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Home My WebLink About1000-102.-2-12.5 NO PARKING ANYTIME NO pAKK~NG NO STOPPING P4-6 PLAN VIEW (N,Y.S.D.O.T.) HC & ACCESS DETAILS (SEE SITE PLAN FOR LOCATION) N.T.S, PLANTING SCHEDULE: STREET TREES PER L/PA W/RE FRIENDLY TREE PROGRAM (*MIR 8' HIOH) 8 SHRUGS-- EVONY Mus. r.-- GOLD GPA$G AND HOLLY BERRY NiCE "LLEX V. GERRY NiCE EN THE EVENT THAT THE EXISTING STREET TREE AS INDICATED ON THE PLAN AS 18" DIAMETER MAPLE TREE ALONG THE MAIF CURB SECDON G-G a period of three (3) yeats from thc d~c ofappto¥~ ~,~ ~ 4 APPP. OVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE ~AR ' 8 2010 [] 4 LOCATION OF FOOTCANDLE READING MAINTAINED FOOTCANDLE VALUES AT GRADE, USING A .72 MAINTENANCE FACTOR. SiaUsUcol Area Summary Project: OWEN Label Avg Max INSIDE PROPERTY 0.8 11.5 Mtn Avg/Min 0.O 0 O0 Max/Mtn 0.00 laboratory data This hghUng pattern represents illuminabon levels calculated from taken under controlled conditions utilizin9 current industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Acutal performance of any manufacturer's lumineme may vary due to variation in electrical voltage, toleronce in lamps and ether variable Ee[d conditions. 1. IN THE EVENT THAT THE EXISTING STREET TREE AS INDICATED ON THE PLAN AS 18" DIAMETER MAPLE TREE ALONG THE MAliN ROAD EXPIRES, iT SHALL BE REPLACED BY TWO FLOWERING MAPLE STREET TREES 20' OC AS PER TOWN CODE SECTION 161--44 2, IN THE EVENT THAT THE EXISTING STREET TREE AS INDICATED ON THE PLAN AS 2¢" DIAMETER MAPLE TREE ALONG THE MAIN ROAD EXPIRES, IT SHALL 3E REPLACED 3Y TWO FLOWERING MAPLE STREET TREES 80' DC AS PER TF~WN CODE SEC] ION 161-44 3. IN THE EVENT THAT THE EXISTING STREET TREE AS INDICATED ON THE PLAN AS 23" DIAMETER MAPLE TREE ALONG THE MAIN RBA]~ EXPIRES, IT SHALL ]~E REPLACED BY TWO FLOWERING MAPLE STREET TREES 20' OC AS PER TOWN CODE SECTION %,% ROQTE 4-8 (,AKA NORTH ROAD) RTE, 25 (AKA MAIN' ST,) SITE KEY MAP NTS LOCATION - CONTACT ENGINEERING INSPECTOR (765-1560) AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED TO THE ENGINEERS SATISFACTION AT APPLCIANT'S EXPENSE. PLACEMENT OF FILL INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL, EXCAVATION, MINING, OR SIMILAR DISTURBANCE OF LAND REQUIRES AN APPROVED SITE PLAN. COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. SURVEY DATA NATHAN TAFT CORWIN,L.S. 322 ROANOKE AVE RIVERHEAD, NY 11901 (631) 727-2090 SITE DATA SCTM # 1000 -102 - 02 -12,5 ZONE RESIDENTIAL JEXISTINO IMPROVED LOT 20,224 SF (,¢64 AC) AKA "NEW PARCEL 1') STING BLDG FOOT PRINT AREA= 1563 SF EXISTING GARAGE FOOT PRINT AREA- 635.6 SF PROPOSED BLUESTONE PARKING AREA= 5644.3 SF PROPOSED LANDSCAPED AREA= 10,397.1 SF PROPOSED ASPHALT RC PARKING = 910 SF EXISTING CONC &~ BRICK WALK WAYS, PATIOS, PROPOSED TIMBER TEK BC RAMP - 1074 SF PARKING REQUIREMENTS: 2700 SF OFFICE = 18 STALLS (150 SF = 1 STABL) INCLUDING 2 HC PARKING STALLS TOTAL PARKING PROVIDED - 18 STALLS (INCLUDING 2 HC STALLS) IMPERVIOUS SITE DRAINAGE PROPOSED TOTAL IMPERVIOUB SURFACE REQUIRING DRAINAOE (BUILDINGS, BRICK &CONC, WALKS, PAVED HC PARKING, HC RAMP) - 4182.6 SF WITH 2" RAINFALL ¢182.8 x .16 = 869.2 669,2/68.4 = 9.7/(IO'DEEP POOL) = 1 LEACHING POOL REQUIRED. PARKING DRAINAGE PROPOSED TOTAL BLUESTONE SURFACE REQUIRING DRAINAGE (NO CURBS) = 5644.3 SF WITH 2" RAINFALL 5644,3 x ,16 = 903 903/68.4 = 13.2 - 1- 14' DEEP LEACHING POOL REQUIRED, LANDSCAPE DRAINAGE 80 % PERVIOUS SURFACE = 10,397,1 SF WITH 2" RAINFALL 10,397.1 x ,16 = 1680 80% OF 1680 - 16335 / 684 =24,32 / (1)-12' DEEP POOL & (1)-13' DEEP POOL) = 2 LEACHING POOLS REQUIRED. SANITARY REQUIREMENTS: ALLOWED: 300 GPO/ACRE '.464 AC 192 GPO PROVIDE 1200 GAL SEPTIC TANK & (1) 10 X 12 LP PROPOSED NEW SEPTIC WILL BE LOCATED THE REQUIRED DISTANCES FORM PUBLIC WATER LINES, DRAINAGE LEACHING POOLS, ETD, AS REQIRED USE ABANDON RESIDENTIAL USE ~ PROVIDE PROFESSIONAL OFFICES ZONE : R-O "RESIDENTIAL OFFICE" MIR LOT SIZE REQUIRED: 40,000 SF PROVIDED; 20,224 SF (,z-64 AC.) MIR LOT WIDTH AT FRONT STREET REQUIRED: 150 FT PROVIDED: 124,75 FT MIR LOT DEPTH REQUIRED: 175 FT PROVIDED: 199.77 FT MAX LOT FAR (NO CHANCE) ALLOWED: 20% PROVIDED: 10.87 % MAX IMPERVIOUS SURFACE ALLOWED: % PROVIDED: 17 % MAX HT OF BUILDINGS ALLOWED: 35 FT PROVIDED: 35 FT (EXISTING- NO CHANGE) >- MIR FRONT YARD REQUIRED: 50 FT-OR o AVG. OF ADJACENT PROPERTIES PROVIDED: SOUTH 40.3' FT WEST: 12.4 FT SIDE YARD ~-- REQUIRED: 15 FT PROVIDED: EAST =30'-6"' SIDE YARD TOTAL COMBINED REQUIRED: 35 FT PROVIDED: 42.9' FT MIR REAR YARD DEPTH REQUIRED: 50 FT PROVIDED: 113' (MAIN BUILDING) SHEET NO, NYS LIC. NO. 50467 S I k PI AN BCT : 060 O -. ET,REDi1900_ O _O , -- __ JIJNE 1, 2004 SCALE 1;20 PROVIDED = .05' NEW PARCEL 1 20,224,28 SF ALE: 1" = JUL~ 12, 2004 ADDE; BUILDIN~ COVERAG~ OVE~ NEW PARCEL 2 JULY 15, 2004 ADDED BUILDING COVERAGE OVER NEW PARCEL 1 EXISTING HOUSE SANITAEY SYSTEM DETAIL N.T.S. NOTES: 1, ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 2. REFER TO FILED MAP FOR TEST HOLE DATA. S, MININUM SEPTIC TANK CAPACITY IS 1,200 GALLONS, 1 TANK~ 8' DIA., 4' LIQUID DEPTH 50~ FUTURE EXPANSION POOL I0~ DIA, X 12' DEEP SANITARY LEACHING POOL 1,200 GALLON SEPTIC TANK fi, THE LOCATION OF EXISTING WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 10-0" MIN SEPTIC TANK 8-0" MJN ~ Jo= 48,70' LEACHINO POOL ~ ~ FROM GRADE 17' DEPTH (~-MANHOLE COVER x 50 POOL RTE, 25 (AKA MAIN ST.) SITE KEY MAP NTS LOCATION SITE DATA SCTM # 1000 -102 - 02 -12.5 ZONE -RESIDENTIAL/OFFICE EXISTING IMPROVED LOT 20,22~- SF (,46z~ AC) AKA "NEW PARCEL 1") XISTING BLDG FOOT PRINT AREA= 1557 SF :XlSTING GARAGE FOOT PRJNT AREA= 655,6 SF SANITARY CALCULATIONS NON- MEDICAL OFFICE = DB GPD/ SF 1557 sf FIRST FLOOR OFFICE NON- MEDICAL 1557 sfx ,06 gpd= 93,42 gpd 1269 sf SECOND FLOOR OFFICE NON- MEDICAL 1269 sf x .06 gpd= 76 14 gpd 637 sf OARAOE/ STORAGE 637 sfx .04 gpd= 25 48 gpd TOTAL OPD= 195,04 GARAGE UNFrNISHED FOR VEHICLE PARKING ONLY / NO STORAGE/ NO WATER SERVICE BASEMENT UNFINISHED FBR MECHANICALS DNLY NB STBRAGE ATTIC .UNFINISHED FOR MECHANICAL ONLY - NO STORAGE SANITARY DENISTY CALCULATION ,464AC X 600 GPD/AC = 278,40 ALLOWED DPD GROUND WATEN ZONE ~ IV ALLOWED; 600 GPD/ACRE , ,484 AC = 278,40 OPD ~ i' PROVIDED GPD= 195,04 PROVIDE MINIMUM SYSTEM 1200 GAL SEPTIC TANK 8' DIA X 4' LIQUID DEPTH & (1) 10 X 12 LP PROPOSED NEW SEPTIC WILL BE LOCATED THE REQUIRED DISTANCES FORM PUBLIC WATER LINES, DRAINAGE LEACHING POOLS, ETC. AS REQIRED BY SCHD SANITARY CODE, TEST HOLE DATA ~z/z / os SCTM # 1000 - 102 - 2 - 12,5 (11) p~: ~K .,o',,'. LGA. (OL) BY: McDONALD GEOSClENCE SURVEY DATA NATHAN TAFT CORWlN,L.S. 322 ROANOKE AVE RIVERHEAD, NY 1190~ (631) 727-2090 NYS LIC. NO. 50467 SCTM: 1000 102 02-11 (RETIRED) 1000- 102 -02-125 JUNE 1, 2004 SCALE 1:20 NEW PARCEL 1 20,224.2B SF C, F completed form ~h{- as proof ~'¢¢'. . . ¢ ENGINEER'S ;ERf;F,CAI,OH -[,'T::° S,,r F PLAN SCALE:i = 20' ~ ~ have ~ ~ ~ ~1 ~ ~th S~Ik JULY 12, 2004 ADDED BUILDING COVERAGE OVER NEW PARCEL 2 JULY 15, 200¢ ADDED BUILDINO COVERAGE OVER NEW PARCEL 1 SCH REF,# C10 09 0001 Z SHEET NO S1