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Home My WebLink AboutHighwayI _ - o ✓ 2 ~ ^ iT � -T P L rT 50 p x v x r _ w• x x n 40 - i 30 I 1 i • ^' ti +i+ J fJ G C7t rP i i q, e Q) T C' P n x L t cr s Oj Q)- - �) Y T f n� L f 0 r' ; Q) r �U J) 1 N ~ = ^ _ - c, Ty jJ x o , r n J, LP i T N , I 1 ' eP k (T 50 n rn p T P I, -71 50 T x \ r O \, GEN EDGE n'E�/max uE 8TO �E 'U ROAD)�iV) r n / 6 E , �.. •PecotllC 30^, Pecor V Duch Pond � ?t Pcmt _ 15 • ' •• 56 00 -• z \ • t 25G --Sounb CSG �•. ' ' . •'z . / '�j BM VQ 29 PROP SED SCALE ° .y ATS SCALE HOUSE • East Cutchogue. E CUTCHOGUE LANDFILL Al Cutchogue Sta •� _- ''�'�"' e Sacrd Hear, Tower sem•- c Cem ^\rmS °cam , s. �: `+ F h •'\. '�' 11�j � CutchoRue• \�, \' - S'j�' �► �' S 0 U T H 0 L D \y S �✓ l _ : —; Waterville • PO �j/, •':E 000 ,11n1`[y Ve i i;�� ar •w •',� •\ C9tue,i �' .2� ��' .:Il 1 »\``�`�fi\�✓ �Fc✓/E' CVtchogue�os2e. Harbor \' 1, North Fork 6. /ESS )i'nl%Fit 20'. — Country Club l Marsh T Horses Z. Pt i a LITTLEPECOA•IC BAY / _ .. .._� 1 - - --- --- I i -,/.'• -. 1 - it I' '"` _ - ` 1 LOCATION MAP T— - UNDERGROUND TELEPHONE S TOWN OF SOUTHOLD Drawn 6y: Drawing No: PROPOSED PAVEMENT IJG - SITE PLAN NOTEST- TRAFFIC SIGN Checked Q��,, Scale: SINOTED INSTALLATION OF G,R. 01 TOpoG�PAF'�/y F,Po,I., 7o�oc�4�y�c n�A� ® HIGH TENSION Re�iewe�/ Date: COn.�P/LEd eY PNOTOGPA/HET.P/G' I�IETNoI�S ELECTRIC TOWER JAN 1987 ar Cao �e4�s /tiC. FL /GA17- ,DATE r /- 28 -84 Revisions TRUCK SCALE AND SCALE HOUSE Q C01/T01_//' /LATER✓AL 2 FEET �e- — - UNDERGROUND ELECTRIC Q3 SEE S�/EE7 s o� s FOP AT CUTCHOGUE LANDFILL Unauthorized alteration or�O QROFESS10Nq� addit;cn to this document is a �f G. TS c _ _ _ _ ..yr,?:: n 7209 of r,1`�� °NTS % 1 RUCK SCALL /1S BUILT Consulting Engineers ngineers 516-752-9060 the Hf -_w '`wte Education � Architects •Planners 516-727.3480 �"k 201.227-8050 Cop:c� cf not Environmental ScientistsREDL/ bearingt::cs•dovr�. seal or ernbosscseol shaEl not fS$A be considered valid copies. STEVEC. TSOI'ITAKIS ASSOCIATES Qy Holzmacher, McLendon & Murrell, P.0 L3 �� 632 nOANOKE AVE., nwEnI1EAD, N.Y. (516)727-7411 nG Melville, N.Y. Riverhead, N.Y. Farmingdale, N.Y. Fairfield, N.J. DWG. 1,r' I j >cnI FJREV ± Sheet Title: Sheet $7-OC,3 /��/�',1 /1S ��OTI "ALTERATION OF THIS DOCUMENT EXCEPT BYA SITE PLAN &LOCATION MAP I Of 5 LICENSED PROFESSIONAL IS ILLEGAL" I 0 • R c� �Q. �/Z i/81 , It SCALE: 17- 2000' LIST,OF DRAWINGS SHEET NO. 1 - SITE PLAN L LOCATION MAP SHEET NO. 2 - TRUCK SCALE - FOUNDATION PLAN SHEET NO. 3 - TRUCK SCALE ASSEMBLY SHEET NO. 4 - SCALE HOUSE & ELECTRIC SCHEMATIC SHEET NO. 5 - SOIL BORINGS GENERAL NOTES 1. CONTRACTOR SHALL INSPECT CONSTRUCTION SIT: PRIOR TO SUBMISSION OF BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS TdEREAFTER. 2. THE CONTRACTOR SHALL NOTIFY HOLZMACHER, MCLENDON i MURRELL, P.C. AT LEAST 24 HOURS PRIOR TO THE COMMENCEMENT Or THE WORK (TELEPHONE 752-9060). THE SAME NOTICE SHALL DE REQUIRED WHEN RESUMING WORK AFTER ANY STOPPAGE OR DELAY. 3. THE CONTRACTOR SHALL PERFORM DAILY CLEAN-UP OPERATIONS WHICH IN- CLUDE REMOVAL OF DEBRIS AND EXCESS CONSTRUCTION MATERIAL, ETC., TO THE SATISFACTION OF THIP OWNER AND TEE ENGINEER• 4. DURING ALL NON -WORKING HOURS, THE CONTRACTOR WILL BE REQUIRED TO STORE ALL EQUIPMENT AND MATERIALS WITHIN THE AREA DESIGNATED BY THE ENGINEER AT.THE PROJECT SITE. 5. CONTRACTOR SMALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. 6. CONTRACTOR IS TO COORDINATE ACTIVITIES SO AS TO MINIMIZE INTERRUP- TIONS TO LANDFILL OPERATIONS. 7. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND SUBJECT TO REVISION IN ACCORDANCE WITH ACTUAL FIELD CONDITIONS, AND SHALL DE SUBJECT TO THE APPROVAL OF THE ENGINEER• 8. SHOP DRAWINGS FOR SCALE, SCALE HOUSE AND ASSOCIATED ELECTRICAL EQUIPMENT SHALL BE SUBMITTED WITHIN SEVEN DAYS OF CONTRACT AWARD. 9. ALL FOOTINGS TO DEAR ON UNDISTURBED SOIL. 10• LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRIC AND TELEPHONE CON- DUITS, STORM DRAINS AND UNDERGROUND PIPING WERE OBTAINED FROM EITHER OLD MAPS, SURVEYS, DRAWINGS AND RECORDS SUPPLIED BY OTHERS. THE OWNER AND ENGINEER DO NOT GUARANTEE OR ACCEPT RESPONSIBILITY FOR ANY DAMAGE TO SUCH FACILITIES DUE TO DISCREPANCIES IN LOCATION AND SIZE SHOWN ON THE PLANS, NOR WILL ANY COMPENSATION DE MADE TO LEGEND THE CONTRACTOR FOR ANY INCONVENIENCE CAUSED HIM BY ENCOUNTERING THE AFOREMENTIONED UTILITIES WHICH ARE NOT SHOWN, OR INCORRECTLY SHOWN, ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMIN- ING THE LOCATION OF ANY UNDERGROUND UTILITIES, GAS MAINS, ELECTRIC AND TELEPHONE CONDUITS. -80— - PROPOSED CONTOUR 11. THE CONTRACTOR IS ADVISED THAT THE PROJECT SITE IS AT AN ACTIVE LANDFILL SITE AND, THEREFORE, CAUTION SHOULD BE USED DUE TO THE x a4. 2s - EXISTING SPOT ELEVATION PCTENTIAL EXISTENCE OF METHANE GAS. 12. CONSTRUCTION OF FACILITY SHALL CONFORM TO ALL APPLICABLE STATE AND —x X— - EXISTING FENCE LOCAL CODE REQUIREMENTS, THE SPECIFICATIONS, AND SUBJECT TO THE APPROVAL OF THE ENGINEER. - EXISTING TREE & WOOD LINE o - UTILITY POLE Designed By CH Project No SORT or 03 T— - UNDERGROUND TELEPHONE S TOWN OF SOUTHOLD Drawn 6y: Drawing No: PROPOSED PAVEMENT IJG - SITE PLAN NOTEST- TRAFFIC SIGN Checked Q��,, Scale: SINOTED INSTALLATION OF G,R. 01 TOpoG�PAF'�/y F,Po,I., 7o�oc�4�y�c n�A� ® HIGH TENSION Re�iewe�/ Date: COn.�P/LEd eY PNOTOGPA/HET.P/G' I�IETNoI�S ELECTRIC TOWER JAN 1987 ar Cao �e4�s /tiC. FL /GA17- ,DATE r /- 28 -84 Revisions TRUCK SCALE AND SCALE HOUSE Q C01/T01_//' /LATER✓AL 2 FEET �e- — - UNDERGROUND ELECTRIC Q3 SEE S�/EE7 s o� s FOP AT CUTCHOGUE LANDFILL Unauthorized alteration or�O QROFESS10Nq� addit;cn to this document is a �f G. TS c _ _ _ _ ..yr,?:: n 7209 of r,1`�� °NTS % 1 RUCK SCALL /1S BUILT Consulting Engineers ngineers 516-752-9060 the Hf -_w '`wte Education � Architects •Planners 516-727.3480 �"k 201.227-8050 Cop:c� cf not Environmental ScientistsREDL/ bearingt::cs•dovr�. seal or ernbosscseol shaEl not fS$A be considered valid copies. STEVEC. TSOI'ITAKIS ASSOCIATES Qy Holzmacher, McLendon & Murrell, P.0 L3 �� 632 nOANOKE AVE., nwEnI1EAD, N.Y. (516)727-7411 nG Melville, N.Y. Riverhead, N.Y. Farmingdale, N.Y. Fairfield, N.J. DWG. 1,r' I j >cnI FJREV ± Sheet Title: Sheet $7-OC,3 /��/�',1 /1S ��OTI "ALTERATION OF THIS DOCUMENT EXCEPT BYA SITE PLAN &LOCATION MAP I Of 5 LICENSED PROFESSIONAL IS ILLEGAL" I 0 • R c� �Q. �/Z i/81 , s m A A I C yCg060LT yE X AV T - .S<1 FET y .BU�1pE.P 3 �2 r. �GALE�NT 5 /�E - GPoUT GL<17 (T✓P.� /S,4FET y BUMPER i ' I / /TYoI _SFE nETt1/L 11 vAFETY Bclti�pE-� (Tyv) Ex/sr 3�' P.4V_-"6AAr NEW Ptd VA4A1 r TO MEET' EX/ST/NG SLOPE AS ,PEO' D. . N � .I ,0 �I PgVEMENT TN/S ' S/OE COn/T�N6ENCY /rEM A/o 1 . I � 1 SL oPE sc �B — I I SECTION B -B kt,E_r BOT. Off' FTG EL . 40. 4 X10 -'" •1 C4i�_j TRUCK SCALE - FOUNDATION PLAN 1 V j1 Unauthor:zcd alteration or additio6 i'O ',"Ys documnnt is a violation. c' '. n 7209 of the N.—,q ''w Education Copierc•, , lh:nt not I '¢ bearing t:.e c �'sz��rs ink9d seal or embosscc: sial shall not — --- — --- -- -. _.-- bev considered valid copies, SECTION A -A NOTES: 1. ALL FOUNDATIONS SHALL BEAR ONLY ON SUITABLE MATERIAL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT. 2. THE CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOIL BENEATH THE AREA OF THE SCALE AND ROADWAY APPROACHES. THE CONTRACTOR SHALL BE PERMITTED TO DISPOSE OF THIS MATERIAL ON-SITE AT A LOCATION TO BE DESIGNATED BY THE TOWN. THE TOWN SHALL WAIVE ALL DISPOSAL FEES. UNSUITABLE MATERIALS SHALL BE�DEFINED AS HAVING A MATERIAL CLASS RATING OF 11-65 IN ACCORDANCE WITH N.Y.C. BUILDING CODE C26-1103. 3. THE TOWN WILL MAKE ON—SITE BACKFILL MATERIAL AVAILABLE TO AS �'E S�'E_c S THE CONTRACTOR AT NO COST TO THE CONTRACTOR. ONLY BACKFILL �. MATERIAL MEETING THE REQUIREMENTS OF THE SPECIFICATIONS SHALL BE UTILIZED IN THE PROJECT. ALL BACKFILL MATERIAL -+-' SHALL BE SUBJECT TO TESTING AT THE EXPENSE OF THE CONTRACTOR AND THE DIRECTION AND/OR ACCEPTANCE OF THE ENGINEER. 4. TOPS OF PIERS SHALL BE SMOOTH, LEVEL AND TRUE TO PLANE. 5, SLAB AND FOOTING IS DESIGNED FOR 4000 PSF SOIL BEARING. 6. LIFTING EYES SHALL BE PROVIDED ON WEIGHBRIDGE. 7. CONTRACTOR SHALL NOT WELD ON WEIGHBRIDGE AND RELATED STRUCTURES WHILE IN CONTACT WITH LOAD CELL ASSEMBLIES. 8. ALL CHECK RODS SHALL BE LEVEL AND TRUE TO PLANE, BOTH HORIZON- TALLY AND VERTICALLY, AFTER SCALE HAS BEEN COMPLETELY SET. 9. TRANSMISSION CABLE FROM LOAD CELL TO INDICATOR SHALL BE IN ONE INCH MINIMUM DIAMETER GALVANIZED STEEL CONDUIT. TRANS- MISSION CABLE SHALL BE AT LEAST 24 INCHES FROM ELECTRICAL LINES AND MAY CROSS AT 900 ONLY. 10.SCALE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION MANUAL. 11. SCALE SHALL BE DESIGNED, MANUFACTURED AND INSTALLED TO MEET ALL SPECIFICATIONS AND TOLERANCES AS SPECIFIED BY THE NATIONAL BUREAU OF STANDARDS HANDBOOK 44. 12.CONTRACTOR SHALL USE NON—SHRINKING GROUT FOR SETTING GROUT PLATES. 13.SCALE PLANS ARE FOR REFERENCE ONLY, AND SHOW TYPE AND LAYOUT OF EQUIPMENT SPECIFIED. CONTRACTOR SHALL FURNISH SHOP DRAItiINGS OF PROPOSED EQUIPMENT IN ACCORDANCE WITH SPECIFICATIONS. SECTION C -C 0 4'-0' O " L E k,--Z- SECTION ,EG CO,VG. 5LQ6? EL . 4G,67 — .PE/NFO.PC/NG TO Z3,- /A/4D E/n✓p / CA Te D FO.p Fool/IVG. D L L-6U/DE 2q/L �TyP.� � (SEE OE774AL6 Ty/6 SHEET N 0 d'VE/6NB,e/06E �- G�eDUn/p Roo . .s �'-3"C-C r Yo. �- POST�TYP� (s'EE OETA/LS TN/SSNEET) L LOLI p CELL ASCEti 16/ Y" I CELL C�IP<}C/TY SO,OOD/bs �Gv �E'EOU/�sED� — — — — --- -- -- _ --- - - -----T- -- ---Z-- , 1- i P�1VE.NENT <PEQ O. UNOER C'O/VT/NCE/vc y /TEM Al -e / P,+VEMENT 'ee-o GOn1C - TN/S 610"rl"e7 SL B O GU/DE Rf1/L CTYp.� <SE E DETA/L) P4 VEA,,fENT /TEEN it/E / Nj CNEcK Kno CHEI'/� Ron BR�1 C� T TRUCK. SCALE ASSEFOBLY - PLAN $GALL ? �' =/=0•, ' SGft L E SF'L/CE PLATE - - CNEC11C ROO &PICKET Ti /N7-EQCD//SECT/O/`./ 46SEMBLY ..a SECT10im D -D COA�/C. CURB (ry,, J e P<JVEMEN r �PEQ O. T�-//S' CONTQ4CT - TRUCK SCALEASSEM,BLi'----� l PAVE.V1EVT SLOPE NOT GPE4TE2 7-A4A./ TO MEET -- - - - to 0'-O" SCALL : ?G" =/=0' 4 4 4 4 4 4 4 4 i--�- r TO EDGE of Ex /sr/tiG ,OC'4 VEAvIEn/ 7 GUFDE RAIL LAYOUT & PAVEMENT PLAN NO scd 1-E Ra/i•/n ent� �� t'VE/6gOP./106E CELL SA- IEL0 - CARDINAL. MopEt. (cot,o 'SRC, r.9/L,5 !?< < , ),^�('�t_ 7_E__F""' GROUND ROS TO PQOrJECT (o„ABO✓E GROUn./�> �C.�ti/T/Nv0 u S) 3 PiPO/�D.SEO GR'4 OE 2 y • CO/vCAPE TE ,4 0,44 CENT .eO40W4Y , 6,r 4P�.P04CN r of ' PAD J �2 P.PE�Ii10UL OEO - EXF�4NS/o n/ til4TE•P/tJ 4 CURB DETAIL NO SCAL E NOTE: SEE 5A7/ / X 3 FOR L/M/rS 00-PgV/N6. PAVEMENT -DETAIL OEF1 ECT/OA/ ��s��8r CLEA�gNCE f!S NOTE/ r c z 0�2U6ATE0 STEEL O - N✓SOOT TYPE 6-TDP -WKSOOT TYPE 6-6/AIDER S TOn/E• gLEn/D 5A56- N --- STP 5 p, " O NE,t : 11EAo STD BOLT, Wq-SHEk' $ AJO7- 4160, /A/5TALI- PA VEMENT F -LA T PG -4 TE WA Sr-rEK e 6 C K UP pL.4 TE 11 � OF"F S�7- BLOCK W•5.a3(o-14"LOn/6O , Tr -II POST -16TH y3(oW6eg•5-5= SN/h7 A S RE'p FOR SPA ,' -7 /N6 6 '- 3 O, C . PRO, -Ek AL 1GNME�/T OF ?A/L- /L OTF_ 5 1 -q LL BE GAL t�qn//Z E"D. PROVIDE- WK<{Kq e0UN0 7't�Rn'1/N.qL $ELT/Oti/ A T Lq L L ENDS. 0 6U/Oe RAIL //VSTALLAT/OAJ SHALL COn/FO,eM TO CO[l�1TY0� SUFFOLK DPW STANDARDS CORRUGATED BLOCKED OUT GUIDE RAIL (140 CURB) Unauthorized alteration or addition to this document is a Vlol3 r*,G-1'. .' OSl 7209 Of may` A the R -,-j =Education QRpF ESS10N�� I la+:�. G. TSO i Copies of t;,!i� c'e=-�ment not Nl��"F bearing t: c g'neers inked seal or embossed seal shall not �;;1�j{SCIII; be considered olid copies. �° 4281 �`�� p F Designed By: Proje( FThf STAZEQ SC_H SOH Drawn By: Drawl Checked Bytes I Scale VVV / �/`` n c w/ COA/C. a / �P4/NT ExPOSEp SU.PFA CE (54FETy YELLOW) C/POWIV To SNEI� W4 TE,Q - CONC. 11=7001-111,16 SE T. G,41 -V. EYE 60L7' /N CAP SAFETY BUMPER DETAIL ,,P67.41,6 - .3,18 W = /'- o i PAVEMENT CONT/A/GE<t/CY ITE" N -f IN Conic. SLAM SGA�E ----1-7-r f/ovsE j � COA�/C. CURB (ry,, J e P<JVEMEN r �PEQ O. T�-//S' CONTQ4CT - TRUCK SCALEASSEM,BLi'----� l PAVE.V1EVT SLOPE NOT GPE4TE2 7-A4A./ TO MEET -- - - - to 0'-O" SCALL : ?G" =/=0' 4 4 4 4 4 4 4 4 i--�- r TO EDGE of Ex /sr/tiG ,OC'4 VEAvIEn/ 7 GUFDE RAIL LAYOUT & PAVEMENT PLAN NO scd 1-E Ra/i•/n ent� �� t'VE/6gOP./106E CELL SA- IEL0 - CARDINAL. MopEt. (cot,o 'SRC, r.9/L,5 !?< < , ),^�('�t_ 7_E__F""' GROUND ROS TO PQOrJECT (o„ABO✓E GROUn./�> �C.�ti/T/Nv0 u S) 3 PiPO/�D.SEO GR'4 OE 2 y • CO/vCAPE TE ,4 0,44 CENT .eO40W4Y , 6,r 4P�.P04CN r of ' PAD J �2 P.PE�Ii10UL OEO - EXF�4NS/o n/ til4TE•P/tJ 4 CURB DETAIL NO SCAL E NOTE: SEE 5A7/ / X 3 FOR L/M/rS 00-PgV/N6. PAVEMENT -DETAIL OEF1 ECT/OA/ ��s��8r CLEA�gNCE f!S NOTE/ r c z 0�2U6ATE0 STEEL O - N✓SOOT TYPE 6-TDP -WKSOOT TYPE 6-6/AIDER S TOn/E• gLEn/D 5A56- N --- STP 5 p, " O NE,t : 11EAo STD BOLT, Wq-SHEk' $ AJO7- 4160, /A/5TALI- PA VEMENT F -LA T PG -4 TE WA Sr-rEK e 6 C K UP pL.4 TE 11 � OF"F S�7- BLOCK W•5.a3(o-14"LOn/6O , Tr -II POST -16TH y3(oW6eg•5-5= SN/h7 A S RE'p FOR SPA ,' -7 /N6 6 '- 3 O, C . PRO, -Ek AL 1GNME�/T OF ?A/L- /L OTF_ 5 1 -q LL BE GAL t�qn//Z E"D. PROVIDE- WK<{Kq e0UN0 7't�Rn'1/N.qL $ELT/Oti/ A T Lq L L ENDS. 0 6U/Oe RAIL //VSTALLAT/OAJ SHALL COn/FO,eM TO CO[l�1TY0� SUFFOLK DPW STANDARDS CORRUGATED BLOCKED OUT GUIDE RAIL (140 CURB) Unauthorized alteration or addition to this document is a Vlol3 r*,G-1'. .' OSl 7209 Of may` A the R -,-j =Education QRpF ESS10N�� I la+:�. G. TSO i Copies of t;,!i� c'e=-�ment not Nl��"F bearing t: c g'neers inked seal or embossed seal shall not �;;1�j{SCIII; be considered olid copies. �° 4281 �`�� p F Designed By: Proje( FThf STAZEQ SC_H SOH Drawn By: Drawl Checked Bytes I Scale VVV / �/`` n c w/ COA/C. a / �P4/NT ExPOSEp SU.PFA CE (54FETy YELLOW) C/POWIV To SNEI� W4 TE,Q - CONC. 11=7001-111,16 SE T. G,41 -V. EYE 60L7' /N CAP SAFETY BUMPER DETAIL ,,P67.41,6 - .3,18 W = /'- o --PA N EL. r N� DE ICE LOAD DESIGNATION LOAD FEEDER t t 2 I 30 20 SPARE L/GA/TS- OU77p00A2 $14 QE �j Q /Z � Z � / 20 PECEPT. RECEPT L/GAITS-SC4LEI,/OUSE S.�'�►APE •5 .5 Zs`�` /2 2 � /2 d PA :CIR BKH. Y FLUSH MAIN /00 AMP. VOLTS /20/208 GoNz FEEDER 3-*`/ USE FROM L)P til, COLCECTiOn/ cNrR, 130T