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HomeMy WebLinkAbout20180974 15.040.2 EP Phase 2_Site PlansEXCELSIOR PARK -PHASE 2A Site Plan Modification Excelsior Avenue, Saratoga Springs, NY 12866 SITE LOCATION MAP SCALE: N.T.S. VICINITY MAP SCALE: N.T.S. CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE EVALUATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR TO A 4. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE IS REQUIRED. 5. THE COST OF CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER THE COST OF INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY CONSTRUCTION. 6. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OF RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. 9. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. GENERAL NOTES SITE STATISTICS PROPOSED USES TAX MAP PARCEL #166.-1-23 BUILDING SETBACKS BUILD TO LINE FRONTAGE BUILD -OUT SIDE SETBACK REAR SETBACK BUILDING HEIGHT PARKING REQUIREMENTS 22 RESIDENTIAL UNITS (1.5 SPACES/ UNIT) CONDOMINIUMS PARCEL SIZE 6.238 ACRES REQUIRED 0' - 12' 70% 0' 0' 50' 33 SPACES REQUIRED 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "A PORTION OF EXCELSIOR PARK", DATED APRIL 28, 2015, AS PREPARED 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 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. 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 THE LANDSCAPE ARCHITECT. 5. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL 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 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 PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 8. VARIOUS PERMITS ARE REQUIRED FOR THIS WORK. 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. 14. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 15. 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 BEFORE COMMENCING CONSTRUCTION. 16. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION (PROPER SHORING, ETC.). 17. 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. EXISTING ZONING T-5 PROVIDED 61 TOTAL 26 INDIVIDUAL GARAGE 20 DRIVEWAY (UNITS) 15 VISITOR cc: Revised: October 24, 2018 SHEET INDEX: COVER SHEET L-2.0 LAYOUT PLAN L-3.0 GRADING & DRAINAGE PLAN L-5.0 LANDSCAPE & LIGHTING PLAN CITY OF SARATOGA SPRINGS PLANNING BOARD 0 City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: S I8-587-3550 fax: 518-580-9480 www.saratoga-springs.org NOTICE OF DECISION In the matter of the site plan application #15.040 of Excelsior Park Phase 2A Excelsior Avenue Saratoga Springs, NY 12866 MARK TORPEY, Chair ROBERT BRISTOL, Vico-Chair CLIFFORD VAN WAGNER TOM L LEWIS DAN GABA HOWARD PINSLEY JANET CASEY NC`s geoviffsce-'` Involving the premises at Excelsior Avenue, tax parcel ID#166: 1-5.12 in the City of Saratoga Springs in a Transect -5 Neighborhood Center (T-5) District for site plan review for 22 residential units with the Planning Board who met on November 12, 2015 and made the following decisions with a 7-0 vote (In favor: Torpey, Bristol, Van Wagner, Lewis, Gaba, Pinsley, Casey): • Affirmed proposed action did not substantially deviate from prior SEQRA GEIS findings and actions that would require additional environmental review; • Moved to approve the final site plan per the requirements set forth in the City of Saratoga Springs Zoning Ordinance Article 7.2 - Site Plan Review with the following conditions: 1. The applicant shall provide a stone dust path connection for non -motorized activity from the Gibson Court to Whistler Court. 2. The 22 total residential units will extinguish the residential uses permitted within Phase 2 of the Excelsior Park special use permit(PB#04.076). All future proposed residential uses will require an additional special use permit to be reviewed by the Planning Board. 3. Additional connectivity and street connections within the Excelsior Park site shall be considered with any future proposed development. The applicant is required to: • Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the City per Article 7.2.15 of the City of Saratoga Springs Zoning Ordinance. This must occur prior to final signature by the Planning Board Chair. • Provide recreation fees of $1,500 for each new residential unit per Article 7.2.18 of the City's Zoning Ordinance. • Submit one (1) mylar and two (2) paper copies of the final approved site plan for signature by the Planning Board Chair within eighteen (18) months of approval as Per Article 7.2.12 of the Zoning Ordinance. This approval shall expire if not enacted within eighteen (18) months of the signature of final plans if the applicant has not started actual construction as per Article 7.2.14 zoning ordinance. November 12. 2015 Datc Chair Tim Wales; Steve Shaw; Public Safety; Accounts Dept.; John Witt, Applicant; Dave Carr, LA Group; File Planning Board #15.040 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed Applicant/Owner: Excelsior Park, LLC 563 North Broadway, Saratoga Springs, N.Y. 12866 Prepared By: 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 LAYOUT NOTES 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. 2. ALL LINE AND GRADE PER DRAWINGS AND SPECIFICATIONS SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. ALL STACKED LAYOUTS OF PAVEMENTS AND SITE IMPROVEMENTS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 3. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE ON AND WITHIN LIMITS OF WORK AS SHOWN ON THE PLANS AND AS APPROVED BY THE OWNER'S REPRESENTATIVE. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES IN THE SITE SURVEY TO THE OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK. 5. AT ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS CONCRETE ROADWAY OR CONCRETE SIDEWALK ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. 6. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND CITY ENGINEER PRIOR TO CONSTRUCTION. 7. ALL EXISTING UTILITIES SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL AND HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. GENERAL NOTES 1. AT PROJECT COMPLETION PROVIDE A LICENSED LAND SURVEYOR AS–BUILT HARDCOPY DRAWING OF ALL ADDED FEATURES ABOVE AND BELOW GRADE WITHIN 60 DAYS OF PROJECT COMPLETION. PROVIDE ACAD DIGITAL FILE OF AS–BUILT FEATURES IN STATE PLANE COORDINATE SYSTEM. 2. IF CONSTRUCTION CONTRACTOR DISCOVERS UNDERGROUND GROUNDING COUNTERPOISE IN THE NATIONAL GRID RIGHT–OF–WAY, THE CONTRACTOR SHALL CONTACT NATIONAL GRID'S TRANSMISSION LINE SERVICES TO COORDINATE REPAIR LEGEND —0- 0--❑ ASPHALT PAVING POROUS PAVING CURB CONCRETE SIDEWALK VEGETATIVE BUFFER PROPERTY LINE POWER LINE EASEMENT ACCESSIBLE PARKING TRAFFIC PATTERN ARROW SIGNAGE LIGHT FIXTURE to 0 IM n Ir z -4 1 0 r n I -53 n Z I � 3' TRANSITION C RB, YP. APPROXIMATE LOCATION OF 5' WIDE STONE DUST PEDESTRIAN PAT DROP CURB AT RESIDENTIAL DRIVEWAY, TYP. RETAINING WALL, TYP. GUIDE GUARD RAIL, TYP. SPLIT RAIL FENCE, TYP. 62 22.0' 64 65 4 WHISTLER I� COURT PROPOSED BUILDING 0. 4 UNITS 6 WHISTLER 8 WHISTLER COURT COURT 92.0 • 19 0 4 0 ' 4 BENCH 10 WHISTLER COURT BIKE RACK AAA 31.0' / / WETLAND LIMIT RETAINING TYP. 6" CONCRETE CURB, TYP. 5' CONCRETE SIDEWALK, TYP. EXISTING STOP SIGN TO REMAIN, TYP. ASPHALT PAVEMENT, TYP. MONOLITHIC CONCRETE CURB & 5' WALK, TYP. RETAINING WALL, TYP. i PROPOSED 2l BUILDING 1 UNIT 2 WHISTLER COURT / 7 / 7 / 7 / / / ACOE WETLAND WHISTLER COURT SPLIT RAIL \ FENCE, TYP. N 12 WHISTLER 16 WHISTLER COURT 14 WHISTLER COURT COURT PROPOSED BUILDING 8 UNITS 80.0' 18 WHISTLER COURT 0 GUIDE GUARD RAIL, TYP. PROPOSED BUILDING 1 UNIT co 13 GIBSON N COURT f.T�f.TJw APPROVED APARTMENT BUILDING BY OTHERS 35 UNIT NIAGARA MOHAWK PERMANENT POWER LINE EASEMENT \\5C BUILDING SETBACK LINE TO POWER LINE EASEMENT i \-- I / / PEDESTRIAN PATH I SPLIT RAIL FENCE, TYP. RETAINING WALL, TYP. 'S"s" POROUS PAVEMENT, TYP. 8^ 45 PROPOSED BUILDING 5 UNITS 3 GIBSON COURT 5 GIBSON 7 GIBSON COURT COURT 9 GIBSON COURT N 11 GIBSON COURT 15 GIBSON COURT 17 GIBSON PROPOSED 19 GIBSON COURT BUILDING COURT 3 UNITS LAWN (TYP.) LAWN (TYP.) RECONSTRUCT EXISTING SIDEWALK DISTURBED DURING CONSTRUCTION IIIIIIIIIIIIII r,• 5' CONCRETE WALK, TYP. RESIDENTIAL DRIVEWAY, TYP. APPROXIMATE LOCATION OF NATIONAL GRID ACCESS NE SIDWALK TO EXITING FLUSH CURB, TYP. 3' TRANSITION CURB, TYP. EXISTING NIAGARA MOHAWK STEEL TOWER TO REMAIN & BE PROTECTED DURING CONSTRUCTION ASPHALT PAVEMENT, TYP. DETECTABLE WARNING STRIP, TYP. ACCESS MPTCH EXIS NG PA MINT LUS 6" CONCRETE CURB, TYP. 'STOP' SIGN, TYP. NOTE: IF CONSTRUCTION CONTRACTOR DISCOVERS UNDERGROUND GROUNDING COUNTERPOISE IN THIS RIGHT–OF–WAY, CONTRACTOR IS TO CALL NATIONAL GRID'S TRANSMISSION LINE SERVICE TO COORDINATE REPAIR. 0 PROPERTY LINE 0 • • O EXCELSIOR AVENUE EXCELSIOR AVENUE 30 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet 1 1 Planning Board #15.040 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed 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 Excelsior Park, LLC 563 North Broadway, Saratoga Springs, N.Y. 12866 Project Title: Excelsior Park, Phase 2A Excelsior Avenue, Saratoga Springs, NY 12866 Project No.: 201540 Design: DRC Drawn: KMK Ch'k'd: DRC Date: 09/09/2015 Scale: 1"=30' Rev: Description: Date: 1 CHAZEN COMMENTS 07/27/2011 2 CHAZEN COMMENTS 08/31/2011 3 CITY COMMENTS 11/17/2011 4 CITY COMMENTS 01/25/201- 5 CITY COMMENTS 03/28/201- 6 CLIENT COMMENTS 08/15/201- 7 BUILDING SHIFT 04/13/2011 8 BUILDING SHIFT 10/24/2018 Drawing Title Layout Plan Drawing No. L-2.0 GRADING NOTES 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 04/28/15 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. 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. 4. WALKS SHALL NOT EXCEED 1 IN 20 SLOPE LONGITUDINALLY. 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. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. 5. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 6. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING WITH NEW. 7. 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. 8. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO GRADE REQUIRED IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN AN APPROVED MANNER. 9. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 10. 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. 11. 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. 12. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MANHOLES, 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. 13. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 14. 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. 15. 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. 16. UNDERGROUND DETENTION/INFILTRATION SYSTEMS AND CONNECTING PIPING ARE TO BE INSTALLED TO HANDLE AASHTO H-20 LOAD REQUIREMENTS. TEST PIT LOCATIONS TEST PITS WITNESSED BY ROB FRASER FROM THE LA GROUP ON AUGUST 8, 2014. TEST PIT 1 0"- 6" 10 YR 4/4 FINE SANDY LOAM, MANY FINE ROOTS 6"- 16" 10 YR 4/3 FINE SANDY LOAM, 16" - 24" 2.5 Y 2.5/1 VERY FINE LOAMY SAND, WEAK BLOCKY STRUCTURE 24" - 54" 2.5 Y 2.5/1 FINE SANDY LOAM, DECOMPOSED ORGANIC MATERIAL, MANY MEDIUM ROOTS THAT ARE DECOMPOSING 54" - 144" 2.5 Y 4/4 FINE SANDY LOAM, PROMINENT MOTTLES, STRONG SEEPS AT 120" UDORTHENTS / FILL MATERIAL 0 - 24" SEASONAL HIGH WATER TABLE: 54" GROUND WATER: 120" CONSISTENT WITH WAREHAM SOIL SERIES, HYDROLOGIC GROUP C FALLING HEAD PERMEABILITY TEST AT 24" 2.6 IN/HR FALLING HEAD PERMEABILITY TEST AT 72" 2.9 IN/HR TEST PIT 2 0"- 4" 10 YR 3/2 FINE SANDY LOAM, MANY FINE ROOTS 4"- 13" 10 YR 4/4 FINE SANDY LOAM, 13" - 56" 10 YR 4/1 FINE SANDY LOAM, WEAK BLOCKY STRUCTURE 56" - 134" 10 YR 4/1 FINE SANDY LOAM WITH PROMINENT MOTTLES, STRONG SEEPS AT 120" SEASONAL HIGH WATER TABLE: 56" GROUND WATER: 120" CONSISTENT WITH WAREHAM SOIL SERIES, HYDROLOGIC GROUP C FALLING HEAD PERMEABILITY TEST AT 56" 3.2 IN/HR TEST PIT 3 0"- 24" 10 YR 4/4 FINE SANDY LOAM, MANY FINE ROOTS 24" - 26" 10 YR 3/2 DECOMPOSED ORGANIC MATERIAL 26" - 32" 2.5 Y 5/4 FINE SANDY LOAM 32" - 84" 10 YR 4/4 FINE SANDY LOAM 84" - 94" 2.5 Y 4/1 FINE SANDY LOAM WITH MANY PROMINENT MOTTLES, MANY MEDIUM DECOMPOSING ROOTS 94" - 120" 2.5 Y 2.5/1 MUCKY LOAMY FINE SAND UDORTHENTS / FILL MATERIAL 0 - 32" SEASONAL HIGH WATER TABLE: 84" GROUND WATER: 94" CONSISTENT WITH WAREHAM SOIL SERIES, HYDROLOGIC GROUP C FALLING HEAD PERMEABILITY TEST AT 32" 120 IN/HR TEST PIT 4 0"- 14" 10 YR 4/4 FINE SANDY LOAM, FINE TO MEDIUM ROOTS 14"- 60" 10 YR 4/3 FINE SANDY LOAM WITH DECOMPOSED ORGANIC INCLUSIONS 60" - 80" 2.5 Y 2.5/1 MUCKY LOAMY FINE SAND 80" - 120" 2.5 Y 4/1 VERY FINE SANDY LOAM WITH MANY PROMINENT MOTTLES SEASONAL HIGH WATER TABLE: 60" GROUND WATER: > 120" CONSISTENT WITH WAREHAM SOIL SERIES, HYDROLOGIC GROUP C FALLING HEAD PERMEABILITY TEST AT 32" 120 IN/HR TEST PIT 5 0"- 4" 10 YR 3/2 FINE SANDY LOAM, FINE ROOTS 4"- 12" 10YR 3/4 FINE SANDY LOAM, MANY FINE AND MEDIUM ROOTS 12" - 36" 10 YR 5/8 VERY FINE SANDY LOAM, LOOSE SINGLE GRAIN SAND 36" - 84" 10 YR 4/3 FINE SANDY LOAM, WEAK BLOCKY STRUCTURE 84" - 132" 10 YR 4/2 SATURATED FINE SANDY LOAM WITH PROMINENT MOTTLES, SEEPS AT 120" SEASONAL HIGH WATER TABLE: 84" GROUND WATER: 120" CONSISTENT WITH WINDSOR SOIL SERIES, HYDROLOGIC GROUP A FALLING HEAD PERMEABILITY TEST AT 42" 27 IN/HR TEST PIT 6 WITNESSED BY DENTE ENGINEERING ON MAY 29,2015 TEST PIT 6 0"- 6" TOPSOIL AND ROOTS 6"- 66" DARK BROWN/BROWN F -M SAND AND TOPSOIL, WITH ROOTS 66"' - 84" BROWN/ORANGE/TAN F -M SAND, TRACE SILT 84" - 120" LIGHT GRAY F -M SAND WITH BROWN MOTTLING 120"-126" GRAY F -M SAND, TRACE SILT SEASONAL HIGH WATER TABLE: 84" FALLING HEAD PERMEABILITY TEST: 12 IN/HR 294.60 N DIVERSION A i 302 -7 298 0 29 S OUTLET CONTROL STRUCTURE (OCS-3) RIM: 292.20' INV IN: 286.83' INV OUT:286.83' LIMITS OF DISTURBANCE APPROX: 2.2 ACRES UNDERGROUND INFILTRATION CHAMBERS #2 296 SA 294 DIVERSION STRUCTURE #1 (DS -1) RIM: 292.95' INV IN:287.33' INV OUT (W):286.83' INV OUT (N):288.08' CB -6 RIM: 293.00' INV IN(E):288.74' INV IN(S):289.00' INV OUT (DS -1):286.83' Tp_J IV OUT (CHAMBERS): 286. -29 CB -7 RIM: 289.50' INV IN:286.20' INV OUT (S):285.00' INV OUT (W):285.00' STRUC RE 2 -(DS -2) RIM: 289.80' INV IN:285.00' INV 0 T (W):286.25' INV OUT (5): 285.00' INV IN:286.25' U DERGROUND FILTRATION C AMBERS #1 OUTLET CONTROL STRUCTURE (OCS-1) RIM: 290.00' INV IN(E):287.00' INV IN(S):285.00' INV OUT:282.00' 55 LF 12" HDPE ® 7.3% STONE OUTLET APRON INV OUT:278.00' EXISTING 24" CULERT INV IN:271.55' INV OUT: 271.20' \\ TP -4O TC 294.70 BC 294.20 5 HDPE ONE OUTLET INV. • - LF 12" ® 2.0% APRON w 128 LF 12" HDPE ' 0.5% 1.5% C 294.50 07594.00 W: 291.0 BW: 286. CB -5 RIM: 292.68' INV OUT:289.38' FFE= 91.5 LF 6" PE 0 2.0% TP -5 TW: D. BW: 283. / TWz ?90.6 / /TW: 286 / BW: 282.0 /TW: 286.0 / BW: 28.b GFE= GFE= 288.75 288.75 GFE= GFE= 288.75 288.75 FFE = 294.7 286.5 �8) �Q cnNi 28 POROUS PAVEMENT O TP -2 1.0% IT OF / DISTURBANCE ' STONE -OUTLET APRT' ' 8 TEST PITS WITNESSED BY ROB FRASER AND DOUG HELLER FROM THE LA GROUP ON NOVEMBER 20, 2015. TEST PIT 1A 0"- 8" TOPSOIL 8"- 34" 10 YR 5/3 SAND, LOOSE, ROOTS TILL 34" 34" - 70" 10 YR 4/2 SAND, LOOSE 70" - 90" 10 YR 5/1 SAND, LOOSE, MOIST, MOTTLING AT 70" SEASONAL HIGH WATER TABLE: 70" GROUNDWATER: >90" FALLING HEAD PERMEABILITY TEST AT 30" TIME DEPTH 0 5 7 9 11 8-3/4" 10-5/8" 10-7/8" 11-1/8" 11-3/8" TEST PIT 2A 0"- 7" TOPSOIL 7"- 36" 10 YR 5/6 SILTY SAND, LOOSE, ROOTS 36" - 72" 10 YR 4/2 SAND, FIRM, MOTTLING AT 48" SEASONAL HIGH WATER TABLE: 48" GROUNDWATER: >72" FALLING HEAD PERMEABILITY TEST AT 30" 00:02:05, 00:03:20, 00:03:22, 00:04:06, 00:04:38, 00:05:08, 00:04:59 00:04:33, 00:05:06, J TEST PIT 3A 0"- 6" 10 YR 3/2 FINE SANDY LOAM, MANY FINE AND MEDIUM ROOTS 6"- 36" 10 YR 4/6 FINE SANDY LOAM, MANY FINE AND MEDIUM ROOTS 36" - 96" 10 YR 4/2 VERY FINE SANDY LOAM, WEAK BLOCKY STRUCTURE, 10 YR 5/6 MOTTLES SEASONAL HIGH WATER TABLE: 48" GROUNDWATER: > 72" FALLING HEAD PERMEABILITY TEST AT 20 INCHES 00:01:18, 00:01:28, 00:01:13, 00:01:26, 00:01:48, 00:01:38, 00:01:41, 00:01:17 394.83 320 ST LEGEND O ST - UD UD UD PROPOSED SPOT ELEVATION PROPOSED CONTOUR LINE EXISTING CONTOUR LINE EXISTING STORM SEWER LINE EXISTING STORM CATCH BASIN EXISTING STORM MANHOLE TEST PIT STORM DRAIN UNDER DRAIN LINE STORM SEWER CATCH BASIN STORM SEWER MANHOLE LIMITS OF DISTURBANCE PROPERTY LINE / OUTLET CONTROL ST C TURE / 8CT LF / PECK /I (OCS-2) RIM: 287.0' INV IN(E):274.75' INV IN(S):274.43' INV IN(UD):274.65' INV OUT: 274.30' 32 LF - HDPE CO 1.0% 4 LF 12" HDPE ® 0.0% i CB -3 RIM: 286.47' UD - INV IN(E): 281.90' INV IN(N): 282.40' INV OUT:281.80' 58 LF 12" HDPE 1.0% CB -4 71 LF 8" RIM:286.47' HDPE © 1.0% INV IN:;: :2.10' INV -D• _282.10' YD -1 RIM: 84.80' IN IN: 283.00' OUT: 282.80' NDERGROUND SAND FILTER \\ I 285 i 30 LF 12" HDPE CO 1.0% CB -1 RIM: 284.30' INV IN: 280.25' INV OUT: 280.15' i-= 28 90 LF 12" HDPE ® 1.0% UNDERGROUND DETENTION SYSTEM (3) 100' ROWS OF 48" PIPE TOP OF PIPES: 278.75' BOTTOM OF PIPES: 274.75' 87 /28 I- CB -2 RIM: 285.75' INV IN:281.25' INV OUT:281.15' 7/7 j/� 230 288 77 ONS PART PHASE 2 PB#15.033 I I I I I I I o I�/ J I / I / // / I j s A / l/ S s -9= \ -27 _0/ � �7 99 �C ❑ � ELEC.BOX CABLE BOX 00 09 N )3/ j / U SA 0 0 SA SA SA SA SA SA SA SA SA SA rV SA SA ND -01 SA00 SA SA 12'41 WATER w w) w \ w w w SA SA \,A SA SA j SA SA Cv GRAPHIC SCALE 30 0 15 30 60 1 inch = 30 feet SA illYft MIMES SA Planning Board #15.040 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed 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. 0 the LA Group 2014 Prepared for Excelsior Park, LLC 563 North Broadway, Saratoga Springs, N.Y. 12866 Project Title: Excelsior Park, Phase 2A Excelsior Avenue, Saratoga Springs, NY 12866 Project No.: 201540 Design: BCS Drawn: DBH Date: 09/09/2015 Scale: Rev: Description: Date: 1 CHAZEN COMMENTS 07/27/201( 2 CHAZEN COMMENTS 08/31/201( 3 CITY COMMENTS 11/17/2011 4 CITY COMMENTS 01/25/201- 5 CITY COMMENTS 03/28/201- 6 CLIENT COMMENTS 08/15/201- 7 BUILDING SHIFT 10/24/20E Drawing Title GRADING & DRAINAGE PLAN Drawing No. a c J d 3 cc J J 3 cn U a ai 0 W W 211!7 Sao W m N =Nel g^N n a` o� 5,66 m N E z au) LANDSCAPE NOTES I. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 2. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT SCHEDULE. 3. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AS APPROVED BY THE OWNER'S REPRESENTATIVE. 4. ALL NEW PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY UNLESS APPROVED OTHERWISE BY THE OWNER'S REPRESENTATIVE. 5. WHERE PLANT SIZE IS INDICATED AS A RANGE, THE PLANTS PROVIDED SHALL BE A FAIR REPRESENTATION OF THAT RANGE. 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7. THE CONTRACTOR SHALL OBTAIN PLANT APPROVAL FROM THE OWNER'S REPRESENTATIVE AFTER DELIVERY AND PRIOR TO INSTALLATION. 8. LAWN MIX SHALL CONSIST OF THE FOLLOWING RATIOS: % BY WEIGHT SPECIES GERMINATION 30% TALL FESCUE 90% 20% HYBRID KENTUCKY BLUE 87% 50% TURF -TYPE PERENNIAL RYE 90% 9. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE OWNER'S REPRESENTATIVE. 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANTING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF PLANTING. II. NEW PLANT MATERIAL SHALL BARE THE SAME RELATIONSHIP TO FINISH GRADE AS IT DID IN THE NURSERY. 12. ALL PLANT BEDS TO RECEIVE THREE INCHES (3") MIN. OF SHREDDED BARK MULCH ON WEED BARRIER FABRIC. 13. PREPARE ALL PLANTING BEDS TO MIN. OVERALL DEPTHS SHOWN ON PLANTING DETAILS. 14. AMENDED TOPSOIL BACKFILL SHALL CONSIST OF ONE (I) PART MANURE TO EIGHT (8) PARTS TOPSOIL AND BONEMEAL O 20 LBS. TO 4 CY TOPSOIL. 15. ALL DISTURBED AREAS NOT SCHEDULED FOR OTHER WORK SHALL RECEIVE SIX INCHES (6") OF SUITABLE ON-SITE OR IMPORTED PLANTING SOIL PRIOR TO SEEDING OR SODDING. 16. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A MIN. OF ONE (I) YEAR. 17. THE CONTRACTOR SHALL MAINTAIN ALL WORK INCLUDING WATERING, MOWING, AND PROTECTION FROM TRAFFIC UNTIL 18. FINAL ACCEPTANCE OF THE PROJECT. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE THE CONSTRUCTION LIMITS, AND ITEMS WITHIN THE SITE THAT ARE NOT PART OF THE IDENTIFIED WORK OF THIS CONTRACT. 20. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. PLANT SCHEDULE LEGEND DECIDUOUS TREES EXISTING TREES TREE LINE SHRUBS AND PERENNIALS VEGETATIVE BUFFER PROPERTY LINE DECORATIVE STREET LIGHT EXISTING STREET LIGHT KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT COMMENT TREES 11/17/201( 4 CITY COMMENTS QP 4 Quercus Plaustis PIN OAK 2" -2ND" CAL. B&B GT 5 Gleditsia triacanthos var. inermis 'Halka' HALKA HONEYLOCUST 2"-2N2" CAL. B&B CK 2 Cladrastis kentukea AMERICAN YELLOWWOOD 2"-2Nz" CAL. B&B UA 7 Ulmus americana 'Valley Forge' VALLEY FORGE ELM 4" CAL. B&B SHRUBS/PERENIALS AC 6 Astilbe cinensis Purple Candles' ASTILBE #2 CONT. CONT. IV 12 Itea virginicana 'Henry's Garnet' HENRY'S GARNET VIRGINIA SWEETSPIRE 24"-30" HT. CONT. PM 3 Philadelphus 'Mini Snowflake' MINI SNOWFLAKE MOCKORANGE 18-24" HT. CONT./B&B RK 4 Rosa 'Knockout' KNOCKOUT ROSE 18-24" HT. CONT./B&B RP 5 Rhododendron 'PJM' PJM RHODODENDRON 30-36" HT. CONT./B&B SM 6 Syringa meyeri 'Palabin' MEYER LILAC 36"-48" HT. CONT./B&B VR 7 Viburnum x rhytidophylloides 'Allegheny' ALLEGHANY VIBURNUM 30"-36" HT. CONT./B&B HM 16 Hydrangea macrophylla 'Bailmer' ENDLESS SUMMER HYDRANGEA 30"-36" HT. CONT. IG 18 Ilex glabra 'Shamrock' INKBERRY HOLLY 24"-30" HT. CONT. NOTES: NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE AND CITY PLANNING DEPARTMENT. rn o J 298 296 294 rn rn 7 DECORATIVE STREET LIGHT, TYP. rn ANL . itiliftelliMEZEMEIMITEMAMMINY&M 111111PMMIIRWIF 19.��r0, l!i c �I p� i 11i Lilo TOP -SOIL AND SEED, TYP: X298 �297- 296 295 9 \\ X293 4, 29 TiPkiw 293.! 292- 291- [1 I 41 Arr lAte -285- �283- 282 -2 81 1- 280 O E 278- __ 78- 7 29 E i 5 E // / / / 2 _ / cb \\ / �i / \\ / / C / \ L285— 1 00 -- --- \ /,7/ \ I (1( ,,()c) 7\ I I /-7z7 I I -'- ---_,�-\ VA\ /iJ/ f` 2go7i ��. 2 • -275- 0 2 23 Zg\ 77-7 moi/ 77/7/ 1\ NT /land of th \ City of Sar toga / 0 7 /n/ 7 Springs / N 4 J NT \ \ O MAND /LANE O 7 N x282 i 1 Oo +271./5-- ,60 271./5- 5 Planning Board #15.040 GRAPHIC SCALE 30 0 15 30 1 inch = 30 feet 1 60 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed L The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 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 Excelsior Park, LLC 563 North Broadway, Saratoga Springs, N.Y. 12866 Project Title: Excelsior Park, Phase 2A Excelsior Avenue, Saratoga Springs, NY 12866 Project No.: 201540 Design: DRC Drawn: KMK Ch'k'd: DRC Date: 09/09/2015 Scale: 1"=30' Rev: Description: Date: 1 CHAZEN COMMENTS 07/27/201( 2 CHAZEN COMMENTS 08/31/201( 3 CITY COMMENTS 11/17/201( 4 CITY COMMENTS 01/25/201' 5 CLIENT COMMENTS 8/15/2017 Drawing Title Landscape & Lighting Plan Drawing No. L-5.0