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HomeMy WebLinkAbout1000-83.-3-4.6THE CUTCHOGUE BUS1NESS CENTER 8595A COX LANE - CUTCHOGUE, NEW YORK CIVIL SITE DESIGN DRAWINGS APPROVED BY PLANNING BOAR, D TOWN OF SOUTHOLD SHEET# C-000 C-100 C-110 C-120 C-130 C-200 C-300 C-310 C-400 C-410 C-500 C-510 C-600 C-700 C-800 TITLE COVER AND TITLE SHEET, MAY 2005 EXISTING SITE CONDITIONS, dated last revised ,01Feb05 EXISTING FIRST FLOOR PLAN, dated last revised 01Feb05 EXISTING SECOND FLOOR PLAN, dated last revised 01Feb05 EXISTING BUILDING ELEVATIONS, CLEARING AND COVERAGE PLAN, CLEARING AND COVERAGE PLAN, GRADING AND DRAINAGE PLAN, dated last re,vised 01Feb04 SITE UTILITIES PLAN, dated last revised 01Feb05 PROPOSED SITE PLAN, dated last revised 01Feb05 SANITARY PLAN, dated last revised 01Feb04 SANITARY PROFILE, dated last revised 01Feb04 PARKING AND TRAFFIC PLAN, dated last revised 01Feb05 SITE LIGHTING PLAN, dated 01May05 LANDSCAPE / REVEGETATION PLAN, date,d 01May05 dated last revised 01Feb05 dated last[ revised Feb05 dated last[ revised 01 Feb05 OWNER: NORTH FORK RESOURCES, INC. P.O. BOX 1248 SOUTHOLD, NEW YORK 11971 land Planning Services MAY 2005 LAND PLANNER: 8595A/ox Lane . Unit #7 . Cutchogue, NY t 1935-1124 Tel: 631 ]34.4036 . Fax: 631.734.4030 Emaik rlhLPS®optonline.net · Website: wvvw.dhLPS.com 130 O83 0;'3 ."" 096 074 085 1D3 KEY MAP William J, Cremers Planning Board Vice Chair Signature: Southold Town Planning Board Approval for The Cutchogue Business Center SCTM #: 1000-83-3-4.6 Date Approved: EDGEOFPAVEMENT COX LANE 59°55'31'' E 475.72' EXISTING SITE COVERAGE LOT AREA 265,603.12 S.F. ALLOWABLE 79,680.936 S.F. COVERAGE OR 30% EXISTING LOT 58,308.71 S.F. COVERAGE OR 21.95% ALLOWABLE 66,400.78 S.F. LANDSCAPED OR 25% LANDSCAPED 6,34.8.02 S.F. AREAS OR 2.39% EXISTING SITE CONDITIONS BUILDING DESCRIPTION BUILDING ID AND USE AREA 1 STORY A 12,000 S.F. MULTIPLE USE BLDG. STORAGE B 106.2 S.F. SHED 1 STORY MULTIPLE USE BUILDING UNIT # USE S.F. TOTAL UNIT 1: AUTO DETAILING, OFFICE & STORAGE 1,758 S.F. UNIT 2: WAREHOUSE / STORAGE 1,350 S.F. UNIT 3: FOOD PROCESSING 1,891 S.F. UNIT 4: FOOD PROCESSING 2,132 S.F. UNIT 5: FOOD PROCESSING & OFFICE 1,210 S.F. UNIT 6: OFFICE 900 S.F. UNIT 7: OFFICE 1,160 S.F. UNIT 8: OFFICE 800 S.F. UNIT 9: STORAGE 1,184 S.F. UNIT 10: STORAGE 1,856 S.F. NOTE: TII~ approved ait~ development plan shall be valid for a period of tJ~r¢¢ (3) y~a:s ~om thc date of ~prov~ ~ ~ code section 100-255. LEGEND ASPHALT PAVED AREA UNPAVED AREA PROPERTY LINE EXISTING CONTOUR SETBACK LINE 6' HIGH CHAINUNK FENCE WOOD POST FENCE OVERHEAD UTILITY WIRES WATER MAIN COBBLESTONE CURB ¢ UTILITY POLE DRYWELL ~ 10' DIA. x8' DEEP LEACHING POOL- 10' DIA. x 5' DEEP LEACHING POOL - 8' DIA. x 12' DEEP SEPTIC TANK - 1,000 GAL. GREASE TRAP - 10' DIA. x 12' DEEP 1000 GAL. LPG TANK WELL TREE WELL WATER METER Revisions 2/1/05 DLM FINAL REVISED SUBMISSION SET Date Initials Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK EXISTING SITE CONDITIONS Amh~ct; Rossetti Pemhik, A,I A 29 Madison Park Road East Hampton, N.Y. 11937 Ph: 631-324-62§0 App~ved By: ~ Designed By. JCC 1/22/05 Drown By, 8ca~e: DLM 1"=30' Figure No; C-100 CONCRETE PLATFORM UNIT#S 957 S.F. OFFICE ELECTRICAL (2) 2"-6" x DOUBLE HUNG WINDOWS FOOD PROCESSING UJ 9*-4 UNIT#7 t,180 S.F, OFFICE (2) 2'-6' x DOUBLE HUNG WIhDOWS STEEL DO01 STEEL DOOR CONCRETE STOOP UNIT~S ?DS S,F, OFFIC~E (2) 2'-6' x 4'-2' ' DOUBLE HUNG WIIflDOWS AWNING WINDOW AWNING WINDOW LOADING AREA UNIT 24 2,132 S,F, FOOD PROCESSING COMPRESSOR ENCLOSURE i '! a',~'x e-~' j [~"1; STEEL DOOR SQUARE FOOTAGE PER UNIT UNIT # USE S.F. TOTAL UNIT 1: AUTO DETAILING / STRG. 1,375 S.F. UNIT 2: WAREHOUSE / STORAGE 1,077 S.F. UNIT 3: FOOD PROCESSING 1,891 S.F. UNIT 4: FOOD PROCESSING 2,132 S.F. UNIT 5: FOOD PROCESSING & OFFICE 1,485 S.F. UNIT 6: OFFICE 957 S.F. UNIT 7: OFFICE 1,160 S.F. UNIT 8: OFFICE 798 S.F. UNIT 9: SEE SECOND FLOOR PLAN UNIT 16: SEE SECOND FLOOR PLAN UNIT ~3 l,sgt 8.F. FOOD PROCESSING VNIT~I AWNING WINDOW ' (2) 3'-0" x 4'-6' APPROVED BY PLANNING BOAR,D TOWN OF SOUTHOLD DATE OVERALL SQUARE FOOTAGE PER USE FOR BOTH FIRST AND SECOND FLOOR USE S.F. TOTAL OFFICE 5,704 S.F. STORAGE 3,919 S.F. FOOD PROCESSING 5,236 S.F. /~ 2/1/05 DLM FINAL REVISED SUBMISSION SET Revisions Date Initials Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK EXISTING FIRST FLOOR PLAN . . DLM ~"=100' SQUARE FOOTAGE PER UNIT UNIT # USE S.F. TOTAL UNIT 1: OFFICE 380 S.F. UNIT 2: STORAGE 280 S.F. UNIT 3: SEE FIRST FLOOR PLAN UNIT 4: SEE FIRST FLOOR PLAN UNIT 5: SEE FIRST FLOOR PLAN UNIT 6: SEE FIRST FLOOR PLAN UNIT 7: SEE FIRST FLOOR PLAN UNIT 8: SEE FIRST FLOOR PLAN UNIT 9: STORAGE 1,184 S.F. UNIT 10: OFFICE 1,856 S.F. APPROVED BY PLANNING BOAP.,D ToWN OF $OUTHOLD OVERALL SQUARE FOOTAGE PER L E BOTH FIRST AND SECOND FLOOR USE S.F. TOTAL OFFICE 5,704 S.F. STORAGE 3,919 S.F. FOOD PROCESSING 5,236 S.F. Unit No. 5 O~ce 2 Unit No, 4 Unit No 2 Or,ce 1 LJmt No, 9 Unit Ne. 2 Unit No. 1 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" Z~ 2/1/05 DLM FINAL REVISED SUBMISSION SET Revisions )ate Initials Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK EXISTING SECOND FLOOR PLAN Rosseffi perchik, A.I.A 29 Madison park Road East Hamptan, N.Y, 11937 31-324~250 C-120 pmlsCt:nfdnc:SP.CBC /.Approved By: Designed By. JCC Date: 3/29/05 Drawn By. DLM s~aJe: I/8" = 1'-0" UNIT #7 UNIT ~8 UNIT ~N UNIT ~ IUNIT f~2 UNIT #1 / ,._~ .......................................................................................................................................................................................... z~ .............. Z--z-;zz;:_--;:::::::_-__: .......................................................................... '~ APPROVED BY PLANNING BOAR, D TOWN OF SOUTHOLD )ATE /~/~/~ Front Elevation UNIT #1 ~ MECHANICAL ROOM Right Side Elevation Left Side Elevation UNIT #t UNIT #2 UNIT ~ UNIT ~4 UNIT #5 Q Rear Elevation S c a I e: 1/8" = 1~-0'' UNIT f~5 COMUON ENT~CE F0R UNIT ~6 ] ,,~ 2/1/05 )LM FINAL REVISED SUBMISSION SET Revisions Date Initials Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK EXISTING BUILDING ELEVATIONS AmhJtect: Rosse~ Perchik, A.I A. 29 Madison Park Read East Hampton, NY, 11937 Ph: 631-324~250 Project Approved By' :nfrinc:$p-cr~c I : '~ Figure No: Designed I~y Date ' . Jcc : C-130 Drown By. DLM Scae: 1/8.=1,.0.. O COX LANE S 59°55'31" E 475.72' PAVED OR CONCRETE AREAS EXISTING STRUCTURES LANDSCAPE OR UNDISTURBED AREAS UNIMPROVED DIRT FARM ROAD EXTENIT OF ADDITIONAL COVERAGE \ PAVED PARKtNG AREA EXISTING SITE COVERAGE LOT AREA 265.603.12 S.F, ALLOWABLE 79,680.936 S.F, COVERAGE OR 30% EXISTING LO~- 58,308.71 S~F. COVERAGE OR 21.95% ALLOWABLE -- 66 4,00.78 S F, LANDSCAPED OR 25% LANDSCAPED 6 348,02 S,F. AREAS OR 2 39% PROPOSED SITE COVERAGE LOT AREA 265,603.12 S.F, ALLOWABLE 79,680,936 S,F COVERAGE OR 30% PROPOSED LOT 60,718.71 S.F. COVERAGE OR 22.86% ALLOWABLE 66,400,78 S,F, LANDSCAPED OR 25% LANDSCAPED 6.348.02 S.F. AREAS OR 2~39% GTE: LANDSCAPED AREA INCLUDES NLY AREAS PR EVlOUSLY DISTURBED ND RE-PLANTEID, FUTURE LANDSCAPE PLANTINGS IN PREVIOUSLY UNDISTURBED ,AREAS NOT INCLUDED IN CALCULATION, SEE LANDSCAPE PLAN fSHEET C-800) FOR LOCATION OF PROPOSED NEW PLANTINGS EXISTING SITE CONDITIONS BUILDING ID A B DESCRIPTION AND USE ' STORY MULTIPLE USE BLDG. STORAGE SHED BUILDING AREA 12 000 S.F 1062 S.F 1 sToRY MULTIPLE USE BU LDING UN T # USE S,F. TOTAL ~NI~ 1: ,AUTO DETAILING, OFFIC &sToRAGE 1,758 S.F. UNI~ 2 WAREBQUSE; STORAGE 1,356 S.F. UNIT 3: PROCESS NG 1,891 S.F. -- UNIT 4: FOOD PROCESSING2,132 S.F.- -UNIT 5: FOOD PR(~CEsslNG & OFFICE 1.210 S.F. UNIT 6: I OFFICE 900 S.F. UNIT 7~ i OFFICE 1,160S.F. UNIT 8: i OFFICE 800 S,F, UNIT 9: i STORAGE - 1,184 S.F. UNIT 10: STOOGE 1,856 SF, PLANNING BOA~-LB TOWN OF SOUT~-t©LO FINAL REVISED SUBMISSION SET Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK CLEARING AND COVERAGE PLAN Figure C-200 / / EDGEOFPAVEMENT 14" PERFORATED PIPE @ ,2% SLOPE COX LANE S 59°55'31" E 475.72' UNIT#5 (5) 3 R/N~:E. ACHING POOLS ~ / ~ .~60~ ,:', (6) 3 P~NG LEACHING POOLS ~CH ~NG [0' ~, x 5' DEEP ,~ ~ X 12" PERFO~D D~N EACH RING ~0' D~. x 5' DEEP / / ~~ / "".,.. ...... ..- ~ / / / \ \ \ \ 15' TO 20' WIDE EAP~=E~.BERM GRASS INFILTRATION STRIP TO ACCEPT DPJ~INAGE SHEETING OFF PARKING LOT 16"PERFORATED DRAZN PIPE @ .2%SLOPE FILTER FABRIC PLANNING BOARD TOWN OF $OUTHOLD LEGEND ASPHALT PAVED AREA UNPAVED AREA PROPERTY LINE EXISTING CONTOUR SETBACK LINE 6' HIGH CHAINLINK FENCE WOOD POST FENCE OVERHEAD UTILITY WIRES WATER MAIN COBBLESTONE CURB UTILITY POLE DRYWELL - 10' DIA. x 8' DEEP LEACHING POOL · 10' DIA. x 5' DEEP LEACHING POOL - 8' DIA. x 12' DEEP SEPTIC TANK - 1,000 GAL. GREASE TRAP - 10' DIA. x 12' DEEP 1000 GAL. LPG TANK WELL TREE WELL WATER METER 10' TOP SOIL GRAVEL FILTER COURSE PERFORATED DRAINAGE PIPE GRASS INFILTRATION STRIP DETAIL N.T.S. ~, 2/I/05 DLM FINAL REVISED SUBMISSION SET Revisions Date InitialsComments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK GRADING AND DRAINAGE PLAN John C Cronln, Jr., P.E, PO Box 860 Shelter Island, N Y 11964-0860 Email jccpe~pecomc.net Ph: 631-749-7893 Pm~$Ct: nfdnc:SP. CBC Designed By. JCC Drawn By. DLM Approved By: Date: i/22/05 Sca e: I"=30' ';E3oo APPROVED BY PLANNING BOAI~D TOWN OF SOUTHOLD DATE ALLOW FOR 4" ASJUSTMENT CAST IRON MANHOLE FRAME AND CRATING TO GRADE DRODT IN PLACE. BACKFILL CLEAN SAMD AND GRAVEL SHALLOW PRE-CAST CONCRETE DOME 10' DIA. X I'-B"- ASPHALT PAVED SURFACES TO ~-CONSIST OF 1-~" TOP COURSE, /1-~" BASE COURSE AND A" COMPACTED SUB-GRADE. SLOPE SURFACE TOWARD DRAIN (MIN.) ] [] ED r~ ~ ~ ~ [~ ~ []D WITH CLEAN SAND AND GRAVEL NOTES: 1.) MiN. RIM ELEV. FOR TYPE I STROM DRAIN 8,33 2,) ALL SUB-SURFACE PRE-CAST CONCRETE DRAINAGE STRUCTURES TO BE A~SHTO HS2D-4¢ TRAFFIC BEARING. STORM DRAIN DETAIL - TYPE I SCALE: TO BE DETERMINED CAST IRON MANHOLE FRAME AND GRATING TO GRADE, GROUT IN PLACE. ALLOW FOR 4" TRAFFIC BEARING PRE-CAST TOP SLAB 10' DIA. X 8"- ASPHALT PAVED SURFACES TO -CONSIST OF 1-~" TOP COURSE, /1-~" BASE COURSE AND 4" COMPACTED SUB-GP, AOE, SLOPE SURFACE TOWARD DRAIN WiTH CLaN SAND AND ~~;~;~;x/~,~, BACKFILL Wi GRAVEL /~~X;;~- ' ~ CLaN SANE STORM DRAIN DETAIL - TYPE II SCALE: TO BE DETERMINED NOTES: 1,) MIN. RIM ELEV, FOR TYPE I STROM DRAIN 7.53 2.) ALL SUB-SURFACE PRE-CAST CONCRETE DRAINAGE STRUCTURES TO BE AASHTO HS20-44 TRAFFIC BEARING. ROOF DRAIN LINE SLOPE 2~ MIN,- BACKFILL CLEAN SAND AND GRAVEL NOTES: 1,) MIN. RIM ELEV. FOR ~(PE I STROM DRAIN B.33 2.) ALL SUB-SURFACE PRE-CAST CONCRETE DRAINAGE STRUCTURES TO BE AASHTO HS20-A4 TRAFFIC BEARING. ALLOW FOR ~" SHALLOW PRE-CAST CONCRETE DOME 10' DIA. X ?-8% (MIN.) 3[] ~ ~ I~ ~ ~ ~ ~ [][ D[][;~ C~m ~ ~ P=O E~ F~] [][ D[] r~ r~ i~ ~ ~ ~ [~ [][ CAST IRON MANHOLE FRAME AND GRATING TO GRADE, GROUT IN PLACE, ASPHALT PAVED SURFACES TO -CONSIST OF l-J" TOP COURSE, /1-,~" BASE COURSE AND A" COMPACTED SUB-GRADE. SLOPE SURFACE TOWARD DRAIN 10' WITH CLEAN SAND AND GRAVEL ROOF DRAIN DETAIL SCALE: TO BE DETERMINED 12" DIA. HDPE CAST IRON MANHOLE FRAME AND GRATING TO GRADE. GROUT IN ALLOW FOR 4" ADJUSTMENT SHALLOW PRE-CAST CONCRETE DOME 10' DIA. X 4,, OlI~ rI~ [~ I')m~ [~ ~'1 [~ ~-1~--10 1'-7 1/2" 3[] [::~ [;~ 0[]c~ [2~ ~ ~ r--~ [~;~ ~;3 []O [][2~ ~ D[] r~ i'~t i~ E~ ~1P~ ~ 10' ASPHALT PAVED SURFACES TO 0f 1-~" TOP COURSE, 1-~*' BASE COURSE AND A" COMPACTED SUB-GRADE. LL WITH CLEAN SAND AND GRAVEL MULTIPLE POOL STORM DRAIN DETAIL SCALE: TO BE DETERMINED Revisions 2/1/05 Date DLM Initials =INAL REVISED SUBMISSION SET THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK GRADING AND DRAINAGE DETAILS Engineer: John C Cronin~ Jr., P E PO Box 860 Shelter Island, N Y 11984-0860 Ph: 631-749-7893 EmalhjCCpe~pecomc net LDnd Placnbq Sc~ces Tek 631,734,4035 :nfrinc:SP.CBC Approved By: ~ Designed By. iCC Date: 12/08/04 Drawn By. DLM AS SHOWN Figure No: C-310 EDGEOFPAVEMENT COX LANE Co--b UNIT #2 UNIT UNIT #5 / / / / LEGEND ASPHALT PAVED AREA UNPAVED AREA PROPERTY LINE EXISTING CONTOUR SETBACK LINE 6' HIGH CHAINLINK FENCE WOOD POST FENCE OVERHEAD UTILITY WIRES WATER MAIN COBBLESTONE CURB UTILITY POLE DRYWELL ~ 10' DIA. x 8' DEEP LEACHING POOL- 10' DIA. x 5' DEEP LEACHING POOL - 8' DIA. x 12' DEEP SEPTIC TANK - 1,000 GAL. GREASE TRAP - 10' DIA. x 12' DEEP 1000 GAL. LPG TANK WELL TREE WELL WATER METER N E W S APPROVED BY PLANNING BOAR,D TOWN OF $OUTHOLD Z~ 2/1/05 DLM '"INAL REVISED SUBMISSION SET Revisions Date Initials Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE-SOUTHOLD, NEW YORK SITE UTILITIES PLAN Architect: Rossetti Perchik, A 29 Madison Park Road East Hampton, N,Y. 11937 Ph: 631-324~250 Project:rlfr/nc:$P. CEiC ^ppmvedSy: ~ Designed By. JCC Date: 1/22/05 Drawn By. DLM Scale: 1"=30' Figure No: C-400 % EDGEOFPAVEMENT COX LAN S 59°55'31" E 475.72' UNIT ~¢4 UNIT #5 / / / 58 / 62 ( / ~J \ \ \ \ 64 / / L 15 TO 20 WIDE - --N--5'g° 55"3?"-W -- -513 ~6'~ EXISTING SITE COVERAGE LOT AREA 265,603.12 S.F. ALLOWABLE 79,680.936 S.F. COVERAGE OR 30% EXISTING LOT 58,308.71 S.F. COVERAGE OR 21.95% ALLOWABLE 66,400.78 S,F LANDSCAPED OR 25% LANDSCAPED 6,348.02 S.F. AREAS OR 2.39% PROPOSED SITE COVERAGE LOT AREA 265,603.12 S.F. ALLOWABLE 79,680.936 S.F. COVERAGE OR 30% PROPOSED LOT 60,718.71 S.F. COVERAGE OR 22.86% ALLOWABLE 66,400.78 S.F. LANDSCAPED OR 25% LANDSCAPED 6,348.02 S.F. AREAS OR 2.39% EXISTING SITE CONDITIONS BUILDING DESCRIPTION BUILDING ID AND USE AREA 1 STORY A 12,000 S,F. MULTIPLE USE BLDG. STORAGE B 106.2 S.F. SHED 1 STORY MULTIPLE USE BUILDING UNIT # USE S.F. TOTAL UNIT 1: AUTO DETAILING, OFFICE & STORAGE 1,758 S.F. UNIT 2: WAREHOUSE / STORAGE 1,350 S.F. UNIT 3: FOOD PROCESSING 1,891 S.F. UNIT 4: FOOD PROCESSING 2,132 S.F. UNIT 5: FOOD PROCESSING & OFFI~CE 1,210 S.F. UNIT 6: OFFICE 900 S.F. UNIT 7: OFFICE 1,160 S.F, UNIT 8: OFFICE 800 S.F. UNIT 9: STORAGE 1,184 S.F. UNIT 10: STORAGE 1,856 S.F, APPROVED PLANNING B~AR~D TOWN O~: DATE /~r~ LEGEND ASPHALT PAVED AREA UNPAVED AREA PROPERTY LINE EXISTING CONTOUR ........... SETBACK LINE 6' HIGH CHAINLINK FENCE WOOD POST FENCE OVERHEAD UTILITY WIRES WATER MAIN COBBLESTONE CURB ¢ f DW 1 ~O )~ UTILITY POLE DRYWELL - 10' DIA. x 8' DEEP LEACHING POOL - 10' DIA. x 5' DEEP LEACHING POOL - 8' DIA, x 12' DEEP SEPTIC TANK - 1,000 GAL. GREASE TRAP - 10' DIA. x 12' DEEP 1000 GAL. LPG TANK WELL TREE WELL WATER METER z~ 2/I/05 DLM FINAL REVISED SUBMISSION SET z~ 12/7/04 DLM AS PER RLH COMMENTS Revisions Date Initials Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEWYORK PROPOSED SITE PLAN Architect: Rosset~ Perchik, A I A, 29 Madison Park Road East Hampton, N,Y, 11937 Ph: 631-324~5250 pm~eCt:nfdnc:SP_CBC Approved0y; ~ Designed By. JCC Date: 1/22/08 Draw, By. DLM Scale: 1"=30' Figure No: C-410 EDGE OF PAVEMENT COX LANE 475.72' 58 / \ / 2 / / / / / / 60 62 ~ / / / / / / / / / / / / / / 64" 15' TO 20' WIDE EAP. T=~BERM -~ 5-9~ 55~ ~ -513~96'__ \ \ \ ALLOWABLE SANITARY FLOW (DENSITY) ALLOWABLE FLOW FOR (2) ACRE DEVELOPED SITE: (600 GPD/ACRE) (2 ACRES) = 1,200 GPD SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS USE AREA SQ. FT. SANITARY (GPD) UNIT 1 OFFICE/STORAGE 1,758 106 UNIT 2 WAREHOUSE/STORAGE 1,350 41 UNIT 3 FOOD PROCESSING 1,891 284 UNIT 4 FOOD PROCESSING 2,132 320 UNIT 5 FOOD PROCESSING/OFFICE 1,210 182 UNIT 6 OFFICE 900 54 UNIT 7 OFFICE 1,160 70 UNIT 8 OFFICE 800 48 UNIT 9 OFFICE 1,184 36 UNIT 10 OFFICE 1,856 56 TOTAL 14,241 1,197 APPROVED BY PLANNING BOAR, D TOWN OF SOUTHOLD LEGEND 4~ ® ASPHALT PAVED AREA UNPAVED AREA PROPERTY LINE EXISTING CONTOUR SETBACK LINE 6' HIGH CHAINLrNK FENCE WOOD POST FENCE OVERHEAD UTILITY WIRES WATER MAIN COBBLESTONE CURB UTILITY POLE DRYWELL - 10' DIA. x 8' DEEP LEACHING POOL - 1 O' DIA. x 5' DEEP LEACHING POOL * 8' DIA x 12' DEEP SEPTIC TANK - 1,000 GAL, GREASE TRAP - 10' DIA, x 12' DEEP lO00 GAL LPG TANK WELL TREE WELL WATER METER ,/~ 2/1/05 DLM FINAL REVISED SUBMISSION SET Revisions Date Initials Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEWYORK SAN ITARY PLAN John C Cronln, Jr, P E PO Box 86D Shelter Islan¢ N Y, 11964-0880 Land Planning Serviccs ProJec{ scaler :nfdnc:SP-CBC Approved By: ~ Designed By. dOC Date: 12/08/04 Drawn ay. DLM 1"=30' FIsure No: C-500 55 54 53 52 INLET INV 51 50 49 48 47 45 44 43 42 SDR35 SLOPE 114" PER FT MIN ON OUTLET ELEV 52,1Z I I I II I I II 1(31~ I I I I I II I __ I I I II I I tI I1-'-]1~ I I I II I I II 1(31~ 8" SDR 35 CROSS43VE R PIPE RIM ELEV, 54,16' 3(3r II II I I I I II /[ I 3(31 J I I I I I I I Il I I I 55 SEP_T,tC.,~.A NK--I,00OGAL L O N 8'-0" W x 4'-3" W x 6'-7" DEEP POOL 5-O'-'.DEEP-. LEACHING POOL _I.0~-0LLJ31A_x ~0" DEEE 54 53 52 51 50 49 48 47 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 SDR35 SLOPE I/4"PERFTMIN ELEV 52.4,9' INLETINV. ON OUTLET I II I I ii I I II I I I I I I I I I I II I I I I I I II 1(30 I I I I I I I IC]E 0(31 II I I I I I I I II II I I I I I I ICI[ I I I I I II IC]B 0131 I I I I I I I I ir--lB I I I I I I I 1(3[] II II I I I I I I IC3[] I I I I I I I 1(30 GREASE TRAP TO'-~"1~IA. x 1'2':0'"DEEP LEACHING POOL 8'-0'"DIA. x 12-~0'~DEEP- ....... 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 APPROVED BY PLANNING BOAED TOWN OF SOUTHOLD 46 45 44 43 42 41 40 SEWAGE DISPOSAL SYSTEM DESIGN: SEPTIC TANK~SANI~ REQUIRED AND PROVIDED: 1,000 GALLON LEACHING POOLS ~ REQUIRED: (3) 10' DIA. x 5' DEEP PROVIDED: (2) 10' DIA. x 5' DEEP TO BE INSTALLED: (1) 10' DIA. x 5' DEEP GREASE TRAP (FOOD PROCESSING): REQUIRED AND PROVIDED: (1) 10' DIA. x 12' DEEP LEACHING POOLS (FOOD PROCESSING): REQUIRED: (3) 8' DIA. x 12' DEEP PROVIDED: (1) 8' DIA. x 12' DEEP TO BE INSTALLED: (2) 8' DIA. x 12t DEEP /'~ 2/'1/05 DLM FINAL REVISED SUBMISSION SET Revisions Date Initials Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK SANITARY PROFILES Engineer: Approved Scale: John C Cronln, Jr,, P,E, Pmject:rlfrillc:SP'CBC By: PO Box 860 Designed By. Date: Shelter Island, N,Y. 11964-0860 JCC Ph: 631-749-7893 Drawn By. Emall:Jccpe~pecemc.net DLM 3/8" = 1'-0" Figure No: C-510 O (27) COX LANE S 59°55'31" E O O 475.72' UNIT #B t UN[T#7 (43) t .I (44) (45) (48) (47) (48) (49) (50) (51) (52) (53) (~4) (55) (56) UNIT #6 15' TO 20' WIDE EARTH BERM N 59°55'31" W 513.96' APPROVED BY PLANNING BOARD TOWN OF SOUTHO~I) PARKING CALCULATIONS UNIT # USE AREA /' REQUIRED SPACES REQUIRED SPADES PROVIDED ALL PARKING CALCULATIONS EASED ON AUTO DETAILING, OFFICE & STORAGE 1,378 S.F - STOP, AGE (2) SPACES (6) SPACES 1,758 S F 383 S F. - OFFICE (4) SPACES WAREHOUSE / STORAGE 1,077 S.F. - STORAGE (2) SPACES {5) SPACES NOTE 2 1,358 S.F. 281 S.F'. - OFFICE {3) SPACES {1) PER 108 SF OF OFFICE USE 3 FOOD PROCESSING 1,89t S.F..- FOOD PROC. (4) SPACES (4) SPACES 1,891 S F 4 FOOD PROCESSING 2,132 S.F, - FOOD pROC. (5) SPACES (5} SPACES NOTE 2 2,132 S,F. (1) PER 500 S F OF FOOD PROC USE 5 FOOD PROCESSING & OFFICE 1,213 S.F.- FOOD PROC. (3) SPACES (6) SPACES 1,485 S.F. 272 S.F. - OFFICE (3) SPACES OFFICE (10) SPACES NOTE 3: 8 957 S.F -OFFICE (10) SPACES 957 S.F. (1 ) PER 1000 S,F. OF STORAGE USE 7 OFFICE 1,160 S.F. - OFFICE (12) SPACES (12) SPACES 1,160 8 OFFICE 798 S F - OFFICE (8) SPACES (8) SPACES 798 S.F. 9 STORAGE 1,184 S.F. - STORAGE (2) SPACES (2) SPACES TOTAL SPACES PROVIDED 10 STORAGE 1,856 S F. - STORAGE (2) SPACES (2) SPACES (60) SPACES HANDICAPPEB (3) SPACES SPACES PROVIDED PROPERTY LINE EXISTING CONTOUR SETBACK LINE 8' HIGH CHAIN LINK FENCE WOOD POST FENCE OVERHEAD UTILITY V~RES WATER MAIN COBBLESTONE CURB PROPOSED PARKING SPACE ADA PARKING AISLE ADA PARKING SPACE TRAFFIC CIRCULATION 1-1/2"TOP COURSE 2-1~"TOPCOURSE 6"COMPACTED AGGREGATEBASE BASECOURSE 8"COMPACTED SUB.RASE TYPICAL PAVING DETAIL SCALE: 3/4" = 1'-0" Revisions 2/1/05 12/7/04 Date DLM DLM Initials FINAL REVISED SUBMISSION SET AS PER RLH COMMENTS Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK PARKING AND TRAFFIC PLAN Architect: Rossetti Perchik, AJ.A, 29 Madison Park Road East Hampton, N.Y, 11937 Ph: 631-324~258 pmjeCt:nfdnc:SP.CBC ApprovedB¥: ~ Designed By. JCC Date: 1/22/05 Drawn By. DLM Scale: t "=30' Figure No: C-600 / / COX LANE EDGEOFPAVEMENT S 59°55'31'' E 475.72' LOADING DOCK / t / \ J / / / / / 60 62 /64/ / / t / t / / ~ / / / / / I 15' TO 20' WIDE EAI;~T~L.BE~M~ ~. × / DIRT FARM ROAD APPROVED BY PLANNING BOAR, D TOWN OF SoUTHQLD.., NOTE: HIGH PRESSURE SODIUM LIGHTS ARE LOCATED FOR SECURITY AROUND BUILDING VAPOR PIROOF 75 WATT JELLY JARS ARE LOCATED AT EACH UNITS ENTRANCE / EXIT, 51 SIGN WITH HALOGEN LIGHTS SIGNAGE PLAN SCALE: 1"=2' Date Initials THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEWYORK SITE LIGHTING PLAN projeCt:nfrinc:SP.CBC I Approved By: Dsslgned 8¥, JOe Date: 5/1/05 Drawn By. DLM Scale: '~ "=30' C-700 LU COX LANE SLOPE TO BE STABALIZED BY ANY COMBINATION OF HYDO-SEEDING,GROUND COVER AND GRASS 15' TO 20' WIDE EARTH BERM N 59°55'31" W 513.96' APPROVEI~ BY PLANNING TOWN OF SOUTH~I~D PLANTING LEGEND COMMON NAME SYMBOL EXISTING TREES SPIREA- GOLD FLAME MOUNTAIN LAUREL JAPANESE BARBERRY TORULOSA JUNIPER ::~ FOUNTAIN GRASS EASTERN RED CEDAR NORWAY SPRUCE BLUE SPRUCE WHITE PINE BURNING BUSH DOUBLEFILE VIBURNUM ~,~ RHODODENDRON MAXIMUM JAPANESE MAPLE Revision~ Date Initials Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEWYORK LANDSCAPE / REVEGETATION PLAN Rossett~ Pemhik, AI.A 29 Madison Park Road East Hampton, N,Y 11937 Ph: 631-324~250 Project: nfdnc:SP-CBC Designed By. JCC Drawn By. DL~ TEST HOLE NO, 1 TOPSOIL MIXED GRAVEL 5% LOAM & SANDY CLAY EL.60.0 /- -1.3' COARSE SAND & GRAVEL 20% uOA~rSE-SAND -- -12' '-18' NO WATER ENCOUNTERED TEST HOLE NO. 2 TOPSOIL HEAVY CLAY MIXED GRAVEL 5% LOAM & SANDY CLAY COARSE SAND & GRAVEL 20% -16' COARSE SAND NO WATER ENCOUNTERED EL:64.0' +/- -1.3' -- -- COX LANE EP:5506' EDGE OF PAVEMENT EL56.70' EP:53.25' CONC. MON. ~ -- -- -- ~ / / 200.2' / I METAL F~ME ~ / ~ WAREHOUSE ~ / FIN.FLOOR = 55.4' [ ~ CONC. ~ST IRON COVER / / ( ~--~ N 59°55'31" W 513.96' ~ ~ - ~ND NOW OR FORMERLY OF JEANNE M., G~CE & DONALD J. GRIM CONC. MON, m FN COR S.C.T. M1000-083-03-4.5 280 DEN-KEL LANE P.O.BOX 300 CUTCHOGUE, N.Y. 1'1935 LOTAREATABLE LOT NO. LOT AREA (SQmFT.) LOT AREA (ACRE) 1 .... 104,734 2 40,0_0.0 0.918 3 40,869 0.938 4 40~000 0.918 5 "-- 40,0uu -- 0.9-18 SUBDIVISION & SITEPLAN AS DESIGNED BY rlh LAND PALNNING SERVICES ~Z ~ ~ z= d g z~ ~ SITE DA TA LOT AR,E.A, : 265,603 SQ.FT. = 6.097 ACRES ZONING. LIGHT INDUSTRIAL ELEVATIONS HER ON REFER TO..PPROX MSL DATUM AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS. LOT COVERAGE CALCULATIONS: LOT COVERAGE: t2,668 SQ.FT. ~ ..77% (ALL ROOFED AREAS) TOTAL LOT COVERAGE: 59,2~7 SQ. FT. = 22.29 % (ALL IMPERMEABLE SURFACES) Z PRELIMINARY SITE PLAN & SUBDIVISION MAP OF CUTCHOGUE BUSINESS CENTER SlTUATE A T CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK . --,.. 6,.C.TmM. DIST· 1O~O SEC. 083 BLK. 03 LOT4.6 2h5 1~3 (3 2'5 '50 715 1(~0 125 1~0 1~5 2~0 225 SCALE: 1" = 50' DATE: SEPTEMBER 19, 2001 CERTIFIED TO: RICHARD J. PRINCIPI JOB NO. 2001-325 MAP NO. FILED: REVISIONS: SITE PLAN & LOT SPLIT 2/8/02 SUBDIV 2/20/02 UPDATE SURVEY 5/14/04 ADD LOT COVERAGE CALCS.8/24/04 ADD TOPO 9/4/04 ADD TEST HOLES 10/27/04 REV SUBDIV. DESIGN & SITEPLAN 1/6/05 LICENSE NO. 050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE FLANDERS, NEW YORK 11901 TEL: (631)-723-1954 - FAX:(631 )-723-1329 MARTIN D. HAND L.S TEST HDL£ ND, _ HEAVY CLAY MIXED GRAVEL 5X LOAM & SANDY CLAY (SC) COARSE SAND & GRAVEL 20X COARSE SAND <BP) ND WATER ENCOUNTERED TEST HOLE NO, TOPSOIL (DL) HEAVY CLAY MIXB GRAVEL 5Z <gL) LOAM & SANDY CLAY COARSE SAND & GRAVEL aOX COARSE SAND ND WATER ENCOUNTERED :b60,O' +/- -P,T -12 :b64,0' +/- -1,3' -42' CDNC, MDN, 4,0' ~/ I / ~TESI / / / / / / / ? / / UNIT 1 I vArER MEIER NSP~ALl DRIV£~A~ TO L,~.CH~N~ TRAp UN1T4 1 STORY [P~.%' I FN COD ® TEST HIDLE ND ~ sc~o PROJECT LOCATION APPROXIMATE LOCATION OF CAPPED LANDFILL LOCA FION MAP SANITARY SYSTEM NOTES: / / SITE PLAN 2 3 4. 5 7 B ALL BACKFILL SHALL BE SEUECT GF~NULAR MATER~L COMPACTED TO 95% MAXIMUM DENSFFY AT,HE OPTIMUM MOIS31JRE CONTENT. AS DETE ~MINED BY STANDARD PROCTOR TEST. LOCATION OF EXISTING UTILITIES AND SANITARY AND DRAINASE FACIUT]ES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION OF NEW w0rlK CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS ASSOCIATED ~ITH THIS CONSll~UCTION LOT AREA L~5,603 SQ.FT = 6,097 ACRES ALL ADJACENT PROPERTIES,WITHIN I50' OF THE SITE ARE SERVI( ED BY PUBLIC WATER EXISTING CONDlllONS SHOWN ON THE PLANS FROM SURVEY DA'rED MAY 2~, 20(~ BY RANDS ON SURVEYING. S C T MDIST, 1000 SEC. 083 BLK 03 LOT 4 6 GROUNDWATER AT EL. 4.0:e IPER SCDHS GROUNDWATER MAP DA~ED MAI~H 1999, TE EXIST1NG PROPOSED LBACHING POOL ROOF DRAIN DRAINAGE PIPE SANITARY SEWER CONTOUR PROPERTY MNE S.C.TM. DIST 10O0 SEfi. ~3 SLK 03 LOT 4,8 S.C.D.H.S. REF No' Cf0-65-0019 Drawn bF JJC SANITARY DESIGN CALCULATIONS SANITARY FLOW CALCULATIONS UNITNO. PROPOSEDU~ UNITARBA BCDHGFLOW TOILETFLOW KITCHEN FLOW UNIT2 FOOD PROCESSING t3~ S.F. 0.03 GP~S F ~4GPD UNIT 3 F~D PROCESSING 1,~ S,F. 0.03 GP~S,F ~.6 GPO t~ S,F, 0A2 GP~S F. 2~.6 GPO UNIT4 FOOD PROCESEING 2fi27 BF. 0.03 GP~S,F 638GPO 2,127 S.F. 0A2 GP~S F 2~.2 GPO UNIT 5 OFFICE ~1 S.F. 0,06 GP~S.F 16~3 GPD FOOD PROCESSING ~3 S F, 0.03 GP~S F 28 6 GPO UNIT 6 M~NINE OFFICE ~5 S.F, 0,06 GP~S.F 57.9 GPD FOOD PROCESSING ~5 S F. 0.03 GP~SF 29,0 GPO UNIT 7 OFFICE 1,1~ S.F. 0,06 GP~S.F 69.5 GPD UNIT 8 O~ICE 792 S F. 0.06 GP~ F 47.5 GPD M~AL HUT 1,1~ S,F 0.04 GP~S.F 47,4 GPO TOTAL FLOW 6~A GPO 872,4 GPD TOTAL SANITARY FLOW FLOW : 673.1 GPD TOTAL Krt'CHEN FLOW FLOW = 872 4 GPD TOTAL FLOW : 1545 5 GPD ALLOWABLE SEWAGE FLOW TOTAL BITE 6.1 ACRES X 600 GPO/ACRE = 3,660 GPD (GWMZ IV SERVICED BY PUBLIC WATER) TOTAL SITE PROPOSED SANITARY FLOW FLOW: = 673.1 GPD EXISTING SEFTIC SYSTEM No. 1 {TOILET FLOW FROM UNITS 2-10): PROPOSED SANITARY FLOW RATE = 548 GPD. PROPOSED DESIGN CAPACITY SEPTIC TANK PROPOSED FLOW RATE 548 GPD DESIGN 2 DAy STORAGE = 1,096 GALLONS USE ONE EXISTING 1,200 GALLON SEPTIC TANK LE~CHING POOLS: LEACHING ~ 1.5 GPD/SQ. FT.: 548 GPO 115 GPD/SQ FT = 365 SF 386 SQ.FT131.4 SF/FT.: 11,6 LF. USE' 2-15, O X ff DEEP = 12 V F. > 11 6 V.F. DESIGN FOR 50 % EXPANSION: 365L.F X 50 :I83L.F. 1314BQ FTIFT.=5.SV.F USE 1-10' O X 8' DEEP = 8 V.F. > §.8 .V F. EXISTING SEPTIC ~YSTEM No. 2 (KITCHEN FLOW FOR UNIT "): PROPOSED SANITA, LOW RATE: 255 GPO PROPOSED DESIGN CAPACITY SEPTIC TANK: PROPOSED FLOW ~.AI~ 255 GPO DESIGN 2 DAY STORAGE: 5i0 G~ USE NEW 1 - 1 ~200 GALLO N SEPTIC TANK tEACHING POOLS LEACHING ~ 1,5 GPDfSQ FT = 255 GPD/ 1 5 CPD/SQ FT. : 170 SF 3~0 SF MINIMUM REQUIRED 6'O X 3.14 X I' = 25 13 SQ. FTJFT. 3~ SQ.FT/25.13 SF/Fr = 11.9 LF. USE. 3- EXISTING 5, O X E DSEP = 24 V.F. > 119 V F DESIGN FOR ~ % EXPANSION; 300 L.F. X ,~ =IGOL.P 12S,13 BO, FTIFT.=5,EV.F USE. t - 8'0 X 8' DEEP: 8 V F. > 5,§,V.F. DESIGN FOR GREASE TRAP. KITCHEN FLOW = 255 GPO USE EXIST. 10' O X 5' LIQ DEPTH GREASE TRAP GREASE TRAP (DESIGN FLOW UP TO 1,000 GPO) PROPOSES SEPTIC SYSTEM No.3 {TOILET FLOW UNIT 11 KtTCHEN FLOW FOR UNITS 213 & 5): PROPOSED SANITARY FLOW RA~ = 581 GPD. PROPOSED DESIGN CAPACITY SEPTIC TANK: PROPOSED FLOW RATE 581 GPO DESIGN 2 DAY STORAGE = 1,162 GALLONS USE 1 NEW 1,200 GALLON SEPTIC TANK LEACHING POOLS: LEACHING @ 1.5 GPDISQ FT.= 581 GPO / 1.5 GPDISQ. FT = 387 SF 387 8Q. FT 125. t3 SFIFT.= 15 4 LF. USE: 1. NEW 5, O X 15, DSEP = 16 V.F. > 15.4 V.F DESIGN FOR 50 % EXPANSION: 387 L.F. X .50:194 LF. / 25.13 SQ FTIFT.: 7.7 V F. USE: 1- 8' O X 16' DEEP = 16 V F. > 7.7.V.F. DESIGN FOR GREASE TRAP KITCHEN FLOW · 502 GPD USE 1 - NEW 8' 0 X 5, LIQ. DEPTH GREASE TRAP GREASE TRAP (DSSIGN FLOW UP TO 1,000 GPD) !, SEP ~ ': ?uti6 i 9119/06 SCDHS COMMENTS ~ .... '~" REVISIONS ' ~' '~* Condon Englneenng, P.C. t755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 (631) 298-1986 fax www.condonengineedng.com CUTCHOGUE BUSINESS CENTER 8595 COX LANE CUTCHOGUE, NY SANITARY PLAN WATER~GHT FRAME & COVER WI APPROVED LOCKING DEVICE MORTAR FROST 4" KITCHEN WASTE PIPE PITCH 1/4 INCH PER FOOT MORTAR FROST T~FFIC SEARll 4' SANITARY WAS3E PIPE PITCH 114 INCH PER FOOT It WATERTIGHT FRAME & COVER WI APPROVED LOCKING DEVICE MORTAR FR08~' 24"O PRECAST CONC. RISER GRADE EL. 54.6 (12' MAX HEIGHT) -- 5' DIAMETER 4" IPVC WASTE UNE FOOT INV, EL ~,3 EXISTING -SANITARY RINGS TO REMAIN 10' DIAMETER WATERTIGHT FRAME & COVER WI Max PRECAST SEPTIC TANK DE ~IL GROUNDWATER ELEVA~ON [APPROX. EL. 5'± PER 1999 SCDHS GW MAP) LEACHIN¢ COL DETAIL PROFILE OF EXISTINIG SANITARY SYSTEM No. 1 MORTARFROST - BRING COVER TO GRACE 24'0 PRECAST CONC. (12' MAX. HEIGHT) WATERTIGHT FRAME & COVER WI GRADE EL 53.8 INSTALL DUMMY RINGS AS STRUCTURE TO GRADE 1' min. PVC WASTE LINE TO C BEARING S~B OR DOME SEPTIC TANK 4" PVC WASTE LINE !.FLOW LINE PITCH,~ DIAMETER · I 8' OIAI~IETER WATER~DHT FRAME & COVER W! MORTARFROST -RIM 53S INV EL 47 7 - SANITAPY PINGS - TO REMAIN MORTAR FROST TRAFFIC BEN 4' SANITARY KITCHEN WASTE PIPE PITCH 114 WATERTIGHT FRAME & COVER WI - APPROVED LOCKING DEVICE 2' Max 24'{3 PRECAST CONC, RISER ~EEL 552 (12' MAX. HEIGHT) PVC WASTE LINE TO SEPTIC TANK PITCH Y~ INCH PER FOOT EL. 51.7 8' DIAMETER PROPOSED PRECAST GREASE TRAP DETAIL MORTAR FROST_ PROOFING ' t PIPE FROM GREASE TRAP ~ ~-~L-~--..-~l ~ P,TCH I ,.CH PERFOOT / J WATERTIOHTFRAME&COVERW/ MC,, ARFROST WATERTIGHTFRAME&CL {WI r--APPROVED LOCK lNG DEVICE./._RiNGS24 · PRECAST(12. MAx.CONCHEIGH'~RIsERPROOFING/~PPROVED~ RIM 54 8 LOCKING DEVICE 4' PVC WASTE LINE PITCH ~ INCH PER FOOT ~X~INVEL 51~1 ~ INV EL. 51.0 8' DIAMETER GROUNDWATER ELEVATION (APPROX. EL. 5'± PER 1999 SCDHS GW MAP) PROPOSED PRECAST SEPTIC TANK DETAIL PROPOSED LEACHING POOL DETAIL PROFILE OF PROPOSED SANITARY SYSTEM No, 3 SCALE 1'=5 0' 9119106 SCDHS COMMENTS EXISTING PRECAST GREASE TRAP DETAIL GROUNDWATER ELEVATION (APPROX EL ~:t PER 1999 SCDHS GW MAP) PROPOSED PREC;AST SEPTIC TANK DETAIL LEACHING POOL DETAIL PROFILE OF EXISTIING SANITARY SYSTEM No,2 SCALE 1'=5.0' S.CTM OIST 1000 SEC, 083 BLK 03 LOT4.S S.CDHS REF No.010-05-0019 Drawn by JJC Date, g11/2{~6 Condon Engineenng, P.C. 1755 Slgsbee Road Maffi~ck, NewYo~ 11952 (631) 298-1986 (631) 298-1986 fax www,condonengineeHng.com CUTCHOGUE BUSINESS 8595 COX LANE CUTCHOGUE, NY SANITARY PROFILES P-2 UNIT #7 UNIT #8 i UNIT ~ UNIT #3 UNIT #2 , UNIT #1 I Q Frortt Elevation UNIT#1 I L J MECHANICAL ROOM Right Side Elevation Left Side Elevation Scale 1/8" = 1'-0" UNIT#1 UNIT #4 UNIT ~5 UNIT ~.5 Rear Elevation Scale, 1/8" = 1'~7' JAN 1 0 2005 Revisions Date JnJUals Comments THE CUTCHOGUE BUSINESS CENTER 8595A COX LANE - SOUTHOLD, NEW YORK EXISTING ELEVATIONS Pmle~nfrinc:SP. CBc AppmvedEly: FIgureNo: JBM 1/8" = 1'-0"