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site plan 5 pages

Also attached to this agenda item: Redacted Minor Site Plan Application 73 Melrose

S 45° 36' 17" E 67.11' N 45° 36' 17" W 29.38' N 27°15'20" E 130.81' LANDS N/F OF BARBARA KOVAROVIC, AS TRUSTEE OF THE BARBARA ZAJAC IRREVOCABLE TRUST CONTROL NO. 601883889 T.M. NO. 79.5-4-31 LANDS N/F OF CROTON HARMON SCHOOL DISTRICT T.M. NO. 79.5-5-3 MELROSE AVENUE 10' WIDE STORM SEWER EASEMENT AS PER MAP REF. NO. 2 S 44°01'11" W 125.00' PROPOSED 10' WIDE SANITARY SEWER EASEMENT 1 inch = 10 feet UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF APPLICABLE STATE AND / OR LOCAL LAWS BY DATE REVISION NO. PROGRESS PRINT NOT FOR CONSTRUCTION PROPOSED SINGLE FAMILY HOME 73 MELROSE AVENUE VILLAGE OF CROTON-ON-HUDSON NEW YORK 10520 GREG MISITI LNI HOMES, LLC 100 MORNINGSIDE DRIVE CROTON-ON-HUDSON, NY 10520 SHEET NUMBER PLOT DATE: April 3, 2025 3:25 PM FILE NAME: N:\Projects\2024\124-277 LNI - 71 Melrose Ave 2 Lot Subdiv\Working\CADD\dwg\124-277_ecp.dwg LAST SAVED BY: Kamil A. Baraniewicz DTF 03/31/25 FOR PLANNING BOARD SUBMISSION CME No.: 124-277 DATE: MARCH 2025 SCALE: of DESIGNED BY: J. FINELLI JOB MANAGER: S. FRANCIS DESIGN SUPERVISOR: D. ADAMS DRAFTED BY: J. FINELLI CHECKED BY: S. FRANCIS DTF 04/03/25 REVISED PER ENGINEERING COMMENTS KB 04/15/25 PER CLIENT COMMENTS EXISTING CONDITIONS & DEMO PLAN C-1 S 45° 36' 17" E 67.11' N 45° 36' 17" W 29.38' N 27°15'20" E 130.81' LANDS N/F OF BARBARA KOVAROVIC, AS TRUSTEE OF THE BARBARA ZAJAC IRREVOCABLE TRUST CONTROL NO. 601883889 T.M. NO. 79.5-4-31 LANDS N/F OF CROTON HARMON SCHOOL DISTRICT T.M. NO. 79.5-5-3 MELROSE AVENUE 10' WIDE STORM SEWER EASEMENT AS PER MAP REF. NO. 2 S 44°01'11" W 125.00' PROPOSED 10' WIDE SANITARY SEWER EASEMENT 1 inch = 10 feet UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF APPLICABLE STATE AND / OR LOCAL LAWS BY DATE REVISION NO. PROGRESS PRINT NOT FOR CONSTRUCTION PROPOSED SINGLE FAMILY HOME 73 MELROSE AVENUE VILLAGE OF CROTON-ON-HUDSON NEW YORK 10520 GREG MISITI LNI HOMES, LLC 100 MORNINGSIDE DRIVE CROTON-ON-HUDSON, NY 10520 SHEET NUMBER PLOT DATE: April 3, 2025 3:25 PM FILE NAME: N:\Projects\2024\124-277 LNI - 71 Melrose Ave 2 Lot Subdiv\Working\CADD\dwg\124-277_lmp.dwg LAST SAVED BY: Kamil A. Baraniewicz DTF 03/31/25 FOR PLANNING BOARD SUBMISSION CME No.: 124-277 DATE: MARCH 2025 SCALE: of DESIGNED BY: J. FINELLI JOB MANAGER: S. FRANCIS DESIGN SUPERVISOR: D. ADAMS DRAFTED BY: J. FINELLI CHECKED BY: S. FRANCIS DTF 04/03/25 REVISED PER ENGINEERING COMMENTS KB 04/15/25 PER CLIENT COMMENTS SITE & LANDSCAPING PLAN C-2 SITE MAP (N.T.S.) SITE S 45° 36' 17" E 67.11' N 45° 36' 17" W 29.38' N 27°15'20" E 130.81' S 44°23'43" W 125.00' LANDS N/F OF CROTON HARMON SCHOOL DISTRICT T.M. NO. 79.5-5-3 MELROSE AVENUE 10' WIDE STORM SEWER EASEMENT AS PER MAP REF. NO. 2 S 44°01'11" W 125.00' PROPOSED 10' WIDE SANITARY SEWER EASEMENT 1 inch = 10 feet UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF APPLICABLE STATE AND / OR LOCAL LAWS BY DATE REVISION NO. PROGRESS PRINT NOT FOR CONSTRUCTION PROPOSED SINGLE FAMILY HOME 73 MELROSE AVENUE VILLAGE OF CROTON-ON-HUDSON NEW YORK 10520 GREG MISITI LNI HOMES, LLC 100 MORNINGSIDE DRIVE CROTON-ON-HUDSON, NY 10520 SHEET NUMBER PLOT DATE: ---- FILE NAME: N:\Projects\2024\124-277 LNI - 71 Melrose Ave 2 Lot Subdiv\Working\CADD\dwg\124-277_gdp.dwg LAST SAVED BY: Kamil A. Baraniewicz DTF 03/31/25 FOR PLANNING BOARD SUBMISSION CME No.: 124-277 DATE: MARCH 2025 SCALE: of DESIGNED BY: J. FINELLI JOB MANAGER: S. FRANCIS DESIGN SUPERVISOR: D. ADAMS DRAFTED BY: J. FINELLI CHECKED BY: S. FRANCIS DTF 04/03/25 REVISED PER ENGINEERING COMMENTS KB 04/15/25 PER CLIENT COMMENTS GRADING, DRAINAGE & UTILITY PLAN C-3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF APPLICABLE STATE AND / OR LOCAL LAWS BY DATE REVISION NO. PROGRESS PRINT NOT FOR CONSTRUCTION PROPOSED SINGLE FAMILY HOME 73 MELROSE AVENUE VILLAGE OF CROTON-ON-HUDSON NEW YORK 10520 GREG MISITI LNI HOMES, LLC 100 MORNINGSIDE DRIVE CROTON-ON-HUDSON, NY 10520 SHEET NUMBER PLOT DATE: April 15, 2025 9:19 AM FILE NAME: N:\Projects\2024\124-277 LNI - 71 Melrose Ave 2 Lot Subdiv\Working\CADD\dwg\124-277_msd.dwg LAST SAVED BY: Kamil A. Baraniewicz DTF 03/31/25 FOR PLANNING BOARD SUBMISSION CME No.: 124-277 DATE: MARCH 2025 SCALE: of DESIGNED BY: J. FINELLI JOB MANAGER: S. FRANCIS DESIGN SUPERVISOR: D. ADAMS DRAFTED BY: J. FINELLI CHECKED BY: S. FRANCIS DTF 04/03/25 REVISED PER ENGINEERING COMMENTS KB 04/15/25 PER CLIENT COMMENTS CONSTRUCTION DETAILS - 1 C-4 IN-LINE CLEANOUT DETAIL SCALE: NTS STABILIZED CONSTRUCTION ACCESS SCALE: NTS SOIL STOCKPILE STABILIZATION SCALE: NTS DECIDUOUS TREE PLANTING DETAIL SCALE: NTS TYPICAL SHRUB PLANTING DETAIL SCALE: NTS WATER SERVICE CONNECTION DETAIL SCALE: NTS SADDLE DETAIL SCALE: NTS UNREINFORCED RETAINING WALL SCALE: NTS TYPICAL SECTION - WALLS UP TO 4' HEIGHT UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF APPLICABLE STATE AND / OR LOCAL LAWS BY DATE REVISION NO. PROGRESS PRINT NOT FOR CONSTRUCTION PROPOSED SINGLE FAMILY HOME 73 MELROSE AVENUE VILLAGE OF CROTON-ON-HUDSON NEW YORK 10520 GREG MISITI LNI HOMES, LLC 100 MORNINGSIDE DRIVE CROTON-ON-HUDSON, NY 10520 SHEET NUMBER PLOT DATE: April 15, 2025 9:19 AM FILE NAME: N:\Projects\2024\124-277 LNI - 71 Melrose Ave 2 Lot Subdiv\Working\CADD\dwg\124-277_msd.dwg LAST SAVED BY: Kamil A. Baraniewicz DTF 03/31/25 FOR PLANNING BOARD SUBMISSION CME No.: 124-277 DATE: MARCH 2025 SCALE: of DESIGNED BY: J. FINELLI JOB MANAGER: S. FRANCIS DESIGN SUPERVISOR: D. ADAMS DRAFTED BY: J. FINELLI CHECKED BY: S. FRANCIS DTF 04/03/25 REVISED PER ENGINEERING COMMENTS KB 04/15/25 PER CLIENT COMMENTS CONSTRUCTION DETAILS - 2 C-5 X X CONCRETE SIDEWALK DETAIL SCALE: NTS SILT FENCE DETAIL SCALE: NTS ASPHALT PAVEMENT SECTION SCALE: NTS PAVEMENT SAWCUT DETAIL SCALE: NTS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: · TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. · TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. · TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 8' (2.4 m) MAX 12" (300 mm) MIN 77" (1956 mm) 12" (300 mm) MIN 6" (150 mm) MIN 6" (150 mm) MIN PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 3) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 45" (1143 mm) 18" (450 mm) MIN* **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. *FOR COVER DEPTHS GREATER THAN 8.0' (2.4 m) PLEASE CONTACT ADS ADS STORMTECH MC-3500 UNDERGROUND INFILTRATION CHAMBER DETAIL SCALE: NTS