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HomeMy WebLinkAbout1000-96.-5-8 (2) Fofi'1 w' m CC Cr � m >-� N J . J _I _J J CJ 6� 7oo 4 °4 W / �" Cn > Co W tz W f— a. Q Cf) W Z / / \ \ ¢ CL O Z U Q �� / \ /2G' �9�0 ern° ��s , .Lj -1 0W > z ^S U f– ¢ W O 06 / moi �'T W °hto Cn z W 0 IZ / / pA90 9iC�9��'' '9f' SUBJECT Q ¢ Z LL �. \ \�Qhs �� s �4 F PREMISES � M Q cr 0 co A'9oo \9 I T��� 'I!, `�'', w LIJ O / o Gs I Iz W p W Cl) (79 � Cn Q` � �t � tel- b- P`� r r r r r W O r r CV C\I Q \ CD LO O CA O 1— r O O 00 00 I) r r r O O o, \ / / o KEY MAP r9 1" = 877' v J ro 877' 0' 877' 1754' W LEGEND: ,�r'o, d �ZP / ��, / SITE-1 GENERAL SITE PLAN OP�J� Qj �� A �1O . . �ZPL& �� I �, F2o SITE-2 DRAINAGE PLAN c L �Q�PGPPt�P eo ��\�Q'G5��� / s SITE-3 SANITARY PLAN �r\G p � -IN � � ��'� P�o ��` / � � � y''y�, SITE-4 LIGHTING AND LANDSCAPING � �_ �'I'��P���`'g� �y�J• 5�� � I / 46 y���2�� SITE-5 DRIVE AND PARK CONSTRUCTION •� >- W O Cl �>\� a RISING SUN WOODWORKS = o / � / ��Q O�Q, I / / 4460 DEPOT LANE W U) o E Qi 41 / / CUTCHOGUE,TOWN OF SOUTHOLD C 00 SUFFOLK COUNTY, NEW YORK � O r- _ TAX MAP NO. 1000-96-5-8 U P D. 6 a O Q / �� PROPERTY OWNER: y \ \ �cQ� PETER & .MARY ANN HENNESSEY c/o MICHAEL DROBET PO BOX 5,15 46520 RTE:. 48 I �oQg Je• / tk L. C?P OjiQ. / / MATTITU"K, NY 11952 �n �� G\'a•� / \�G J��O o ' p . �'.�yAO / / SITE D�TA v o o� o a e °Je ��� GG' �� / o� ZONING CLASSIFICATION LIMITED BUSINESS DISTRICT s F F�oo�� �o �G�a `L -1 �e \� / / �� / / � EXISTING USE CLERICAL OFFICE AND STORAGE 3S 'z mss' ` •� ,SOP O Gj�' i / / �''� PROPOSED USE WOODWORK DESIGN, PRODUCTION & SALES /`r,C `� 'i •2. / �' / / TOTAL APEAOF SITE 2.110 ACRES /91,934 SQ.FT �c_ SETBACKS (FT.): • Q \ OL O / ,�� ONE SIDE YARD 20 a< , �y 9.t /-�-fjs ' SIDE YARD TOTAL 45 j y� G 9q �,1, REAR YARD 75 • 9• y. �� o�� s�<< '� C / / GO FRONT YARD AVERAGE OF NEIGHBORS (t60) • \ �0l���,������0�°� 9 (�� / / / �� � MAX. BUILDING HT. 35 — o�Q AREA OF EXISTING BUILDINGS 13,106 SQ.FT. (14.3%) • FPy }G��,y�Qo�cr��y PROPOSED ADDITION 504 SQ. FT. (0.6%) O �� P�y�° c,J� P \G� AREA OF BLOCK CURB 220 SQ. FT. (0.2%) X35 PJG���OG���r�;����` / / \5�Q' \� AREA OF ASPHALT PAVEMENT 12,591 SQ.FT. (13.7%) ° rX y���' ��������a' / / �4 G`Z` AREA OF PROPOSED GRAVEL 22,284 SQ. FT. (24.2%) ^ ��- v d . �Z"" Gr�p�i`�' ' / J`' ��' AREA OF CONCRETE WALK 2,944 SQ.FT. (3.2%) C,J r` �` / / / / \OQNATURAULANDSCAPED 40,285 SQ.FT. (43.8%) (1J •4ti� ., \ i COVERAGE: BUILDING ALLOWED- 18, (� (BUILDING) EXISTING AND PROPOSED R (20/a) Q O z / - 13,610 SQ.FT OR (14.9%) COVERAGE: (LANDSCAPING) _ 0. MINIMUM LANDSCAPED AREA REQUIRED- U tt '' '' J U-1 • �` / I ��� - 32,177 SQ.FT. OR (35%) � � O PROPOSED-40,285 SQ.FT. OR (43.8%) O = �... ., U • �\ / / ? � PARKING CALCULATIONS O W D . z O EXISTING PARKING: 15 SPACES • \ / pQ� ��a� (INCLUDES 1 HANDICAPPED SPACE) / z Q / O�Ph� PROPOSED PARKING: 38 SPACES LL < D I— O POQOS`` / (INCLUDES 3 HANDICAPPED SPACES) �^ Q z • v! � A ELI\ Q � w �a D � � L � � � zo � Z d — � W APR 0 3 2015 (((+) ' \ / yGy�� THE UNDERSIGNED,PURSUANT TO SOUTHOLD TORN CODE SECTION �' c m 230-131(1),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN y`k A$PRQVAL SL'GFORTIi 1.NT11E RESOLUTION OF APPRO%AL DATED Southold Town . ! RO AIEE ACCEP fED(SEE CONDITIONS ON RESOLUTION). Planning Board • • , s'�ti PLEASE FR1l1T NAME AUT1iOklLEU SIt,N,%1'UItL ITLE DA'I•E' ' a % \ / GENERAL SITE PLAN / MAJOR FEATURES A`''`t°,� BY AN '$ ,• T011T'CrG( SOI PLANNLtiG BOARD / ,. •. • . . .:; ., � / .�,0 `c`�I•.ro��� DRAWN BY. LR ofLA' SCALE: 1"=20' "-� DATE: 08.25.14 CHAIRPERSON SIGNATI'RE DATE 6 NOTE The approved sate development plan shall be valid for a period of eighteen 1>< SCALE: AS NOTED CO ALL SITE DATA FROM A SURVEY BY cess eontM hom the date of approval as par code Section 230-132A. NATHAN TAFT CORWIN, III, LAND SURVEYOR, JAMESPORT, NY CONTOURS UPDATED BY RISING SUN WOODWORKS 10.09.14 SHEET 4. ''- ELEVATION NAVD 1988 /102.16.00 / REVISED 08.07.14 • f 91,934 SQ. FT. / 2.110 ACRES / SCTM#1000-96-5-8 I OF 5 SHEETS DRAINAGE NOTES - COMMERCIAL _j _j _jo, w/ N J m 1. ALL PRECAST CONCRETE PRODUCTS TO BE AS PER LONG ISLAND PRECAST INC. OR EQUAL, AND TO BE SET ON CLEAN, (k�rO6o QHS_ UNDISTURBED GRANULAR MATERIAL CAPABLE OF SUPPORTING N DEAD, LIVE AND TRAFFIC LOADS. BACKFILL WITH CLEAN SAND TO W m T MINIMUM AROUND DRYWELLS. BACKFILL MATERIAL TO BE WELL / j°'� _W TAMPED (90% COMPACTION). ALL PLASTIC DRAINAGE PRODUCTS m W tz TO BE AS PER ADVANCED DRAINAGE SYSTEMS, INC. OR INVISIBLE Iz U) > 14 STRUCTURES, INC. OR EQUAL. PROVIDE SHOP DRAWINGS TO \ �,o > ARCHITECT FOR DUCTILE IRON GRATES ATOP INLET FITTINGS. c 2. ALL CONNECTIONS BETWEEN CATCH BASINS AND LEACHING / \ �O �y y Z U ¢ POOLS TO BE 15' DIA. CORRUGATED POLYETHYLENE PIPE OR AS H' P OTHERWISE SPECIFIED IN DRAWINGS. ALL CONNECTIONS a°�/ / \ \ ���'Gs 9�py 2fr ^� BETWEEN DOWNSPOUTS AND LEACHING POOLS 70 BE 6" W Q < U CORRUGATED POLYETHYLENE PIPE EXCEPT IN MULTIPLE J W I CONNECTIONS,WHERE DRAIN PIPE SHALL BE INCREASED TO 9"OR �p`'GG� �/s �9 °°`O s W W 0 Z � AS OTHERWISE SPECIFIED IN DRAWINGS. PROVIDE GROUTED JOINTS AT CATCH BASINS AND POOLS. / + _O 0 3. CATCH BASIN COVERS SHALL BE CAMPBELL FOUNDRY PATTERN / / \ \ O� 900 9/�C9/C�i c2 J,,� '`� �(�`�`+� ,roe°��~` ¢ ¢ C > Z C NO. 3408 OR APPROVED EQUAL PROVIDE FILTER SCREENS BELOW Z W cr p INLETS UNTIL ALL SITE WORK HAS BEEN COMPLETED. PROVIDE �0.�t�'` 10 F� 'Qy� a° C, > W v MAINTENANCE OF FILTERS UNTIL PROJECT IS COMPLETED. ALL G°� / '900 `°� SUBJECT W D W o DRAINAGE RINGS TO BE WRAPPED W/ 6 OUNCE NON-WOVEN ' / � � os tS`j �. � ^��� PREMISES CcW � 0 GEOTEXTILE FABRIC. IN_ET �a�, `rFL `�� G° ° U) W W 0 4. CONTRACTOR SHALL HAVE THE ENTIRE WORK AREA TONED FOR / 97`� 9�i ' �'� �`��°�c W U) 'IUD EXISTING UTILITIES. ALL UTILITIES SHALL BE CLEARLY MARKED / r OUT. LOCATION OF DRAINAGE COMPONENTS MAY NEED TO BE REVISED TO CLEAR UTILITIES. o / / \ EXSTG� INLET ro 5. THE TOP OF THE LEACHING POOL SHALL BE BOLTED SOLID TO THE / � �� \ ° LEACHING POOL RING. ALLOW FOR A 4' ADJUSTMENT IN � ELEVATION BETWEEN LEACHING POOL TOP AND INLET GRATES. ( V� >° 6. ALL TRENCHES, CATCH BASINS AND DISTRIBUTION POOLS SHALL P Lo c T W BE CHECKED MONTHLY FOR DEBRIS. ALL WATERWAYS SHALL BE / / 00 \ 2 - EXISTING 8'0 X 10' DEEP D R Y W E L LS +,�'y� •— N Q CLEANED OF ANY DEBRIS TO MAINTAIN PROPER FLOW AND �e EXSTG PERCOLATION. �O ���' -- "`� � RAISE INLET G RATES TO EL. 33.8 ' C 7. SYSTEM HAS BEEN DESIGNED FOR A 2" RAINFALL IN A 24 HOUR 35 o PERIOD.(5 YEAR STORM EVENT) / ' \ ,,--O O � / ^� INLET ,610, KEY MAP W 1" 877 4 / ' = ' 877' 0' 877' 1754' �N ETJ\\O\ co U cn P�. co PROPOSED SANITARY SYSTEM- EXSTG.. ti'` \ Q W CU N W/ 50% EXPANSION AREA ,gyp / � �o � \ Q C;) n EXSTG. / \ J� o `\ 1 1 I EXISTING SANITARY `NLET / �� o�\ �� ;! I / / HS-20 RATED LOCKING U) CLo SYSTEM TO REMAIN o,s ��Pe�P �6 / / CAST IRON COVER W ca NO, pz4' / � OR GRATE TO GRADE �/ _ 6 z 05 QP 0°` / / / �� GRADE cQ U ��� � QPoQP�o 2�ti 3°` 12" 6N. ' G �j EXSTG.LET .cp \ - 24" MAX. .Q, Et ��o �GJ�� ` _moi / ` -✓ / \�� INLET J ■ INLET / I tG+\�Q S�� / l / ��G� -+-3' M I N a _ . . ....: 3s ,SOP O g�' / / w� 0 ® ❑ ® O ® \ N 5 ppb •" / ti / / 0 ® ❑ ® E] ® .t 00 F P WRAP ENTIRE DRAINAGE > � > P STRUCTURE W/ 6 OZ. NON- aw $I CL • ii. �� TEST A\ HOLE ��,ysF�G �GWOVEN GEOTEXTILE FABRIC I - - --� •. . \ 6,,�i) �, / / / PS G ' •� •\ \� ��s / / / B;' / \GACKFILL MATERIAL TO BE .. �3S\ / o\��P \C CLEAN SAND AND GRAVEL ej \ STORM WATER LEACHING POOL w U �. 3 - NEW 8'O X 4' DEEP DRYWELLS W O / � o NO GROUNDWATER ENCOUNTERED INLET GRATES @ EL. 33.2 O z 0— 'sA� , APPROVED BY O z A; � EXSTGET �f��'•\�F\ \ N / �A, � �° PLANNING BOARD v off / H TOWN OF SOUTHOLD O O U = Cn AA / DATE O / awl W Z) .l 4� "—�kA L) •. .• ,�., �.� zLL • . I • \ \ o�� `� / NOTES: �- O W DRAINAGE SPECS SHOWN ONLY FOR NEW SITE CONDITIONS APR 0 3 2015 CD 0 z O DRAINAGE AT EXISTING ROOFS AND PAVED AREAS Southold Town z Q ELEV. 35.5 0.o AS PREVIOUSLY APPROVED AND INSTALLED Planning Board CD W O z P •a; •\ z Q . ' • / • \ \ ` . •/ ',��� BROWN SILTY Q \ LOAM RISING SUN WOODWORKS DRAINAGE CALCULATIONS RUNOFF ADJUSTED 2" EVENT RETENTION RETENTION USED: RETENTION RETENTION AREA DRYWELL DEPTH ZONE F2) FACTOR RUNOFF AREA (150% EVENT) REQUIRED 8'0 DRYWELLS PROVIDED PROVIDED •. ML 2.5 ( USED (�) (F) (F') O (D (F3) a.. ;. PALE BROWN DRAINAGE SITE & DETAILS / FINE TO • •' ' r° COARSE SAND A. ADDITION ROOF 504 1 504 2/12 84 1 2 84 100 DRAWN BY: LR SCALE: 1"=20' •' �� B. GRAVEL DRIVE/ o�o� �� 22284 .8 17827 2/12 2971 5 32 6752 227 ALL SITE DATA FROM A SURVEY BY .. . � ����G CO PARK - - DATE: 08.25.14 NATHAN TAFT CORWIN, III, LAND SURVEYOR, JAMESPORT, NY • a `ss� SP TOTALS 227aa 1x331 3055 6x36 224 • �(] \ 17.0' — SCALE: AS NOTED 4 • \vI CONTOURS UPDATED BY RISING SUN WOODWORKS 10.09.14 ELEVATION NAVD 1988 / 02.16.00 / REVISED 08.07.14 \ \ TEST HOLE SHEET :. \91,934 SQ. FT. / 2.110 ACRES / SCTM#1000-96-5-8 NO SCALE /NO WATER ENCOUNTERED TEST HOLE BY RODERICK VAN TUYL, PC 04.08.94 a p OF 5 SHEETS Fae,iN m ELEV. 35.5 0.0 O% W a BROWN SILTY cQ > LOAM m W � W U / ° s° ML 110 ti q �, ��;°F -� PALE BROWN / \ �O�LiyG`s�` �O'y 2-p� s"E ° '`•; "°"°��f U U H Q 2 a FINE TO o / \ G'GO101 ° � °a Q Z ' COARSE SAND / s� 9��, �'�. ° W Wci- g THERE ARE NO PRIVATE WELLS USED / \ os 9 �, SUBJECT a- U FOR DRINKING WATER WITHIN 150' \ �9 '�T�9,c �Fq� s`F J 4°� PREMISES Q z o > c / \ �G.�OO `I\G�j d"'°oo W Q Z C W N OF EXISTING OR PROPOSED SANITARY SYSTEMS °/ / \ �ssFo �% G ,� o o °C \F U �� > W O [ SP 17.0' / / ;' 90�os 9 I o�Gii'i OdrL I �'° � ��`'� OC D /wiFr 1 FCc9'G \ \ i �qL9� ' o°`+�" ��?2µ'GSF° w TEST HOLE / ; ��� I %� r � w °� U) NO SCALE /NO WATER ENCOUNTERED a--� ' '` TEST HOLE BY RODERICK VAN TUYL, PC 04.08.94 N ro Cc) (/`/�pP '� / / / \ I I F KEY IVB A P `` ♦ / / / \ / I ' / / 111 877' r r r V W o / / / a \ I 877' 0' 877' 1754' C° Lo o vi Q O r r (�I _` EXSTG / `� Q> \ r O O ap ♦O / ����• � / �_ NLET / �,c� \ / / / \ r r r p EXISTING PRIVATE WELL & ` ► G,�� / , LATERAL TO BE ABANDONED �,� 35- / � \ INLET;-�,; I j9 O � 1 190, RISING SUN WOODWORKS "+ / ( C O' 4460 DEPOT LANE W / ' / CUTCHOGUE,TOWN OF SOUTHOLD, �e`t° I °a SUFFOLK COUNTY, NEW YORK 11952 PROPOSED REGULATION j �� / 1 SSCTM# 1000-96-5-8 CDHS# PENDING MINIMUM SANITARY SYSTEM- J� INIS_, I \ SITE DATA U cn \5 c�� \ PROPERTY OWNER: PETER& MARYANN HENNESSEY O CAST IRON CLEANOUT TO GRADE P��P i' �`�'oJ0 ,k6 /.,__, c° c�\�l�, ( \ C/O MICHAEL DROBET X 545 1 - 8'0 4' LIQ. DEPTH 1200 GALLON / �GPS,�\�4� - , ���QG��� / I 1 / MATTIPO O UCK, NY 11952 VJ SEPTIC TANK -}-\5�\OQPS�� ���:� c�e�q o�co I 1 / �� ZONING CLASSIFICATION: LIMITED BUSINESS �f> .� !G Q� / eI �, �� �� \ ,�'\• CURRENT USE: CLERICAL OFFICE, STORAGE `� }. 2 - 810 X 6,5DEEP LEACHING POOLS PROPOSED USE: WOODWORK DESIGN, PRODUCTION &SALES < � Z EXSTG INLET TOTAL AREA OF SITE: 91,934 SQ.FT./2.110 ACRES W O cn W/ 50% EXPANSION AREA / \ < m \ b� HS-20TRAFFIC BEARING TOTAL AREA OF BUILDINGS: U LOCKING CAST IRON COVER AT GRADE ♦^ C EXSTG. i FINISHED LAWN GRADE EL.35.0 W/HS-20 TRAFFIC BEARING DOME ( / , }� O EXISTING SANITARY SYSTEM NLET / oQ.J� I / EXISTING: AS PER SCDHS C10-97-01 � •. AS PERMITTED IN C10-97-01 r' ` X O ` o,s J�QQ�'P `- / I - I, FRAME BUILDING (1 -STORY) W W cb E � _,,• ,0 ti �° �QP�C� I I OFFICE 1998 SQ. FT. L.J... 9� _ O �` O• INLET I � I METAL BUILDING A(1 -STORY) � / c !s - 0� QPQ`�GJ / / soRl IN ET P�� I WAREHOUSE 4980 - OQ O 2�" / / PITCHEDY•/P ------ �, I METAL BUILDING B (1 -STORY) WELL OVER 150 / \ - �- ����� QP�' ti / I I STORAGE o�4 �j EXSTG. t+� � _ `` �e`�� p T� PIJ __ / / /U'� I C3 o (p I TOTAL 8496 SQ. F7. (9.2%) ,TIS O �I /,\ MIN- III fl w 155 WATER SUPPLY: PRIVATE WELL Lu INLET ,� /Xsn� LL �i ©i� w 18 rn �� \��•�`�� / �,� �\ ��J\\O\ O 2 O ju Lu w1 ©: la PROPOSED: AS PER CORWIN SURVEY CITED v G` �� 0 0 EO' / r O / a I I \ d�' • �GJ�• ° }\� 1 � I I +'� --- �- I FRAME BUILDING (1 -STORY) e< 4u W O, \ 5 MINIMUM I BACKFILL WITH NON-MEDICAL OFFICE 2048 SQ. FT. FOv�a° �a• Q �C' / Y PENETRATION CLEAN SAND Q-1 / �j / INTO VIRGIN I AND GRAVEL BASEMENT 1963 (2048-85SF MECHANICAL) 3$ �' ` • ,�O O g� / / SAND&GRAVEL ' ' METAL BUILDING A(1 -STORY) ' rt \ c O� �ti / NO GROUNDWATER ENCOUNTERED GENERAL INDUSTRIAL 5009 \ ' '% h0 / BUILDING B (1 -STORY) (t. DOME TOP LEACHING POOL DETAIL GENERAL INDUSTRIAL 6049 PROPOSED METAL BUILDING BETWEEN A&B (1 -STORY) � - t ,•. : \ �rp� s,�ti�o I ,� � �\ � / � NO SCALE-SEE PROFILE � � ��� " • `' �° ���f Q \ �� OL 504 ,E 2 �• ����i �, r ,' / J TOTAL 15573 SQ. FT. (16.9%) • .` :' � TEST . 7F HOLE HS-20 TRAFFIC BEARING LOCKING F,f� i� CAST IRON COVERS AT GRADE PROPOSED WATER SUPPLY: PUBLIC WATER TAP(SCWA) \ <�\ O-� � "•7� O, / J\, W/HS-20 TRAFFIC BEARING SLAB PRIVATE WELL TO BE ABANDON E ►n G: 9F ZA �j FINISHED GRADE O c d \^ ~`�,�''< \ tiyo� j / / `�I / POP 4" ; ` SANITARY DESIGN CALCULATIONS o M •• - - • W INLET I.ALLOWABLE DENSITY o was / / \� \� MINIMUM " UTLET I I �y \ % TOTAL QUALIFYING ACREAGE: 2.110 ACRES G SDR 35 PVC PIPE k MINIMUM 4"0 Q �S✓ g G ( I I HYDROGEOLOGICALZQNE IV: 600 GPD MAX.ALLOWABLE DENSITY PER ACRE NEW 1 " METERED PUBLIC WATER / / J OREOUIV. L1 / 0��� w I SDR 35 PVC PIPE i 2.110 ACRES X 600 GPD: 1266 GPD ` `� PITCHED MIN.Y�"/1' o 'k OR EQUIV ` / W �O / / / �O� ��� =O PITCHED MIN.Yi'/1' , i '----� w SUPPLY W/ RPZ VALVE IN BASEMENT / II.DESIGN FLOW v / to I �t'O� ` CURRENT FLOW: AS PER SCDHS PERMIT C10-97-01 Qr. W USE SANITARY KITCHEN HYDRAULIC O > n VIEW THROUGH TOP SLAB OFFICE 1998 SF 0 GPD PD= NA 120 GPD O z 11 _ E LET / 2 � BUILDING A 4980 SF @ .04 GPD= NA 199 EXISTING BURIED ELECTRIC/ '���, / �o SLAB TOP SEPTIC TANK WAREHOUSE 199 GPD U 06 / p� ��` - BUILDING B 6000 SF @ .00 GPD= NA 0 TELEPHONE/CABLE LINES ' - ' / N / ��� NO SCALE-SEE PROFILE STORAGE ONLY' 0 GPD O �n 4u / TOTAL 319 GPD NA 319 GPD O / 1 = U) TO BE REPURPOSED �, °' / , � 25.2%DENSITY LIMI O F_ r , ' \ �y 'DRY AS PER COVENANT � � J / ��� PROPOSED FLOW:AS PER CORWIN SURVEY CITED z O NEW BURIED 3 - PHASE / / �' USE SANITARY KITCHEN HYDRAULIC Q CO POWER SUPPLY LINE TO \ � � � �J�_ / /---EDGE OF BUILDING NON-MEDICAL OFFICE 2048SF0 .06GPD= NA 122.88 GPD z � U OP 122.88 GPD LL / / 5�0 / 2 - 8'0 X 6.5' DEEP LEACHING POOLS BASEMENT STORAGE 1963 SF @ .04 GPD= NA 78.52 GPD I- O BUILDING 'B' WITH RETURN i /�` CoQ° OCKING HS-20 SPEC W/ MID-LEVEL CROSSOVER 78.52 GPD U) 0 z D, Q BUILDING A 5009 SF @ .04 GPD= NA 200.36 LEG TO BUILDING 'A' - _ f CAST IRON COVERS 1 - 8'0 X 6.5' EXPANSION AREA GENERAL INDUSTRIAL 200.36 GPD W > Q TO GRADE. 8" HS-20 LOCKING HS-20 CAST IRON COVERS BUILDING B 6049 SF @ .04 GPD= NA 241.96 V GENERAL 241.96 GPD \ FIN. FLR. ELEV. 36.0 SLAB COVER ON TANK TO GRADE. INDUSTRIAL* z O .- . : I.E. 33. GRADE EL. 35.0 I ELEV. 34.1 GENERALPROPSED WET INDUSTRIAL 504 20.6 GPDPD= NA 20.16 z • ' • \ / I I TOTAL 664 GPD 664 GPD '� \ A. . • \ ELEV. 33.0 I.E. 31. 1 52.4%DENSITY LIMIT) < I 1 'PENDING REMOVAL OF COVENANT �+/ ' • : .,:. s% %�< MINIMUM 4"� 55 // /FTMIN. 1/8"/FT MIN. ELEV. 31.4 ti 8'0 X 4 III.SANITARY SYSTEM DESIGN •� .. � SDR 35 PVC � 1 LEACHING I SEWER PIPE I.E. 31. LIQUID DEPTH \ I I EXISTING: a.' 1200 GALLON \---l.E. 31.3 I POOLS I REQUIRED: 2 X 319=638 GALLON SEPTIC TANK • I I 319 GPD/1.5 GPD/SF=213 SQ.FT.LEACHING AREA+50%EXP.AREA . . , , { ' / SEPTIC TANK I I PROVIDED: SANITARY SITE & DETAILS p ww\\ ELEV. 26.8 -3' 3'�I SEPTIC TANK 8'!2J X 4'LIQUID DEPTH 1200 GALLON SEPTIC TANK SCALE: 1"=20' \ � �' ��' ' I I ELEV. 24.8 LEACHING POOL 1 -a'm X 12'DEEP PRECAST DRAWN BY: LR X02 PROFILE 1 TOTAL LEACHING AREA=300 SQ.FT.(MINIMUM DATE: 08.25.14 ALL SITE DATA FROM A SURVEY BY PROPOSED: • ' , F°J°�° CJ BACKFILL W/ CLEAN I REQUIRED: 2 X 664=1328 GALLON SEPTIC TANK \ •' .. A - NO SCALE SAND AND GRAVEL APPROVED BY 664 GPD/1.5 GPD/SF=443 SQ.FT. NATHAN TAFT CORWIN, III, LAND SURVEYOR, JAMESPORT, NY `� S MINIMUM REQUIRED LEACHING AREA=443 SQ.FT.+50%EXP.AREA SCALE: AS NOTED \ '` �'cP• PLANNING BOARD CONTOURS UPDATED BY RISING SUN WOODWORKS 10.09.14 � � � NO GROUNDWATER ENCOUNTERED PROVIDED: • \. \ CONTINUE USING ORIGINAL SYSTEM AS PER C10-97-01 FOR OFFICE BATHROOM SHEET ELEVATION NAVD 1988 / 02.16.00 / REVISED 08.07.14 `� 4 TOWN OF SOUTHOLD 300 SQ.FT.PROVIDED WELL J/Gyp/ �/ FOR WORKSHOP BATHROOM AND UTILITY(SOUTH OF PROPOSED ADDITION) 91,934 SQ. FT. / 2.110 ACRES / SCTM#1000-96-5-8 � DATE ` � SEPTIC TANK 8'0 X 4'LIQ.DEPTH 1200 GALLON LEACHING P+R FOR NG POOL 2-d'f71 X 6.5'DEE ROOM O LIKE EXPANSION TOTAL LEACHING AREA=300 ADDITIONAL SQ.FT.PROVIDED(135%) OF 5 SHEETS �o4a,iw EC >- cr_ CC Ir 0/ N J J J J CO to 700 / % f Et W / m E > CL � VISA CL CO 0'�'iy//�� 9C',9 °neo � Z Cl) Q I— ay�2 ;�� �.�' _, v w EE Z ,� Gs C, 0 / \ �O/s9 ! SUBJECT a 0W W T� PREMISES Cl) Q W W 0 Cr >a s </ �j,p �� 1��o° W Q Q 0- 0 A \ sT�F T� G`9 1° Cn 0 0 EC 3 - RAB LIGHTING WPLED4T50Y OR EQUAL 90� 9 o�G�cd w �� °~ °�� > w O 0 50W DARK SKY RATED WALL FIXTURES / \ s',L�rLs�� ��� °M°� 'c����� 4�� ° W p MOUNTED AT 15' ABOVE GRADE �, / / '�� s� G9T% ����, w ° U) Cn 75 WATT INCANDESCENT LAMP IN 0 5"0 CYLINDER FIXTURE MOUNTED - KEY MAP / 1 - 877 r r r Uj 6' ABOVE GRADE P / / / \> \ 877' 0' 877' 1754' o LO o N 00 7 9j oaf ;n 40 (n .� mew` �� Rr.l krr+'u•n.nl MwodM1rt«., iM)A. V 40,Alo A� F no ; . I o 'C1� ��-° Q\. �p O \ ,� O N c0 coi AOk , .�\5P\ �jg� / f i GJ�O �,0�� ^ \ I 30 I I t. i a- I C i '^ i I I � > / '`per• ' ca CID l 41, W Co 0 t 00 Ca ��� p = Q V r r i `V AWN -- Q � r`� r 04& zip& O�/ I v^ � -.00 � •rr 2.� as � I I --• .>!-...-�� ' --- ' F: / ark -IS IV�'•� s O � d ,\ ). V� di0 .•IS -9Q 115 A5 1310 ys� 0 d o s � I �'+� t/ ylJ E t. CYC ��'" �'/ dl!✓ \� ` 3�� < FOOTCANDLES AND BEAM DIAMETERS ,. r' -�, •�O� ti � • . S�j ,� 9,�G,c9 s� / Y Q� AT 30„ABOVE FLOOR Ltca` ' • . �5� DIA. OF CIRCLE FIXTURE OPENING • a• �� \ HOLE .t� ��21�Oi �' G4 ILLUMINATED ABOVE FLOOR �n 4.0 130 creat./OR127M14 • \ �� F�'�F�Oi / �� � � / J��JQ� 7.1 FT. . s Fr. ',NPLED4T50Y - �� •�`2(�l / ��,' / \G 2,2 Ultra high output•high efficiency 50 Watt LED wallpacks. Patent Color:Bronze Weight:34.a lbs \ Q' 9.7 FT. 7.0 10 FT. Pendin airflow technology g p \ j / g ogy ensures Ion LED and driver lifespan. 5 • .. •' ^ \ 1i / J, •� / idfh� a�� I// G�P� Year Warranty. - ' �—/ All U/�/_ P\ 12.3 FT. 1.3 4.4 12 FT. ,�(� a`y A : \ \ / J O I � J5 ��G 1 .9 FT. 9 / 1 FT. LED Info Driver Info _ / /j/%ll1 C!� CL .��i • \ •-�., / �� � fw � Watts: 50W Tyre: Constant Current/ CobrTemp: 3000K(Warm) 120V: 0.46A\ �n / � _ Q' 75 WATT INCANDESCENT LAMP Cobr Accuracy: a2 20aV: o.27A A P \ d \ / //���� ��� A� /PCO 5"0 CYLINDER FIXTURE voLttsp.n: ,00000 z4ov, o.23A APR 0 3 2iJ'l5 �n/ V `/ LM7RLumens. 4,195 277V. 0.20A + v Efficacy: 81 LPW Input Watts: 52W _,,,,w•,,.� O O Z Z LIGHT DIAGRAM Efficiency: 06% Southold Town _ _ �� / — � � Planning aoarc�r---- ( , Technical Specifications 3: v •! / �\ I / �� - �� � ti„• Incandescent 5•Cylinder Outdoor UL Listing: Thermal Management: 0 O Wall Mount Suitable for wet locations as a downlight. Superior patent pending thermal management design O 2 A• with external Air-Flow fins provides maximum U V . I�'_ . a. : � � o Lifespan: operational life,even in high ambient temperature a� 100,000-hour LED lifespan based on IES LM-80 results environments. W and TM-21 calculations. • ; Housing: Z O / \���r I / IES Classification: Die cast aluminum housing,lens frame and mounting a ( / 42 — Finish The Type IV distribution(also known as a Forward arm Q06 '' • / / ,��.� % / McWIc Dfinensiens pnches) Throw)is especially suited for mounting on the sides of • \ \ / Q`� /��� Cataley No. Inr,xe White Mad; Gray Lamins A a C D buildings and walls,and for illuminating the perimeter of Mounting: Z LL Ca / �! ►5674 -20 -30 -31 12 1-75w►AR30, 5 7-1/4 a 2-112 parking areas. It produces a semicircular distribution Heavy-duty mounting arm with"O"ring seal b stainless O W A. A d O 65w BR30 with essentially the same candlepower at lateral angles steel screws. Ia , ' ,\ O OQ \� / \� from 90•to 270•. O Color Consistency: a Z LEDs: 3-step MacAdam Ellipse binning to achieve consistent PS674 / I • •; �� \ Multi-chip,high-output,long-life LEDs fixture-to-fixture color. t ' ) W ' v .a. \ p'� IF Rating: Color Stability: O U A , Ingress Protection rating of IP66 for dust and water. LED color temperature is warrantied to shift no more Z O • = ���� ` �O o `” Driver: than 200K in CCT over a 5 year period. FO (0 U) •. • I11� ('�Gj ),.!;. Constant Current,Class 2,1400mAr 100-277V, Color Uniformity: MIT Q 50-601-1z,0.8A,Power Factor 99% RAB's range of CCT(Correlated Color Temperature) ��rr ON: �N A� follows the guidelines of the American National THD: Standard for Specifications for the Chromaticity of Solid • .a s t A�� O`� ' 6.9%at 120V,7.8%at 277V State Lighting(SSL)Products,ANSI C78.377-2011. �C APP ROVED BY Q `�� 19R I c Surge Protection: Reflector: a .. r �. / 6kV surge suppression protection tested in accordance Specular vacuum-metallized polycarbonate i4nPLANNING BOARD Gaskets: with IEEE/ANSI C62.41.2. . .. , Specifications: LANDSCAPE PLAN •' : : / � p High temperature silicone gaskets TOWN OF SOUTHOLD feneral 4ptons Ambient Temperature:40* : �9 / \ /�I w\ -Extruded aluminum.125 wall thickness -Bronze finish-specify•20-suffix Suitable for use in 40•C ambient temperatures. v one piece cylinder Finish: DRAWN BY: LR �� •White finish-specify"30•suffix / �D/ •Cast aluminum wall bracket Cold Weather Starting: Our environmental) friend) polyester powder coatings LIGHTING LAYOUT • % �` DATE •Black fin 6h-specify"3,"suffix y y p y F 9 ' ` �' �-o �� •f Si74-Down lighting y specify•i2•suffix The minimum starting temperature is 40•F/40'C. are formulated for high durability and long-lasting color, 11_ 1 ' •-. j I�\\\\���r°� �� •Metallic Gra finish-s t DATE: 08.25.14 SCALE: 1 -20 and contains no VOC or toxic heavy metals. ° ` cess •interior finish matches exterior finish Labeling � ...( -Covers SCALE: AS NOTED ALL SITE DATA FROM A SURVEY BY 4r .• .'e D •UL-CUL wet location 1,sted-P5674 L I G H T 1 N G •Coyers arty outlet box Tach M.Ir Line:Gia RA41000 Email:tales@nbweb corn On 1he w.1 at:www nbwnb corn SHEET NATHAN TAFT CORWIN, III, LAND SURVEYOR, JAMESPORT, NY ` \ •Cast mounting bracket is 4-1/2'square C.P,ryht 02014 RAS Lrahbg int.AM Rights lit ved Np Net.Salkab.na are suit"bnee..chary, fl-d nee.. ►q.107 \' •Outlet box mounting bracket supplied CONTOURS UPDATED BY RISING SUN WOODWORKS 10.09.14 \ . . \ permitting attachment of unit to wall a ELEVATION NAVD 1988 / 02.16.00 / REVISED 08.07.14 with°neamostl��ble set so" ((�III��I11r+I11I f^r���' Pot Of Lighting 5 Electrical 91,934 SQ. FT. / 2.110 ACRES / SCTM#1000-96-5-8 Spat Office cox 5704 •Medium base porcelain socket with Spartanburg,south Carolina nickel plated brass screw shell 29304-5704 Rev.1/04 www progresslighting.mm OF 5 SHEETS M 2 I 41 T_i J _I J J m - N o � / /0" cn > al m W cr W / a CC C F' CnW Z / \ \ "�"E� __ Q a °°N " f— C/) C1) 0 10 U dZ O / 26� '9 �o� 6 � W W 9�- SUBJECT °- ¢ Z w •m / O T " � PREMISES C� Z W O / \ A ,sA- �� s( of �o 5 w Q z oC o O A "o'er` , w w o�'° � w > /INLET I �OG� \ I !�`�, lr�` �.o� ��'+os� w C U)t / INLET �\--i \ ` n,//O � �r"C> (/) 41 / ' I - d /A 14 ExSTG p O� 11 / I I I KEY MAP t1 1 T7 1'- T / / \ / / 1 = 877 T- w T— o o ap > �x\ / / 877' 0' 877' 1754' o r c�'v Q Q INLET i' TOP Item 402.096301H 1 "---_r INLETEXSTI = Item a A02JCJ611M I v/ 'Lp INLET / / / I j'^ existing pcav't N 61NDER Item�Olgk"O m < v j ry Item 402.14L�OIIM i �W BASE Item 4023lDQOIM t < Item 40231&gOIIM SL 1 � EXSiG. 4 / Item 11304.1011 IN _ CC) RCI,1w 0 o3 M03(PULL DePTw O (O \J\p / I O DETAIL �r (NO RE5URFACIN�,?) = T— / / G GP r G !�• cY I 1 / \ MEETING EXI5T.A5PNALT PAVT U) C OQp.g,�g4 / ��c� �0 O 5F\ I / �� ITEM 10403JO-103 SAW CUTTIN&ASPHALT/COW-FEETE � ■� :3 'EXSTG. / \ \ \ / O INLET \` � LC / \ TOWN OF S O U T H O L D CO / \ \ STANDARD STONE BLEND ROADWAY U MET C O 00 Cu L / / / Right-of-Way Right-ef-Way O �— Q U 49 QQ` Q� / / / I 121 _ 6,.EXSTG NLET IT'S V-0. 1i'-0" ROAD SECTION 3'-0" (I J EXSTO INLET ' O 0 V.<.PP �0 I 3" CROWN 00 / SLOPE. 1:3 TOPSOIL r G✓ /�' �fi MAX. TO TO BE I. � �, r \ �► +( EXISTING CLEARED GRADE r c \ _n° s�t� t / o _ � � ()G 0 L / ,�\ 2" COMPACTED WEARING COURSE �{-�`-7/ 3/4.• STONE {LEND 3s�. • ,' �`G / / / / / �•(i FINE GRADE : GO f" COMPACTED RASE COURSE � EXISTING SANK RUN OR OTHER •, •' T95� ( / / / / I? SUITABLE MATERIAL Az \ 6, [�C,� NO SCALE \•� \ 1i / / ice'- \�I / G�P� Praparai awA Approved 1y DRAWDrG Recomeaded By: Sup"teadest of XUbvays VM ..� 5 `? / O\� \� JAMES A. 12CITE1< April 20, i!!s 1. 5—a ^ 4000 J�GG ARCRITECT ND L. Jr MIS TE CJ J a z •41 •: \ � � / � P� TOWN OF SOUTHOLD STANDARD ASPHlLLT ROADWAY O O Z O s 0 ET — � light-of-Way Right-•[-Way U 'd Li• SO' - 0., APPROVED BY Q. �' O I— LL 1 I I 2 LLI N 30 0 i� Z O ] y ww PLANNING BOARD 2s' - 0" 2s' - o" I �� W a \ / PJB I o 10'-O" i'-O" !'-0" !'-0" i'-0" 10'-0" C� — • / � / TOWN OF SOUTHOLD Z L � DATE 7 O CI) IA .: o/ZO If• ROAD SECTION ^ z (n I •: C''� ^•tet 3" CROWN. t r^ w W ---- k": 1. (typicall k":1' Z C) O >n - O • / TOPSOIL v/ . •. •. • • \ SLOPE 1:3 i.• , \ / EXISTING 20 BE CLEARED GRADE RAKED L SEEDED • •''. O'G1 T"uve)—y I .'• •' T1.LL NE16NT GIAiO'A FINE GRADE rr,,,� 2 k" {INDER COURSE • • • • ,b / + +�-',- 5Ea NOTE FCX= 4" COMPACTE2 BASE COURSE .: •�'• ASP1/A.1 DRIVE14AY 3/4" STONE {LEND OR O� ROADWAY SPECIFICATION PLAN DRIVEWe AY cn• sccTTON CRUSHED CONCRETE DRAWN BY: LR • :�nJ NO SCALE DATE: 08.25.14 • • Prepared and Apprwel By D{JIWING • . P�� �. D�° SCALE: 1"=20' ' • �` Racosalaoded By: $UPI ■taadest of ■ighvays if1Ri3II • a ass DRIVEKAY 5ECTION A-A a ALL SITE DATA FROM A SURVEY BY SCALE: AS NOTED x141 ■.,� JAMES A. RICBTER ' fitfl� , April 20, 1993 15- 3 ?�' \ NATHAN TAFT CORWIN III LAND SURVEYOR JAMESPORT NY ARCHITECT Rw"r'°Nn L. JACO{s DATE 1 SHEET • CONTOURS UPDATED BY RISING SUN WOODWORKS 10.09.14 lTh d • � I.DETAS 5140NETTiOD OF SLOmNi Aho GONSTFLGTMDRT S V[1•lANS Y APRO . +• . \ !wrcG i Oq Tme 7 S e,,Ay s;5 IT-;T AL'(; m)r_VrD 1 •DIRT• or 17 H 6 NOT • ELEVATION NAVD 1988 / 02.16.00 / REVISED 08.07.14 s,e-TWXTE e 0 T enA Yar 41ee.Or'E IBRD or yr lTCM soaazol Alo GOI TTtUGTeD TO TFa^LAYO'I' NTJ SLOf'[3 Q3 u u 1�0 91,934 SQ. FT. / 2.110 ACRES / SCTM#1000-96-5 8 REM I0605.2"A5f'NALT CON!1PCTE 51DEM4,LK5 AND OTGYGLE P•^TN5 OF 5 SHEETS