Loading...
HomeMy WebLinkAbout1000-122.-7-6.8 . ......... ........ <*No- GENERAL., NOTES: r :�J THIS SITE PLAN IS FOR A PROPOSED NEW OFFICE BUILDING. MATTITUCK V A 2. ALL PLOT INFORMATION IS FROM A SURVEY By RODERICK VAN TUYI, DATED 2/7/78. -C� A-� 4-V J" I a 3- DOMESTIC WATER SHALL BE BY PRIVATE WELL. V e� 5 �, V POLL UNDCRGROUNO TO C� Izci> oc,,g- 4. ELECTRICAL POWER SHALL BE FROM A LILCO UTILITY THE BUILDING, DISPOSAL SYSTEMS SHALL THE SUFFOLK COUNTY IT 5. THE SANITARY WASTE COMPLY WITH DEPARTMENT OF HEALTH REQUIREMENTS. (SEF D�.SrGN SCHEDULE) SA?CID 6. ALL UNDERGROUND APPURTENANCES TO BE TRAFFIC BEARING. 7. ALL COVERS AND GRATES SHALL BE APPROVED TRAFFIC BEARING UNITS. 8- DRAINAGE PIPE SHALL BE 8" DIAMETER SCHEDULE 40 PVC. 9. ALL EXTERIOR CONCRETE SHALL BE A MINIMUM 01, 3 , 0110 P. S. I. dhbnk Y.C. 1-7 ' 10. AL1, NEW ASPHALT SURFACING SHALL COMPLY TO THE SOUTROLD TOWN CODE FOR PARKING AND ACCESS AREAS. -TEST HCLF PATb, � 11 . ALL TRAFFIC MARKINGS SHALL BE WRITE PAINT, EXCEPT FOR HANDICAPPED WHICH /Ey MRP ' P V SHALL BE IN POWDER BLUE. 12. THE PLANTINGS SHALL BE THOSE IN PLACE AND AS SHOWN ON THE PLANTING SCIIE- DULE FOR THE NEW AREAS. 13. ACCESS O STTR AE OAD PER T R NYS HOT PERMI . (f��IZ-Z' 7-0 (Ai�-17P4 �tJ T14. ALL CURBS SHALL BE AS SHOWN ON DETAIL. 7724A-Lf'rrIOa`a 47- I0 Ira c� 15- THE GRADING SHALL BE AS SHOWN ON THE PLAN. 16. SIGN SHALL BE AS SHOWN AND GROUND LIGHTED. n' WATER SUPPLY SYSTEM SPECIFICATIONS rel '.may DINGS 4e- 1. 5' WELL CASING LOCATED AS SHOWN TO A DEPTH RESULTING IN 40' ' T"CV- Z'l IS" S"n . ELL, P'�d' OF STATIC WATER. 6"PVCfiI plT�CSS 40,CN�drf? ',4A1110 650, E�Ow 2. 4" SUBMERSIBLE PUMP, Ik DROP PIPE 2HP & A MINIMUM OUTPUT OF 6' Ze tog5-4 c,. J 1 20 GPM @ 40 PSI. piposp-Am T'Iper Y� t1 SIT I I ;, . "0 "67,- O'L ceu~' 3. 120 GAL. DIAPHRAM TYPE HYDROIINEU14ATIC TANK. -v 4. IF IRRIGATION SPRINKLER SYSTEM, ADD DOUBLE CHECK r 'C relIr POLY W0��e 805Y OR EQUAL. VALVE FEBCO 4-,, Unauthorized altwt,,, nr T� HQN,SE PI-L,MQI�C' addition to this doCumeat is a �J 0 ViOl8flOn If section, 7209 of '0 the N" Rork Stet. Education V Q006 low. 0 -Z'4�' 5-'J9M6r-C;(:0 CoPies of tM, document net 0 Lf" bRISOM BtALDVAG bs"Ning the enghasse, hI rtaa.� 115 C"em , veal or embossed Seel SW not Valid copies P Lu tt, I JjrA�4,11C, �,�LIN) S'O.L. L E C�ENl D supr->L-11 V�I —1� CUT (NO V) 7 FIT Is , FRECA:J- P-1KI(q 0 0 -IL 112�Q WALL N L +q 48812 P ITCt+ ... .... 01 2 C'CIAT�c A, L r/ � ' Lo 9 2- CAsr iFVON COVERS \J 4 INLET 'VOIA. • IY 7 Cries I D Z04 J CLASS 2400 PIPE I CR EQUIVALEtir I I' Ow LINE 2400 PIP. i PITCHED MIN. V441111 PITIPIED ME% If Vr1r LICrrUl°C7 P41,,,, .':' ,v 2 Zoe, 11 1 — �VILE I- CIO,:) Pk-L-C�\ gig PL 41 MIN. Y b'� , W PC LEA­Hlu�- LIKICT" /N' C covc IN, I SEp T �L 1,4* 41 20 05C- DATA (ZoKlff 5 - 1 ) 0 A, t-A L;c :L z 'nNc N�(I : o wo) c' Jo3 ACCE N 7 CAL I - -T I�l,�hlS 419 - -1 D E, Na D VZ�D�\ 9 r' � 'J I C7A BLq 3 5 c, N, 77 1(", i (-�AL S�j --- ---- I'J tWD F "Ui�Pi-iy lot -7 IK TEk' "(INA, I :,LEI kINI, S 0 P/0 A C- 1 *4'� , MArr� T" )� r �-J\J 1 7 Al SEP 12M 0 C I-iE PLANNING BOARD Sy rF-1 ,7D� 7yy i 1, Z'5 APPIll I T l� SITE PLAN- PLANN. Site Plan for Brisgtti' dod gilkw.rth October 3. 1988 TOAD ��,LTTITLX- < Hy, -10%%fM C 3-5Z0 Y iU - 51j,� CF orAGK (A) conditions must be met prior to the The following four DAU issuance of a certificate of occupancy: THE WATER SUPPLY & SEWAGE DISPOSAL SYSTEMS FOR THIS SITE C6 -I c-,�a 1. All the drainage is to be resolved during construction. PL A Q SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SUFFOLK COUNTY H Z9'i Dow HEALTH DEPARTMENT REQUIREMENTS. STEVE O. TSONI*AKIS ASSOCIATES 11*y 2. the grading is to be coordinated with the adjacent Stype 632 ROANOKE AVE., RIVERHEAD, N.Y. (510)727-7411 property. NYS Department of Transportation I n DWG Ogr-71 DATE I T-l7Q",,4 SCALE REV Lli� 3. Obtaining a 239K permit from the fax the proposed curb cut OWNER I 4. The parking lot is to be asphalt. ------- 87-