGN. p WITH WORK PAD (SEE NOTE 8 ON: - - ---- SHEET 3) - - - - - - - - - - - PUSH GALVANIZED STEEL SIGNAL POLE BUTTON TO (SEE NOTE it ON SHEET 3) Z. A TURN ON :x WARNING '"T, GROUND TERMINAL BREAKAWAY TRANSFORMER BASE (SEE NOTE II ON '11) SHEET GROUNDWIRE (SEE NOTE 10 ON SHEET 3) NUMBER AND SIZE OF CONDUIT AS SPECIFIED ON THE PLANS N, CONCRETE FOUNDATION (SEE NOTE It ON SHEET 3) 2'-6 FVIE SEE NOTES ON SHEET 3 OF 3 OONI SHEET I OF 3 PAGE 9 NOTES. NOTIFY DIG SAFELY - NEW YORK AT (800) 962-7962 PRIOR TO ANY EXCAVATION. 2. WIDTH OF SOLAR PANEL AND LED SIGNAL INDICATION ASSEMBLY SHALL NOT EXCEED THE WIDTH OF SIGN PANEL. 3. WHEN MULTIPLE UNITS ARE USED AT A LOCATION CONTRACTOR SHALL USE DIFFERENT RADIO FREQUENCIES TO AVOID COMMUNICATION ISSUES. A. SEE CONTRACT DOCUMENTS FOR THE TYPES(S) AND LOCATION(S) OF PROPOSED RRFB ASSEMBLIES . IN THE ITEM NUMBER.- X INDICATES IF IT IS A FORWARD FACING ASSEMBLY ONLY OR FORWARD AND REARWARD FACING (BACK-TO-BACK) ASSEMBLY WHERE: Xz2 A FORWARD FACING ASSEMBLY CONSISTING OF 2 AMBER LED BEACON INDICATIONS WITH I-WII-2 OR 51-1 OR WII-15 CROSSING SIGN AND I-WI6-7P SUPPLEMENTAL SIGN. Xz4 FOR A FORWARD AND REARWARD FACING (BACK-TO-BACK) ASSEMBLY CONSISTING OF 4 AMBER LED BEACON SIGNAL INDICATIONS (TWO FORWARD FACING AND TWO REARWARD FACING) WITH 2-WII-2 OR SI-1 OR W11-15 CROSSING SIGNS AND 2-WI6-7P SUPPLEMENTAL SIGNS (ONE SET OF EACH FACING FORWARD AND REARWARD), Y IS METHOD OF PROVIDING ELECTRICAL SERVICE WHERE: YzI FOR OVERHEAD ELECTRICAL SERVICE Yz2 FOR UNDERGROUND ELECTRICAL SERVICE. Y=3 FOR SOLAR POWER SEE DETAILS ON SHEET FOR ADDITIONAL REQUIREMENTS. 5. CROSSING SIGNS AND SUPPLEMENTAL PLAQUES SHALL UTILIZE FLUORESCENT YELLOW -GREEN TYPE IX SHEETING, SIGN AND PLAQUE SIZES SHALL CONFORM TO HE MUTCD. ALL SIGNS AND PLAQUES SHALL CONFORM TO THE MATERIAL REQUIREMENTS IN SECTION 645 OF THE STANDARD SPECIFICATIONS. 6, WHEN USED IN PAIRS/SET (SUCH AS ON BOTH TERMINUS POINT OF A CROSSWALK) ACTIVATION OF ONE SHALL ACTIVATE THE OTHER(S) IN THE SET/SYSTEM. 7, POLE PENETRATING MOUNTING DEVICES (RELATING TO LIGHTS, SIGNS, CABINETS, CONDUITS, CLAMPS, BUTTONS, ETC.) SHALL NOT SIGNIFICANTLY DEGRADE THE INTEGRITY OF THE SIGNAL POLE, 6. THE POLE -MOUNTED RADIO NETWORK CONTROLLER CABINET SHALL NOT INTRUDE INTO THE SIDEWALK AREA OR OBSTRUCT THE PEDESTRIAN PUSHBUTTON, THE CABINET SHALL BE MOUNTED ON THE SIDE OF THE POLE AWAY FROM APPROACHING TRAFFIC AT A HEIGHT BETWEEN 3.5-4.5 FROM THE BOTTOM OF THE CABINET TO T I HE FINISHED GROUND SURFACE. IN UNPAVED AREAS A CONCRETE WORK PAD SHALL BE CONSTRUCTED IN FRONT OF THE CABINET DOOR (ROBE) NOT TO EXCEED 5'X5,X4" DEEP AND SHALL ABUT AND BE FLUSH WITH THE POLE FOUNDATION. THE CABINET SHALL BE OF SUFFICIENT SIZE TO HOUSE ALL REQUIRED EQUIPMENT. 9. ELECTRICAL SERVICE MAY ALSO BE PROVIDED UNDERGROUND AND ENTER THROUGH THE BASE AS SPECIFIED ON THE PLANS. WHERE ELECTRICAL SERVICE IS PROVIDED OVERHEAD, THE POLE HEIGHT SHALL BE AS NECESSARY TO ACHIEVE MINIMUM SERVICE CABLE CLEARANCES AND/OR AVOID CONFLICTS. SEE DETAILS ON SHEET I & 2 FOR ADDITIONAL REQUIRMENTS. 10. SEE NOTES 3.6 & 3.7 ON STANDARD SHEET 680-04 FOR ADDITIONAL GROUNDING REQUIREMENTS. 11. THIS ASSEMBLY SHALL INCLUDE A GALVANIZED STEEL POLE WITH AN APPROVED BREAKAWAY TRANSFORMER BASE AND CONCRETE FOUNDATION MEETING ALL THE MATERIAL REQUIREMENTS OF STANDARD SPECIFICATION SECTION 680-2 AND BE SUITABLE TO HANDLE THE STATIC & DYNAMIC LOADING OF THE ASSEMBLY AS PER MANUFACTURER REQUIREMENTS. FOR FOUNDATION REINFORCEMENT, SEE STANDARD SHEET FOR TRAFFIC SIGNAL POLE FOUNDATIONS, CODE J-2. PAGE 11 SHEET 3 OF 3 L The LA GROUF 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. 0 the LA Group 2014 Prepared for- 550 Union LLC 550 Union Avenue Saratoga Springs, NY 12866 Project Title. Lake Local Site Plan Application 550 Union Avenue Saratoga Springs, NY 12866 4—, of- NE 0- W Project No.: 201576 Design: MCB Drawn: HSIVI Ch'k'd: MCB Date: 6/7/2018 Scale: NTS Rev: Description: Date: 1 PLAN REVISIONS 8/17/2018 2 PLAN REVISIONS 10/26/2018 3 PLAN REVISIONS 12/18/2018 Drawing Title Site Details Drawing No. L-12 Bit 9 SCALE. NTS