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site plan 4 pages

Also attached to this agenda item: 48 raised ranch - Low Grade front 8-21-19 Franzoso Nordica 1-21-22-SITE PLAN

NORDICA PINEY POINT AVE. ARLINGTON DRIVE CLEVELAND DRIVE FRANKLIN AVE. HILL ST. East 87.53 85.84' S 0° 58' 20" W 100.01 West 64.2 64.2 64.1 64.8 D Y H WSO W O S 64.7 64.0 64.0 69.0 68.0 68.4 69.1 68.4 68.5 68.4 68.6 67.1 67.2 65.1 64.5 65.0 65.1 65.3 66.3 67.3 68.4 69.0 95.0 93.8 94.1 92.9 91.4 82.7 Due South 80.00 W W W W W W W W W W NORDICA DRIVE 81.8 68.4 69.0 #1 8" #24" #36" #4 10" #5 12" #6 4" #7 12" #9 4" #11 18" #8 12" #10 16" #12 6" #13 6" #14 4" #15 4" #16 4" #17 4" S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S East 87.53 85.84' S 0° 58' 20" W 100.01 West 64.2 64.2 64.1 64.8 D Y H WSO W O S 64.7 64.0 64.0 69.4 69.0 68.0 68.4 69.1 68.4 68.5 68.4 68.6 67.1 67.2 65.1 64.5 65.0 65.1 65.3 66.3 67.3 68.4 69.0 95.0 93.8 94.1 92.9 91.4 82.7 ' Due South 80.00 PROPOSED RESIDENCE FF 76.50 GAR 66.50 W W W W W W W W W W 30.20' 25.14' 23.00' 28.51' S S S S PROPOSED STORMTECH SC-740 (4) INFILTRATORS 4" PVC SDR-35 SEWER SERVICE 1" TYPE K COPPER WATER SERVICE NORDICA DRIVE 4" PVC SDR-35 SEWER SERVICES PROPOSED DRAINAGE 81.8 68.4 69.0 LIMIT OF DISTURBANCE ZONING SETBACK ROOF DRAINS FOOTING DRAIN #1 8" #24" #36" #4 10" #5 12" #6 4" #7 12" #9 4" #11 18" #8 12" #10 16" #12 6" #13 6" #14 4" #15 4" #16 4" #17 4" W W W W PRO-ECT NUMBER 1 MISC. REVISIONS 4-20-20 2 MISC. REVISIONS 3-26-21 3 MISC. REVISIONS 7-20-21 4 REVISED LOD 9-22-21 5 REV. HOUSE LOC. 11-15-21 SHEET NUMBER 1 4 CIARCIA ENGINEERING P.C. 360 UNDERHILL AVENUE YORKTOWN HEIGHTS NY 10598 (914) 245-0123 EXISTING CONDITIONS AND SITE PLAN UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. EXISTING CONDITIONS SCALE 1" 10' LOCATION PLAN PROPERTY DATA PROPERTY OWNER APPLICANT LOCATION TAX MAP DATA SECTION 79.13 BLOCK 4 LOT 64 SITE AREA WATERSHED OWNERS ADDRESS WATER SUPPLY SYSTEM ISSUE DATE 4-17-20 MARK FRANZOSO 23 NORDICA DRIVE CROTON NY 10520 0.20 ACRES HUDSON RIVER VILLAGE OF CROTON 33 CROTON PT. AVENUE CROTON ON HUDSON NY 10520 MARK FRANZOSO PROPOSED PLAN SCALE 1" 10' VILLAGE OF CROTON-ON-HUDSON ZONING RE4UIREMENTS LOT AREA (S4UARE FEET) 9375 LOT WIDTH (FEET) FRONT YARD SETBACK (FEET) SIDE YARD SETBACKS  COMBINED REAR YARD SETBACK (FEET) MAX. BUILDING COVERAGE ( OF LOT AREA) BULK REGULATIONS REQUIRED / ALLOWABLE PROPOSED STORIES FEET 2 12 ZONING DISTRICT - RA-9 RESIDENTIAL 12  30 35 LOT DEPTH (FEET) HABITABLE FLOOR AREA (S4UARE FEET) FLOOR AREA RATIO RE4UIRED OFF STREET PARKING PER D.U 1000 MAIN FLOOR 0.40 2 PER D.U. 86691 100.00 85.842 25.14 30.20 0.24 23.00  51.51 2109 1442 24 18“ ZONING NOTES LOT AREA VARIANCE GRANTED 10-4-2020 LOT DEPTH REDUCTION PURSUANT TO VILLAGE CODE †230-40(G)(2) SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE SHRUBS PLANT LIST 4UANTITY REMARKS BOXWOOD BUXUS MICROPHYLLA B 5.5 GAL. PLANT 2' APART TREES SYMBOL BOTANICAL NAME COMMON NAME SIZE 4UANTITY REMARKS 6 ADD TREE SURV 11-22-21 7 REVISE LOD 11-23-21 RED BUD CERCIS CANADENSIS CC 8-10 FT. 8 REV. LANDSCAPING 01-12-22 PROPOSED RESIDENCE PUHSDUHG FRU MARK FRANZOSO 1. 64.2 64.2 64.1 64.8 64.7 69.0 68.0 68.4 69.1 68.4 68.5 68.4 68.6 67.1 67.2 65.1 64.5 65.0 65.1 65.3 66.3 67.3 68.4 69.0 95.0 93.8 94.1 92.9 91.4 82.7 #1 8" #24" #36" #4 10" #5 12" #6 4" #7 12" #9 4" #11 18" #8 12" #10 16" #12 6" #13 6" #14 4" #15 4" #16 4" #17 4" S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 64.2 64.2 64.1 64.8 64.7 69.0 68.0 68.4 69.1 68.4 68.5 68.4 68.6 67.1 67.2 65.1 64.5 65.0 65.1 65.3 66.3 67.3 68.4 69.0 95.0 93.8 94.1 92.9 91.4 82.7 PROPOSED RESIDENCE FF 76.50 GAR 66.50 W W W W W W W W W W S S S S PROPOSED SILT FENCE (TYP) PROPOSED SILT FENCE (TYP) STABILIZED CONSTRUCTION ENTRANCE PROPOSED LIMIT OF DISTURBANCE 81.8 68.4 #1 8" #24" #36" #4 10" #5 12" #6 4" #7 12" #9 4" #11 18" #8 12" #10 16" #12 6" #13 6" #14 4" #15 4" #16 4" #17 4" W W W W PRO-ECT NUMBER 1 MISC. REVISIONS 7-20-21 2 REVISED LOD 9-22-21 3 REV. HOUSE LOC. 11-15-21 4 MISC. REVISIONS 11-23-21 5 MISC. REVISIONS 1-12-22 SHEET NUMBER 2 4 CIARCIA ENGINEERING P.C. 360 UNDERHILL AVENUE YORKTOWN HEIGHTS NY 10598 (914) 245-0123 SLOPE ANALYSIS EROSION CONTROL SLOPE ANALYSIS SCALE 1" 20' ISSUE DATE 2-6-20 PROPOSED RESIDENCE PUHSDUHG FRU MARK FRANZOSO EROSION CONTROL PLAN SCALE 1" 20' SYMBOL PERSPECTIVE VIEW WOVEN WIRE FENCE (MIN. 14 12 GAUGE W MAX. 6" MESH SPACING) WITH FILTER CLOTH FLOW 36" MIN. FENCE POST FLOW HEIGHT OF FILTER 16" MIN. UNDISTURBED GROUND 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. WOVEN WIRE FENCE (MIN. 14 12 GAUGE W MAX. 6" MESH SPACING) FLOW SECTION VIEW EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. CONSTRUCTION SPECIFICATIONS SILT FENCE U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL WATER CONSERVATION COMMITTEE "BULGES" DEVELOP IN THE SILT FENCE. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X 3. WHEN TWO SECTIONS OF FILTER CLOTH AD-OIN EACH OTHER THEY SHALL BE OVER- 4. PREFABRICATED UNITS SHALL BE GEOFAB ENVIROFENCE OR APPROVED E4UIVALENT. OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE SHALL BE WOVEN WIRE 12 12 GAUGE 6" MAXIMUM MESH OPENING. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN MIRAFI 100X STABILINKA T140N OR APPROVED E4UIVALENT. COMPACTED SOIL EXISTING PAVEMENT 3' PROFILE MOUNTABLE BERM (OPTIONAL) PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE EXISTING GROUND EXISTING GROUND OF STONE. ENTRANCE TO SITE. RAIN. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. A 30 FOOT MINIMUM LENGTH WOULD APPLY). MUST BE REMOVED IMMEDIATELY. 1. STONE SIZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE E4UIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE 4. WIDTH - TWELVE (12) FOOT MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5 1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY ALL SEDIMENT SPILLED DROPPED WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY 8. WHEN WASHING IS RE4UIRED IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL WATER CONSERVATION COMMITTEE CONSTRUCTION SPECIFICATIONS FILTER CLOTH SLOPE LEGEND MODERATE STEEP SLOPES (MSSA) VERY STEEP SLOPES (VSSA) EXTREMELY STEEP SLOPES (ESSA) PRO-ECT NUMBER 1 MISC. REVISIONS 7-20-21 SHEET NUMBER 3 4 CIARCIA ENGINEERING P.C. 360 UNDERHILL AVENUE YORKTOWN HEIGHTS NY 10598 (914) 245-0123 DETAILS UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. ISSUE DATE 2-10-20 PROPOSED RESIDENCE PUHSDUHG FRU MARK FRANZOSO TO BE USED WHERE TOPSOIL PRESERVATION IS NECESSARY FOR REGRADING AND VEGETATING DISTURBED AREAS. TOPSOIL IS APPLIED TO SUBSOILS THAT ARE DROUGHTY (HAVING LOW AVAILABLE MOISTURE FOR PLANTS) STONY SALTY HAVE LOW PERMEABILITY OR ARE EXTREMELY ACID. IT IS ALSO USED TO BACKFILL AROUND SHRUB AND TREE TRANSPLANTS. PRESERVATION OF EXISTING TOPSOIL IS BENEFICIAL FOR ALL TYPES OF LAWN OR ORNAMENTAL PLANTINGS. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER MULCH NON- VEGETATIVE COVER AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STABILIZATION MEASURE(S) SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR SITE CONDITIONS AND RE4UIRED DURATION OF USE. SOIL STOCKPILING N.T.S. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1 2. 3.UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAW BALES THEN STABILIZED WITH VEGETATION OR COVERED. WATER SERVICE CONNECTION N.T.S. DRIP LINE EDGE OF DISTURBED AREA TREE PROTECTION FENCE N.T.S. 1. THE CONTRACTOR SHALL CALL IN TO CODE 53 PRIOR TO ANY EXCAVATION. 2. TOPOGRAPHIC DATA PROVIDED BY THE WESTCHESTER COUNTY GEOGRAPHIC INFORMATION SYSTEMS. 3. SURVEY DATA PROVIDED BY -RL SURVEYING P.C. DATED -ULY 17. 2019. 4. WATER SEWER AND DRAINAGE DATA OBTAINED FROM THE AS-BUILT SURVEY PREPARED FOR CROTON MEADOWS SECTION 1 2 DATED -ULY 15 1991. 5. CONTRACTOR SHALL REPLACE ALL DAMAGED CURB WITHIN THE WORK AREA. 6. 7. THE INFORMATION SHOWN ON THIS PLAN IS CONSISTENT WITH THE PROPOSED HOUSE PLANS. 8. A MINIMUM 10 FOOT SEPARATION SHALL BE PROVIDED BETWEEN THE WATER SERVICE AND ALL OTHER UTILITIES. 9. LEADER AND FOOTING DRAINS SHALL BE SEPARATE PIPES. 10.THE EXISTING SEPTIC SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH THE WCHD RULES AND REGULATIONS. 11.THE ENGINEER SHALL SUBMIT A CERTIFICATION LETTER TO THE TOWN AT THE COMPLETION OF CONSTRUCTION THAT THE DRAINAGE RUNOFF WILL NOT CAUSE AN ADVERSE IMPACT ON THE AD-OINING PROPERTIES. 13. AN AS-BUILT SURVEY SHALL BE SUBMITTED AT THE COMPLETION OF CONSTRUCTION. IN ADDITION ANY FIELD CHANGES SHALL BE REVIEWED AND ACCEPTED BY THE TOWN AND SHOWN ON THE AS-BUILT SURVEY. 14.THE AREAS WITHIN THE SIGHT DISTANCE LINES SHALL BE MAINTAINED CLEAR BY THE PROPERTY OWNER(S). 15.THE TOPOGRAPHIC INFORMATION SHOWN ON THE SITE PLAN SHALL BE FIELD VERIFIED BY DONNELLY LAND SURVEYING P.C. 16.IF FILL OR RECYCLED MATERIAL IS RE4UIRED FOR CONSTRUCTIONTHE RE4UIRED TESTING AND CERTIFICATION LETTERS ON THE FILLRECYCLED MATERIAL SHALL BE SUBMITTED TO THE TOWN PRIOR TO PLACING THE MATERIAL. CONTACT THE TOWN OF CORTLANDT ENGINEERING DEPARTMENT FOR THE RE4UIREMENTS FOR TESTING AND CERTIFICATIONS. EROSION CONTROL NOTES DRIVEWAY N.T.S. 2 12" TOP COURSE - ITEM 403.198302 TYPE 7F 6" NYSDOT ITEM 304.05 (ITEM 4) PITCH 14"IW FINISHED GRADE ASPHALT CONCRETE CURB N.T.S. CATCH BASIN INLET PROTECTION N.T.S. ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL STATE AND FEDERAL REGULATIONS GENERAL NOTES RECHARGER 330XL HD BY CULTEC INC. OF BROOKFIELD CT. STORAGE PROVIDED 11.32 CFFT >1.05 PñP@ PER DESIGN UNIT. REFER TO CULTEC INC.'S CURRENT RECOMMENDED INSTALLATION GUIDELINES. THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS 6.0" >152 PP@ MIN. 30.5" >775 PP@ 6.0" >152 PP@ MIN. 12.0' >3.66 P@ MAX. BURIAL DEPTH 58.0" >1473 PP@ MIN. CENTER TO CENTER 52.0" >1321 PP@ 12.0" >305 PP@ MIN. 6.0" >152 PP@ MIN. RECHARGER 330XLHD HEAVY DUTY CHAMBER NATURALLY COMPACTED FILL FINISHED GRADE CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY BOTTOM PER ENGINEER'S DESIGN PREFERENCE HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED 1-2 INCH >25-51 PP@ DIA. WASHED CRUSHED STONE CULTEC NO. 66 WOVEN GEOTEXTILE (FOR SCOUR PROTECTION) TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLETOUTLET PIPES DESIGN ENGINEER RESPONSIBLE FOR ENSURING THE RE4UIRED BEARING CAPACITY OF SUB-GRADE SOILS (TYP.) CULTEC INFILTRATOR DETAIL N.T.S. EOHYDWLRQ 66.00 68.00 70.00 72.00 74.00 76.00 78.00 80.00 82.00 84.00 86.00 66.00 68.00 70.00 72.00 74.00 76.00 78.00 80.00 82.00 84.00 86.00 000.00 020.00 040.00 060.00 080.00 100.00 102.89 EXISTING GRADE PROPOSED GRADE A A B B 68.4 69.0 PRO-ECT NUMBER 1 REV. HOUSE LOC. 11-15-21 SHEET NUMBER 4 4 CIARCIA ENGINEERING P.C. 360 UNDERHILL AVENUE YORKTOWN HEIGHTS NY 10598 (914) 245-0123 WALL DESIGN AND DETAILS ISSUE DATE 7-20-21 PROPOSED RESIDENCE PUHSDUHG FRU MARK FRANZOSO WALL PLAN SCALE 1" 5' WALL ELEVATION VIEW SCALE 1" 5' MODULAR RETAINING WALL DETAIL SECTION A-A N.T.S. MODULAR RETAINING WALL DETAIL SECTION B-B N.T.S. PINING DETAIL N.T.S.