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Home My WebLink About50844-Z - x TOWN OF SOUTHOLD � BUILDING DEPARTMENT r = TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50844 Date: 6/2012024 ........ ........ Permission is hereby granted to: 56655 Main Street LLC clo Jonath na '....Tibett. -.-..... _--_.. . 20wwSt6ny Hillmmm-Pa th _wwww Smithtowns NY 11787 _...._ ....._ .. _... ...._....._ _...... ......___ ........ To: Construct a control building accessory to a commercial hotel as applied for per ZBA, Planning, DOT and SCHD approvals. At premises located at: 56655 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 61-3-15 Pursuant to application dated �1/1712024 m and approved by the Building Inspector. To expire on ......l2/20/2025 Fees: COMMERCIAL ACCESSORY BUILDING OR ADDITION $462.00 CO-COMMERCIAL $100.00 Total: _ $562.00 D- -—------——--------------- Building Inspector �t TOWN OF SOUTHOLD—BUILDING DEPARTMENT f Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 litt .//NSW. southoldtowiiiiNr.t,)yy, Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 5 C OV( Building Inspector: 12Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:January, 16,2024 OWNER(S)OF PROPERTY: Name:Enclaves Southold LLC successor to 56655 Main St LLC SCTM # 1000-63-03-15 Project Address: 56655 Main St. Phone#:(631 ) 367-0050 Email:AVG@GiambertoneArchitects.com Mailing Address: 95 Hopper Street Westbury NY 11590 CONTACT PERSON: Name: Andrew V. Giambertone Mailing Address: 62 Elm St. Huntington NY 11743 Phone #:(631 ) 367-0050 ]�Emai':AVG@GiambertoneArchitects.com DESIGN PROFESSIONAL INFORMATION: Name:Andrew V. Giambertone & Associates, Architects, PC Mailing Address:62 Elm St. Huntington NY 11743 Phone #:(631 ) 367-0050 Email:AVG@GiambertoneArchitects.com CONTRACTOR INFORMATION: Name:J. Petrocelli Contracting Inc„ Mailing Address:100 Comac Street Ronkonkoma NY 11779 Phone #:(631 )981-5200 Email:Phil@petrocelliinc.com DESCRIPTION OF PROPOSED CONSTRUCTION 5ONew Structure ❑Addition 'Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other d" r- $28,000,000.00 Will the lot be re-graded? @@Yes El No Will excess fill be removed from premises? ®Yes END 1 PROPERTY INFORMATION Existing use of property:Residence/Bed & Breakfast Intended use of property: Hotel / Restaurant Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to H B I this property? ❑Yes igNo IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By fprint name) , ndrew V. Giambertone R'Authorized Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF LY, } ' � - being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the t (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this )� day of 20_ " Notary Public LISAAVILES NOTARY PUBLIC, STATE OF NEW YOB PROPERTY OWNER AUTHORIZATION Registration No. 01AV6386632 Qualified in Suffolk County (Where the applicant is not the owner) r ommission Expires January 28,20 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 �s ,3f't,, A mid ry 'M S\ .,a,✓^rr � � 'a rtlre n�+rw y;,'Nw•.,�s:$�Rl,.m e�.� r J j' - ♦r s % _ r % •■t+lr+ �.:=�•1; ", �� '�3 31 E� jty,`"s>,u,'s ` 0Av, r'♦\::''., / �'%,y,.r„^.,,."<"".—`de`�`,:� p�� r /r�'"rf9� '♦^"a w Jff'+. � ��'< � s,,^,`r f .- ..,a;=f. f..e',." ++ �j . at ": a w + �r.°'„ =sr1�/'`G..,. + rr,�' `t�z a�y`;a l:/ +-W`*""`�a,4 ("'_..��r. + .say, J� - it ff >!« .� •. yy r�`; ° + ! a''•':.. 'f ✓/' #, r f;'�•,y tra ras ,1S &1 + m ae�a.-^¢.ak:,_'y �' } tf a J�+d`¢✓'=.`=^".:..M,.. `� 1 auk ". ± J m'gTHEE CLAVES �+,\ ^., /% t k,.��':,,,�✓,"'.."'' �a is «sr'��. y`\ "�+ � it .,. .. "f:. - �.._ �*�~�'y$"h� -ap^.�r�� A r '"b?,.c® e�.fr + tip 't..,✓.'z �! o s y ��:��r-, �„ '}" L//�� `d4.°i � ��.�',�"`&` Yfj�`.�;�m. ��Y t,e ��%; ,,a r� °'' \.: ,` ,f;«• _ �1, a `� ` ', �y",-��` tt y t� CLIENT DRIVEN SOLUTIONS •a t f / r `"*�,w tcta J .� t « f «�: �° ♦+ .'`` . ;. <' P.W. GROSSER CONSULTING ENGINEER \\<;.. SOUTHOL owl' O �F SOUTHOLOUmmh' • '�*•°• a ° .„.,.. ® C i<' .._ - ., ,r:.;;r ' % « 1 y,.:s v t"z f�' �. . - �__.._'."♦ f�, �. m. � I'. y ' . '— ®i " AND HYDROGEOLOGIST, P.C. 630 Johnson Avenue.. Suite 7 rri `< •a 'w°''�� r':;` iR W+� % `ss 1 Bohemia. NY. 11716-2618 Phone: (631)589-6353. Fax: (631)589-8705 E-mail: INFO@PWGROSSER.COM c,if*+r a ` �y .�-��f u��m� ��l'�'n ``� a�y.;a~�"��`'�,��pd,p.^"�'""5.✓�E�' �'. ftK .} „"°'^.,.•^.-;,.. ' CONSULTANTSSUFFOLK COUNTY EW YOFKw gL` ✓a f r\ f v •I *l`° <"l`.YY..... �r !y s t^ % �' '4 Ei -A, o c:♦ lra%wry" * e,,, %•:� *l ,a �r" t f CAI. .4 r,.>: w `\,i�' tt♦ `i! ..:..` '..^; r;i s ft m;r a r°.�i""°`;,t ,/��, r d lr ,ga f f .G ity t .ao ,.� tf,��x� fiM '`,r♦t l {t/ at��. '�� `,``ia'.! w •``4� r»° * r/ y �,,.y i.-,g lf� G•n Y4 tr✓' �.o° 'aj� _� wrA ({I'tir *x•gW� • r ,, 1., R rt'�� L FL Vq FR0 """"� 03EF AGr der �,�' \;�,,•.�, r: l^�� '�`--� � `',,.� -.� �(i '0 \< Will— •J,t << 7 L w$ l L� i M`y ,. 3 8 i n' « •�" yr} c--». `"'^ > y t 'tip,,b ^i� ,� xd '"'ro. yj';,3"��(✓ €.l6ta� PIP€I€�3 1 Nlhk-w Hill i t' Sk„ ( r ?y } f t 1 AN r `I DEPARTMENT tip , ....... d '�,3`�'t#: M a r" a ` ^w-;• " .� REFERENCE r'l' �%� F... :-; 1 .y... "". `<� \i�✓'f �• v, e . R.�:",. 'v�ra�....,��, d °�t t�«a. Jre''a"'«"r'w4`• . ISSUED FOR: SCDHS ENGINEER: t °;; r<+• ......., l..-._ 4 tip_. t _rt a♦w r %` t% L3 ¢, e .^r_--{,--- w'�✓P`* + �' r # —..,....... `', a: /1 r j � c,•.. .r e�. r'`{ b s,�` jsr �d:l.+,�:dx w�w-1 s're„i•l`,ps s�i�r.�* �a�• �:., °7:�,;a ♦" t�� . } �/I }• � f` �,{". M: � .,W. � r i�l�x.. ® r 61 P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST P.C. Pri . 081 7i,;�,.:- 11716 AVENUE, SUITE 7, BOHEMIA, NY LOCATION MAP .. D TEL (631) 589-6353 FAX (631) 589-8705 13 REVISED PER CLIENT 05/22/2024 12 REVISED PER SCDHS COMMENTS 04/01/2024 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 N 0. TA TITLE 10 REVISED PER CLIENT 02/28/2024 9 REVISED PER CLIENT 01/31/2024 8 REVISED PER SCDHS COMMENTS 11/22/2023 1 . G-1 TITLE PAGE 7 REVISED PER CLIENT 10/24/2023 2. G-2 GENERAL NOTES & LEGEND 5 REVISED PER CLIENT 09/01/2023 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 3. G-3 BORING DATA 1C'1 J 0 ma 0 mi 3 REVISED PER SCDHS COMMENTS 06/05/2023 REVISED 1Q9 2 1 PER SCDHS COMMENTS 03/21/2023 4. C-1 OVERALL SITE PLAN 1 REVISED PER SCDHS COMMENTS 11/17/2022 Number Revision Description Revision Date 5. C-2 PARTIAL SITE PLAN COUNTY: OWNER: Designed By DateSubmtted 6. C-3 PROFILES AND SITE RPZ DETAILS THE ENCLAVES Drawn By BAG/LT Date Created 11112022 7. C-4 SITE DETAILS I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 56655 ROUTE Approved By BAG Scale AS NOTED SOUTHOLD, NY 11971 gent 8. C-5 SITE DETAILS II OFFICE OF WASTEWATER MANAGEMENT THE ENCLAVES 9. A-1 ARCHITECTURAL DETAILS AND CODE COMPLIANCE 360 YAPHANKAVE, YAPHANK, NY 11980 56655 ROUTE 25 TEL (631) 852-5700 SOUTHOLD, NY 11971 10. A-2 CONTROL BUILDING FLOOR PLAN Project 11 . A-3 CONTROL BLDG. ELEVATIONS AND SECTIONS 1 THE ENCLAVES PROPOSED SEWAGE 12. S—'I STRUCTURAL NOTES 13. S-2 CONTROL BUILDING FOUNDATION & ROOF PLANS TREATMENT PLANT . I 0" 14. M-1 HYDRAULIC PROFILE AND PROCESS FLOW SCHEMATIC SCDHS: C-22-0081 Project Address: 15. M-2 CONTROL BLDG. MECHANICAL PLAN SITE: 56655 ROUTE 25 Sour ROUTE, TOWN OF SOUTHOLD 16. M-3 PROCESS TANK DETAILS SOUTHOLD, NY 11971 SUFFOLK COUNTY, NEW YORK 17. M-4 PROCESS TANK DETAILS SCTM#: 1000-63-3-15 County Tax Map Number 1000-63-3-15 Contract Number LOT Regulatory Reference Number. 6.75 18. M-5 PUMP STATION AND SCREEN DETAILS GWMZ:AREA: ZONE I Title of Drawing' GWMZ: ZONE IV 19. M—b MECHANICAL DETAILS BUILDING CLASSIFICATION: COMMERCIAL COMMUNITY 20. E-11 ELECTRICAL SITE PLAN 21 . E-2 ONE LINE DIAGRAM AND CONTROL BLDG. POWER PLAN S11EET 22. E-3 CONTROL BLDG. ELECTRICAL LIGHTING PLAN 1 's Drawing Number. ��-13F NEW), PNDREW W� C� Sheet of o `rF�A 092523 �� 1 22 ir FESS10 g PWGC Project Number: wti Unauthorized alteration or addition to this drawing and related documents AVG 180 3 w w is a violation of Section 7209 LL o of the New York State Education Law 0 o J a a 1 I "wNfal, DEPARTMENT OF WASTEWATER MANAGEMENT GENERAL NOTES SCDHS GENERAL NOTES GENERAL SPECIFICATIONS PLAN LEGEND: 1. NO CONSTRUCTION SHALL COMMENCE UNTIL THE FOLLOWING 1. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND PROPOSED HYDRANT LOCATIONS CONDITIONS ARE MET: DIMENSIONS PRIOR TO PROVIDING BID PROPOSAL.THE A. PERMIT TO CONSTRUCT A WASTE DISPOSAL SYSTEM CONTRACTOR WILL BE RESPONSIBLE FOR FIELD FIT AND (SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - WWM QUALITY OF WORK SATISFACTORY TO SCDHS AND THE ENGINEER. 48' EXISTING CONTOURS CLIENT DRIVEN SOLUTIONS FORM 2) HAS BEEN DULY ISSUED BY THE SUFFOLK COUNTY NO ALLOWANCE WILL BE MADE ON BEHALF OF ANY ERROR OR 39 PROPOSED CONTOUR DEPARTMENT OF HEALTH SERVICES (S.C.D.H.S.). NEGLECT ON THE PART OF THE CONTRACTOR. P.W. GROSSER CONSULTING ENGINEER B. THE CONTRACTOR OR HIS REPRESENTATIVES HAS NOTIFIED 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL x(as.$) EXISTING SPOT ELEVATION AND HYDROGEOLOGIST, P.C. THE S.C.D.H.S., IN WRITING, OF HIS INTENTION TO COMMENCE MARK OUTS FOR ALL UNDERGROUND UTILITIES AND SERVICES IN +(39.0) PROPOSED SPOT ELEVATION 630 Johnson Avenue.. Suite 7 CONSTRUCTION AND HE SHALL SUBMIT AN ACCURATE SCHEDULE THE AREA AND RELOCATE THEM AS REQUIRED THROUGHOUT THE Bohemia. NY. 11716-2618 OF ANTICIPATED WORK PROGRESS AT LEAST 14 CALENDAR DAYS PROJECT PER PREVALENT CODE. DRYWELL WITH SOLID COVER Phone:(631)589-6353. Fax: (631)589-8705 PRIOR TO ACTUAL COMMENCEMENT DATE. IF FOR ANY REASON O (LEACHING) E-mail: INFO@PWGROSSER.COM CONSTRUCTION IS TEMPORARILY SUSPENDED, A WRITTEN NOTICE 3. CONTRACTOR WILL BE RESPONSIBLE FOR COMPLIANCE WITH OF SAME SHALL BE TRANSMITTED TO THE S.C.D.H.S. AND A FEDERAL, STATE, COUNTY AND LOCAL SAFETY CODES. DRYWELL WITH OPEN GRATE COVER CONSULTANTS WRITTEN NOTICE OF RECOMMENCEMENT OF CONSTRUCTION (LEACHING) TOGETHER WITH A REVISED PROGRESS SCHEDULE SHALL BE 4. CONTRACTOR WILL BE RESPONSIBLE FOR RESTORATION OF TRANSMITTED TO THE S.C.D.H.S. AT LEAST THREE (3) WORK ANY AND ALL DAMAGE TO ANY STRUCTURE, GRADE, ASPHALT, DRYWELL WITH CURB INLET DAYS PRIOR TO THE ACTUAL RECOMMENCEMENT DATE. PAVEMENT, ETC. AS REQUIRED BY AGENCIES HAVING � (LEACHING) JURISDICTION, AT NO ADDITIONAL COST TO THE OWNER. 2. ALL WORKMANSHIP AND MATERIALS FOR SEWER CONSTRUCTION, 5. CONTRACTOR SHALL EMPLOY ALL SAFETY MEASURES e CURB INLET AND TESTING; THEREOF, INCLUDED IN THIS PROJECT SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE S.C.D.P.W.'S INCLUDING SHEETING AND SHORING TO PROTECT EXISTING (NON-LEACHING)SPECIFICATIONS FOR SEWER CONSTRUCTION INCLUSIVE OF ALL STRUCTURES AND PEDESTRIANS. REVISIONS AND ADDENDA THERETO. IN ALL CASES WHERE AREA DRAIN CONFLICTS EXIST BETWEEN THE CONTRACT DOCUMENTS AND THE 6. CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL B CATCH BASIN,OUTLET AS SHOWN ON PLAN LATEST REVISIONS OF THE SPECIFICATIONS FOR SEWER CONSTRUCTION DOCUMENTS PRIOR TO SUBMITTING THE BID. (NON-LEACHING) CONSTRUCTION, THE INTERPRETATION AND RULINGS OF THE CONTRACTOR SHALL INFORM THE ENGINEER FOR ANY OMISSIONS S.C.D.H.S. SHALL BE BINDING. AND OR DEFICIENCIES. OSEWER MANHOLE WITH 3. DURING CONSTRUCTION, THE OWNER SHALL RETAIN A NEW YORK 7. CONTRACTOR SHOULD COORDINATE THE WORK WITH ALL SOLD COVER STATE LICENSED PROFESSIONAL ENGINEER WHO IS TO BE PRESENT AUTHORITIES HAVING JURISDICTION. TO OBSERVE AND EXAMINE THE WORKMANSHIP AND MATERIALS 8 CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO THE LEACHING POOL WITH BEING INCORPORATED INTO THE PROJECT. THE ENGINEER SHALL BE SOLID COVER THE SOLE JUDGE AS TO WHETHER THE CONSTRUCTION PROVIDED IS INSPECTIONS BY THE ENGINEER,SCDPW AND SCDHS. IN COMPLIANCE WITH THE REQUIREMENTS. AT ANY TIME DURING 9 ALL MATERIAL, WORKMANSHIP, INSTALLATIONS PROCEDURES AND O CLEANOUT THE COURSE OF CONSTRUCTION THAT THE WORK IS DEEMED MAINTENANCE OF TRAFFIC SHALL BE PERFORMED BY THE UNACCEPTABLE, A STOP WORK ORDER WILL BE ISSUED AND ANY CONTRACTOR. GROUNDWATER FLOW WORK PERFORMED AFTER THE ISSUANCE OF SUCH AN ORDER -�� DIRECTION SHALL NOT BE ACCEPTED BY THE ENGINEER. ALL WORK AND/OR MATERIAL FOUND UNACCEPTABLE SHALL BE REMOVED AND CONTRACTOR'S SCOPE OF WORK AND SPECIFICATIONS D DRAINAGE PIPE REPLACED TO THE SATISFACTION OF THE ENGINEER BEFORE WORK 1. THE CONTRACTOR SHALL COORDINATE ALL ASPECT OF THE WORK WILL BE PERMITTED TO RECOMMENCE. THE SCDHS WILL WITH THE ENGINEER TO ASSURE THAT CONTEMPLATED WORK IS PERIODICALLY INSPECT THE PROJECT TO SEE THAT THE COMPLETED IN TIMELY MANNER. 8"PVC(DR-1 8)SEWER PIPE CONSTRUCTION IS IN COMPLIANCE WITH THE APPROVED PLANS AND S 6"PVC(DR-1 8)SEWER PIPE FOR ALL HOUSE CONNECTION SPECIFICATIONS. ANY DISCREPANCIES WILL BE CALLED TO THE 2. THE CONTRACTOR SHALL HAVE APPROVAL OF ALL (UNLESS OTHERWISE NOTED) ATTENTION OF' THE ENGINEER BY S.C.D.H.S. REQUIRED SHOP DRAWINGS ON SITE BEFORE START OF ACTUAL �1 N CONSTRUCTION. 8"PVC(DR-1 8)WATER MAIN MNCE NO. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE W 2"COPPER(TYPE K)WATER LINE FOR ALL HOUSE CONNECTION ] CONSTRUCTIONSITE IN A SAFE NON-HAZARDOUS CONDITION ALL IN 3. CONTRACTOR SHALL PERFORM THE FOLLOWING WORK: (UNLESS OTHERWISE NOTED) J IM ACCORDANCE WITH THE REQUIREMENTS OF THE ENGINEER, THE NEW FURNISH AND INSTALL, AS SHOWN ON PLANS, NEW HOUSE 1"COPPER(TYPE K)WATER LINE FOR STP CONTROL BLDG YORK STATE DEPARTMENT OF LABOR, OSHA, AND ALL OTHER TRAP CONNECTION, CLEAN OUTS, MANHOLES, AND GRAVITY (UNLESS OTHERWISE NOTED) AGENCIES HAVING JURISDICTION. UNLESS OTHERWISE ACCEPTED, IN SEWER PIPE. WRITING, BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL E 2 ELECTRIC LINE ERECT AND MAINTAIN TEMPORARY FENCING AROUND SEWER 4. THE CONTRACTOR SHALL WARRANT ALL MATERIALS AND SCDHS: C-22-0081 TRENCHES OR: OPEN EXCAVATIONS WHICH WILL REMAIN OPEN AT LABOR FOR ONE YEAR FROM FINAL ACCEPTANCE IN ADDITION THE TERMINATION OF EACH DAY'S WORK. THE ENGINEER/OWNER, OF THE STANDARD MANUFACTURER'S WARRANTIES. ANY T 2"TELECOMMUNICATION LINE OR HIS REPRESENTATIVES, ASSUMES NO RESPONSIBILITY FOR DEFICIENCIES DISCOVERED DUE TO INSTALLATION SHALL BE SAFETY CONDITIONS AT THE SITE, AS THIS IS UNDER THE SOLE REMEDIED BY THE CONTRACTOR WITHIN 48 HOURS AT NO 13 REVISED PER CLIENT 05/22/2024 CONTROL AND COMPLETE RESPONSIBILITY OF THE CONTRACTORS CHARGE TO THE OWNER. 12 REVISED PER SCDHS COMMENTS 04/01/2024 AND HIS SUBCONTRACTORS. PROPOSED THRUST BLOCK 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 10 REVISED PER CLIENT 02/28/2024 5. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE WATER LINE CONSTRUCTION REQUIREMENTS 9 REVISED PER CLIENT 01/31/2024 FOLLOWING REQUIREMENTS ARE FULFILLED TO THE SATISFACTION OF 1, ALL TYPES INSTALLED PIPE SHALL BE PRESSURE 8 REVISED PER SCDHS COMMENTS 11/22/2023 THE ENGINEER' AND DEPARTMENT OF HEALTH SERVICES. TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE 7 REVISED PER CLIENT 10/24/2023 LATEST EDITION OF AWWA STANDARD C600. » 6 REVISED PER CLIENT 09/01/2023 EVIS A. AS EIUILTn 5 R ED PER SCDHS COMMENTS 07/26/2023 RECORD DRAWINGS SHALL BE PREPARED IN PROPOSED VALVE 4 REVISED PER SCDHS COMMENTS 06/30/2023 ACCORDANCE WITH SCDPW REQUIREMENTS AS OUTLINED IN NOTE 2. WATER MAINS ARE TO BE DISINFECTED IN ACCORDANCE 3 REVISED PER SCDHS COMMENTS 06/05/2023 10B. WITH AWWA STANDARD C-651-14, OR THE LATEST REVISION. 2 REVISED PER SCDHS COMMENTS 03/21/2023 1 REVISED PER SCDHS COMMENTS 11/17/2022 GENERAL NOTES 3. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES Number RevisionDescnption Revision Date COLLECTED AFTER DISINFECTION ARE REQUIRED AT A MINIMUM PROPOSED SANITARY FLOW DIRECTION 1. ENGINEER :HALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. Designed By Date Submitted MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY BAG/LT THE CONTRACTOR, NOR FOR THE SAFETY OF THE PUBLIC OR Drawn By Date Created THE CONTRACTORS' EMPLOYEES, OR FOR THE FAILURE OF THE PROPOSED PARSHALL FLUME W/SONIC LEVEL METER LT 11/11/2022 Approved By Scale CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH BAG AS NOTED . THE CONTRACT DOCUMENTS. Client �/� THE ENCLAVES 2. ALL EXISTING STRUCTURES WHICH ARE TO BE REMOVED SHALL \S;,''i%\\ 56655 ROUTE 25 BE BACKFILLED WITH SELECT GRANULAR FILL WHICH HAS BEEN PROPOSED EVERGREEN TREE SOUTHOLD, NY 11971 COMPACTED TO A 95% MINIMUM DENSITY AT THE OPTIMUM V r��l� Project MOISTURE CONTENT AS DETERMINED BY A MODIFIED PROCTOR �� -� TEST. THE ENCLAVES 3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND L.� PROPOSED EXTERIOR LED LIGHT POST W/40OW MIN. PROPOSED SEWAGE ELEVATION OF ALL EXISTING UTILITIES BY PERFORMING A FIELD INSPECTION AND TEST HOLES. THE ENGINEER SHALL BE NOTIFIED OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND TREATMENT PLANT THE PROPOSED WORK, PRIOR TO THE START OF CONSTRUCTION. I--I PROPOSED HOSE BIB Project Address: 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL 56655 ROUTE 25 PERMITS NECESSARY FOR THE INSTALLATION OF ALL UTILITIES. SOUTHOLD, TOWN OF SOUTHOLD ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL THE SUFFOLK COUNTY, NEW YORK UTILITIES OR MUNICIPAL AGENCIES HAVING JURISDICTION. THE TEST HOLE CONTRACTOR SHALL COORDINATE THE REQUIRED UTILITY AND 61 County Tax Map Number. Contract Number. MUNICIPAL INSPECTIONS. 1000-63-3-15 Regulatory Reference Number, 5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL 6'HIGH CHAIN LINK FENCE Title of Drawing: UNSUITABLE: MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAW AND APPLICABLE CODES. THE CONTRACTOR SHALL PAY FOR ALL DISPOSAL FEES. 6. ALL CROSSINGS OF THE PROPOSED WATER SERVICE LINES SHALL r BE MADE IN CONFORMANCE WITH APPLICABLE SCWA AND SCDHS STANDARDS. ® ; 7. THERE SHALL BE NO STORM DRAINAGE STRUCTURES WITHIN 10 g FEET OF THE PROPOSED SEWER Drawing Number, ,rF,OF NEwr 8. ALL WATER,/SEWER, WATER/DRAINAGE SEPARATION DISTANCES �'�Q PNDREWca AND OFFSETS SHALL CONFORM WITH SCDHS STANDARDS. SANITARY SYSTEM ABANDONMENT NOTES w'z 1. CONTRACTOR SHALL REMOVE AND LAWFULLY DISPOSE OF TOP Sheet of 4 SLAB OR DOME COVERS OF EXISTING SANITARY STRUCTURES. `fF� 092523 �� 2 22 g 2. CONTRACTOR SHALL PUMP ALL SANITARY STRUCTURES DRY, �° �• BACKFILL INITH CLEAN SAND AND GRAVEL, AND PROPERLY FESSION PWGCProjedNumber: W Ww COMPACT BACKFILL MATERIAL. Unauthorized alteration or documents AVG1803 a to this drawl and related documents w w Is a violation of Section 7209 o Of the New Yak State Education Law 0 o a a 1 g_1 B-2 B-3 B-4 (EL.26.0't) GROUND SURFACE (EL.28.01t) GROUND SURFACE (EL.28.0't) GROUND SURFACE (EL.30.0't) GROUND SURFACE A ( DARK BRN. , , , DARK BRN. , , , Y DARK BRN. , , 1ORGANIC LOAM ' ' ' 1 A 1 ORGANIC LOAM ; ; 1 ORGANIC LOAM ; 1 ORGANIC LOAM IoL 6 j i i 1 1 1511 OL 6 i i i 1 1611 OL 6 i i i 1B 1 17" OL 6 i e 1 15n I I I 1 BRN.SANDY SILT I 2 BRN.SANDY SILT 2 DARK BRN:BRN. ' DARK BRN:BRN. , I I I I I • ! B SILT LCAM,TR.SAND i i i B 2 I I I B 2 LOAM,TR.GRAVEL, I I I 2 LOAM,TR,ROOTS 2 SILT LOAM, , , ROOTS • OL 6 • 1 ROOTS I 2 TR.SAND,ROOTS 3 (OL)(6 • • 4 BRN.SAND, ' 2 2 16n BRN.SOANDY SILT i i i 2 2 17n (OL)(6) , I I 2 4 1811 LIGHT BRN.SAND, • • 2 4 1 611 TR.GRAVEL,SILT • • 6 LOAM,TR,ROOTS 0 • • 3 ' ; o ; $ TR.GRAVEL,SILT . ' • y SP 6 B 8 OL) 6) ! B 2SAND,TR.GRAVEL, Q 5 (SP)(3b) • • • - • • LITTLE SILT 5 6 • • 4 (SP-SM)(6) • ' • 5 • ' . 5 5 5 LIGH GE • 5 6 ' 5 ' 3 8 18" ' • ' 3 18" SAND,TR.GRAVEL, ' • ' 3 19" ' • ' 3 5 1$„LIGHT BRN.-ORANGE • • • $ LIGHT BRN.SAND, • • 7 SILT • • • 5 LIGHT BRN.-ORANGE • • 6 SAND,TR.GRAVEL, • • . CLIENT DRIVEN SOLUTIONS 0 TR.GRAVEL,SILT • 0 • $ SP 3b • • • 6 SAND,TR.GRAVEL, • • • 5 SPILT ! ! (SP)(3b) . • • �/7 TAN-LIGHT BRN. * • • 6 SILT • • • 5 ( )(3b) ; • P.W. GROSSER CONSULTING ENGINEER 4 19„ ORANGE SAND, • • ' 4 18" (SP)(3b) • • • 4 17" ' • ' AND HYDROGEOLOGIST, P.C. • • 9 TR.GRAVEL,SILT • ! ' 6 ' • y • '7 (SP)(3b) • • • 8 • * • • * • 630 Bohema Johnson NY. 11716 2618 nue.- Suite 7 ! • • . • 6 ' • 5 ' • ' 5 4 LIGHT BRN.SAND, ' • 6 LIGHT BRN.SAND, 6 LIGHT BRN.SAND, Phone: (631)589-6353. Fax: (631)589-8705 • • , 5 16" TR.GRAVEL,SILT ! • . 5 19" TR.GRAVEL,SILT • • ! 5 18" • ' • E-mail: INFO PWGROSSER.COM TR.GRAVEL,SILT 10 • ' • 10 7 (SP)(3b) • ' • 10 5 (SP)(3b) • ' • 10 (SP)(3b) • • 7 7 6 CONSULTANTS 6 . ' . 6 4 • ' • 5 • • • 4 781811 • 0 • 6 719" • , • 6 41811 • , • 6 41919 • , • $ • 8 5 6 9 5 6 • TAN-LIGHT BRN. • • • • • ! • __.... ___..-_-._____..,-.... .._. /IA 1 15 SAND,TR.GRAVEL, • • 15 • ! 15 TAN-LIGHT BRN. • ! • 15 ! • 4 SILT • • • 6 • � • SAND, • • • 5 ' • ' - = i 5 6 20' (SP)(3b) • • ' 7 7 1811 6 TR.G PV3Lb SILT • 5 19 6 19 _ _., $ • ! • 8 TAN-LIGHT BRN. • • 7 ( )( ) • • 7 TAN-LIGHT BRN. ! • „ " 2 • • SAND, ! • ! _ ,,,,..• i • $ SAND, • ! • 7 • • • 6 TR.GRAVEL,SILT • pV • • • TR.GRAVEL,SILT • ! • • • • (SP)(3b) ' • • RAI�O , • • • (SP)(3b) • • • • • • • • • NGto rN • • 20 • • 20 • ' • 20 • ' • -13-6, t • • • • • • • • :: = i 6 . ' . S «y. .� EE RELQCATION 8 w $ • • , • , 6 , i , ¢S 'en ... m ✓/ u ,OWEST. .. 6 1811 ; • ; 8 719" . ' . 8 5 18" . ' . 8 8 18" . ' . g 7 6 • • • • i • • • • • ! • Ar B�... • • • • Fi LIGHT BRN.SAND, • ' • • ' • [ r; BRN.SAND, • ' • • • • • 25 • 25 TR.GRAVEL,SILT • ' • 25 • ' • 25 LITTLE GRAVEL, • • • • ' ----`,, ` UNIFIED SOIL CLASSIFICATION 6 (SP)(3b) • • • G.W.T. 8 • ' • TR.SILT • ' • • ' • "B'5 _ ""_ - ... s • • • • (SP)(3b) . • ! . ' . '- i ; SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS 8n . ' . �2w 9 9 1911 . ' . 9 7 19" • ; • 9 6 19" • i • n >- 7 %18 ! ' ! `' V81 • • ! $ • • BEDROCK DEd i • , • ' . 8 6 ARf}4 294;202 S17.X7'' la TH RU 1 d END OF BORING 2T-0" END OF BORING 2T-0" END OF BORING 2T-0" • ' • G.W.T. OR 6.75ACRfS B_2 : GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES ' 1FERENC' �T • IM • ' • 28' °k 110' -- IW W g:g1AM .,, B_3 _ �: ,. `•- POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. LU --w - GP LITTLE OR NO FINES ' O N SB EC C L A S S I F I C A T I O N Li SB RE CLASSIFICATION L SB RE CLASSIFICATION ! , SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE 30 LIGHT BRN.-BRN. zar� um` GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE B-5 B-6 B-� 3 SAND,TR.GRAVEL, • l ..- WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES 0 C 0 _ SILT - • . • "� SW SCDHS" C 22 0081 10 4 20" (SP)(3b) • • i u SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES • • (EL.30.0't) GROUND SURFACE (EL.29.01t) GROUND SURFACE (EL.32.0't) GROUND SURFACE ' • ' 1 10 DARK BRN. DARK BRN. 4 ' • i " 1 1 1 DARK BRN. , , , • • • �' ),:.<` " ; SM SILTY SANDS,SAND-SILT MIXTURES o 0 0 ORGANIC LOAM 1 ORGANIC LOAM 1 I I I 1 I I ' 1 ORGANIC LOAM ' ' ' • _ i F 0 1 2 16" OL 6 ' ' I n OL 6 ' ' ' 1 ' ' ' • • ww.a �" esTazrmur . Sc CLAYEY SANDS,SAND-CLAY MIXTURES 0 0 13 REVISED PER CLIENT 05/22/2024 8 I I I 1 14 I I I 1 n OL 6 I I I • I .. E I I 2 I I I 15 1 I F t_ 75' 12 REVISED PER SCDHS COMMENTS 04/01/2024 , , , BRN:LIGHT BRN, I I I 2 BRN:LIGHT BRN. I � I • ¢ 1 SILT LOAM, I , I I I I I I I • • „', ! r =ti ■ ;. B- 1 INORGANIC SILTS,VERY FINE SANDS,CLAYEY SILTS,SLIGHT PLASTICITY i ; i SANDY SILT LOAM, I : I : ` - r /'„ - •Y r µ¢ (ELOCAATION 1 ML 11 REV D.&ISSUED FOR BUILDING PERMIT 03/22/2024 3 , r I 2 SILT LOAM, W d TR.SAND,ROOTS TR.SAND 2 ` „ w' za14oRTH CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS 10 REVISED PER CLIENT O2/28/2024 1 2 �'`„ ! 9 REVISED PER CLIENT OL 6 (OL)(6) i i i 5 OL 6 ' • • • • 90'"� 1p7 W'' ro SANDY CLAYS,SILTY CLAYS 2 3 15" . ' . 2 3 17" 6 )O sers S" 1 y0"4•aWw .'• .,' ,,. o;.. 01/31/2024 5 q BRN.-LIGHT BRN. 2 9 1611 ' 35 ' ' " ~ ' " OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY 1 1 1 8 REVISED PER SCDHS COMMENTS 11/22/2023 ! SAND,TR.GRAVEL, ' ' • ' • 4 BRN.SAND, • • o a ' ` I —".'' '- -- " 10/24/2023 7 • • • 6 SILT • 1 • LITTLE GRAVEL, • 0 • ^ R a : .I ,'r. s i� t MH INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR 7 REVISED PER CLIENT • ! . ! • �t SILTY SOILS,ELASTIC SILTS 6 REVISED PER CLIENT 09/01/2023 7 LIGHT BRN.-ORANGE • • 5 (SP)(3b) • • • 11 5 " TR.SILT • • ( n arronrroxla-," 5 • 5 6 • 5 7 LIGHT BRN.SAND, • ! • 19 (SP)(3b} ! • ! a " uttiNarr m e 0 5 REVISED PER SCDHS COMMENTS 8 „ SAND,TR.GRAVEL, • n • ma .":." " `�"" '_ :Y-t CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS 07/26/2023 3 18 3 18 3 7 18n TR.GRAVEL,SILT • i • 5 • • ! Y� • 4 REVISED PER SCDHS COMMENTS 06/30/2023 YO SILT • $ • ! , -.-. "_(SSI T $ (SP)(3b) -. - �.Est"• ...-.--'^ ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY ORGANIC SILTS 3 REVISED PER SCDHS COMMENTS 06/05/2023 • • • $ • • • • • • • L_ _:.---..:...' .!. -.._..__..._ ;/:?`' �-�" `" 2 REVISED PER SCDHS COMMENTS • • n, 0 41! • 9 • • � Pt PEAT AND OTHER HIGHLY ORGANIC SOILS 1 REVISED PER SCDHS COMMENTS 101/17/2022 3/21/2023 • LIGHT BRN:ORANGE • " Number Revision Descr ption Revision Date • 4X n SAND,TR.GRAVEL, • • • • • • • :: _'.;. �.-, • ! • 7 20 SILT ' ! ' • ! • ~` `w: MAIN ROAD .« ALLOWABLE SOIL BEARING PRESSURES, N.Y.C. BLDG.CODE TABLE 1804.1 0909E CLASS OF MATERIALS Designed Date Submitted • ! • (SP)(3b} • • • 40 • • 25 TOPOfiRAPHICALMAXIMUM ALLOWABLE MAXIMUM ALLOWABLE $ ! ! • • • • * FOUNDATION PRESSURE FOUNDATION PRESSURE 9 y ! ! • (Notes 1 and 3) 1rsF� (kPa) BAG/LT • ! 7 • • 5 • SUR1V OF PROPERTY - ! • • • • • 81TUA7W IN 1, BEDROCK(NOTES 2 and 7)* Drawn By Date Created • • 6 „ • • • • • ! to HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 5,746 LT 11/11/2022 19 qr SOUTHOLD 1b MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 3,830 Approved B Scale 110 • ' • 10 5 6 • ' • • • • 12 5 5 '1 • i • Fd#(i LANO SURVE;ING 70WNOFSOO7NOID• SrIFFOlXC00M');N.Y. PP y 2Q 1c INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 • 7 • 10 • • • ! • xcT.At• 1000'63-03 is 1d SOFT ROCK-WEATHERED ROCK 8 766 BAG AS NOT • • • • • ;:"„ - . . . . ZAIFf S 40' Aff n 416 Client a 6 5 6 P`rla�::vvrl: 2. SANDY GRAVEL and GRAVEL(GW,GP)(NOTES 3,4,8,and 9) • • • • 6 • • . • „» ,'„�' ,n "'', 2a DENSE 10 THE ENCLAVES 4 2011 ' • ' 6 6 16" i 0 • 7 16„ • • • ' i • w>, o., u• s."..,xn ,,- .. . 2b MEDIUM 6 575 8 6 4 • ! • 3. GRANULAR SOILS(GC,GM,SW,SP,SM,&SCXNOTES 4,5,8,and 9)TY 56655 ROUTE 25 7 • ' • 7 • ' • $ • ! • • • • 3a DENSE 6 575 ( • ! ! , • g . • . 3b MEDIUM 3 287 SOUTHOLD, NY 11971 i ! • ! ! ! ! • ! • • ! 4.CLAYS(SC,CL,&CH)(NOTES 4,6,8,and 9) • • ! ! 0 • 0 45 BRN.SAND, • • • 4b STIFF 3 287 Project BORING LOCATION PLAN 4a HARD 5 192 THE ENCLAVES ! ! ! • • 0 • • TR.GRAVEL,SILT • • • 4c MEDIUM 2 1g2 • . • • • 4 (SP)(3b) • • SCALE: NTS S. SILTS&SILTY SOILS(ML and MH)(NOTES 4,8,and 9)Ik • • • i • • • • 13 65 19° • 5b MEDIUM 1S 144 PROPOSED SEWAGE I5 15 ' • ' NOTE: ! 15 ! ! 6. ORGANIC SILTS,ORGANIC CLAYS,PEATS,SOFT CLAYS, ' ' ' ' • ' • THE HIGHEST EXPECTED AND HIGHEST RECORDED SEE lsoa 2.t SEE 1804.2.1 • • • • • 6 • LOOSE GRANULAR SOILS and VARVED SILTS 5 • • ! • • 5 • • • • • GROUNDWATER IS 4.0E PER USGS WATER VIEWER. T. CONTROLLED and UNCONTROLLED FILLS SEE 1804.2.2OR 1804.2.3* SEE 1804.2.2 OR 1804.2.3 6 6 • • • 5 ' • ' • • • TREATMENT PLANT ' 7 • ! • TAN-LIGHT BRN. • ! • 6 18" TAN-LIGHT BRN. ' • ' *REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 18oa.1 IN N.Y.C.BUILDING CODE FOR ADDTIONAL INFORMATION r)5 20" TAN-LIGHT BRN. • 7 1$" 5 • 9 TR.GRAVEL,SILT 7 SAND, • ' • • COMPACTION RELATED TO SPOON BLOWS/FOOT Project Address: $ SAND • � • $ SAND, • ! • ! • � ! .N� STANDARD PENETRATION TEST-ASTM D 1586 • TR.GRAVEL,SILT • ! • TR.GRAVEL,SILT • • • SAND SILT CLAY (2-SPOON,1401b HAMMER,37 FALL) 56655 ROUTE 25 (SP)(3b) ! 0 ! (SP)(3b) • . • (SP)(3b) • : ! • LOOSE LESS THAN SOFT LESSTHAN4 SPOON SLOW COUNTFO ZORIGENERALLY ETOOBTOWN SOUTHOLD, TOWN OF SOUTHOLD • • • • ! • ! • • 50 • MEDIUM 10 TO 30 MEDIUM 4 TO 6 e N-1Y BLOW9 IN O INCREMENTS FOR E 2NV&3 OBTAIN i ! • • ! ! e PER FOOT BLOWS PER FOOT(N)USE 2ND83RD ! • ! ! DENSE GREATERTHAN31 STIFF GREATERTHAN8TO30 6"INCREMENT BUTTOCK COUNTY NEW YORK ! • • • . • • ! • • • 5 • HARD GREATER THAN 30 � ' • NOTES Ca-CASING BLOWS PER UD-UNDISTURBED SOIL • ! • • • ' • • 6 20n • ROTARY X-HEAVY gppOry ,FOOT DRIVE SAMPLE County Tax MIg1 Number. Contract Number. • ! • • • 14 • • CASINO CASING NO-SAMPLE NUMBER 1000-63-3-15 )D i 20 • O • • 5 • SB-SPOON BLOWS PER ! ! ! ! • • • SIZE,INCHES 2.5 2.0 61NCH DRIVE FEET-DEPTH FROM GND.SUR. Regulatory Reference Number. • • • • 6 • ' • 1. SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. HAMMER WEIGHT,LBS. ,4o P-PUSHEDBY WEIGHT NOTED ATEACH 5' 9 • OF HAMMER WOH-WEIGHT OF HAMMER HAMMER FALL,INCHES 30 WOR-WEIGHT OF ROD REC-SOIL RECOVERY IN INCHES 67 � • � 5 ! • ! ��7 • • • END OF BORING52'-0" Title of Drawing: " • ' ! ' ! „ ' • LU 2. SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. THE LIABILITY OF SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,FOR ERRORSOMISSIons OR NEGLIGENCE RESULTING IN PERSONAL 6 6 20 ! 8 19 ! • • 6 Y81 20 • • • W INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES,IS LIMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT.THE RETENTION ! • LL. S13 RE CLASSIFICATION OR USE OF ANY PART OF THIS REPORT WILL CONSTITUTE AN ACCEPTANCE OF THIS LIMITATION OF LIABILITY,IF THIS IS UNACCEPTABLE,THE CLIENr 8 • 7 • i 3. GROUND WATER TABLE WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. MUST NOTIFY SOIL MECHANICS DRILLING CORP.IN WRITING BY CERTIFIED MAIL,WITHIN SEVEN DAYS FROM THE DATE OF RECEIPT.THE FEE CHARGED ! • ! ' • ' • ! • FOR TH13 REPORT IS BASED ON THIS LIMITATION OF LIABILITY WHICH Ig THE ESSENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER LIMITATION OF LIABILITY.SOIL MECHANICS DRILLING CORP.,WILL NEGOTIATE ONE,BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITION-• ' • • ' • • • ! 4. SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. AL ASSUMPTION OF LIABILITY.SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,HAVE NO LIABILITY OR RESPONSIBILITY TO • • • ! • PERSONS OTHER THAN THE CLIENT FOR WHOM THIS REPORT WAS PREPARED.ANYONE,OTHER THAN OUR CLIENT,RELIES ON THIS AT THEIR OWN RISK. • ! • ' • ' • ! • 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. PrA ! • ! • • • ' ' ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC >5 ' • ' 25 ' • ' • , • 6. SOIL TEST BORING GROUND SURFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- 62 ELM STREET ' • ' ' • ' S • • PROVIDED BY:ANDREW V.GIAMBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEW YORK 11743 • 6 6 6 • � • . . 7 7 7 20 9 $ 20 7 $7 20 11 11 • ! • . ' . SOIL MECHANICS DRILLING CORP. g Drawing Number. a $ 7 8 • ' • subsoil investigations pF NE END OF BORING 27-0"LU w END OF BORING 27'-0" END OF BORING 27'-0" ;" 3770 MERRICK ROAD ' SEAFORD, NEW YORK 11783 ' 516 221 -2333 RE W w N S13 EC C LASS I F I CATION U_ q S13 RE CLASSIFICATION W op SUBSURFACE INVESTIGATION u N SB EC C L A S S I F I C A T I O N o PROPOSED 2 STORY HOTEL * Q 0 ROUTE 25 SOUTHOLD, NEW YORK c-> VERTICAL BORING SCALE: DRAWING DATE: DRAWING NUMBER = Sheet Of 4 1/2"=1'-O"UNLESS NOTED OTHERWISE DECEMBER 27,2016 16L805.7 DATES OF BORINGS: DRAWN BY: CHECKED BY: REVISED DATE: �F� 092523 �� 3 22 � Z: 16LDWGS 16L805.7 DECEMBER 19,2016 NAR cv SHEET 1 OF 1 A �, a F'ESSIO� PWGC Project Number. �� ui,y a Una'draw gandrationodocumen AVG1803 Z to this'drawing and related documents w w is a violation of Section 7209 o of the New York State Education Law o n-a PROP. FM CONNECTIO AT INV. 21.65 ROP. E-ONE TRIPLEX PROP. 4' DIA. PUMP STATION MANHOLE PROP. 10' DIA. BY VLIQUI PROP. 22.5 LF-2" DIA. (PS-2) (MH-1) DEPTH GREASE TRAP HDPE DR-11 FORCEMAIN RIM 29.85 PROPOSED 100% PROP. 5' DIA. PROFILE A-A WERLY OF (GT-2) INV. 12.31 (N) STA. 6+47.69 RIM 29.85 INV. 21.65(E) TOWN HARBOR LEACHING POOL MANHOLE 3IONE INV. 12.91 (NW) (MH-2) RIM. 31.05 -63-03-117,3 LANE EXPANSION AREA PROFILE A-A INV. 24.60 (SE) INV. 12.41 (S) LAND NO"i'il OR FOPMERLY OF PROPOSED 2' DIA. r PUBLIC WATER) P (E', STA. 7+19.65 INV. 24.50(W) > ROP. FENCE VALERIE fl,SCOPA2 DOWNSTREAM PROP. LANDN0'NC7FOrME' Y 22.5 LF 1.25" 0 RIM. 31.25 ROPOSED CLEANOUT rl' 0 l- 0 AROUND PS-2 S.C3.kl. N10, 1000-63-03-16 ROP. JUNCTION BOX& "CENT DOLOI`07E& ILEP. ' 0�'� E DIA.HDPE DR-11 0 2 (IMPR17WED,CONNECTED TO PUBLIC WATER) MONITORING WELL INV. 24.23 (E) ELECTRIC LINE 7NIL NO. 1000-6 _ 3-174 ORCEMIAN - ROP. JUNCTION BOX& CONTROL PANEL W/ PROPOSED 10' DIA- PROP. DRAINAGE25 ALARM DIALER INV. 21.24 (S) F-PROPOSED r VED, C,,i ECTED TO PUBLIC kNATER) Z CONTROL PANEL W/ PROP. SECURITY BY 13' EFF. DEPTH INV. 21.14 (W) TELECOMMUNICATION 'POOL(TYP.) 0) ALARM DIALER FENCE AND EXISTING 1 STORY FRAME CLIENT DRIVEN SOLUTIONS LEACHING POOL SHED TO BE RENOVATED AND LINE 3: BOLLARD (TYP OF 6) 1 PROP. 643.2 LF-2" DIA. ROP. INCORPORATED INTO MAIN 66.7 LF-8" ROPOSED HDPE DR-11 FORCEMAIN 'OR STRUCTURE j .,�EXIST. SANITARY P.W. GROSSER CONSULTING ENGINEER APPR. GROUNDWATERGENERATOR SYSTEM TO BE 310-00' AND HYDROGEOLOGIST, P.C. DIA.DR-18 GAS LINE S07-4�40E� A FLOW DIRECTION 32 @ 0.40% 622.78' 28 ABANDONED AND PROPOSED 2' DIA. - 1(j S07*38'10"E I -- 3' 3 3 REMOVED 3- TTr UPSTREAM 3 A� 1 :-4 630 Johnson Avenue.- Suite 7 MONITORING WELL 3 EXISTING WELL TO Bohemia- NY. 11716-2618 1?0 0 7 nA 6�32 LF-L DIA.I P FP. ,--.,�� nEMAINEDAND Phone: (631)589-6353. Fax: (631)589-8705 01 FP z R ED AS LO FF I'PURPOS W PROPOSED STP--,, 9- FP -FP -FP FP RRIGATION WAS 26 m C14 ROPOSED HOUSE E-mail: INFO@PWGROSSER.COM '31 "-FP 41r� I : 0 --XN VP Vt'- crA-noN < LU CONTROL La LJ L2 ONNECTION W/ CONSULTANTS BUILDING CLEANOUT 0 5 F FP INV. PROPOSED MI FP NV. 27.50 13.80 < U) INV. 20.00' EFFLUENT FLOW liel 5IA 6 T j CTURE ROPOSED HOUSE METERMn CONNECTION W/ PROPOSED EVENT RM.18 @ 2.63% 29.4 LF-6"DIA.--/ 26. C0 WIBASEME!, (NO BASEMENT) CLEANOUT PROPOSED 8-0" DR-1 8 @ 3.02% 4,472 SIF 0 SEATS INV. 22.50' SEWAGE :� in 5.0 LF-4"DIA. 26 TREATMENT PROP. DR-1 8 @ 2.00% PLANT AND 100% 26 8 --------- C) r"4 W W '-78.6 LF-6"DIA.D.I.@ 2.90% W z z CLEANOUT 0 EXPANSION AREA (TYP.) OO FP < < PROPOSED 1" DIA.- ---b.V11 P1 COPPER (TYPE K) PROPOSED HOTEL 1-1 TWO(2)STORIES W/BASEMENT z z 12.8 LF-8' WATER SERVICE 75 0 44 HOTEL UNITS GRASS PAVED WALKWAY DIA,DR-18 L (INCLUDES 4 COTTAGES) 29 28 2 -T -,-n'�- 0 0 PROPOSED 50' 0 26,272 SF �-A @ 0.44% ;.7 LF- '-'-'- \2�) MECHANICAL 4 18 IA.DR-18 @ 2.00% FF EL.32.0' U) INV. UJ < SCREEN ;�: W 25.00 /15.3' PROPOSED- 01 0 PROPOSED 4" DIA. CONSTANT II.2Lr-8 IF 01 RPZ IN HOT BOX HEAD BOX DIA.DR-18 LL= GE1°MlN ,,,J\ COTTA V ENCLOSURE ON ((_O U.4 b v/o 9 SF PROPOSED 4.9 LFe \11 CONCRETE SLAB ® i®„� 7-=-TP F1 M M EQUALIZATION 31TDR-18 @PCO FP F M M M nr.A 3. FP PUMP STATION 10 0 'DORWMATIVE NU4- -zu-yv FP PROPOSED 8" DIA. ME4 P 17 . 0, - T-I 32 �u NV. 27.00 > DCV IN HOT BOX PROP. 4' DIA.-- ENCLOSURE ON COTTAGE2 MANHOLE 4. 669 SF Od- 2. 444.9 LF-6" W CONCRETE SLAB (MH-4) 0 FF EL.32.0' C(-. PROFILE A-A -J� 0 Cn IA.DR-18 @ STA. 7+52.64 0 LAND NOW OR F MERLY OF RIM. 31.43 a 0 00 COTTAGE 3 Of 669 SF POOL EUG N TOM ASIC&MIR LLA TOMASIC 60 INV. 20.93 (S) 7.00 9 LF.6" NV. C.T.M. NO. 100 63-03-14 INV. 20.83 (W) 'DIA.DR-1 8 - RD 0 (IMPRO D,CONNECTED TO BLICWATER) "----PROPOSED 4" Q 'rTT- 0 t 6, DIA. DR-18 PVC -0-1 WATER SERVICE DEPARTMENT COTTAGE4 0 0 U 669 SF P44.9 LF-6- 0 Ell T Jo n Y,.111'", LOCUST LANE 'RENC' NO. LIRR a7, 28 W --_GRASS PAVED WAL*AY REFL PROPERTY l"-1 -- = - LINE FP -P FP P FP--F FP FP GRASS PAVERS ROPOSED 8" ROPOSED ELECTRICAL LINE DIA. DR-18 PVC LAND N W OR FORMERLY OF NET L. RYAN (TYP FOR ALL COTTAGES) 2) FIRE MAIN S.C.T.M. NO. 1000-63-0 SCDHS: C-22-0081 ROPOSED 2" COPPER C 32 (IMPROVED,CON ECTED TO PUBLIC WATER) 3-13 (TYPE K)WATER LINE (TYP FOR ALL COTTAGES) ---- ------- F 34 GRASS PAVERS ROPOSED SEWER HOUSE i�:27 13 REVISED PER CLIENT 05/22/2024 CONNECTION W1 CLE OUT 12 REVISED PER SCDHS COMMENTS 04/01/2024 I I ----- ------ co (TYP.) r- 11 REVD.&ISSUED FOR BUILDING PERMIT 03/22/2024 PROP. 5' DIA. co MANHOLE 34 C0 ROP. 8' DIA. BY 5' 10 ' REVISED PER CLIENT 02/28/2024 9 REVISED PER CLIENT 13- 0 A3 ----o 0-n LIQUID DEPTH GREASE 01/31/2024 (MH-3) N05* 15011W 616.57, TRAP 8 REVISED PER SCDHS COMMENTS 11/22/2023 PROFILE A-A (GT-1) 7 REVISED PER CLIENT 10/24/2023 STA. 7+37.46 33 0 - 6 REVISED PER CLIENT 09/01/2023 PROFILE B-B Zg RIM 26.50 5 REVISED PER SCDHS COMMENTS 07/26/2023 PROP. 4' DIA. zC114 INV. 19.10 (S) 4 REVISED PER SCDHS COMMENTS 06/30/2023 STA. 1+33.12 MANHOLE s M 3' ROP. E-ONE INV. 18.60 (NE) 3 REVISED PER SCDHS COMMENTS RIM. 31.39 (MH-5) LAND NOW OR FORMERLY OF TRIPLEX PUMP - 06/05/2023 INV. 21.08 (E) CHARLES W.WITZKE STATION 2 REVISED PER SCDHS COMMENTS 03/21/2023 PROFILE B-B REVISED PER SCDHS COMMENTS 11/17/2022 INV. 24.24 (W) STA. 0+00.00 S.C.T.M. NO. 1000-63-03-28.1 (PS-1) Number Revision Description Revision Date INV. 20.98 (N) RIM. 32.10 N05-30'56"W (IMPROVED,CONNECTED TO PUBLIC WATER) PROFILE A-A INV. 25.30 (E) 51.341 STA. 0+00.00 Designed By BAG/LT Date Submitted RIM 26.00 Drawn By Date Created LAND NOW OR FORMERLY OF INV. 18.46 (S" ""ti 0 "7 111041 7 7 0'7 LT- 11/11/2022 Approved By Scale PILLES REALTY HOLDING LLC INV. 18.46 (S) d OVERALL SITE PLAN S.C.T.M. NO. 1000-63-03-12 INV. 19.60(NE) BAG AS NOTED Client SCALE : 1 40' THE ENCLAVES 0 40 80 56655 ROUTE 25 ALLOWABLE SANITARY DENSITY FLOW GREASE TRAP(GS-1)DESIGN SOUTHOLD, NY 11971 6.75 ACRES X 600 GPD/ACRE=4,050 GPD REQUIRED: 1,480 GPD X I DAY 1,480 GPD Project PROPOSED SANITARY DENSITY FLOW PROVIDED: (1)8-DIA.X FLIQUID DEPTH GREASE TRAP(1,500 GAL) THE ENCLAVES 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD GREASE TRAP(GS-2)DESIGN O SEWER/UTILITY CROSSING TABLE COORDINATE SYSTEMS: PROPOSED SEWAGE 6 BAR SEATS X 10 GPD/SEAT =60 GPD PIPESIZE(IN) TOP OF BOTTOM OF TOP OF BOTTOM OF TOP OF BOTTOM OF 1. HORIZONTAL COORDINATE SYSTEM:NAD 1983,STATE PLANE,NEW I SEWER/ ELEVATION ELEVATION SEPARATION YORK,LONG ISLAND ZONE,US SURVEY FEET. 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD REQUIRED: 2,010 GPD X I DAY=2,010 GPD NO. WATER/ ELEVATION ELEVATION ELEVATION ELEVATION NOTE TREATMENT PLANT (INCLUDES 4 COTTAGES) FORCE STORM FIRE MAIN (WATER) (WATER) (STORM) (STORM) (SEWERIFORCE (SEWERIFORCE (FT) 2. VERTICAL DATUM:NORTH AMERICA VERTICAL DATUM(NAVD) 1988. 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD PROVIDED: (1)10'DIA.X SLIQUID DEPTH GREASE TRAP(2,500 GAL) MAIN MAIN) MAIN) Project Address: TOTAL SANITARY FLOW =7,900 GPD 1 2 - 8 22.64 21.89 - - 24.30 2414 1.50 FORCE MAIN OVER FIRE NOTE: 56655 ROUTE 25 NOTE:THERE ARE 88 SEATS RESTAURANT IN HOTEL FOR GUESTS USE ONLY, STP DESIGN FLOW 2 2 8 - - 28.40 27.62 24.27 24A 1 3.35 STORM OVER FORCE MAIN ENTIRE STP SITE(DRIVEWAY&PARKING AREA)TO BE ASPHALT PAVED: SOUTHOLD, TOWN OF SOUTHOLD THEREFORE NO ADDITIONAL FLOW PRODUCED. PROPOSED RESTAURANT DESIGN FLOW 3 - 8 8 21.81 21.06 28.50 27.72 - - 5.91 STORM OVER FIRE MAIN SUFFOLK COUNTY, NEW YORK 4 2 - 8 21.81 21.06 - - 24.47 24.31 2.50 FORCE MAIN OVER FIRE 2"TOP COURSE,SPECIFICATION SECTION 403-HOT MIX ASPHALT(HMA) County Tax Map Number: -Tontract-Number SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) 74 SEATS X 30 GPD/SEAT=2,220 GPD 5 - 15 8 21.81 21.06 28.35 26.89 - - 5.08 STORM OVER FIFE MAIN PAVEMENTS FOR MUNICIPALITIES(LATEST SPEC CAN BE OBTAINED FROM 1000-63-3.15 HAS BEEN PROVIDED. 6 8 - 1 22.96 22,87 - - 25.21 24.46 1.50 SEWER OVER WATER SCDPW LABORATORY DIVISION),2Y2"BINDER COURSE NYSDOT TYPE 3,6" Regulatory Reference Number. PROPOSED GREASE'TRAP SIZING 6 BAR SEATS X 15 GPD/SEAT=90 GPD 7 8 15 - - - 28.85 27.39 2512 24.37 2.27 STORM OVER SEWER BASE NYSDOT ITEM 304.1019917-RCA,COMPACTED SUB-GRADE. Tile of Drawing: PROPOSED 44 UNIT HOTEL 8 6 8 - - - 25.89 25.19 27.38 26.80 0.91 SEWER OVER STORM PROPOSED 74 SEATS RESTAURANT 9 6 - 1 25.64 25.65 - - 27.92 27.17 1.53 SEWER OVER WATER NOTE: KITCHEN FLOW=20 GPD/SEAT X 74 SEATS 1,480 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD 10 6 1 25.64 25.55 23.40 22.65 2.15 WATER OVER SEWER %J U SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTOWN PROPOSED 88 SEATS FOR HOTEL RESTAURANT PROPOSED 6 BAR SEATS RESTAURANT BOULEVARD,SMITHTOWN, NY DATED JULY 6,2015. 20 GPD/SEAT X 88 SEATS=1,760 GPD KITCHEN FLOW=5 GPD/SEAT X 6 SEATS 30 GPD LAr"'m 77'r RR!"M 7 777, PROPOSED EVENT SPACE DESIGN FLOW P,�z[a PROPOSED 100 SEATS EVENT SPACE 100 SEATS X 7.5 GPD/SEAT=750 GPD 1. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS 250 GPD SCDHS REQUIREMENTS. Drawing Number. Q 9 2. ALL ELEVATIONS ARE IN NAVD88. 13F NE41 REQUIRED STP DESIGN FLOW:2,220 GPD+90 GPD+6,600 GPD+1,760 GPD+750 GPD 11,420 GPD 3. NO PROPOSED STORM DRAINS WITHIN 20'OF THE PROPOSED SANITARY PROPOSED 88 SEATS FOR HOTEL RESTAURANT D EW SYSTEM,UNLESS OTHERWISE SHOWN ON PLANS. q- 4. NO PRIVATE WELLS WITHIN 150 FT OF LEACHING POOLS AND NO PUBLIC LEACHING POOL DESIGN KITCHEN FLOW=20 GPD/SEAT X 88 SEATS 1,760 GPD WELLS WITHIN 200 FT OF LEACHING POOLS. 5. STP CONTROL BUILDING IS A'U"BUILDING WITH AN ADA ACCESSIBLE M TOTAL KITCHEN FLOW: 1,480 GPD+30 GPD+250 GPD+1,760 GPD 3,520 GPD REQUIRED: 11,420 GPD 5 GPD/SF 2,284 SF BATHROOM. Sheet Of PROVIDED: NEW LEACHING POOLS 092523 e 4 22 a 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) V11 CL 2,284 SF 31.4 SF/LF 72.73 LF SS1 PWGC Project Number. 6i ai \R 'M' NV- N, NV. ELECTRIC 11 T LINE r C mi FIVE(6)OF 10-DIA.BY 1TEFF.DEPTH LEACHING POOLS Unauthorized alteration or addition z < W 78 VLF PROVIDED; to IN.s drawing and related documents AVG1 803 is a violation of Section 7209 of the New York State Education Law L stodlllaa(� ve a l,r...... k 7 z 0 YQ 31 L\ U, <ITT- own" 11111" 4-- % T 0 FP FP FP FP- i\ I VP CLIENT DRIVEN SOLUTIONS LP-1 VP z / '. I P.W. GROSSER CONSULTING ENGINEER CID It, FP AND HYDROGEOLOGIST, P.C. --t1v 630 Johnson Avenue. Suite 7 a Bohemia- NY. 11716-2618 rb Phone: (631)589-6353- Fax: (631)589-8705 co , - t( 0 E-mail: INFO@PWGROSSER.COM co LP-2 co 0 CONSULTANTS CSj �' / 12.3' - 6" DIA. DR-18 C\J • A PVC @ 2.44% PROP. ODOR CONTROL w G G W � � W -w" TREATMENT EQUIPMENT / �/� G G z LP-3 G-GIG- DLP-1 LP-4 G w w PROP. 'Z-1 GENERATOR / / (0 ell Cb• PROP. HOSE BIB INV. boc_ oc 28.80 - oo 5.0' - 6" DIA. DR-1 8 ! PVC @ 1.00% DLP-2 o ot INV. 2 0 8.0' - 6" DIA. DR-18 8.9 INV. PVC @ 3.13% CO ! 1 x 3 °o I o All/ ,mfz G G INV. PROP. PARSHALL 28.95 pa"__ FLUME Net PaR #,Ifk 27.00 32 par, INV. 29.20 ------ 0 INV. IN 2" STAINLESS STEEL PIS ------- o ___w N.P.T. AIR INLET FROM77} 31.91 1 INV. \ 0 3 08 w T F-::� 31.16 -TC (32.45) :k w INV. REMOTE S.H.T. BELOW 13C ,32.5B (32.4 13C 32" PROP. DOUBLE GATES SECURED DEPARTMENJI INV. 31.50 29.50 \1 \1 0 (32.4 ?1 6" DIA. SCH. 10 WEIR 6" DIA. SCH. 10 TANK BY CHAIN AND PAD LOCK OUTLET PIPE 1% MIN. z P , INLET PIPE R -TC,32.46 REFERIENCE NO. (TYP. OF 2) ; BC .3A.96 6" DIA. PVC SCH 40 0 ii�, 'A I , A . 1� V �. \\\,// \ \a INV. 33.30, VERTICAL PVC ODOR CONTROL INV. PIPING DROP INV. 31.55 @ 2% MIN. Al! � O (TY 31.16 (TYP. OF 2) P.) 2 Y2" STAINLESS STEEL Mk _ I SCDHS: C-22-0081 oc-loo N.P.T. AIR INLET FROM INV. 29.50 z INV. -f C 32.7 A REMOTE BLOWER 31.75 o,- oc-- 0 _TC 32.77 5C *3*2-21 INV. 31.50 -cr, cf, -TC 32.9 13C 3227 13 REVISED PER CLIENT 05/22/2024 'or, PROP. HEAT TRACE TAPE IBC,32.40 12 REVISED PER SCDHS COMMENTS 04/01/2024 11 REVD.&ISSUED FOR BUILDING PERMIT 03/22/2024 FOR BOTH INFLUENT AND It "',41NV. 35.26�. 10 REVISED PER CLIENT 02/28/2024 EFFLUENT PIPES INV. 20.83 9 REVISED PER CLIENT 01/31/2024 INV. 35.91 8 REVISED PER SCDHS COMMENTS 11/22/2023 PROP. CONSTANT HEAD INV. 35.97 INV. 33.30, VERTICAL 7 REVISED PER CLIENT 10/24/2023 C? SPUTTER BOX - ITEM 7S IV,/, I!I\\ 0 DROP INV. 25.35 + 6 REVISED PER CLIENT 09/01/2023 -18 5 REVISED PER SCDHS COMMENTS SEE DETAIL SHEET M-6 Bit up'. DR 07/26/2023 7.8' - 6" DIA. DR-1 8 78-'� J.95% 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS .56% pvc @ 06/05/2023 C, PVC PIPE @ 2 PROP. MECHANICAL INV. 0.40 A 2 REVISED PER SCDHS COMMENTS 03/21/2023 + SCREEN - ITEM 4S SEE _-,s I I REVISED PER SCDHS COMMENTS 11/17/2022 s S Number Revision Description Revision Date DETAIL SHEET M-6 s_-,s a INV. 20.34 STUB ♦NOV Designed By Date Submitted + PROP. HEAT TRACE TAPE INV.,19.30 INV. 19.51 S EWE. 475 - 6" DIA. SDR-35 BAG/LT Drawn By Date Created FOR BOTH INFLUENT AND 0 LIT 11/11/2022 PVC 14.0% Approved By Scale EFFLUENT PIPES 54.1' - 2" DIA. SCH. 80 INV. 25.15 ♦ BAG AS NOTED Client S.S. SUPERNATE THE ENCLAVES FORCEMAIN INV. 27.00 56655 ROUTE 25 4" DIA. HDPE 6R-1 1 INV. 25.15 FORCE MAIN ♦ SOUTHOLD, NY 11971 -7- I \, �� /I- 1 .1 • ----V -7! - / / w, I Project 11 REQUIREMENT APPLICABLE TO LEACHING POOL DESIGN AND --I--J- ®®♦o ( (TYP. OF 2) 1,-" 7 \Z INSTALLATION: THE ENCLAVES PROP. UHIGH \A 'PROP. DOWN BLAST VENTILATOR a. WHEN MORE THAN ONE LEACHING POOL IS USED,ALL POOLS SHALL BE THE SAME SIZE CHAIN LINK FENCE AND DEPTH. PROPOSED SEWAGE ITEM 2S, SHEET M-5 PROP. PUMP LIFT STAINLESS b. WHEN A DISTRIBUTION POOL IS USED,ALL OUTLET PIPES SHALL BE SET AT THE SAME PROP. 10 DIA. PUMP ELEVATION AND BE AT LEAST THREE INCHES BELOW THE INLET PIPE. ALL OUTLETS TREATMENT PLANT STATION - ITEM 1 S HOIST - ITEM 3S SHALL BE PROVIDED WITH AN 18-INCH DROP TEE. Project Address: RIM 33.00 SEE DETAIL SHEET M-6 C. ALL SEWER PIPES SHALL PENETRATE THE VERTICAL SIDEWALL OF THE LEACHING POOL 56655 ROUTE 25 AND SHALL BE SEALED WITH GROUT, THREE SHALL BE NO PENETRATIONS WITHIN SOUTHOLD, TOWN OF SOUTHOLD DOMES SUFFOLK COUNTY, NEW YORK PARTIAL SITE PLAN d. LEACHING POOLS SHALL BE INSTALLED IN CLEAN SAND (DEFINED AS SP OR SW BY A \il ASTM STANDARDS). County Tax Map Number. Contract Number. F 1000-63-3-15 SCALE : 1"= 10' LEACHING POOL TABLE e. UNSUITABLE SOIL SHALL BE REMOVED AND REPLACED WITH CLEAN SAND FOR A Regulatory Reference Number. 0 10 20 4 4 7 P,q DIAMETER SIX FEET GREATER THAN THE LEACHING POOL (THREE FOOT COLLAR) ieoawn RIM INVERT ELEVATION INVERT ELEVATION EFFECTIVE BOTTOM ELEVATION EXTENDED DOWN UNTIL A HYDRAULIC CONNECTION IS ESTABLISHED WITH A MINIMUM h I `° i I . FAN DUCT (FT) IN(FT) OUT(FT) DEPTH(FT) (FT) r NAME SIX FOOT STRATUM OF ACCEPTABLE MATERIAL. DLP-1 31.90 28.25(NW) 28.00(SE),28.00(SE) 13.00 15.00 f. THE BOTTOM AND SIDEWALL AREA OF THE LEACHING POOLS SHALL BE FREE OF rmARIOIAL AIR FLOW RATE = 335.37 CFM DLP-2 31.90 28.25(N) 28.00(S),28.00(SE) 13.00 15.00 DEBRIS BEFORE BACKFILLING. ^ IR UP-1 31.50 27.70(NW) - 13.00 1430 APPR.PIPE LENGTH 13.7 FT g. IN CASE WHERE CLEAN SAND CANNOT BE ENCOUNTERED,CONSULT THE DEPARTMENT THE PROPOSED VENTILATION SYSTEM WILL UTILIZE MECHANICAL VENTILATION EQUIPMENT TO LP-2 31,50 27.70(NW) 13.00 14.70 FOR ALTERNATIVE DESIGN REQUIREMENTS. COLLECT ALL AIR DISCHARGE TWELVE (12) AIR CHANGES PER HOUR WITHIN THE STP. THE PIPE DIAMETER = 8 IN(7.565 IN I.D.) LP-3 31.50 27.70(NW) 13.00 14.70 BASIS OF DESIGN FOR THE VENTILATION SYSTEM IS AS FOLLOWS: LP-4 31 A0 27.70(N) 13.00 14.70 PLAM FRICTION LOSS 0.266 IN H20/10OFT WET WELL If EQUAL12ATION VOLUME: 1,676.83 FT3 SLUDGE HOLDING TANK: 5'X 10'X 9.5-=475 FT3 AIR VELOCITY = 1,074 FT/MIN Drawing Number. CONSTANT HEAD SPLITTER BOX ABOVE WATER; 2.5'X 4'X 2'=20 FT3 DD EXHAUST GOOSENECK NOTE: E h/OF NEW 0 COORDINATE SYSTEMS:: 04rowltah Agent% 2,171.83 F-1-3 -- I P ;9 " 4; TOTAL VOLUME. REQUIRED AIR FLOW RATE 335.37 CFM &1 ENTIRE STP SITE(DRIVEWAY)TO BE ASPHALT PAVED: 1. HORIZONTAL COORDINATE SYSTEM:NAD 1983, REQUIRED CUBIC FEET OF AIR TO BE TREATED PER HOUR =2,171.83 FT3 X 12(CHANGES/HR.) APPR.PIPE LENGTH = 3.50 FT 2"TOP COURSE,SPECIFICATION SECTION 403-HOT MIX ASPHALT(HMA) STATE PLANE, NEWYORK,LONG ISLAND ZONE, =26,061.96 FT'/HR. CD US SURVEY FEET. > PAVEMENTS FOR MUNICIPALITIES(LATEST SPEC CAN BE OBTAINED FROM Sheet of 5 REQUIRE AIR VOLUME 26,061.96 FT3/HR. 60 MIN./HR. =434.37 FT 3/MIN. 9 3 2. VERTICAL DATUM:NORTH AMERICA VERTICAL EN VENTILATION CALCULATIONS: PIPE DIAMETER 12 IN(11.294 IN I.D.) SCDPW LABORATORY DIVISION),2Y2'BINDER COURSE NYSDOT TYPE 3,6" 092523 5 22 VOLUME OF PUMP STATION = 1,676.83 FT3 BASE NYSDOT ITEM 304.1019917-RCA,COMPACTED SUB-GRADE. DATUM(NAVD)1988. 0 REQUIRED AIR FLOW CAPACITY = (12 AIR CHANGES/HR)X(1,676.83 FT3) FRICTION LOSS = 0.0356 IN H20/10OFT S I PWGC Project Number. 60 MIN/HR uu 6j <F: �2 Unauthorized alteration or addition z 335.37 FT3/MIN AIR VELOCITY 482 FT/MIN to this drawing and related documents AVG1803 is a violation of Section 7209 of the New York State Education Law 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 7+55.00 40.00 i I 40.00 M H-4 j -- STA i 7+52.64 .., . .,. ------RIM 1:43--____. ___ INV. 20.93 (S) INV. 20.83 (V1n i _._._.......MH- CLIENT DRIVEN SOLUTIONS I ( STA. 6+47.69 i STA 7+37.46 I P.W. GROSSER CONSULTING ENGINEER -._. __._._.____ _ _____ _ __ _ _ _.._.-__._. ---__.___-----... ...--.---_-__.__._�_._._...-__.......__ ._.__. . ...__.__._. .-_.___.-_ ..._.--- _..._.._.__.._...___._--,.__._ ____.__...-.._ ___._.___-__-__ .-._--____ .... _____ __ _ RIM 31.00 RIM 1.39 E --INV 2460 (SE) -- --_...__._____.INV:21.08 (E) -. _._._.__-----.__. ._. _.f._.__.._ __ _ AND HYDROGEOLOGIST, P.C. INV. 24.50 (VV) { INV. 24.24 (V1) j Suite __-____ _.__- __ __...-.___�____.__.___.___.....----_._..___._.---------._.__.__ _.____.____----..-----__--_ _� ___ -_-__.._._.._-_- ------ -..._ _-- -__ _-_ -----._____...._ INV 0.98 . I . 2 (N) i 6 Bohemia Johnson a 11716 2618 7 _--._. ___ - ._______-._.__.._.._... . ._.-....__...__._........ ..__ ._..._..___ _ E__ Phone: (631)589-6353. Fax: (631)589-8705 $-1 ROP. GRADE j E-mail: INFO@PWGROSSER.COM TA. 0+00. 0 EXIST. GRADE CL NOUT +34.98 -- RIM 26.0000NSULTANTS 30.00 NV. 18A6-(SVV) -- IM 8:07 -- NV. 18.46 S ) NV. 19.60 ENE) II z -__ __.._..------__..._.___.__.___-_ -- - - ___.... _� - _ _-- -- __...r. . __..____.__. �. __-:___..._ -_�._��:��.�:_.�. ........ _�� ..._ .____ __. ..._..... ..........i... _i.� _ STA; 7 25 _.._ ___.__ !�_ �- 19 65 O � ___. � � _ ____ i _ . ______._. _ NIV 3 4 31 E - i '2 _ P 2 C o NV.f 1.24 (S) J -_. - -_---_-- _ .- _ _ __ _ - __,._._.__.._._...._-_--.-----___.._-_.-__.----_-____. _,______ _-_-_-_ -. _--- -_ ----- - - ----- - w ! ! co --- - _-__ ---------------- �o Z _ W z w I N H f-� I}- ! FORCMAiN � CO� rDPE DR + T 2 DIA• 0N N oa Ya: V NU643.2 I ( �.... - Q � I 20.00 -- - -- ---- c�_z ; - -- - 20.00 i - w I af 6 ! 2 M I � Co I ! n i 0 66:� FT-8 DIA: DR=18 co z � PVC PIPE @ 0.40% I co _ 00 � I n j 12.8 FT - 8 DIA. DF�-18 _ _----_. � _ �. __.------._ _ _-- VGPIPE @ 0.44% f I 111.2 FT- 8" DIA. DR?L18 14.00 ! I PVC PIPE @ 0.45% 14.00 DEPARTMENT 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 7+55.00 • STATION �'� �� 0 30 so 0 3 s PROPOSED PROFILE A-A HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' SCALE: HORIZONTAL 1 30' VERTICAL 1 =3 SCDHS: C-22-0081 TEST COCK#1 TEST COCK#3 m 4' 3" DRAIN PORT ALONG END (TYP. FOR 2) 13 REVISED PER CLIENT 05/22/2024 0+00.00 1+00.00 +80.00 31311 10"THICK CONCRETE PAD 12 REVISED PER SCDHS COMMENTS 04/01/2024 TEST COCK#2 TEST COCK#4 40.007 40.00 11 REV-D.&ISSUED FOR BUILDING PERMIT 03/22/2024 � 4" D.I. FLANGED 900 10 REVISED PER CLIENT 02/28/2024 9 REVISED PER CLIENT 01/31/2024 FITTING 4 RPZ DEVICE 8 REVISED PER SCDHS COMMENTS 11/22/2023 MAKE: FEBCO LF860 7 REVISED PER CLIENT__ MH-3 10/24/2023 ---.....__L._.------ --_......__.__._... __..__ _____. -_ 9' W/OS&Y VALVE 6 REVISED PER CLIENT 09/01/2023 STA_ . 1+33.1 OS&Y VALVE (TYP.) 5 REVISED PER SCDHS COMMENTS 07/26/2023 RIM 31.39 30" MIN. CLEAR SPACE WHEN RPZ 4 REVISED PER SCDHS COMMENTS 06/30/2023 M H=5 _ _IN,,,._21.12_(E -____-___ ___.!__.___-______ __ __._.._. _ � � ENCLOSURE IS OPEN 3 REVISED PER SCDHS COMMENTS 06/05/2023 --STA'-0+00:00- INV. 24.24 ( 1 p' ! 2 REVISED PER SCDHS COMMENTS 03/21/2023 RIM,32.10 1 REVISED PER SCDHS COMMENTS 11/17/2022 4 RPZ DEVICE INV 25.30 (E) INV. 21.02 (N) 9' MAKE: FEBCO, MODEL: LF860 Number Revision Description Revision Date e e �° b Designed By Date Submitted - -^ --- CHROMOLOX 1,000 WATT, 1 BAG/LT - I _._._____P-ROP:GRA ----- ---_ -___._..__ ____________ _ _. a ® e PIPE STANCHIION '� RASE, 120 VOLT HEATER 6 9 Drawn By Date Created E° IST. GRA�E WITH INTEGRAL THERMOSTAT Approved 8 LT Scale 11/11/2022 8" MIN.) PROTECTIVE ENCLOSURE WITH y BAG AS NOTED 3,500 PSI REINFORCED Client z --- -______ HINGED LID. 30" MIN. CONCRETE SLAB WITH 6"x6" p I MAKE: HUBBELL (HOT BOX)� 10/10 WELLED WIRE MESH THE ENCLAVES I MODEL H66ET(OR EQUIVALENT) 56655 ROUTE 25 w 36W X 105E X 64H (HEATED) 01 30.00 30.00 SOUTHOLD DRAIN PORT(TYP. , NY 11971 J WEATHERPROOF 120 VOLT, 20 18 MIN. FOR 2) Project w AMP, GFCI DUPLEX RECEPTACLE 18 MIN' 10, 6" FOR CONNECTION TO 1,000 THE ENCLAVES WATT HEATER _ PROPOSED SEWAGE _ INTERIOR ANCHORS X X :- X X BRACKETS. PROVIDE ;,`CONCRETE ANCHORS AS PER 18 MIN. 10' \\��\\�\\ \\ TREATMENT PLANT - _- z� - MANUFACTURER'S RECOMMENDATIONS. Project 566d55:ROUTE 25 4'-6" 28.6 FT_ 81 r DIA. DR 18 PVC (2)#12 THN COPPER SO R-18 PVC -IpE o �. ONDUCTORS AND MIN. UTHOLD, TOWN OF SOUTHOLD - @ 0 2f0 a - -- 1 #12 GROUND IN 3/4" DIA. SCH I TO I ( ) SUFFOLK COUNTY, NEW YORK 1 80 PVC CONDUIT. ELECTRIC FROM SCWA BUILDING WATER County Tax Map Number. Contract Number. 111� "' -�178 DISTRIBUTION SYSTEM 1000-63-3-15 TO BUI CONTROL METER 4 DIA. CLASS 52 Regulatory Reference Number `r+° M 0 PANEL PUSH ON PIPING _ e- N � Title of Drawing: FROM NEW SCWA METER rr I¢ > D.I. 90 BEND (M.J.) 20.00 z 20.00 NOTES: 7 1. DEVICE MUST BE PROTECTED FROM FREEZING. DOMESTIC - RPZ MODEL LF860 DETAILS I ! 2. TEST COCKS MUST HAVE 30" MINIMUM CLEARANCE. NOT TO SCALE M 18.00 18.00 ROTATED FOR CLARITY U 0+00.00 1+00.00 1+80.00 3. DRAINAGE TO BE SIZED FOR MAX FLOW. ( ) 3 STATION 4. PROPER MAINTENANCE MUST BE PERFORMED. ® ; 777-7 E001' I US 5. DEVICES MUST BE FROM N.Y.S. APPROVED LIST. 6. DEVICE MUST BE SUPPORTED TO THE CONCRETE SLAB WITH THREADED RODS AND Drawing Number. 0 30 60 0 3 6 PROPOSED PROFILE B-B CLEVIS HANGERS. OF NEWY SCALE: HORIZONTAL 1"=30' �'�P PNDREW � w HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' VERTICAL 1"=3' 7. RESILIENT WEDGE OR BALL VALVES TO BE USED. AIM * � 79 8. ALL RPZ/DCV ASSEMBLIES (POTABLE AND NON-POTABLE SERVICES) MUST BE LEAD FREE. CONTRACTOR SHALL OBTAIN PERMISSION FROM THE ENGINEER AND SCWA PRIOR THE Sheet of o` USE OF OTHER MODEL NOT STATED ON THE CONSTRUCTION DOCUMENTS. 092523 �� C 22 FESS1 Q PWGC Project Number: ui iL Unauthorized alteration or addition z to this drawing and related documents AV G 18 0 3 w is a violation of Section 7209 LL o of the New York State Education Law o a a LOCKING CAST IRON COVER TO GRADE GRADE MANHOLE BOTTOM TO BE A MIN.4"DIA.D.I.PIPE OR HEAVY DUTY AND - TOP,DIAGONAL, AND BOTTOM EQUIVALENT,PITCHED @ LOCKING CAST IRON _--- CONCRETE RAIL 1.66"O.D.PIPE MINIMUM OF 12"BELOW BOTTOM y"/FT. COVER TO GRADE 2,S'MAX' CHIMNEY OF INVERT OF DOWNSTREAM PIPE GRADE X CHAIN LINK FABRIC 2:X6"GA. 1.66" O.D.BRACE RAIL 2 CHAIN LINK FABRIC f 2:X6"GA.TYPE 1 CLASS"A"CONCRETE FILL 4,000 1- ____ � TYPE 1 ALUM.COATED BLACK VINYL PRIVACY ALUM.COATED PSI TYPE II CEMENT CHIMNEY EYCONCRETE �' 20" H2O LOAD DOME 4 MIN.) SLATS SUFFOLK COUNTY TYPE 'F' REVISED 07/17 " 25'MAX FINISHED CAPPED OR PLUGGED ADJUSTABLE CASTING TO GRADE ° .2'MAX. . MIN.4"DIA.D.I.PIPE OR EQUIVALENT,PITCHED @ GRADE - - -------- �/ �o/FT. M< ,* SEE NOTE 1 & -► I '�. ':1;!': I !i: INSTALATION OF CASTING H2O LOAD DOME 4"MIN. -- ( ) INLET TO MANHOLE DETAIL 24" -III-- o❑ p phimy)1 • . d.. 4- ---7- 2/ 1 �.• ", \ 0❑ p p p I:, I ,ijl fi.;: f` I I 1 1 'f , , ,I:: ',j'I�: ', ( f ow:i,Y • ( . . PRECAST f 8'-0' •• a CLASS •A• INLET ., OUTLET /` ❑❑ I; • .. TYPE II CEMENT ❑ ® ® ® ❑ p p $: TYPE"F"ADJUSTABLE LOCKING CAST 20'MAX. '1 •• • 4000PSI ' CLIENT DRIVEN SOLUTIONS M IRON FRAME&COVER(WATER TIGHT \ 0❑ ® ® ® �' ❑❑ p p &INSECT PROOF) \ p p 3'MIN. 6WX6W/6X6 WWF 20' 3'MIN.' 0 ® '7 ® U.� ❑❑ _ts::r; `t''°•;> :.�>•-;C`:'�•;`'-• TOP & BOTTOM ❑la ® Ip ® 3" w'_ .� ❑ p p p p p p p ❑ P.W. GROSSER CONSULTING ENGINEER 3'-0"MIN. AND HYDROGEOLOGIST P.C. ~ 6 LAYER OF STONE w �, ',,� 6 FT.GATE � >'' 0❑ 171 ® 18"DROP"T" > \ ` o❑ p p p p p p p ❑ 8' (T fPJ STANDARD M,H. FRAME & COVER, \ �' DOUBLE GATES a MAINTAIN MIN: 6' SEPARATION FINISH GRADE TYPE 'F' ADJUSTABLE CASTING 0❑ ® ® IF DISTRIB.POOL \, 0❑ p p p p p p p ❑ `:; 12, (TYP.OF 2) BETWEEN BRICKWORK AND STRUCTURE ❑ ® ® � ® p p p © LL w ..., ,� ' 0❑ p p p p p p p ❑ T,P SECURED BY CHAIN 630 Johnson Avenue.. Suite 7 6'MIN.PENETRATION AND PAD LOCK Bohemia. NY. 11716-2618 #4 BARS @ 8' 0 0 ® ® © ® ® ® ❑ w r 0❑ p p p p p p p ❑ INTO A VIRGIN STRATA SEEO.c.E:w: BOTTOM ❑❑ ® ® ® ® ® ® © p 0❑ C7 O O p p M O ❑ OF SAND&GRAVEL Phone: (631)589-6353. Fax: (631)589-8705 PR ' l- . ' \\ 0❑ ® ® ® ® ® ® ® ❑ 10' GATE DETAIL E-mail: INFO@PWGROSSER.COM SEE NOTE 9 & 12, 0❑ p ® 1� p ® ® ® ❑ INSTALATION OF CASTING 3'MIN. 6' DIA. 45• BEND 8' 1l' �---2' TO MANHOLE DETAIL 0❑ ® ® ® ® ® ® ® � CONSULTANTS Old S,C.D,P.W. STD. M.H. STEPS p❑ ® � 1� ® ® ® ® ❑ / TO GROUNDWATER BACKFILL WITH SCALE : NOT TO SCALE (D.I:P,/DR18) MANUF. IDENTIFCATION CAST IN WALL (S.S: OR STEEL REINFORCED COPOLYMER POLYPROPYLENE) ; I \ \ CLEAN SAND&GRAVEL 10' \ \' o ;p CIRCUMFERENTIAL REINFORCEMENT . 3'MIN. 6'MIN.PENETRATION / •,�, #4 EACH CORNER (TYP,) 12' D.C. 0.12 SQ. IN:/FT. OF HEIGHT OF SAND&GRAVEL \ ` TO GROUNDWATER INTO A VIRGIN STRATA / . i DOME TOP (TYP.) %• SQ. OR 0"0 SELF BLACK VINYL PRIVACY SLATS S�ALING BU1�YL RUBBER 0 TERMINAL POST ► - _ - 2.875"O.D PIPE LINE POST 2.875"O.D.PIPE / "` HIGHEST EXPECTED GROUNDWATER ELEVATION 4.53' • " ,'':• `'� 6'X6'X6' WYE BRANCH N❑TE$I �/ �,.i,i `. : (D.I.P,/DR18) 1. ALL MANHOLES SECTIONS SHALL CONFORM // �j TOP RAIL THROUGHOUT (NO FABRICATED WYE) IY'CLEARENCE TO A.S.T:M, C-478, LATEST REVISION STANDARD \ ` 1\`\ `- CONFIRMED PER USGS DEPTH TO GROUNDWATER VIEWER 1.ss"O.D.PIPE LINE POST TIE 12"O.C. v' (TYP) SPECIFICATIONS FOR PRECAST REINFORCED NOTE: 8 GAGE ALUM.(TYP.) 3' MIN. 31 MIN. AIL TIE 18"O.C. TENSION BAR 2: MANHOLE RISER SECTION TO BE FURNISHED BACKFILL WITH CONCRETE M.H.M, , SECTIONS. 1. REFER TO THE DESIGN CALCULATIONS FOR THE MINIMUM EFFECTIVE DEPTH OF THE LEACHING POOL,� TENSION BAND 12"O.C. 1.66' O.D.BRACE RAIL IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. CLEAN SAND&GRAVEL THE CONTRACTOR IS ADVISED THAT THE EFFECTIVE DEPTH IS NOT THE ACTUAL DEPTH OF THE 3'-3' MAX._FLAW FLOW4' 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED LEACHING POOL. THE CONTRACTOR SHALL INSTALL ADDITIONAL"DUMMY RINGS"AS REQUIRED TO BRACE BAND 6'0 MIN. DR'-18 610 MIN. DR-18 --� (TYP') MEET ALL REQUIREMENTS OF S.C.D.P.W, SPECS, NOTE: LINE POST LOOP TOP • 4: LOADING TO CONFORM T AASHTO H-20 LOADING -d777-7ACHIEVE THE EFFECTIVE DEPTH SPECIFIED. F 5. REBAR TO CONFORM TO ASTM A-615-60 1. SUFFOLK COUNTY HEALTH DEPARTMENT MIN.SIDEWALL AREA REQUIRED=300 SF. 3. DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS,AASHTO H-20 LOADING. v Fs=60,000PSI 2. DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS,AASHTO H-20 LOADING. � •,: ' . 6. WELDED WIRE MESH TO CONFORM TO A•S.T:M: 3. SEAL UNITS WITH GROUT. f A185 Fs=65,000PSI 7: CONCRETE TO BE (NO OI @ 28 DAYS LEACHING POOL DETAIL #4 @ EACH SIDE 8: FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & -0' BASE BOTTOM STEEL, ECTION PVC JOINTS (TYP.) PIPE 2' PAST A #2 STEEL HOOP AROUND OPENING INSIDE WALL 3/40 FLEXIBLE JOINT (TYP.) TYPICAL GRAVITY HOUSE - - - - SCALE : NOT TO SCALE -0• V. �'KOR-N-SEAL' FLEXIBLE SLEEVE LEACHING DISTRIBUTION POOL DETAIL .:• ;... Not OR APPROVED EQUAL (TYR) { 1 I '( ' CONNECTION IN ROADWAY 2•(TYP.> IY2' (SEE DETAIL) COVER MONOLITHIC BASE SLAB I REINFORCEMENT #4 BARS SCALE : NOT TO SCALE CLEAN-OUT DETAIL SECTION A-A s• O.C.E.W, TOP 3/8"(9.5 MM)DIA. x- �, SEE SCORING DETAIL TRUSS ROD 2"CLEARANCE 3'-0'MIN. NDTEI CAST IRON VALVE BOX BOTTOM SELVAGE " SCALE : NOT TO SCALE 9. ( STEP I ) -ADJUST TO GRADE W/ ALL WEATHER RED CLAY BRICK W/ TYPE 'M' MORTAR, WHICH WILL &COVER BE MADE FROM pNLY- TYPE II CEMENT, -MIN. OF 2 & MAX. OF 5 COURSES. -MAX. 1/2' BED JOINT BETWEEN TRUSS ROD TIGHTENER WITH TENSION WIRE N❑TEr COURSES. -BRICK TO BE SET IN A RADIAL LAYOUT W/ BRICK LAYED IN HEADER POSITION• i'' <! '' �i/ii ;' 'li ;; 7 GA.TIE TO POST ( STEP 2 ) -TYPE II CEMENT ENCASEMENT AROUND M.H. CASTING BRICK WORK, FROM MIDDLE OF M.H. � - i %� `<' �; "' _„ ,_, - BRACE BAND 10'-0"MAX. 12' 4 r 1. ( STEP 1 ) -ADJUST TO GRADE W/ ALL WEATHER RED CLAY CASTING TO TOP SLAB OF M,H. 'SEE INSTALLATION OF CASTING TO MANHOLE DETAIL' i `' Sc,> -' ;-(; 2"TOP COURSE,SCDPW 403-HOT MIX ASPHALT TYP. BRICK W/ TYPE M' MORTAR, WHICH WILL BE MADE FROM ONLY �•v! a ''c (p.i POURED CONC. TYPE II CEMENT. -MIN. OF 2 & MAX. OF 5 COURSES. -MAX. 1/2' <' . `' 1'; �j ,..:r (HMA)PAVEMENTS FOR MUNICIPALITIES !`1.;;f�'",- ., �,,• ;...h ,,•:.;',r ; ',; 10'-0"MAX. FOOTING(TYP.) " ^ ' '< .`:/;,<`i K s''',i °i, - :;;:, :'�,'' 2112"BINDER COURSE NYSDOT TYPE 3 TYP, BED JOINT BETWEEN COURSES: -BRICK S IO SET IN A RADIAL 24 MIN. • • "/� LAYOUT v// BRICK LAYED IN HEADER POSITION, 4 DIA. PVC BALL VALVE //\//\//\//// /�/ j��'�� ( STEP 2 ) -TYPE II CEMENT ENCASEMENT AROUND M,H. DISTRIBUTION/SAMPLING MANHOLE DETAIL BURY DEPTH /\\/\\/\\/\\/\\/\\/\\/\\/\\/\ 6"BASE COURSE,NYSDOT ITEM 4 CASTING BRICK WORK, FROM MIDDLE OF M.H: CASTING TO TOP //\//\//\//\//\//\//\//\//\//\//\//\ 304.10119917-RCA ;• SLAB OF M.H, 'SEE INSTALLATION OF CASTING TO MANHOLE 4"DIA. SCH.40PVCAIRPIPE 2 (ODOR CONTROL SYSTEM) CHAIN LINK FENCE DETAIL � SCALE : NOT TO SCALE COMPACTED SUB-GRADE ❑PENING ,. 6Wx6W/6X6 WWF TOP & BOTTOM \vJ SCALE : NOT TO SCALE • TYPICAL ASPHALT PAVING DETAIL _ E e PRECAST CLASS '• A' '� 4000PSI ' '• '• TYPE II CEMENT ISOLATION VALVE DETAIL SCALE : NOT TO SCALE 9' • SCDHS. C 22 0081 SCALE : NOT TO SCALE 94 NT❑ CONCRETE, TOP OF TRENCH TOP OF TRENCH E 48.0" ° 2 REQUIRED (TYP,) B ' LOWER LIMIT FOR • ° SHEETING DRIVEN ° Y�O NEW PVC NEMA 4X JUNCTION BOX AND PULLED ___ fJJJ"�-- I - IL ° 13 REVISED PER CLIENT 05/22/2024 °° "A" O.D. "A" • . PRECAST CONCRETE VAULT _ 03/01/2024 TRENCH •u o•, '. _ 04/01/2024 "A" O.D. "A" .o I ,L 12 REVISED PER SCDHS COMMENTS • 11 REV'D.&ISSUED FOR BUILDING PERMIT / DEPTH o TRENCH ° • o 1 DEPTH • I' 10 REVISED PER CLIENT / GALV.STEEL ANGLE FRAMEPE PIPE 9 REVISED PER CLIENT 01/31/2024 v i (METER MOUNTING FRAME) EMBEDMENT °�SANDAND I ^�' A SOILS o • , EMBEDMENT - - - -I 1 I SECTION 02/28/2024 GRANULAR A TOP OF VAULT . ° 1 D 8 REVISED PER SCDHS COMMENTS 11/22/2023 " •0" NEW SONIC LEVEL METER ID °• �° ° ° PLAN- UNDISTURBED EARTH 7 REVISED PER CLIENT 10/24/2023 ° ° o 6 REVISED PER CLIENT / d , • o • • o . o, o• CLASSICOMPA T o o il o o ,o (TYP.) 09/01/2023 _10 911 HAND COMPACTED 5 REVISED PER SCDHS COMMENTS 07/26/2023 � _• 2.0" PRECAST CONCRETE VAULT / � TRENCH WIDTH o � °• TRENCH°MDTH ° CLASS II OR III MATERIAL 4 REVISED PER SCDHS COMMENTS 8.4" I �.► _ 15.3" / OL GRADE COMPACTED IN MAX.6" HAND SHAPED BOTTOM 06/30/2023 LAYER TO 95 %DENSITY. 1/2 O.D.MIN. - 3 REVISED PER SCDHS COMMENTS 06/05/2023 6"DIA.D.I.PIPE SLOPE @ 1%MIN. - / / 18"MIN. ALTERNATE"A" ALTERNATE"B" - 2 REVISED PER SCDHS COMMENTS 03/21/2023 ° 2"PREFABRICATED PARSHALL 1 REVISED PER SCDHS COMMENTS 11/17/2022 G / FLUME TO BE EMBEDDED INTO /' 42.0" SEWER FOUNDATION IN GRANULAR SOILS ... I I Number Revision Description Revision Date 41 ' a CONCRETE. ALL TRENCH DEPTHS rnrn 2'PREFABRICATED PARSHALL ° 4 / TOP OF TRENCH II III FLUME FILL. BE EMBEDDED INTO j a - Designed By BAG/LT GROUT FILL. / LOWER LIMIT FOR Date Submitted I •' SHEETING DRIVEN o " I I "DIA.PVC SCH.40 ELECTRICAL AND PULLED o I • :.4. - Drawn By LT Date Created 1 1- 6"DIA.D.I.PIPE SLOPE ALTERNATE"B"-CLASS I MATERIAL • 11/11/2022 B @ 1%MIN. CONCRETE FILL(TYP.) ' CONDUIT "A^ O.D. "A" HAND COMPACTED I Approved By Scale BAG AS NOTED o ALTERNATE"A"-CLASS II OR III I.D. "A"(MAX) • I �• � Client SIGNAL WIRE TO BE FURNISHED BY 12 0" I I / o•, OR . - EDGE OF TRENCH o 12"MIN• , MATERIAL COMPACTED IN MAX.6" 8"O TO 36" 0 12" ( MANUFACTURE.INSTALL INS'"PVC SCH.40 I i SAND AND LAYERS TO95 %DENSITY BY THE THE ENCLAVES coNDulr. PLAN VIEW r / GRANULAR STANDARD PROCTOR TEST(AAS.H.O. 42"fd T084" 0 1e" ? •" GALV.STEEL ANGLE FRAME MOUNTED W/GAL / SOILS o , DESIGNATION T-99) 96"pTO 1aa" a 2a' • - CONC.ANCHORS TO VAULT.(METER MOUNTING NOTE: �,° I.D. ° HCLASS IAND MATERIAL - 56655 ROUTE 25 a°� f HANOCOMPACTED THRUST BL❑CK CLASS 'A" IIISOUTHOLD, NY 11971 FRAME) OL TOP OF VAULT #S REFER TO SITE EQUIPMENT OMINAL3"THICKXI2" 4000 PSI TYPE II CEMENT SCHEDULE,SHT.M-5.NEW SONIC LEVEL METER r - I DE LUMBER RANKSC,C,A. NOTE: ALL DRAWINGS NOT (TYP.) _ Project 0 PLACED PERPENDICULAR TO TREATED C RETENTION TO SCALE THE ENCLAVES PRECAST CONCRETE VAULT 65 30 0" o•• ,RENCH�JIDTH °•. o ° OFTRENCK AND CONTWUOUS PLAN P L A N ALONG CENTERLINE GRADE SECTION B-B SEWER FOUNDATION IN ORGANIC SOILS N❑TEI 1) THRUST BLOCK T❑ BEAR ❑N PROPOSED SEWAGE 2"PREFABRICATED PARSHALL UNDISTURBED S❑IL. PIPE TRENCH DETAILS z) MAX, TEST PRESSURE zoo PSI TREATMENT PLANT FLUME TO BE EMBEDDED INTO 48 DEAD END CONCRETE. PIPE SIZE 90 BEND 45 BEND / 6"fd DR-18 PVC PIPE SLOPE o 0 2 2-I/2" BEND Project Address: Ss ° ALE: NOT TO SCALE 4" ❑R TEE 2 56655 ROUTE 25 GROUT FILL(TYP.) @ 1/°MIN. 1 5"THICK SIDE WALL, t MATERIALS & JOINTS EQUIVALENT TO 6" 3 4 2 1 SOUTHOLD, TOWN OF SOUTHOLD REINFORCEMENT#4 BARS 8" 12 0' SEWER MAIN STANDARDS OF C❑NSTRUCTI❑N 8" 5 7 4 2 SUFFOLK COUNTY a " , NEW YORK/ AND PRESSURE TESTED TO ASSURE SEWER 10 5 MATERIALS & JOINTS EQUIVALENT T❑ 10 7 2 4 WATER MAIN STANDARDS OF CONSTRUCTION County Tax Map Number: Contract Number. D.B" TIGHTNESS PRIOR T❑ BACKFILLING " 4 1000-63-3-15 ---------- 4 � 1 AND PRESSURE TESTED T❑ ASSURE WATER 16" 20" 24" 16 24 712 6 Regulatory Reference Number. 6'1'd DR-18 PVC PIPE _ - 10 -0 10 -0 SLOPE @ 1%MIN. -� •/ h; / / TIGHTNESS PRI❑R TO BACKFILLING 10'-0' I THRUST BLOCK BEARING AREA -----y Title of Drawing: INV.EL.29.20 � � / � �" � INV.ELEV. - - IR7D SQUARE FOOT BEARING AREA OF 16.0" 8"THICK MONOLITHIC BASE SLAB, 20.5" - - BL❑CKING ON UNDISTURBED EARTH REINFORCEMENT#4 BARS 8" 18' MIN:O.C.E.W.TOP 30.5" STORM/DRAINAGE THURST BLOCK DETAIL _ LINE SEWER MAIN OR 18 L MIN. BUILDINGWATER MAIN OR SECTION A-A CONNECTION SCALE : NOT TO SCALE WATER SERVICE S q 18' MIN: EWER MAIN ❑R BUILDING 18' MIN. . tpil� PARSHALL FLUME DETAIL C❑NNECTI❑Nit III, - - - - SCALE : NOT TO SACALE _ �- 10'-01 10'-0'- Drawing Number. Q PF NEW,,o 10'-0' NOTE, lo'-o' �'� PNDREw �� o HORIZONTAL SEPARATION BETWEEN SEWER * Q c AND STORM LINES MUST BE 10' MINIMUM NOTE, o HORIZ❑NTAL SEPARATION BETWEEN SEWER AND WATER LINES MUST BE 10' MINIMUM Z Sheet of 4 STORM / SEWER CROSSING DETAIL WATER / SEWER CROSSING DETAIL sFo� 092523 ��' 7 22 FESSI4N PWGCProjectNumber: ri ALE : NOT TO SCALE SCALE : NOT TO SCALE Unauthorized alteration oraddltien to this drawing and related documents AVG 180 3 Is a violation of Section 7209 o of the New York State Education Law �o o_a 2' DIA. BALL VALVE W/2' DIA, GALV. NIPPLE SUFFOLK COUNTY TYPE 'F' HEAVY DUTY-LOCKING HEAVY DUTY-LOCKING FINISHED TAPPED BLIND ADJUSTABLE CASTING TO GRADE CAPPED OR PLUGGED CAST IRON COVER TO CAST IRON COVER TO GRADE FLANGE TO GRADE GRADE(TYP.) GRADE(TYP,) FINISHED GRADE 20'MIN.OPENING -_ - 'd ' 20"MIN.OPENING _ SEE NOTE 1 s + ' CLASS 'A' m� CONCRETE CHIMNEY INSTALATION OF CASTING A CONCRETE FILL P III-III ( I I-III CONCRETE CHIMNEY III-I I TO MANHOLE DETAIL Q -III=1 I I I=1 I I- t - A. •a t SO I GRADE GRADE 29.85 t �, 4000 PSI 8"MIN.REINFORCED 8"MIN.REINFORCED ;: CONCRETE H2O 21 M 2.5'MAX. 2'MAX. 251 MAX. 6 TYPE II CEMENT CONCRETE H2O • 2, • � CLASSPRECA LOADING TOP SLAB. CHIMNEY CHIMNEY 4 TYPE SI CEMENT -�- -�- .' • 40 LOADING TOP SLAB. _ - - - - --- II ADD DUMMY RING <.. • INLET FROM r.:.`• x;�"r:' .l„w. AS REQUIRED ---ADD DUMMY RIND ?a ,",< .ti ;,-�n`, ":�' KITCHEN LINE ;•.:, ,fi: •--. TOP & BOTTOM SEE 1 12"MIN. _ 12"MIN. .... .__.__ _.._ _.._ AS REQUIRED 6• LAYER OF STONE En PROFILES -�' L OUTLET -� L OUTLET e• CTYPJ ° Q 6"DIA.456 BEND INLET FROM 6" -► 6" - A _ _ -� a MAINTAIN MIN. 6' SEPARATION A (D.I.) KITCHEN LINE 6"DIA.DRA8 PVC 6"DIA.DR-1H PVC BETWEEN BRICKWORK AND STRUCTURE - 6"DIA.DR-18PVC PIPE PIPE OR 6"DIA.DR-18PVC PIPE PIPE OR CLIENT DRIVEN SOLUTIONS PITCHEDMIN,Ya"/FT, EQUIVALENT, PITCHED MIN.Y4"/FT. EQUIVALENT, SEE 4' DIA. D.I.P. INV.19.10 4' NPITCHED V 18.60MIN.Y"/FT. INV.12.91 4' PITCHED MIN.Y"/FT. PROFILES PLAN P.W. GROSSER CONSULTING ENGINEER 5' INV.12.41 8'XB'7(8"wYE BRANCH 4• 4• 5' 4' DIA. 45• BEND (D'I') 4"MIN. WITH PLAIN END (NO FABRI:ATED WYE) MONOLITHIC MONOLITHIC AND MECHANICAL C CD.I,P,/DR-18) STANDARD M.H. FRAME & COVER, AND HYDROGEOLOGIST, P.C. FINISH GRADE TYPE F ADJUSTABLE CASTING CONSTRUCTED UP TO 12- 12„ CONSTRUCTED UP T012" L12" n :v 630 Johnson Avenue.. Suite 7 FLOW 8-DIA. 8"DIA, FLOW 4"MIN. '• #4 a EACH CORNER CTYPJ #4 BARS @ 8' BOT.ELEV.13.26 BOT.ELEV.7.07 ❑,C,E,W, BOTTOM Bohemia• NY" 11716-2618 f� 8' I I ', WITH 4' WYE BRANCH Phone: (631)589-6353. Fax: (631)589-8705 •. WITH MECHANICAL JOINT T� FITTINGS (D,I.P,/DR-18) T ' ' ' ADJUST TO GRADE WITH ALL WEATHER RED E-mail: INFO@PWGROSSER.COM HIGHEST (NO FABRICATED WYE) 12' i GREASE TRAP (GT-1) DETAIL GREASE TRAP (GT-2) DETAIL HIGHEST 3• MIN, •� - CLAY BRICK W/ TYPE 2 MORTAR TYPICAL GRAVITY HOUSE CONNECTION - EXPECTED G.W. �I "." L.-3' MIN. 8' lI/' (MIN. OF 2 COURSES & MAX, OF 12•) CONSULTANTS e EXPECTED G.W. COVER �2 S,C,D,H,S, STD, M.H. STEPS SCALE: NOT TO SCALE = EL. 4± PER USGS SCALE: NOT TO SCALE = MANUF, IDENTIFICATION S.C, OR STEEL REINFORCED NON-PAVED CLEANOUT DETAIL NOTE: EL. 4± PER USGS FLOW MIN. 4' DIA. MIN, 4' DIA, FLOW CAST IN WALL COPOLYMER POLYPROPYLENE) SCALE:NOT TO SCALE MAPPER NOTE: MAPPER nR-18 nR-1e 1. SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC 1. SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC CIRCUMFERENTIAL REINFORCEMENT ) BEARING AASHTO H-20 LOADING. '. ' : 12' ❑,C, 0.12 SO. IN./FT, OF HEIGHT BEARING AASHTO H-20 LOADING. 2. DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS. 2, DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS. (TYP,) 7j' SQ, OR 3/'b SELF 3. OPENINGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF aALING BUTYL RUBBER LOCKING CAST IRON COVER. 3. OPENINGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF D.I.P./DR-18 SPOOL PIECE #4 a EACH SIDE N EI T E S I (S MUSHROOM VENT LOCKING CAST IRON COVER. 1, ALL MANHOLES SECTIONS SHALL CONFORM (SHIPPING LOOSE) 4. PROVIDE A MONOLITHIC CAST OF THE BOTTOM SLAB AND 1 FOOT OF SIDEWALL. � 4. PROVIDE A MONOLITHIC CAST OF THE BOTTOM SLAB AND 1 FOOT OF SIDEWALL. 11/'cLEARENCE 5. SEAL UNITS WITH BUTYL RUBBER JOINT SEALANT,SEE JOINT DETAIL. TO A,S,T,M, C-478, LATEST REVISI❑N STANDARD (4) LIFTING LUGS 5. SEAL UNITS WITH BUTYL RUBBER JOINT SEALANT,SEE JOINT DETAIL. TYPICAL FORCE MAIN CLEAN-OUT DETAIL (TYP) SPECIFICATI❑NS FOR PRECAST REINFORCED EL.26.00 6. DUMMY RINGS SHALL BE UTILIZED TO BRING COVERS TO GRADE. 6. DUMMY RINGS SHALL BE UTILIZED TO BRING COVERS TO GRADE. CONNECT TO S.S. PUMP CALCULATIONS (PS-1): SCALE:NTS CONCRETE M,H, SECTIONS, DISCONNECT BOX 4' NOTE, 2. MANHOLE RISER SECTION TO BE FURNISHED TYR.FOREACH 1, ( STEP 1 ) -ADJUST TO GRADE W/ ALL WEATHER RED CLAY 4' H P P) 24" AVERAGE DAILY DESIGN FLOW: E-ONE PUMP(ONE PUMP("},N) � .• BRICK W/ TYPE 'M' MORTAR, WHICH WILL BE MADE FROM lONLY 3'-3' MAX, 1, ,3, R EIGHTS AS REQUIRED. PERMANENT LIGHT FIXTURE- TYPE -MIN, MAX. F COURSES, -MAX. A 4' 3. MANUF, TO CERTIFY THAT MANHOLES DELIVERED 250 - - ^'••-. •w^^----•-•-, .•••-•- ^, BED JOINT BETWEEN COURSES. -BRICK TO HE SETIN A RADIAL (TYP,) X EV LED EXPLOSIONPROOF LED PROPOSED SANITARY FLOW: : ""' : ( ' _ MEET ALL REQUIREMENTS OF S,C,D.H.S, SPECS,E LIGHT FIXTURE WI 200 W MIN. I " ' - ` '- 1 - LAYOUT W/ BRICK LAYED IN HEADER POSITION, ° ` - ❑ADING 1 I ♦ C STEP 2 ) -TYPE II CEMENT ENCASEMENT AROUND M.H. CASTING 4, LOADING TO CONFORM T AASHTO H 20 L RESTAURANT=74 SEATS X30 GPD/OCCUPANT=2,220GPD „ ! ' j r;' FROM MIDDLE OF M.H. CASTING TO TOP SLAB OF rj• 5, REBAR TO CONFORM TO ASTM A-615-60 2' SS DISCHARGE PIPE 2' NYLON COUPLING i M.H.C'SEE O INSTALLATION OF CASTING TO MANHOLE DETAIL' (LOCATED AT 12-00 2°0 i 2' WELDED OWIR 2"DIA.HDPE DRA 1 =6 BAR SEATS X 15 GPD/OCCUPANT=90 GPD ❑PENING •s' 6wx6w/6x6 WWF 6, E MESH T❑ CONFORM T❑ A,S,T,M: FORCE MAIN •, ;, TOP & BOTTOM A185 Fs=65,000PSI H INV. 19.60 -� PROPOSED FLOW=2,220 GPD+90 GPD=2,310 GPD 150 ; -_---- ----:-^- --• -- -- - _.., 8, S OOPSI @ 28 DAYS 2' T304 SS TEE W/ A T N❑ J❑INT) MUST HAVE TOP &: . 7 CONCRETE T❑ BE PRECA FLAT SLAB TOP " (2) i 1/4' x 2' SS REDUCER BUSHINGS t CLASS A31-01 2' SS DISCHARGE COUPLING iB• SINCE THE PUMP STATION IS USED FOR RESTAURANT,THE OPERATION TIMES OF THE FACILITY ARE E '' --s-sgstalnCLNe �. ' .,''• SECTION E PVC JOINTS BOTTOM „ i ,. 4000PSI PIPE 2' PAST A #2 STEEL HOOP AROUND ❑PENING (TYP) APPROXIMATELY 12 HOURS PER DAY. 1pp !_:_:..._._._.i.._._..__.._, _.. !. ____,__.,._.._ : .. _._ ._ _ ..._�._ - -sertes7 •' TYPE II CEMENT JOINT CTYPJ INSIDE WALL 3/4� FLEXIBLE - - REQUIRED CAPACITY: 15 MINUTE FILL TIME @ AVERAGE DAILY FLOW SS STAND-OFF BRACKET (2) 1 1/4' T304 SS TEES 'K❑R-N-SEAL' FLEXIBLE SLEEVE W/ SS U-BOLTS 2,310 GPD/720 MIN/DAY=3.20 GPM •' UAL YP) 120' O (2) 1 1/4' BRASS FLAPPER 3.20 GPM X 15 MIN=48 GALLONS CAPACITY - 8 EQUAL CT ' � (SEE DETAIL) ILO I.D. CHECK VALVES -- ;-.. ;..i...; 2'(TYPJ cav2ER MON❑LITHIC BASE PUMP CALCULATIONS (PS-1): SLAB 4' CI HUB PROVIDED CAPACITY: 5'0 PUMP STATION=19.63 CFNF ° REINF❑RCEMENT #4 BARS (SHIPPING LOOSE) 0 2 4 6 8 10 12 14 16 8' O,C.E,W, TOP 0.35 VF OF STORAGE BETWEEN PUMP OFF AND LEAD PUMP ON Flow(GPM) PERFORATED S,S, OR PVC NEMA 4X SS DISCONNECT 0.35'X 19.63 CFNF X 7.48 GAUCF=51.4 GALLONS NOTES: COATED S.S. CHANNEL (POWER ONLY) SEE SC❑RING DETAIL 1° CONTRACTOR O TRACTORESHALLD PORTION OF PROTECTION (TYP.) SECTION A-A E-ONE PUMP(TWO PUMPS ON} EL.17.96(ALARfJI) PEAK FLOW: TEN STATES STANDARDS PEAKING FACTOR=4.37 250 2. CONTRACTOR SHALL LOCATE STAINLESS STEEL POWER CONDUCTORS IN CONDUIT ALARM INLET PIPE PEAK FLOW=2,310 GPD X 4.37=10,094.70 GPD T YEBOLT AND STRAIN RELIEF NEAR ACCESS (CONDUIT SIZES PER NEC) 6"DIA. HATCHWAY. EXPLOSION PROOF FITTINGS (TYP,> 4' DIA. SANITARY SEWER MANHOLE DETAIL 4) m 10,094.70 GPD/720 MIN/DAY=14.0 GPM,SAY 14.0 GPM i EL.17.35(ON) ON c e PVC PIPE Effluent Pump Station 3. LOCATE MINIMUM OF 3 FEET FROM ANY TANK SCALE NTS EL.17.00(OFF) OFF m m INV. 18.46 200 "' ' " " VENT. NEMA 4X SS JUNCTION BOX, _ ' a. Minimum Flow Required=14 gpm s ' ; ., . 4,CONNECTION OFRPOWERRAND TERMINAL BLOCKFOR PROVIDE 5' SLACK OF PUMP CORD , CONDUCTORS IN JUNCTION BOX. IN JUNCTION BOX. CTYPJ PUMP CALCULATIONS (PS-2): l Flow Provided=27.2 gpm(Both pumps on) g 150 -- -- 1`�1 CABLE COMPRESSION SEAL ROUND FIBERGLASS x COATED S.S. CHANNEL CIE N I HEAVY DUTY Force Main Length: 643.2' E I - „y4cemc�Ve CONNECTED TO TOP SLAB (W/❑ CEMENT) AVERAGE DAILY DESIGN FLOW: ANTI-FLOAT C-20Y Equivalent Length of Fittings: 100 _ ...._.- L.....,....._y....:..,! „„.`. _ »IM seNrs2 1e• MIN CONDUIT _. BOT.EL.16.00 (t°ONDUOIT S�ZEUPER RNEC) C c D SANITARY FLOW HIGHEST 5q _...._._,_ ._ _ __.._.._. .....:..... . .... ....' `_.., ._._ OPOHOTELRESTAURANT=88SEATSX20GPD/OCCUPANT=1,760GPD = ' ' 'I '�• � • - � = _ _ f PROVIDE FERN(❑ CAP W/ DRILLED H❑LE T❑60' ® ., E."".......... ... MATCH CABLE DIAMETER TO SEAL CONDUIT 68' = EXPECTED G.W. Elbows(45") 2.0 3 6.0 i i EVENT SPACE=100 SEATS X 7.5 GPD/OCCUPANT=750 GPD SCDHS C 22 0081 - '. AROUND CABLE, SECURE W/ STAINLESS _ _ EL. 4± Tee 9.0 3 27.0 t STEEL BAND " E-ONE 'TRIPLEX PUMP (PS-1 ) IN 60"X120" 0 SLEEVE TO EXTEND PROPOSED FLOW=1,760 GPD+750 GPD=2,510GPD Check Valve 9.0 1 9.0 0 5 10 1s 2n 25 3D 3s TO HATCH OPENING, 3' STAINLESS STEEL SLEEVE (10S) Flow (SEE NOTE 2) F I B E RG LASS TANK (EXPLOSION PROOF) DETAILS Total 42.0 STAINLESS STEEL PVC COATED GALVANIZED UNDERGROUND CONDUITS HST EL E SINCE THE PUMP STATION IS USED FOR RESTAURANT AND EVENT SPACE,THE SCALE: NTS SUPPORT AS NEEDED CONDUIT A MINIMUM OF 3 FEET FROM OPERATION TIMES OF THE FACILITY ARE APPROXIMATELY 12 HOURS PER DAY. 13 REVISED PER CLIENT 05/22/2024 ( , E-ONE PUMP (PS-1) PERFORMANCE CURVES WET WELL. BALANCE TO BE SCHEDULE PUMP STATIONPROVIDE NOTE: CORE DRILLED OPENING 12 REVISED PER SCDHS COMMENTS t. PRovIDEFLOOD I'RoorvENTANDUD, Pipe Material:2 in.diameter DR-11 HOPE 1.917 in I.D. BO PVC CONDUIT TO CONTROL BUILDING, 04/01/2024 FOR EACH SLEEVE 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 2. PROVIDE SHALL XP OSION ARV TO ELEVATE LIT TOGRADE. Hazen Williams Roughness Coefficient(C):120 REQUIRED CAPACITY: 15 MINUTE FILL TIME AVERAGE DAILY FLOW 3. PUMP SHALL BE EXPLOSION PROOF. @ 4, USE THEBALLAS-I KIT FROM E-ONE FORANTI-FLOATION, Calculate Friction LOSS using Hazen-Williams Equation SCALE: NOT TO SCALE PROVIDE LINK q. 2,510 GPD/720 MIN/DAY=3.49 GPM 10 REVISED PER CLIENT 02/28/2024 5, USE PLC MULTIPLEX PANEL TOSEQUENCE2 PUMPS WORKSAT SAME TIME, SEAL FOR EACH 9 REVISED PER CLIENT 6. ALL ELECTRICAL COMPONENTS,INCLUDING PUMPS,FANS AND WIRING,SHALL BE EXPLOSION 01/31/2024 PROOF AND CONFORM THE REQUIREMENTS FOR CLASS I,DIVISION I,GROUP D OF THE NATIONAL 3.49 GPM X 15 MIN=52.4 GALLONS CAPACITY 8 REVISED PER SCDHS COMMENTS ELECTRICALCODE. (100`1.652 ( 27.21'852 l 2.843 ft 11/22/2023 7. PUMP STATION CAN BE SERVICED FOR MAINTENANCE OR REPAIR WITHOUT THE NEED TO ENTER H =0.2083x 1 I x I I = 2' MUSHROOM VENT PUMP STATION PUMP DISCONNECT 7 REVISED PER CLIENT 10/24/2023 THE WET WELL. f `120/ 1.9174.B6ss J 100 ft (SHIPPING LOOSE) PROVIDED CAPACITY: 5'0 PUMP STATION=19.63 CFNF 6 REVISED PER CLIENT 8. ADEQUAATION ILATIONANDSAFETYEQUIPMENTREQUIREDFORMAINTENANCEANDREPAIROF2.843 ft SWITCH DETAIL 0.40 VF OF STORAGE BETWEEN PUMP OFF AND LEAD PUMP ON 09/01/2023 EL.29.85 5 REVISED PER SCDHS COMMENTS 07/26/2023 0.40'X 19.63 CFNF X 7.48 GAL/CF=58.7 GALLONS 06/30/2023 DIMENSIONS Piping Head Loss = (/42.0 t+643.2 t x = 19.48 t (4) LIFTING LUGS 9. DIMENSIONS ARE FOR REFERENCE ONLY. P g l f f ) f 100 ft 4 REVISED PER SCDHS COMMENTS DISCONNECT SCALE: NOT TO SCALE DISCONNECT BOX 3 REVISED PER SCDHS COMMENTS 06/05/2023 b. Static Head=7.60 ft (P.FOREACH 24rr PEAK FLOW: TEN STATES STANDARDS PEAKING FACTOR=4.37 2 REVISED PER SCDHS COMMENTS 03/21/2023 C. Total Dynamic Head PERMANENT LIGHT FIXTURE- PEAK FLOW=2,510 GPD X 4.37=10,968.70 GPD 1 REVISED PER SCDHS COMMENTS 1 1/17/2022 taTE NEASUREMENTS ff BASINS ARE ALL M. EV LED EXPLOSIONPROOF LED 10,968.70 GPD/720 MIN/DAY=15.2 GPM,SAY 15.5 GPM Number Revision Descdptlon Revision Date IF HOT oTNF�tVISE SPEC6IED Static Head 7.60 ft LIGHT FIXTURE W/200 WMIN. E^ONE PUMP ONE PUMP ON) Be„OfALT( INS7 I TIDNS TOR I EIVF11 FOR AK INII Trl VARQANTY BASIN• OR)M)/16'FIMES (M 3Ar TAPS �w-= ON A.6r ac. Piping Head Loss 19.48 ft 2p•�'- EQUALLY SPACED �20•-�'I Total Dynamic Head Loss 27.08 ft 2' SS DISCHARGE PIPE 2' NYLON COUPLING - '- 1t4 -' I '-' Effluent Pump Station Designed By Date Submitted B,VENT FLAH� °6e• (LOCATED AT 12-00) I Say:27.1 2"DIA.HOPE DR-11 _ ..; I °�' d.Velocity=Flow=27.2 qpm or 0.06 ftA3/s=3.03 ft/s I Drawn By Date Created FORCE MAIN 2DD ,- - -• .... I... d. Minimum Flow Required=15.5 gpm (3)HINGES 66B• Area 0.02 ftA2 I i - LT 11/11/2022 INV.21.65 I ! I Flow Provided=28.3 gpm(Both pumps on) TIME TO FILL PUMP STATION: 51.4 GAL./3.20 GPM=16.6 MINS 2' T304 SS TEE W/ > Approved 8y Scale (�IE� I 117�' I (2) 1 1/4' X 2' SS REDUCER BUSHINGS o I BAG AS NOTED OPEN BARS e " TIME TO EMPTY PUMP STATION: 51.4 GAL. 27.2 GPM=1.9 MINS _- ' t ISO -_ ._ ,.: „- .. �..._._. .: - ;...'.. _ ,.!_-_,,..: PUMP STATION CYCLE TIME: 16.6 MINS+1.9 MINS=18.5 MINS 2' SS DISCHARGE COUPLING 18' F "" ) " Force Main Length: 22.5' Client I Equivalent Length of Fittings: THE ENCLAVES ...-,w, .- I .a. •2 I E _ .. , - -"°�"-S)'tlem Carve 12�• ° I • • 1DD ' --�-�- .-5"rls'tz _ 56655 ROUTE 25 I ! SS STAND-OFF BRACKET (2) 1 1/4' T304 SS TEES - I . :;:.,.g;.:.,. . W/ SS U-BOLTS H (J . +--------- --- -+------- -- �. I . . . . . SOUTHOLD, NY 11971 zs I ! Tee 9.0 3 27.0 240' (2) 1 1/4' BRASS FLAPPER "_,. _..._..__...... ..... a ._.._.., i. Project: • CHECK VALVES SD 1 q2 12 hD, ; � "- ',' - -,'- � Check Valve 9.0 1 9.0 " l I i�i° • • 33I6 1, BEN R_4' �y:` CI HUH I ' Total 36.0 M6' THE ENCLAVES e �- a (SHIPPING LOOSE) ' ;� t ' O ALARM LIGHT O 0 2 4 6 8 10 12 14 16 PROPOSED SEWAGE 54 _ INGEDALUMINUM INLET PIPE Flow(GPM) Pipe Material:2 in.diameter DR-11 HOPE(1.917 in I.D.) LffnNc NANnE • I e DDIIA VPLATE i DEADFRONT 4"DIA.DR-18 RDum F�ASS PVC PIPE Hazen Williams Roughness Coefficient(C):120 rlAs TIGHT vATERi ,rrl-n�ATA�cDuaR EL.11.81 (ALARM) ALARM INV.12.31 Calculate Friction Loss using Hazen-Williams Equation • E-ONE PUMP(TWO PUMPS ON} TREATMENT PLANT EMA 4X ENCLOSURE � �1.852 1.B52 EL. 11.25(ON) ON c c 250 .;.......;., 20 100 ( 28.3 3.060 t - (FIBERGLASS) - Q - C _ ........... .. .--i... .. .. - .. H -0. 83 x r- x I\ f EL.10.85(OFF) OFF m m i f - 1120 1.9174•BeSs - 100 ft Project Address: 4 TOUCH SCREEN INTERFACE _ IB' 3.060 ft 56655 ROUTE 25 I I EONE PUMP STATION ACCESS HATCH/COVER DETAILS HOASWRCH(4) �.�• 20 - -- __ _,- __.__ , Piping Head Loss = (36.Oft+22.5ft)x 10 = 1.79ft D YYYLYYVJVVV _ w : . . . . oft OLD, TOWN OF SOUTHOL • LC CIRCUIT BREAKER DOUBLE-POLE PUMP I CIRCUIT BREAKERS(4) {--ALARM CIRCUIT BREAKER ROUND FIBERGLASS ........ ,,,,,,,i : I e. Static Head=4.80 ft U NTY, NEW YO RK SCALE: NOT TO SCALE suFFOLK ANTI-FLOAT (-200) ISO :. .............:.. „....... ( .. s j f. Total Dynamic Head CO ° Y County Tax p umber. Contract Number: it BOT.EL.9.85 . I Y e Loss Reference Number 'E !- -^6-•5 stem Carve Head 10.80 ft B 1000-63-3-15 ____-........_._.. - -5e•,e 2 Static RegulatoryR f N b a �F 1oD --.- ;.... ` Piping Head 1 79 ft E/ONE PLC MULTIPLEX PANEL FEATURES 60' _ HIGHEST s I Total Dynamic Head loss 12.59ft _.... ... .._. -s- Say:12.6' Title of Drawing: TERMINAL BLOCKS FOR 120V CONTROLS 14) OFRROL CIRCUR BREAKER -THE E/ONE PLC MULTIPLEX PANEL IS DESIGNED TO CONTROL UP TO 4 E/ONE METERING 6B' EXPECTED G.W. 50 a.;..•:... :. .. ., ,-,... I , PUMPS USING INPUT FROM A PRESSURE TRANSDUCER.THE PANEL HAS MANY FEATURES I FROM PROTECT PLUS-FULLY DESCRIBED BELOW EL.4± I . ..L.....' .. i .... d.Velocity=F = 8.3 qpm or 0.06 ftA3/s=3.15 ft/s TERMINAL BLOCKS FOR 24V POWER(12) ROUND BAR(2) IOW 2 O o -PLC PANEL SPECIFIC FEATURES INCLUDE: 4 Area 0.02 ftA2 p .... ..........:.... ._..,...,..._ ,."........�...,......_..._; ..._...,__.... :...................... _. :TOUCH SCREEN CONTROLLER INTERFACE E-ONE TRIPLEX PUMP (P S-2) I N 0 5 10 15 20 25 30 35 TIME TO FILL PUMP STATION: 58.7 GAL./3.49 GPM=16.8 MINS 24V POWER SUPPLY PROGRAMMABLE •PUMP DATA READOUT:CYCLE COUNT,PUMP CURRENT,TOTAL RUNTIME,FLUID LEVEL, G flow(GPM) TIME TO EMPTY PUMP STATION: 58.7 GAL./28.3 GPM=2.1 MINS LOGIC CONTROLLER HAND/AUTO V 0"X24O" FIBERGLASS TANK PUMP STATION CYCLE TIME: 16.8 MINS+2.1 MINS=18.9 MINS 0 I V 1 •PRESSURE TRANSDUCER PROVIDES LIVE FLUID LEVEL READOUT TO INTERFACE (j ALUMINUM BACK PLATE- •HIGH AND LOW LEVEL FLOATS AS BACKUPS TO PRESSURE TRANSDUCER E-ONE PUMP P S 2 PERFORMANCE CURVES LC ANALOG INPUT MODULE •EDITABLE RUN&ALARM LEVELS(RUN LEVEL 1,2,3,4 AND ALARM) .� •EDITABLE TROUBLE CONDITION SET POINTS(OVERPRESSURE( EXPLOSION PROOF) DETAILS ) CURRENT TRANSDUCERS(2) I •PUMP SEQUENCING BASED E RUNTIME AND FLUID LEVEL SCALE. NTS SCALE: NOT TO SCALE -240V CONTACTOR(4) :KEEPS WEAR AND TEAR EVEN BY KEEPING RUNTIMES EQUAL •ALL AVAILABLE PUMPS HAVE AN OPPORTUNITY TO RUN BEFORE ALARM LEVEL IS A OR P_ VOLTAGE TRANSDUCER REACHED PUMP STATION NOTE: o IRE DUCT(5 F'f) •LEAD-LAG RELATIONSHIPS DETERMINED DYNAMICALLY BASED ON RUNTIME 1. PROVIDE FLOODPROOFVENT AND UD. -SEQUENCING LOGIC SKIPS DISABLED PUMPS 2. PROVIDE RISERS AS NECESSARY TO ELEVATE LITTO GRADE. 0 -"NEXT TO RUN"INDICATOR 3. PUMP SHALL BE EXPLOSION PROOF. g • • •MAN UAL TROUBLE CONDITION RES ET 4. USE THE BALLAST KIT FROM E-ONE FOR ANTFFLOATION. Drawing Number. U la• •TIDY PANEL WIRING VIA WIRE DUCTS 5. USE PLC MULTIPLEXPANEL TO SEQUENCE 2 PUMPS WORKS AT SAME TIME. 1 •HINGEDALUMINUMDEADFRONTANDALUMINUMBACKPLATE 6. ALL ELECTRICAL COMPONENTS,INCLUDING PUMPS,FANS AND WIRING,SHALL BED(PLOSION , OF NEW y^ I 30 A TERMINAL BLOCKS(22) PROOF AND CONFORM THE REQUIREMENTS FOR CLASS I,DIVISION 1,GROUP D OF THE NATIONAL P t✓ p p •ALSO INCLUDES THE FOLLOWING GENERAL FEATURES: ELECTRICAL CODE. �� P�1D R E w Ti A TERMINAL BLOCKS(4) 7. PUMP STATION CAN BE SERVICED FOR MAINTENANCE OR REPAIR WITHOUT THE NEED TO ENTER G� (INCOMING POWER) -EXTERNAL AUDIBLE AND VISUAL ALARM THE WET WELL. -MANUAL ALARM SILENCE 8. ADEQUATE VENTILATION AND SAFETY EQUIPMENT REQUIRED FOR MAINTENANCE AND REPAIR OF O UZZER AND SILENCE SWITCH O -MANUAL RUN PUMP STATION 9. DIMENSIONS ARE FOR REFERENCE ONLY. -TROUBLE INDICATIONS:OVERPRESSURE,BROWNOUT,OVERVOLTAGE,PUMP FAILED m TO START O E .PADLOCK .PREDICTIVE ALARMS Sheet of o E-ONE PLC MULTIPLEX PANEL DETAIL • RMANCE NEMA 4XEENCLOSURE PUMP OFIBERGLASS,24"X2�'X,�' oA �� 8 22 -ENCLOSURE OPTIONS: F 092523 SCALE: NOT TO SCALE (' N FESS10� •STAINLESS STEEL PWGC Project Number: w w -COOLING FAN Unauthorized alteration or addition to this drawing and related documents AVG 1803 w is a violation of Section 7209 LL o of the New York State Education Law o a a PERIMETER GROUTING (FORM AS REQUIRED) PERIMETER GROUTING (FORM AS REQUIRED) v PARAPET WALL (2)2x4 WOOD NAILER, DETAIL 4, SHT A-2 �_ � ACQ TREATED(TYP.) (2)2x4 WOOD NAILER, NEW YORK STATE BUILDING CODE ANALYSIS ACQ TREATED(TYP.) \ ( � EPDM ROOFING MEMBRANE EPDM ROOFING MEMBRANE 2 1/2" MIN. OF PO LYISOCYAN U RATE 1 2 1/2"MIN. OF POLYISOCYAN U RATE RIGID INSULATION SLOPED @ 1% MIN. No. Topic Section Required or Allowed Actual / RIGID INSULATION SLOPED @ 1% MIN. 5/8"SUCEROCK BOARD 5/8"SECUROCK BOARD CLIENT DRIVEN SOLUTIONS 1 Occupancy B-302 Utility& Miscellane s"U" KOROLATH BEARING PAD P.W. GROSSER CONSULTING ENGINEER B-6o2 AND HYDROGEOLOGIST, P.C. Type of Construction Type I I - Non-combustible Constructio Type 116 - Non-combustible Construction 00 630 Johnson Avenue.. Suite 7 2 4"SPLIT FACE BLOCK f 4"SPLIT FACE BLOCK Bohemia- NY. 11716-2618 Fire Resistance B-Table 601 Phone: (631)589-6353- Fax: (631)589-8705 Structural Frame, Bearing Walls, 0 hours required for all 0 hours provided 8" HOLLOWCORE PLANK BY COUNTINIOUS BOUND BEAM E-mail: INFO@PWGROSSER.COM ( ) CONTINUOUS BOUND BEAM OLDCASTLE PRECAST OR WITH TWO 2 NO. 5 TYP. 8"HOLLOWCOREPLANK BY Floors& Roof Construction WITH TWO(2) No. 5 TYP. APPROVED EQUAL. OLDCASTLE PRECAST OR CONSULTANTS APPROVED EQUAL. Bldg. Height&Area B-503 _-- NO.4 BAR(2'-0"x 8")GROUTED TWO (2) No. 5 BARS, TWO(2) No. 5 BARS, INTO KEYWAY(TWO PER PLANK) VERTICALLY, EVERY 4'-0 Tabular Height(feet) B-Table 503 2 story single story VERTICALLY, EVERY 4'-0"O.C. IN NO.4 U-BAR GROUTED INTO 3 3 MIN. BEARING O.C. IN FULLY GROUTED _ Tabular Height(story) 8,500 sq. ft. 350 sq. ft. FULLY GROUTED CELLS "- CELLS POCKET @ 4'-0"O.C. Tabular Area 8"SPLIT FACE BLOCK 8"SPLIT FACE BLOCK 1" MIN. BEARING Fire Separation Distance 4 Wall Rating B-Table 602 X>_30 ft. = 0 hours fire rating 0 hours provided Fire Rated Construction EXTERIOR BEARING WALL •� EXTERIOR SIDE WALL Fire Walls B-705 Not applicable SCALE : NOT TO SCALE 2 SCALE : NOT TO SCALE Separate Bldgs. B-705.1 Not applicable Party Walls B-705.1.1 Not applicable _ Fire Barriers B-706 Not applicable Shaft Enclosures B-707 Not applicable Fire Partitions B-708 Not applicable Smoke Barriers B-709 Not applicable Opening Protective B-Table 715.4 Not applicable 18 GAGE ALUMINUM SNAP ON COPING CAP BONDING ADHESIVE 1/2" SS SCREW&WASHER Interior Finishes 20 GAGE GALV. METAL (4 PER CLIP) EPDM ROOFING MEMBRANE 6 wall and Ceilings B-803.1 Utility& Miscellaneous"U" No restriction CLIP @ 40" O.C. 1-1/2"WOOD NAILERS' 8"ACQ TREATED (TYP.) SLIT FACE BLOCK i WATER STOP SEALANT 20 GAGE GALV. 1/2" DIA. GALV. STEEL LAG BOLT, RECESSED Interior Ervironment CONTINUOUS CLEAT SEALANT-----------______, FLASHING Ventilation B-1203.1 Mechanical See Mechanical Plan EPDM ROOFING MEMBRANE 7 Light B-1205.1 Artificial See Lighting Plan I 1/2"CONCRETE ANCHOR Min. Rm. Dimensions B-1208.1 7 ft. min, complies 1 1/2" SS RING SHANK NAILS ALUMINUM SCUPPER BOX Min. Ceiling Height B-1208.2 7.5 ft. min. complies .. WOOD NAILER(SEE WALL DETAIL) REFIlEdRENCE Exits- Occupant Load B-Table 1004.1.1 300 sq. ft./occupant 5 Occupants max. -- ---- ---- 4"x6"COMMERCIAL CANT STRIP GRADE,ALUMINUM Egress Width B-1005.1 0.2"/occupant x 5 occupant= 1" required 32" min size door provided SCUPPER& DOWNSPOUT ROOF ASSEMBLY Number of Exists B-Table 1005.1 2 exits required, except as See. 1Q15.1(one (1) One exit provided -- _- REFER TO STRUCTURAL SCDHS. C-22-Q081 exit allowed) SEALANT 8 2 exits required where any of the following 13 REVISED PER CLIENT 05/22/2024 12 REVISED PER SCDHS COMMENTS 04/01/2024 requirements apply: 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 1)- U Occupancy. With >49 Occupants 2) 10 REVISED PER CLIENT 02/28/2024 Spaces with one exist B-Table 1015.1 Where egress common path exceed 75' & (1) One exist required. 9 REVISED PER CLIENT 01/31/2024 8 REVISED PER SCDHS COMMENTS 11/22/2023 3)where required by 61015.3, l -- - - - -. 7 REVISED PER CLIENT 10/24/2023 B-1015.4& 1015.5 -- _ .._....._.._ , .._ _.. _..._. _ ... _ 6 REVISED PER CLIENT 09/01/2023 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 06/05/2023 Egress Components i PARAPET DETAIL 2 REVISED PER SCDHS COMMENTS 03/21/2023 Door Size B-1008.1.1 32 width min. 36 width provided /� 1 REVISED PER SCDHS COMMENTS 1 1/17/2022 Door Swing B-1008.1.2 side-hinged door provided SCALE : NOT TO SCALE 'LT1 ROOF SCUPPER DETAIL Number Revision Description Revision Date Stairs B-1009.1 not applicable /..� Designed By Date Submitted =V) SCALE : NOT TO SCALE BAG/LT 10 Handicap Access B-1103.2 Utility&Miscellaneous "U" Exempt Drawn Date Created LT 11/11/2022 Special Inspections Approved By BAG Scale AS NOTED BCNYS-CH17 CAient 11 B-1704.4 Concrete Construction Required. See Special THE ENCLAVES Inspections Schedule 56655 ROUTE 25 B-1704.5 Occupancy Category Ill - Level 1 Special Required, See Special SOUTHOLD, NY 11971 Inspection Inspections Schedule a ° 2 Project Plumbing Code Utility&Miscellaneous"U" 1 water closet,and 1 sink � - THE ENCLAVES Fixture Count P-Table 403.1 None required provided 10" ° 11-4" 12 PROPOSED SEWAGE ° O ° Water Supply P-603.1 3/4" min. service pipe 1" copper type "K" ° TREATMENT PLANT { 2'-6"As per MCNYS See. 403.3,ventilation rates Project Address: Mechanical Cade for occupancies not included in Table 12 Air changes per hour provided as per 10 56655 ROUTE 25 13 Ventilation Rates 403.3 shall be determined by an approved M-Table 403.3 State Standards (GLUMRB) - RECOMMENDED 2 SOUTHOLD, TOWN OF SOUTHOLD STANDARDS FOR WASTEWATER FACILITIES engineering analysis. 1 1" WWF4x4-W2.9 xW2,9 SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number. 1000-63-3-15 41' � 3" Regulatory Reference Number. 4 ° Title of Drawing: Ti 2'-6" C '"" C E SPLASH BLOCK DETAIL c o , , I C SCALE : NO TO SCALE — Drawing Number OF NEW y NDREW �� W w � om n W >g Sheet of o `r�QA 092523 �� 9 22 e S SI PWGC Project Number: Unauthorized alteration elatedrad men AVG1803 Z P to this drawing and related documents w is a violation of Section 7209 LL o Of the New York State Education Law �o o a ODOR CONTROL TREATMENT EQUIPMENT NEW 4'-10"x 8'-8"x 1-0" VOLUME CAPACITY: 31.81 OF OR 198 GAL. NEW 4"x 6" ROOF SCUPPER CONCRETE LANDING (TYP. OF 2 CANISTERS) SEE DETAIL No. 5, SHT.A-1 CENTER AT DOOR. 81_811 NEW 4'-6'x 6-0"x 0-6" A-3 ri CONCRETE LANDING AA CENTERAT DOOR. • ' ' • ' ' • . • A-3 i ~ •' STAINLESS STEEL LABORATORY SINK � CLIENT DRIVEN SOLUTIONS PROCESS BLOWERS (TYP. OF 3) 4'-10" 01 y WALLIMOUINT NT MOUNTED USE HOTWATERIC NEW WALL(MOUNTED P.W. GROSSER CONSULTING ENGINEER EXHAUST FAN AND HYDROGEOLOGIST, P.C. (TYP.) 01 O2 6-9" 0 Johnson Avenue.- Suite 7 l :� CL A > 63 Bohemia. NY. 11716-2618 ,/ i NEW BATHROOM EXHAUST FAN Phone: (631)589-6353. Fax: (631)589-8705 E-mail: INFO@PWGROSSER.COM FILE ' 10'-9" CABINET CONSULTANTS 01 WC Z a r---- --------� NEW 6"THICK CONCRETE i i 71"5 ' 5'-2" _ C� BASE. EXTEND 6" BEYOND i i o gg ,' g6 THE EDGE OF THE BLOWERS. 1 1 BESST i o_ CONTROL t 1.5 KW ELECTRIC HEATER A-3 A / .,-PANEL m DESK � � EMERGENCY EYE WASH 13'-6" i i /' 3 K'W FLOW METER j ' ELECT,,RIC /CHART STATION BB � HEATS RECORDER �__ _ NEW INTAKE LOUVER& gg A-3 I R — - — ' MOTORIZED OPERATOR A-3 I r 3r Crr --- Err , -V Q 01 MIN-BLOWER LA ORATORY 03 — AUTOMATIC TRANSFER j 1' ROOM" � � \ SWITCH (ATS) -0" 1 1 MIN. TAPER ROOF INSULATIONG TO DRAIN ALARM DIALER W/CELLAR I 1 2'-0" '- 4'-0" ROOF RUNOFF TOWARD NEW SCUPPER O01 �; SERVICE NEW 12"H ROOF PARAPET WALL MAIN SERVICE CIRCUIT WITH ALUMINUM COPING ; BREAKER AA NEW INTAKE LOUVER WITH 5,-0„ CT• UTILITY UTILITY METER A-3 MOTORIZED OPERATOR METER 14'-5" 24'-0" MIN. 30"X 48"ADA LANDING CLEARANCE 01 4'-6" (TYP.) DIA. REDUCED PRESSURE ZONE ROOF P LAN FE NC l� B ' ACKFLOW PREVENTION DEVICE BY FEBCO, MODEL LF825 Y SEE DETAIL, SHT. M-8 6'-0" NEW 4'-6"x 6'-0"x-9-t ^ 2" PVC DRAIN WITH BIRD SCREEN SCALE : 3/8"= 1' CONCRETE. AA CENTER AT DOO SCDHS: C-22-0081 A-3 FLOOR PLAN SCALE : 3/8"= V 13 REVISED PER CLIENT 05/22/2024 12 REVISED PER SCDHS COMMENTS 04/01/2024 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 10 REVISED PER CLIENT 02/28/2024 9 REVISED PER CLIENT 01/31/2024 8 REVISED PER SCDHS COMMENTS 11/22/2023 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 0 9/0 1/2023 NO. DOOR SLAB FRAME HARDWARE LINTEL* REMARKS 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 QUANTITY SIZE TYPE MATERIAL THRESHOLD 3 REVISED PER SCDHS COMMENTS 06/05/2023 2 REVISED PER SCDHS COMMENTS 03/21/2023 01 4'-0"x 8'-0" 1-3/4" FRP FRP AL GROUP#1 8"x 8"CMU W/TWO (4) NO.5 REBAR EXTERIOR DOORS 1 REVISED PER SCDHS COMMENTS 11/17/2022 ' Number Revision Description Revision Date L 1 T-O"x 6'-8" 1-3/4" FRP FRP AL GROUP#2 8"x 8"CMU W/TWO 2 NO.5 REBAR BLOWER ROOM 02 O i 8" SPLIT MASONRY BLOCK WALLS Designed By BAG/LT DateSreatedd Drawn By Date Created 03 1 2'-8"x 6'-8" 1-3/4" FRP FRP AL GROUP#2 8"x 8"CMU W/TWO (2) NO.5 REBAR BATHROOM LT 11/11/2022 Approved By Scale BAG AS NOTED Client: ABBREVIATIONS 4" MASONRY BLOCK WALLS THE ENCLAVES FRP FIBERGLASS REINFORCED DOORS 8' HIGH 56655 ROUTE 25 AL ALUMINUM SOUTHOLD, NY 11971 *LINTEL REINFORCEMENT SHALL EXTEND 12" PAST EDGE OF OPENIGS. 4" MASONRY BLOCK WALLS Project TO THE UNDERSIDE OF THE ROOF THE ENCLAVES PROPOSED SEWAGE HARDWARE GROUP#1 HARDWARE GROUP#2 TREATMENT PLANT HINGES: 4-1/2"x 4-1/2" STAINLESS STEEL HINGES: 4-1/2"x 4-1/2"STAINLESS STEEL Project Address: EXIT DEVICE: HAGER-4500 SERIES STAINLESS STEEL EXIT DEVICE: YALE -4700 SERIES - (F76A) 56655 ROUTE 25 EXIT TRIM: HAGER-4500 SERIESO-45CE STAINLESS STEEL SURFACE CLOSER: HAGER-4500 SERIESO-45CE STAINLESS STEEL SOUTHOLD, TOWN OF SOUTHOLD SURFACE CLOSER: HAGER-5200 SERIES-ALUMINUM ALLOY KICK PLATE: IVES-STAINLESS STEEL(DULL) SUFFOLK COUNTY, NEW YORK KICK PLATE: IVES-STAINLESS STEEL(DULL) SADDLE: NATIONAL GUARD PRODUCTS, ALUMINUM SADDLE: NATIONAL GUARD PRODUCTS,ALUMINUM DOOR BOTTOM: NATIONAL GUARD PRODUCTS-36VA -VINYL County Tax Map Number: Contract Number. 1000-63-3-15 DOOR BOTTOM: NATIONAL GUARD PRODUCTS-36VA -VINYL SEALS: NATIONAL GUARD PRODUCTS- 130NA-NEOPRENE Regulatory Reference Number: SEALS: NATIONAL GUARD PRODUCTS - 130NA- NEOPRENE Title of Drawing L NO. QUANTITY MAKE MODEL SIZE TYPE FRAME LINTEL NOTES 12 x 12 CMU W/TWO (4) NO.5 REBAR AND LABORATORY ROOM & BLOWER 3 01 :Z GREENHECK EAC-401 18 X 18 MOTORIZED EXTRUDED ALUMINUM ONE 3 x 3-1/2"x 5/16" STEEL BRICK SHELF ROOM 1 1 1 1 ® 1 's NO. MODEL SIZE TYPE / t 1 FRAME LINTEL NO Drawing Number, a pF NE QUANTITY MAKE TES DREW U4 01 :? GREENHECK CUE-090-DGE119XQD 306-811CFM DIRECT DRIVEN SPUN ALUMINUM 12"x 12" CMU W/TWO (4) N0.5 REBAR AND LABORATORY& BLOWER ROOM * Q �, lez�L ONE 3 x 3-1/2"x 5/16" STEEL BRICK SHELF FANS TO BE PROVIDED WITH A DAMPER. v W� r (Y m m GAIAVANIZED WALL PENETRATION FOR 6" DIA. DUCT BATHROOM �' W 02 I BROAN 512M 70 DIRECT DRIVEN y sheet ofSTEEL o a� 092523 �� 10 22 ABBREVIATIONS FESS1p� PWGCProjeclNumber: g� FRP FIBERGLASS REINFORCED DOORS ww a Unauthorized aeration or addition Z F to this drawing and related documents w u7 AL ALUMINUM 9 803 = Is a violation of Section 7209 LL o of the New York State Education Law o a a ALUMINUM COPING NEW EXTERIOR ALUMINUM COPING TASK LIGHT VERTICAL REINFORCEMENT NEW 4"x 6" ROOF ALUMINUM SCUPPER& IN FULLY GROUTED CELL DOWNSPOUTS (SEE SHT.A-3) T 8"SPLIT FACE j_ ' J..... ...... BACKER ROD 1,.CONCRETE BLOCK._ I I I T I "_ �, NEW EXHAUST FAN CLIENT DRIVEN SOLUTIONS NEW INTAKE LOUVER 8"SPLIT FACE BLOCK--------,,",. ODOR CONTROL P.W. GROSSER CONSULTING ENGINEER EXHAUST AND HYDROGEOLOGIST, P.C. NEW EXTERIOR LIGHTING .._......,..,{„_...... jrz._ ., DUR-O-WALL 0 FIXTURE (TYP.) L REINFORCEMENT NEW 6"THICK CONCRETE 630 Johnson Avenue. Suite 7 16"O.C.VERTICALLY ' 8"SPLIT FACE BLOCK C NEW SPLASH BLOCK 'T-------i' NEW 4'-O"x 8'-0" FIRP DOOR % SEE SHT. A-1 I ,� 1.11 1:11- 1� 11�, I I " , i ." ; " 1 1 Bohemia- NY- 11716-2618 i' ' LANDING @ PER FOOT r ...... , . 1 1. 1 i .I- 1 1 1. �_11111.1-1 SLOPE Phone: (631)589-6353. Fax: (631)589-8705 ODOR CONTROL I i i I ....... E-mail: INFO@PWGROSSER.COM TREATMENT EQUIPMENT .......... .. .... ON CONCRETE,SLAB NEW CONCRETE LANDING T CONSULTANTS • LL.J 8"SLIP FACE GRADE 32.00 GRADE 32.00 MASONRY UNITS "z NEW CONCRETE I I I I NEW CONCRETE FOUNDATION WALL. CONTROL JOINT FOUNDATION WALL. SEE SHT. S-2 ___Z SEE SHT. S-2 \ I I ODOR CONTROL INTAKE _J L_ _J . ........ ........ ........ SEE MECHANICAL::�x PLAN ................................................... .............. .......... ..............\ .. ....... -SOUTH ELEVATION- EAST ELEVATION SCALE : 1/4"= 1' SCALE : 1/4"= 1' -------- BACKER ROD PREFORMED GASKET NEW 4"x 6"ALUMINUM SCUPPER V_ ....... DUR-O-WALL NEW 4"x 6" ROOF ALUMINUM COPING ALUMINUM SCUPPER & ........ ............. E-T DOWNSPOUTS ALUMINUM COPING SEALANT _J NEW 4"x6"Al-UMINUM T MASONRY REINFORCEMENT DETAIL SCUPPER J SCALE : NO TO SCALE 4" NON-BEARING NEW4"ALUMIINUM �NEW4"ALUMINUM P)tRr1rM1JENr1" DOWNSPOUT MASONRY WALLS(TYP) DOWNSPOUT f _T NEW EXTERIOR TASK LIGHT J.- T_ DUR-O-WALL REINFORCEMENT i I( _I.., .} + "_r. . .NEW EXTERIOR LIGHTING 8"SPLIT FACE BLOCK IMFERENCNO. FIXTURE (TYP.) J.... E, , , 1_r------ — NEW 4'-O"x 8'-0" FRIP DOOR 16"O.C.VERTICALLY NEW EXHAUST FAN 0 NEW INTAKE LOUVER 8" SPLIT FACE ------ NEW 6"THICK CONCRETE - CONCRETE BLOCK FURNISH AND INSTALL ONE(1) No.4 BAR,VERTICALLY, EVERY LANDING @ PER FOOT _T -0"O.C. IN FULLY GROUTED CELL. PROVIDE#4 DOWELS _J SLOPE 3' SCDHS: C-22-0081 8"SPLIT FACE: BLOCK NEW SPLASH BLOCK EMBEDDED INTO CONCRETE SLAB(ALIGNED WITH MASONRY NEW 6"THICK CONCRETE 4, SHT A-3)(SEE SECTIOI` klit5M @ Ys PER FOOT SEE SHT. A-1 REINFORCEMENT) SLOPE GRADE 32.00 F_ GRADE 32.00 PROVIDE DUR-O-WALL TEE 13 REVISED PER CLIENT 05/22/2024 12 REVISED PER SCDHS COMMENTS CONNECTIONS 04/01/2024 11 REVD.&ISSUED FOR BUILDING PERMIT 03/22/2024 NEW CONCRETE I I I I NEW CONCRETE 8-INCH CMU 10 REVISED PER CLIENT 02/28/2024 FOUNDATION WALL. I I I I FOUNDATION WALL. I I I I 9 REVISED PER CLIENT 01/31/2024 8 REVISED PER SCDHS COMMENTS 11/22/2023 SEE SHT. S-2 SEE SHT. S-2 F 7 REVISED PER CLIENT 10/24/2023 __J _J 09/01/2023 L___J T 6 REVISED PER CLIENT 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 06/05/2023 NORTH ELEVATION WEST ELEVATION 2 REVISED PER SCDHS COMMENTS 03/21/2023 SCALE : 114"= 1' SCALE : 1/4"= 1' 1 REVISED PER SCDHS COMMENTS 11/17/2022 Number Revision Description Revision Date MASONRY REINFORCEMENT DETAIL Designed By BAG/LT Date Submitted (411 MASONRY WALLS) Drawn By LT Date Created 11/11/2022 Approved By Scale SCALE : NO TO SCALE Client BAG AS NOTED THE ENCLAVES 30-YEAR WARRANTY @ 100 MPH WIND SPEED, CARLISLE 56655 ROUTE 25 30-YEAR WARRANTY @ 100 MPH WIND SPEED, CARLISLE EPDM ROOFING SYSTEM OR APPROVED EQUAL SOUTHOLD, NY 11971 EPDM ROOFING SYSTEM OR APPROVED EQUAL -90 MIL UNREINFORCED EPDM MEMBRANE Project -90 MIL UNREINFORCED EPDM MEMBRANE -2-1/2"RIGID INSULATION BOARD DETAIL 4. PARAPET WALL - -1/2"RIGID INSULATION BOARD -5/8"SECUROCK BOARD THE ENCLAVES SHT.A-1 2 DETAIL 4. -HOLLOWCORE PLANKS -5/8"SECUROCK BOARD PARAPET WALL - HOLLOWCORE PLANKS SHT.A-1 PROPOSED SEWAGE TOP OF HOLLOWCORE PLANK T ELEV.45.17' TOP OF HOLLOWCORE PLANK NEW4"CONCRETE MASONRY UNIT T ELEV.45.17' TREATMENT PLANT WALL,TO BE FULLY EXTEND TO APPLY A COAT OF HIGH Project Address: i ROOF UNDERDECK, SEAL AROUND PERFORMANCE BLOCK FILLER TO 56655 ROUTE 25 ALL PENETRATIONS. THE INTERIOR WALLS. APPLY A COAT OF HIGH SOUTHOLD, TOWN OF SOUTHOLD .00: "BENJAMIN MOORE SUPER SPEC HP PERFORMANCE BLOCK FILLER TO SUFFOLK COUNTY, NEW YORK 8"SPLIT FACE BLOCK WATERBORNE BLOCK FILLER P31" PROCESS TANK BLOWER THE INTERIOR WALLS. PROCESS TANK "BENJAMIN MOORE SUPER SPEC HP tract Number. County Tax Map Number. Con BLOWER 8"SPLIT FACE BLOCK -------� 6"CONCRETE BASE WATERBORNE BLOCK FILLER P31" 1000-63-3-15 Reguilatory Reference Number: 6" REINFORCED CONCRETE SLAB Title of Drawing: VAPOR BARRIER HUNCH FOOTING FH--1 HUNCH FOOTING 0 12"OF 3/4"CRUSHED 6" REINFORCED CONCRETE SLAB HUNCH FOOTING FHA 0MTR%03&' L 13LDG. 2 FH-2. SEE DETAIL, ! SEE DETAIL, SHT. S4 '1� VAPOR BARRIER ROCK SUB-BASE SEE DETAIL, SHT. S-2 SHT. S-2 CRUSHED ROCK SUB-BASE c EXPANSION JOINT TYP EXPANSION JOINT TYP """`L"mVAT10mwS & TOP OF SLAB R4 �rk TOP OF SLAB S cl—c""PONS GRADE 32.00 Y ELEV. 32.50' GRADE 32.00'7 0 CONTROL FILL (SEE SHT.S-1) CONTROL FILL Drawing Number.0F NEW�, TOP OF FOOTING. . .... CITING (SEE SHT. S-1) W ca T ELEV.28.50' k TOP OF FOOTING 0 de�- 1. ELEV. 28.50' IIIIIIIEM >. APPLY DAMPROCIFING TO ALL 6"CONCRETE BASE FOUNDATION EXTERIOR SURFACES APPLY DAMPROOFING TO ALL E BELOW GRADE TYP. - FOUNDATION EXTERIOR Sheet Of r SURFACES BELOW GRADE TYP. e 4 LINE OF STRIP FOOTING ELEVATION 0925 3 22 SECTION A-A LINE OF STRIP FOOTING ELEVATION S PWGC Project Number: SECTION 13-13 SCALE : 114'11 1' Unauthorized alteration or addition to this drawing and related documents AVG1 803 G Is a violation of Section 7209 SCALE : 1/4" 1' of the New York State Education Law STRUCTURAL SPECIFICATIONS I. CODES AND STANDARDS III. REINFORCED CONCRETE IV. FOUNDATIONS A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE "2020 NEW YORK STATE A. UNLESS OTHERWISE NOTED: A. ALL FOOTINGS ARE DESIGNED TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM rn BUILDING CODE", LATEST EDITION, WITH THE SPECIFICATION, AND WITH BEARING CAPACITY OF 2.0 TONS PER SQUARE FOOT, UNLESS OTHERWISE NOTED. 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING ALL EXISTING LOOSE FILL AND UNSATISFACTORY BEARING MATERIAL SHALL BE THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. TO ASTM A615 GRADE 60. REMOVED FROM THE SITE. B. WHERE MORE STRINGENT, THE LATEST EDITION OF THE FOLLOWING CODES 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. B. CONTRACTOR SHALL SUBMIT CONTROL FILL SPECIFICATION FOR APPROVAL OF SHALL APPLY 1*0 WORK: THE ENGINEER. CONTROL FILL SHALL BE WELL GRADED MATERIAL, FREE OF CLIENT DRIVEN SOLUTIONS FOREIGN OBJECTS, AND HAVE A MIN. BEARING CAPACITY OF 2 TONS PER 1. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318, 2019. SQUARE FOOT. P.W. GROSSER CONSULTING ENGINEER B. CONCRETE MIX DESIGNS REQUIRED ARE LISTED BELOW. ALL CONCRETE MIXES 2. "STANDARD PRACTICE FOR SELECTING PROPORTIONS FOR NORMAL, SHALL CONFORM TO THE PROVISIONS FOR CONCRETE QUALITY CONTAINED C. BACKFILL OF CONTROL FILL SHALL BE DONE IN 10-INCH LIFTS MAX., AND AND HYDROGEOLOGIST, P.C. IN CHAPTER 5, ACI 318. COMPRESSIVE STRENGTH, F'c, IS MEASURED CONTRACTOR SHALL OBTAIN THE SERVICES OF A QUALIFIED MATERIALS TESTING HEAVYWEIGHT AND MASS CONCRETE", ACI 211.1., 2009. AT 28 DAYS AGE, EXCEPT IF HIGH STRENGTH CEMENT IS USED. COMPANY TO VERIFY SOIL COMPACTION TO A MINIMUM OF 95% MODIFIED 630 Johnson Avenue. . Suite 7 F'C IS MEASURED AT 7 DAYS AGE. PROCTOR IN ACCORDANCE WITH ASTM D 1557. PROCTOR. Bohemia. NY. 11716-2618 3. "RECOMMENDED PRACTICE FOR EVALUATION OF STRENGTH TEST RESULTS Phone: (631)589-6353. Fax: (631)589-8705 OF CONCRETE", ACI 214, 2019. D. DEWATERING SHALL BE PROVIDED AS REQUIRED SO THAT EXCAVATION, CONCRETE E-mail: INFO@PWGROSSER.COM MAXIMUM WORK AND BACKFILLING ARE PERFORMED IN THE DRY. CONSULTANTS 4. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING", ACI 301, 2020. MINIMUM MAXIMUM WATER CEMENT f'c CEMENT SLUMP RATIO E. TEMPORARY BRACING, SHEETING AND SHORING, ETC. SHALL BE THE SOLE 5. "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING (PSI)* (LBS. PER C.Y.) (IN.) RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE DESIGNED, FABRICATED AND PLACING CONCRETE, ACI 304, 2009. 4,000 NORMAL WEIGHT 700 311t1" 0.45 AND INSTALLED IN ACCORDANCE WITH ACCEPTED DRAWINGS PREPARED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE 6. "PLACING CONCRETE BY PUMPING METHODS", ACI 304.2R., 2017. OF NEW YORK. * f'c SHALL BE 28 DAY STRENGTH. F. CONTRACTOR SHALL NOT POUR CONCRETE UNTIL FIELD BORINGS 7. "HOT WEATHER CONCRETING", ACI 305R., 2020. HAS BEEN PERFORMED AND CHECKED BY THE ENGINEER 8. "COLD WIEATHER CONCRETING", ACI 306R., 2016. V. MISCELLANEOUS MATERIAL 9. "STANDARD PRACTICE FOR CURING CONCRETE", ACI 308., 2016. C. PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES IN THE LOCATIONS INDICATED: A. JOINT FILLER - PREFORMED, NON-EXTRUDING, RESILIENT TYPE, NON-ASPHALTIC 10. "STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE", ACI 309., 2015. CONFORMING TO ASTM D1752. COARSE B. DRILLED-IN ANCHORS INTO WORK SHALL BE EXPANSION TYPE UNLESS NOTED 11. "CONCRETE SANITARY ENGINEERING STRUCTURES", ACI 350R., 2006. F'c AGGREGATE LOCATIONS OTHERWISE. ACCEPTABLE ANCHORS: KWIK BOLT II BY HILTI FASTENING 12. "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES", SYSTEMS, TULSA, OKLAHOMA; RED HEAD WEDGE ANCHORS BY ITT PHILLIPS 4,000 PSI NORMAL WEIGHT WALLS AND TANK DRILL DIVISION, OR OTHER ACCEPTED BY ENGINEER. ACI 530.;, 2013. BASE SLAB STEEL MEMBER PAINTING SHALL BE BENJAMIN MOORE, ONE COAT OF METAL 13. "NATIONAL ELECTRICAL CODE", NEC 2020. 4,000 PSI NORMAL WEIGHT ALL CONCRETE PRIMER, AND TWO PART EPDXY PAINT. COLOR TO BE CHOSEN BY OWNER. 14. "MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER UNLESS SPECIFICALLY STRUCTURES", ASCE-7, 2022. SHOWN OTHERWISE VI. SUBMITTALS C. REFERENCE DOCUMENTS: A. GENERAL: SUBMIT SAMPLES, SHOP DRAWINGS, PRODUCT DATA, TEST REPORTS D. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN AND DATA, MANUFACTURER'S NAMES, CERTIFICATIONS AND PROCEDURES 1. "ACI DETAILING MANUAL - 1988", SP-66 (INCLUDES ACI 315-80 IN THE CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS FOR ALL SPECIFIED ITEMS AND AS REQUESTED. SHOP DRAWINGS SHALL CONFORM AND ACI 315R-80). OTHERWISE SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO THE BEST STANDARDS OF THE CONSTRUCTION INDUSTRY, AND SHALL BE TO DEVELOP ITS FULL TENSILE CAPACITY IN ACCORDANCE WITH ACI 318. PREPARED BY AND UNDER THE SUPERVISION OF COMPETENT ENGINEERING 2. MANUAL OF STANDARD PRACTICE", CONCRETE REINFORCING STEEL PERSONNEL. INSTITUTE. REINFORCING BAR DEVELOPMENT LENGTHS SHALL BE IN ACCORDANCE WITH ACI-318TDA j`1�� UNLESS NOTED OTHERWISE. B. REINFORCED CONCRETE: � 3. "STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS", F. DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD 1. SUBMIT REINFORCING STEEL SHOP DRAWINGS INCLUDING APPLICABLE IM i 1 CJ''"1 ACI 117. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315). BAR LISTS AND BENDING SCHEDULES. INDICATE ALL LAP LENGTHS AND LOCATIONS AND CLEAR COVER ON REINFORCING STEEL 4. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", ACI 347 G. MINIMUM CONCRETE COVER FOR REINFORCEMENT (SUBJECT TO TOLERANCES IN THE PLACING PLANS. WITH THE: SPECIFIC DELETION OF REFERENCE TO TOLERANCES WHERE PERMITTED BY CODE) SHALL BE AS GIVEN IN PARAGRAPH 7.7.1 OF ACI 318, IN CONFLICT WITH THIS SPECIFICATION. TOLERANCES GIVEN IN ACI 117 UNLESS OTHERWISE INDICATED. 2. SUBMIT CERTIFIED MILL TEST REPORTS FOR CEMENT AND STEEL SCDHS: C-22-0081 SHALL APPLY TO THE WORK. REINFORCING UPON REQUEST. H. ALL WALL AND FLOOR SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY 3. SUBMIT CONCRETE MIX DESIGN. II. GENERAL WITHOUT HORIZONTAL CONSTRUCTION JOINTS, UNLESS SHOWN IN THE CONTRACT 13 REVISED PER CLIENT 05/22/2024 DRAWINGS. 4. SUBMIT CATALOG CUTS FOR TIES, WATERSTOPS, VAPOR BARRIER, 12 REVISED PER SCDHS COMMENTS 04/01/2024 A. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED AND EXPANSION ANCHORS. 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 IN THE DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE I. CONCRETE MIX: CONTRACTOR'S MIX DESIGN SHALL INCLUDE WRITTEN 10 REVISED PER CLIENT 02/28/2024 ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN DESCRIPTIONS OF CONTRACTOR'S METHODS FOR MIXING, PLACING AND CONVEYING 9 REVISED PER CLIENT 01/31/2024 AND CONSTRUCTION OF FALSEWORK, FORMWORK, STAGING, BRACING, SHEETING, SUCH CONCRETE. CONCRETE MIX SHALL BE PREPARED TO PROVIDE CONCRETE C. SUBMIT CONTROL FILL SPECIFICATIONS 8 REVISED PER SCDHS COMMENTS 11/22/2023 SHORING, ETC. WITH 3" f1-1/2" MAXIMUM SLUMP MEASURED AT THE POINT OF DELIVERY. 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/01/2023 J. ALL CONCRETE OTHER THAN FOR FOOTINGS SHALL BE AIR-ENTRAINED TO 4 TO 6 5 REVISED PER SCDHS COMMENTS 07/26/2023 B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY STRUCTURAL PERCENT. EXTERIOR CONCRETE SHALL BE AIR ENTRAINED TO 5 TO 7 PERCENT. VII. CONTROLLED INSPECTION 4 REVISED PER SCDHS COMMENTS 06/30/2023 ELEVATIONS AND DIMENSIONS WITH EXISTING CONDITIONS AND WITH OTHER CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE. 3 REVISED PER SCDHS COMMENTS 06/05/2023 DRAWINGS; COORDINATE LOCATION OF SLEEVES AND OPENINGS 2 REVISED PER SCDHS COMMENTS 03/21/2023 THROUGH THE: STRUCTURE, SLAB DEPRESSIONS, FLOOR DRAINS, INSERTS, A. PROVIDE CONTROLLED INSPECTION FOR INSTALLATION OF: 1 REVISED PER SCDHS COMMENTS 11/17/2022 AND OTHER RELATED ITEMS. K. AGGREGATE: COARSE AGGREGATE SHALL BE NORMAL WEIGHT ASTM C33 MAX Number Revision Description Revision Data 1-INCH SIZE. 1. FOUNDATION BEARING SURFACES. C. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS Designed By Date Submitted Dr OF DIMENSIONS OR QUANTITIES AND FOR THE FITTING TO OTHER WORK; FOR WORK 2. CAST-IN-PLACE CONCRETE. BAG/LT Drawn By Date Created TO BE CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION PERTAINING L. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS LT 11/11/2022 TO THE FABRICATION PROCEDURE OR TO THE MEANS, METHODS, TECHNIQUES, OF THE CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE 3. SUB-GRADE BELOW SLAB ON GROUND. Approved By Scale SEQUENCES AND PROCEDURES OF CONSTRUCTION; AND FOR THE COORDINATION OF THE ENGINEER. Client BAG AS NOTED OF STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. THE VERIFICATION B. ALL CONTROLLED INSPECTION SHALL BE DONE UNDER THE SUPERVISION THE ENCLAVES OF THE PHYSICAL INTERRELATIONSHIPS OF ELEMENTS OF THE WORK FROM PLANS SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. AND SPECIFICATIONS AND IN THE FIELD IS THE CONTRACTOR'S SOLE RESPONSIBILITY. M. MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET REPORTS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR REVIEW. 56655 ROUTE 25 1 SOUTHOLD, NY 11971 IS NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, REVIEW OF CONTRACTOR'S SUBMISSIONS DOES NOT RELIEVE CONTRACTOR VIII. SCHEDULE N. NOR LESS THAN 8", AND IN ACCORDANCE WITH PARAGRAPH 12.18 OF ACI-318. Project FROM THESE RESPONSIBILITIES. D. SEE ARCHITECTURAL DRAWINGS FOR DETAILS AND LOCATION OF OPENINGS 0. WELDING OF REINFORCING BARS IS PROHIBITED. A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS THE ENCLAVES OR RECESSES, IN WALLS AND SLABS AND OTHER DIMENSIONS NOT SHOWN BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS. PRIOR TO POURING CONCRETE. ALL CONCRETE POURS SHALL BE PROPOSED SEWAGE IN STRUCTURAL DRAWINGS. SUBJECT TO THE INSPECTION BY THE SCDHS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR INFORMATION P. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT TREATMENT PLANT REGARDING SIZE AND LOCATION OF OPENINGS FOR DUCTS, PIPES, CONDUITS, DISPLACEMENT BY CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE MACHINE PADS, ETC. 16 GAUGE CONFORMING TO ASTM A82. Project Address: Q. REINFORCING STEEL SUPPORTED ON THE GROUND SHALL BE PLACED ON PRECAST 56655 ROUTE 25 PROPOSED OPENINGS OR RECESSES IN THE STRUCTURE WHICH ARE NOT SHOWN SOUTHOLD, TOWN OF SOUTHOLD IN THE STRUCTURAL DRAWINGS, EITHER DIRECTLY OR BY TYPICAL DETAIL, BLOCKS PRODUCED SPECIFICALLY FOR THE INTENDED PURPOSE. SHALL BE SUBMITTED FOR ACCEPTANCE. SUFFOLK COUNTY, NEW YORK E. ALL CONCRETE MASONRY UNITS CONTAINING MASONRY ANCHORS, DOWELS, R SLAB-ON-GROUND: STRUCTURAL DESIGN CRITERIA County Tax Map Number; 1000-63-3-15 Contract Number. REINFORCING STEEL, ETC. SH,4 Regulatory Reference Number.LL BE FILLED SOLID WITH GROUT. 1• CAST OVER A MINIMUM OF 12 INCHES OF FREE DRAINING GRAVEL FILL. _ REQUIRED SUPERIMPOSED DEAD LOAD (PSF) SUPERIMPOSED Tide of Drawing PROVIDE VAPOR BARRIER OVER GRAVEL FILL AS BOTTOM FORM FOR SLAB DEAD LOAD REFERENCE , ON GROUND. OVERLAP JOINTS AND BOND TOGETHER IN ACCORDANCE ROOFING MECH/ELEC TOTAL PROVIDED (PSF) WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE MOISTOP GRADE 395 ROOF 20 5 25 25 ASCE 7-10 BY FORTIFIBER CORP. OR OTHER ACCEPTED BY ENGINEER. FLOOR - 200 200 200 ASCE 7-10 LIVE LOAD REQUIRED LIVE LOAD (PSF) PROVIDED (PSF) REFERENCE ROOF 20 20 NYSBC TABLE 1607.1 QI vmm N 1,A Ii Ia FLOOR 100 100 NYSBC TABLE 1607.1 PSF SNOW LOAD REQUIRED SNOW LOAD Drawing Number s OF NEw . N (PSF) PROVIDED (PSF) REFERENCE �Q� �oltEly you P o ROOF 15.75 15.75 ASCE 7-10 Q WIND LOAD REQUIRED WIND LOAD (PSF) PROVIDED (PSF) REFERENCE y = meat of o ROOF 27.40 27.40 ASCE 7-10 `rF� 092523 12 22 WALL 22.80 22.80 ASCE 7-10 PWGC Project Number. �w Unauthorized alteration or addition zd 9 AVG 1803 J to this drawing and related documents w is a violation of Section 7209 LL o of the New York State Education Law o a a 8"THICK HOLLOWCORE PLANK BY FABCON PRECAST OR 3" BEARING ON 25'-0" APPROVED EQUAL EXTERIOR BEARING j WALL(TYP.) -�-- 24'-011 _ , 1'-011 8"CMU i WALL TYP. r . CLIENT DRIVEN SOLUTIONS 1" BEARINGP.W. GROSSER CONSULTING ENGINEER 1" BEARING (TYP. EXTERIOR (�, AND HYDROGEOLOGIST, P.C. P EXTERIOR r i i CONTINUOUS CONCRETE SIDE LAP WALL) SIDE LAP WALL) 630 Johnson Avenue.. Suite 7 FOOTING (TYP.) IIIIII IIIII III(IIII S— " „ rt - 8 SC1- M U WALL B ohemia. NY. 11716-2618 HUNCH FOOTING UNDER WALL. SEE Phone: (631)589 6353. Fax: (631)5 89-8705 21-0" 8"CMU BEARING WALLE-mail:-maiI: INFO@PWGROSSER.COM DETAIL SECTION No.2, SHT. S-2 (TYP.ALL EXTERIOR WALLS) CONINUOjS FOUNDATION CONSULTANTS 146" WALL 2 13'-6" EXPANSION JOINTS AT SLAB PERIMETER 12'-8" SPAN 6"REINFORCED CONCRETE SLAB TOP ELEV. 32.50 2 ........... 8"MASONRY SPLIT FACED BLOCK WALL I / J / ' �------------ ----- - -------------------J in 1'-01r '7 24'-0" #5 BARS AT 12"O.C. EACH WAY TOP AND BOTTOM @ SLAB ON GRADE 3" BEARING (TYP.) 8" CMU WALL (TYP.) FOUNDATION PLAN ROOF FRAMING PLAN DEPARTMENT SCALE : 1/4"= 1' SCALE : %"= 1' REFERENCE N • 34'-0 SCDHS: C-22-0081 C� T TOP OF WALL ELEV.46.50' I '-0' i................._......._..........._..........._......._.......................................... 32 STRUCTURAL NOTES: 05/22/2024 TOP OF HOLLOWCORE PLANK r- , 13 REVISED PER CLIENT ....................................... .......... ..................................... TOP OF HOLLOWCORE PLANK ROOF PLANK ELEV.45.17' ELEV.45.17' a. ALL TANKS AND STRUCTURES SHALL BE DESIGNED IN ACCORDANCE WITH THE 12 REVISED PER SCDHS COMMENTS 04/01/2024 K!r ROOF PLANK '' FOLLOWING CODES: 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 CONTINUOUS BOND BEAM WITH TWO 2 ----- 10 REVISED PER CLIENT 02/28/2024 „ 1. BUILDING CODE OF NEW YORK STATE,LATEST EDITION. 01/31/2024 CONTINUOUS BOND BEAM WITH TWO(2) (-- 8-8 ii. ASCE-7,LATEST EDITION. 9 REVISED PER CLIENT NO. 5 BARS(TYP.) NO. 5 BARS TYP. 8 REVISED PER SCDHS COMMENTS 11/22/2023 (TYP.) iii. STEEL DESIGN SHALL BE IN ACCORDANCE WITH AIC MANUAL OF STEEL PLAN VIEW CONSTRUCTION. 7 REVISED PER CLIENT 10/24/2023 iv. CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH ACI STANDARDS, 6 REVISED PER CLIENT 09/01/2023 SPECIALLY BUT NOT LIMIT TO ACI 318 AND ACI 350. 5 REVISED PER SCDHS COMMENTS 07/26/2023 .-° 1/2 } 4'-10" 4 REVISED PER SCDHS COMMENTS 06/30/2023 b. FOR ALL CONCRETE POURED IN PLACE, A CONCRETE TESTING LAB, ACCEPTABLE 3 REVISED PER SCDHS COMMENTS 06/05/2023 1 TO THE SCDPW, SHALL BE UTILIZED AT BOTH THE CONCRETE BATCHING PLANT 2 REVISED PER SCDHS COMMENTS 0 /21/2023 AND THE PROJECT SITE. 1 REVISED PER SCDHS COMMENTS 1 1/17/2022 11/2 PLAN VIEW Number Revision Description Revision Date TWO(2) NO. 5 BARS,VERTICALLY, NO. 5 BARS,VERTICALLY, EVERY 4'-0" 8,-8„ 1 1/2" EVERY 4'-0"O.C. IN FULLY GROUTED O.C. IN FULLY GROUTED CELLS OF /� " rr� �2 O.C. E.F. Designed By Date Submitted ( ) _ 1... CELLS OF 8" MASONRY SPLIT FACED NEW 8"MASONRY SPLIT FACED BLOCK �„ BAG/LT BLOCK WALL TYP.ALL WALLS Drawn By Date Created WALL(TYP.ALL WALLS) _ LT 11/11/2022 1 1/2" Approved BY Scale BAG AS NOTED BESST TANK FOUNDATION SLAB DETAIL Client SCALE : NOT TO SCALE #4@12" O.C. E.F. THE ENCLAVES 12-0 THE 12'-0„ 56655 ROUTE 25 91-31, SOUTHOLD, NY 11971 i ODOR CONTROL CONCRETE PAD DETAIL Project 2'-9 a'_9 SCALE : NOT TO SCALE -3" THE ENCLAVES " . 4-INCH CMU REINFORCED WALL P ROPOSED SEWAGE #5 BARS AT 12"O.C. EACH PLAN VIEW WAY @ SLAB ON GRADE TREATMENT PLANT —9-3„ 1 1/2" TWO(2) No. 5 BARS AT 48"O.C. -- Project Address: (2' MIN EMBEDMENT) 1�" 48" 56655 ROUTE 25 No.5 BARS AT EMBEDMENT) ED SOUTHOLD, TOWN OF SOUTHOLD ALIGNED WITH MASONRY - REINFORCEMENT (7"MIN. HOOK EMBEDMENT) 30" MIN. 30"MIN. ALIGNED WITH MASONRY REINFORCEMENT 1 1/z' Err LAP SPLICE LAP SPLICE ll SUFFOLK COUNTY, NEW YORK (TYP.) ( „ _ 6" County Tax Map Number. 1000-63-3-15 � Nunber. P.) #4@12" O.C. E.F. 6+................ Regulatory Reference Number.TOP OF SLAB TOP OF SLAB - 1' - - T ELEV. 32.50' ELEV.32.50' rme of Drawing: OL GRADE32.00 GENERATOR CONCRETE PAD DETAIL HUNCH SLAB FH-1 DETAIL / SCALE : NOT TO SCALE SCALE : NOT TO SCALE CUM I K%JL Is to IVHUNCH FOOTING CENTER ON WALL 4'-0" M SEE DETAIL, SHT.S-2 8 HALLOWCORE PLANK BY 90 DEGREE BEND HOOK FABCON PRECAST OR APPROVED 1 (TYP-) #5 BARS AT 12"O.C. EACH EQUAL. WAY @ SLAB ON GRADE 1 STRAND AREA=0.805 SQ. FT. MIN. t' 1 ' 1 ® 1 a TOP OF FOOTINGFO O O O O Drawing Number. .......... ELEV.20.50' 8" 1'-0" — U 1; OF NEW,t, 1...... Err 6'r N W I — 2' 01 -0" 2#4 BARS CONTINUOUS&#4 BARS --- AT 2'-6"O.C. 1, 6" -CONCRETE COMPRESSIVE STRENGTH=5,000 PSI Of 2' C-) W � Sheet of `rF 092523 13 22 0 SECTION No. 1 SECTION No.2 HUNCH SLAB FH-2 DETAIL HOLLOWCORE PLANK DETAIL FEssio `' PWGCProjeclNumber 3 . W 1 SCALE : NOT TO SCALE SCALE : NOT TO SCALE SCALE : NOT TO SCALE Unauthorized alteration or addition z F AVG1803 _a SCALE : NOT TO SCALE to this drawing and related documents w F is a violation of Section 7209 LL o of the New York State Education Law o a a 042 ....................... _ ........................................ ........... ............................. .............................. .... .... ..... .. _ ..........__........ ......................_.... . .... . ................ ... ............... .. ............... ... ............._ 42.00 ...... ' MECH. CONSTANT HEAD/ 41.00 .. . ................... ...... . ....... . .......... ............_....................... _. ................_......._..................................................................................................................................................................................................................... RE REAM........ .. . 4 0 PVC SCH.40 FORCE MAl SCREEN SPUTTER BOX PU ST 41.00 PIPING TO MECH.SCREEN 40.00 . .... ......... _.... .. .. . BESST ................. ... .............. ..................... . _ ....._ (TYP OF 2) "DIA.PVC SCH 60 PIPE PARSHALL FLUME 4'DIA. 40.00 .._... INV .ELEV... . LEV.35.91..........................................................................................................._.......... ............................................._....._.........................._........................................ . .. ..............I.....,.................. . 39.00 APPLY HEAT TRACE TAPE TO f AND - " """" "'DISTRIBUTION --- _- 39.00 38.00 PREVENTION FROZEN TO ALL PIPE ABOVE GRADE . FLOW MONITORING MANHOLE _... 38.00 ..................... .... AERATION CLARIFIER ANOXIC ANOXIC CLARIFIER AERATION SLUDGE 3700 _...._.................................................. ......... ... ... . , 54 _.... STATION . ............... .. ................ PUMP IN 7. TANK TANK TANK TANK HOLDING 1010 .. .. .. .. .... ... .. .......... .... 37.00 36.00 STATION TANK ONIC LEVEL ....... .... 36.00 35.00.... . ...... ................ MEASUREMENT_... 2'0 SCH.SO S.S. MEASURE DISTRIBUTION LEACHING FORCE MAIN PIPING LEACHING POOL 35.00 ...POOL ..................... . ....................................................................... ............. . ... .... F T R T P u N o s. ..................... . . ............. ..... DLP-1 &2 ...... . . . 34.00 ^DfA.PVC ODOR OP OF VAULT _. 34.00 TOP ELEV.33.00 V INV.ELEV.31.91 r r 33.00 ... . CONTROL PIPING TOP OF TANK ELEV.32.50 ..... ELEV.32.78 .......... . ............ .. INV.ELEV.35.26 . .. _,.. RIM ELEV.32.38 33.00 32.00- < .::. .:.... -. RIM ELEV.31.90(DLP-1&2) RIM ELEV.VARIES,SEE SHEET C-2 32.00 31.00 . . .................._................ . ...... O O , p 30.00 .... .6"O SCH.40 PVC ODD __...... ......_.. ......... + ........ + _. .... 30.00 CLIENT DRIVEN 29.00._.._ ....CONTROL PIPING 6"0 SCH.,10INLET PIP :-�� INV.ELEV.30.40 .. ... .. .................... ......... INV.ELEV.31.16 __ �--- _.....,.,.,.....,........ 29.00 LOTIONS 28.00. ................................ .. .................. ..._. .................. H. 6" SCH.ID PIPE WER _.. .... .... _..... ............. ............_................. ..................................... . __ .... ... ......_ .. ... ................ . _ .... P.W. G _........... ............ 0 I _ _ _... .. 2s.00 ROBBER CONSULTING ENGINEER 27.00 .. ' a. TROUGH OUTLET TO ............................... ............... PARSHALL FLUME . .... _..... AND HYDROGEOLOGIS P.C. INV.ELEV.29.50 "0 DR-18 PVC PIPE "0 DR-18 PVC PIPE 6"0 DR-18 PVC PIP ! 26.00................ ... ...................... ............................. v INV.ELEV.28.90 INV.ELEV.28.80 INV.ELEV.27.70 7 0 26 00 -. "0 DR-18 PVC PIPE 25.00 Avenue. Suite 7 Johnson 'TO DR-18 PVC PIPE"' "0 DR48 PVC PIPE' ' 6"0 DR-1 PVC PIP """"" INV.ELEV.28.00(DLP 1&2) - 25.00 24.00......... .. .... ... .... ..... ........ .. ._. .. . . ... ................................... .... ........ .... ... INV.ELEV. . ..... .. . INV.ELEV.28.95 ......_..... ..............I .EL ..8.25(DLP-1&2) ..... . 29.20 INV EV.2 TO LP-1 2 3 4 Y 11716-2618 _ ................... 24.00 Phone: (631)589-6353. Fax: (631)589-8705 23.00 ......... ............... .... ....................... .. ................. 23.00 E-mail: INFO@PWGROSSER COM 22.00 8"0 PVC(DR-18)PIPING FRO ............................................ .............. ..................... .. .... 0 SCH10 S.S.FORCE MAIN......................... .. _.,. MANHOLE INV.19.30 _.................. ..... ............................................. .............. 13OT.�LEV.21.50........... __. PIPING TO MECH.SCREEN 22 00 CONSULTANTS •I. 'i' T 21.00 .............. :,f INV.ELEV.27.00 P OF 2 ., ..... .. ....., ., .•a >.;.. <; }i:`.. t,•., ;y:. r, d•. .�: .:f% .i. �ti:.• �:; i Y:.= _ (n' ) BOr.ELEV.20.5tl ,.:. . . . ,.,....�`.Y..,�„-`• :,: '' .,i::Y,i,. 21.c:r. 't. �•i�: 'f�: :ri 00 rrr 20.00 ..__.19.05HWL ALARM(FLOAT).. .. .................. .. . _...... .. .......... .. .. _....... 18.80 HWL ALARM,BOTH PUMPS C 2 0 HDPE SDR-t i FORCE MAIN ... .......... ...... . ............................. , 19.00 (MULTITRODE)................................ ... PIPING FROM S.H.T. INV.'ELEV.25.15............ .......... ............... 18.55 LAG PUMP ON(MULTITRODE) _... 19.00 18.00 . ...18.30 LAG PUMP OFF MULTITRODE .. . .... ................................_..... _. ...... ....................... ..,.......... .......... ( ) '0 DRA8 PVC RETURN .._..... ......... ... ........ 18.00 17.00 . PIPING FROM CONSTANT ................... . .. .. .... ... . .... ..__......................................_.........._...... ........_.................._................ . . . . ......... HEAD/ SPUTTER BOX 17.00 16.00 INV.ELEV.25.15 _.. ..... ................................................... ..... ........ ............ .._._.... ............... ....... ......... ... 6.40'EFF. . .. _. ... ... ............ 16.00 15.00 ................. ........ . ............................... ... ....._.... .... .................... .................................................................... .._.................... . . ..................... .................... . (1)13'E D DISTRIBUTION LEACHING POOL(DLP-18 2) ...DEPTH , _. .. ..... _...... B T ELEV 15 0 .........,. (4)13'E.D.LEACHING POOL P•1 TO LP 4) 15.00 14.00 .. .............. ......................_.... ... ..... ..........,..................._,.._......_....... .... ............................................. ........................... .. . . ..4 14.00 LP-iTOLP-0 0 0(DLP-1&2) ( ). ............... .. 14.00 ............ ..._....... .... ... ... .. 13.00 12.00 12.40 LEAD PUMP ON(MULTITRODE) _. .. 12.15 LEAD PUMP OFF((MULTITRODE)............. . _............ .... 11.90 LWL ALARM(MULTITRODE) . . ... TWO(2)SOLIDS HANDLING EXPLOSION PROOF PUMPS .. ... .. _.__.... .... 12.00 11.00 11.65 LWL ALARM(FLOAT) ....... . ..... ....... .. .... .. ... ..... 11.00 10.00 10.65 BOTTOM OF INNER WELL.. " 9.98 BOTTOM OF WELL . ........ .................. ..,.......,..... ...,....... . .... 10.00 9.00 .................._............ ......... ... . ........... ... ..............__............... .........._... .. .......................... ... .... ... .......... _ . ... ......._._.. . . .... 9.00 140TE: HYDRAULIC PROFILE HIGHEST EXPECTED GROUND WATER AT ELEVATION 5t. SCALE : 1"=6' VERTICAL N.T.S. HORIZONTAL / 6" / 611 /// // 6" t) I n / O ` ._..�� .._.� ;i T M ENT LEGEND 11 \ FE N 6 f \ n �, NEW PIPING O PARSHALL FLUME 1 -•-- DIRECTION OF FLOW FLOWSTATION RING AERATION CLARIFIER ANOXIC TANK ANOXIC TANK CLARIFIER AERATION SLUDGE 61r r' 6 SCDHS: C-22-0081 TANK TANK HOLDING 6„ ,= S O TELESCOPING VALVE TANK ,® 6r1'1', 11 SUPERNATANT RETURN 611 2" 611 ® 6 O ( 0 � 13 REVISED PER CLIENT 05/22/2024 S S S S S S S S S i 12 REVISED PER SCDHS COMMENTS 04/01/2024 OB BALL VALVE w� w� w� W� W- WJ WJ W� W� W� W� W� W� W� NJ IWJ WJ ni W� �� 11 REVD.&ISSUED FOR BUILDING PERMIT 03/22/2024 211 1� 10 REVISED PER CLIENT CD 2 02/28/2024 9 REVISED PER CLIENT 01/31/2024 AIR-�I�19R AIR AIRS AIR AIR AIR Al 0 AIR AIR AIR DISTRIBUTION/ 8 REVISED PER SCDHS COMMENTS 11/31/2024 GATE VALVE 11 6" 6" 2z� SAMPLING MANHOLE LEACHING POOL 10/24/2023 6 22�� 1 AIR INJ AIR IN I GROUND WATER DISPOSAL SYSTEM 7 REVISED PER CLIENT D2111 2" D D 6 REVISED PER CLIENT 09/01/2023 CHECK VALVE AIR IN 2" 2 a ; 5 REVISED PER SCDHS COMMENTS 07/26/2023 "211T I I 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 06/05/2023 2 REVISED PER SCDHS COMMENTS 03/21/2023 PLUG VALVE � 1 � � 1 REVISED PER SCDHS COMMENTS 11/17/2022 Number Revision Description Rev Sion Date Q I Designed By Date Submitted g BUTTERFLY VALVE I � D D BAG/LT Drawn By Date Created 1 y" 1 Y" 1 Y4' LT 11/11/2022 Approved By Scale O � PUMP 211 1 y4" 1 1 y1r BAG AS NOTED D D_ Client tl �7 55 ❑M MULTITRODE CONTROLLER HE ENCLAVES _ 211 211 56655 ROUTE 25 F1 � � SOUTHOLD, NY 11971 �F DOPLER FLOW METER ° Project THE ENCLAVES I I D D SV SLIDE GATE VALVE T o � � Cn PROPOSED SEWAGE REDUCER FITTING I T D D TREATMENT PLANT AIR PIPING BLOWER 16" I Project Address: - - (BLOWER) oc oc oc oc Oc oc-roc Oc OC oc oc-{-oc o oc oc oc OI. oc Oc Oc oc 11 ( I 56655 ROUTE 6 �, � UTE 25 7 6 A SOUTHOLD, TOWN OF SOUTHOLD AIR PIPING (ODOR CONTROL) 0 I ° SUFFOLK COUNTY, NEW YORK AIR AIR MIA! AIR County Tax Map Number. Contract Number.fn AIR AIR AIR--►-AIR 1000-63-3-15 ;6"0 INFLUENT SEWER LINE 211r „ (SANITARY MANHOLE) MECHANICAL SCREEN 0 2 2 of ° Regulatory Reference Number. S--S S S S S 4„ � °C Title of Drawing: 611 611 Cn COP _ 4" 6" I 1 HIFDRAULIC ❑ I 1 M I 1 .. I �LL . 11 1_-I C. I 611 O 4 I Oc oc we oC 6" I AERATION BLOWERS ODOR CONTROL 'LO �J o I L 1 1 1 1 RETURN 6„ 1 1 11 F SOW CONTROL BUILDING s EXTERIOR INFLUENT PUMP STATION - J J ° ��OF N f w y Drawing Number. r (INFLUENT SAMPLING LOCATION IF u- u_ �, NECESSARY) T P O o ILL. m > ° 611 �'`P�PNDREw GP �� NNW" W - S Son-S S W� > a 411 0 = Sheet of go o CONSTANT HEAD/ Oc oc oC PROCESS FLOW SCHEMATIC sFOA og2s2 N�� 14 22 Q FESSIo PWGC Project Number: 4� SPUTTER BOX ..w Unauthorized alteration or addition ¢M SCALE : NOT TO SCALE to this drawing and related documents AVG1803 W W is a violat on of Section 7209 z o of the New York State Education Law r- a a 6"DIA. PVC SCH.40 ODOR CONTROL PIPING — 6"DIA. PVC SCH.40 AIR PIPING (DISCHARGE) HOT&COLD WATER COPPER LINES PROVIDE 90' FITTING AND MOUNTED AT CEILING S.S. SCREEN 2 GPM POINT OF USE ELECTRIC HOT 6" DIA. PVC SCH.40 AIR WATER HEATER PIPING (DISCHARGE) PROVIDE 90° FITTING AND S.S. SCREEN . • ' ► ; CLIENT DRIVEN SOLUTIONS P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. 630 Johnson Avenue.. Suite 7 NEW BATHROOM EXHAUST FAN Bohemia. NY. 11716-2618 • 2 2 Phone: (631 589-6353 . Fax: 631 589-8705 O NEW ADJUSTABLE AIR O 2" PVC SCH. 80 VENT LINE TROUGH ROOF E-mail: INFO@PWGROSSER COM INTAKE LOUVER. i )� MAKE: GREENHECK / — — — — — — / /, / 3 - CONSULTANTS MODEL: EADC-601 (24"X 23") W � FILE -- - 72" " EQUIPMENT: THREE(3) BLOWERS(AERATION/RAS LIFT, SLUDGE,AND STANDBY BLOWER) 1 C MAKE: KAESER. NEW BLOWER No. 1 — CABINET 3 �06 , _— 2� � MODEL: BB 52C KAESER-BB 52C(SLUDGE HOLDING TANK) NOTE: WITH TEFC MOTORS 5 HP,200 VOLT, 3 PHASE,60 HZ. ( PROCESS BLOWERS TO BE CONTROLLED WITH VARIABLE FREQUENCY Z 4" FURNISHED DRIVES BLOWER DISTRIBUTION 3 4" BY BEEST MANIFOLD REFER TO SHT• SYSTEM EQUIPMENT: ODOR CONTROL TREATMENT SYSTEM DUAL CANISTER M-300. _ sAN sA sAN sn snN n I NEW STAINLESS STEEL SINK WITH STAINLESS 2C MAKE: SIERRA ENVIRONMENTAL ( ) i IE BESST CLEAN OUT STEEL BASE AND ADJACENT WORKING TRAY. MODEL: FRP 500 CFM TOP MOUNTED NEW BLOWER No.2 - 1 CONTROL Z (TYP.) I UNDERGROUND PVC SCH. 80 SANITARY NOTE: - 1.OHP, SINGLE PHASE, 115 VOLT, 60 HZ. KAESER-BB52C i i PANEL N WASTE LINES @ Y4' PER FOOT MIN. SLOPE -WITH SOUND ATTENTION STANDBY BLOWER i (BST) DESK I 1.5 KW ELECTRIC HEATER W/INTEGRAL EQUIPMENT: HOT WATER HEATER ti 'l — FLOW THERMOSTAT 3C MAKE: BOSCH c 3 METER/ MODEL: 2 GALLON MINIMUM CAPACITY EMERGENCY EYEWASH STATION, MODELAA AA CHART FURNISHED NOTE: O I SPEAKMAN SE 580M-6 RECORDER gy Q 3 KW o E E E E CONTRACTOR EQUIPMENT: REDUCED PRESSURE ZONE ELECTRIC 4C MAKE: FEBCO 1 i HEATER W/ MODEL: 825 Y 4" INTEGRAL NOTE: THERMOSTAT NbS N S NVS NVS NHS 3 II Q Q E NEW BLOWER No. 3 — I/ KAESER- BB52C \� z O (AERATION/RAS AIR LIFT) M 12"X12"X2" DRAIN PAN UNDER DUMP PORT 1"DIA. BALL VALVE TILITY Z TER REFER TO SITE PLAN �� / \� 1 1' 1`�1 CIA J • FOR SANITARY PIPE � i • r, l�� i F E E E E E ROUTING LT—T—T—T—T— L r 1"DIA. COPPER WATER SERVICE REFER TO SITE PLAN FOR PIPE ROUTING FROST FREE HOSE BIB AND BALL VALVE NOTE: SCDHS. C-22-0081 1. CONTRACTOR SHALL PROVIDE THE FOLLOWING LL j� LABORATORY EQUIPMENT • (1) CENTRIFUGE WITH TUBES 13 REVISED PER CLIENT 05/22/2024 MECHANICAL FLOOR PLAN • (1) NITROGEN SERIES METER AND REAGENTS 12 REVISED PER SCDHS COMMENTS 04/01/2024 • (2) IMHOFF CONES AND BRACKET 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 SCALE : 3/8"= V • (1) PORTABLE DISSOLVED OXYGEN METER WITH 10 REVISED PER CLIENT 02/28/2024 CALIBRATION AND CLEANING KIT 9 REVISED PER CLIENT 01/31/2024 • (1) PORTABLE PH METER 8 REVISED PER SCDHS COMMENTS 11/22/2023 • (2) 1,000 ML BEAKERS 7 REVISED PER CLIENT 10/24/2023 • (2) 500 ML BEAKERS 6 REVISED PER CLIENT 09/01/2023 (2) 100 ML BEAKERS 5 REVISED PER SCDHS COMMENTS 07/26/2023 • 4 REVISED PER SCDHS COMMENTS 06/30/2023 • (2) 250 ML BEAKERS 3 REVISED PER SCDHS COMMENTS 06/05/2023 • (2)SETTLEOMETERS 2 REVISED PER SCDHS COMMENTS 03/21/2023 • BOTTLE BRUSHES FOR SETTLEMETERS AND BEAKERS 1 REVISED PER SCDHS COMMENTS 11/17/2022 (1) LABORATORY THERMOMETER (CALSIUS) Number Revision Description Revision Date • (1) CHLORINE TEST KIT • (1)ALCONOX CLEANING AGENT Designed By BAG/LT Date Submitted • (1) MICROSCOPE WITH SLIDES AND COVERS Drawn By Date Created • (1) SAFETY GOGGLES/GLASSES LT 11/11/2022 (1) EYEWASH STATION Approved By BAG Scale AS NOTED (1) 10 ML GRADUATED CYLINDER Client: • (1) 100 ML GRADUATED CYLINDER THE ENCLAVES BLOWER No.3 • (1) FUNNEL SLUDGE HOLDING BLOWER No. 2 BLOWER No.1 TANK STANDBY BLOWER AERATION/RAS AIR LIFT (1)WASH BOTTLE 5 55 ROUTE 25 • PH BUFFER SOLUTION 4 AND 7 SOUTHOLD, NY 11971 • (1) SAMPLER AS DETERMINED BY TYPE OF SAMPLE POINT Project 3" 3" 3" THE ENCLAVES KAESER BLOWERS KAESER BLOWERS KAESER BLOWERS BB52C BB52C Ir BB52C 2. CONTRACTOR SHALL FURNISH AND INSTALL COMMERCIAL GRADE BATHROOM FIXTURES. PROPOSED SEWAGE 3. CONTRACTOR SHALL FURNISH A FOUR DRAWER METAL TREATMENT PLANT FILE CABINET MANUFACTURED BY"HON" , AND A METAL OH 11 11 LOCKABLE OFFICE DESK. Project Address: 56655 ROUTE 25 SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number. 3"DIA. 3"DIA. 3"DIA. 1000-63-3-15 (52 CFM) (52 CFM) (52 CFM) AIR PIPING SCHEDULE Regulatory Reference Number. O3 BV 2O BV 1O BV VALVE PURPOSE VALVE VALVE Title ofDrawmg: No. TYPE SIZE BV(NOMALLY BV(NOMALLY BLOWER DISCHARGE VALVE. 3rr CLOSED) CLOSED) BLOWER No. 1 B.F. • CO 11 O 3 O BLOWER DISCHARGE VALVE. B.F. 311 N 2.5" BLOWER N0.2 (STAND-BY BLOWER) � 2" TO AERATION/RAS AIR LIFT PUMP BLOWER DISCHARGE VALVE. 311IR TO SLUDGE HOLDING TANK 0 BLOWER N0.3 B.F. (SEE MECHANICAL DRAWINGS (SEE MECHANICAL DRAWINGSlot FOR PIPE ELEVATION) FOR PIPE ELEVATION) 4 BLOWER DISCHARGE VALVE. rr O BYPASS VALVE FOR COMMON STAND-BY BLOWER B.F. 3 s Drawing Number. LEGENDBLOWER DISCHARGE VALVE. B.F. 3 ,`�OF NEwr BYPASS VALVE FOR COMMON STAND-BY BLOWER •`P O BUTTERFLY VALVE � DEW * Q A.V. � w g• W/FLANGED FITTINGS z CHECK VALVE ® EQUIPMENT SYMBOL 0 VALVEBV BY CONTRACTOR CV (INTEGRAL WITH BLOWER) MANOUFACTURER))MATIC (BY SBR (SEE SCHEDULE SHEET M-2) AIR PIPING SCHEDULECif 77 n W > r All = Sheet of 4 A 092523 �� 15 22 BLOWER PIPING DIAGRAM '� FEssi PWGC Project Number. a w� Q� Unauthorized alteration or addition Z SCALE : NOT TO SCALE 9 AVG 1803 to this drawing and related documents is a violation of Section 7209 o of the New York State Education Law L o a a NOTES: PURESTREAM FABRICATOR TO PROVIDE HOLE IN TANK 1. PLANT TO BE SHIPPED WITH BLOWER MOTOR UNITS AND CONTROL PANEL 2Y2" N.P.T. AIR INLET FROM REMOTE BLOWERS, SHELL FOR J"0 COUPLING. WELD COUPLING O.C. THRU LOOSE FOR FIELD INSTALLATION BY OTHERS. SUGGESTED LOCATION OF BLOWERS 6"0 SCH. 10 PIPE, A4" TO CENTERLINE FROM TOP OF TANK TANK WALL, 3" FROM TOP OF TANK 0 SUPERNATE PUMP. AND CONTROLS IS AT THIS END OF THE PLANT. WEIR TROUGH OUTLET 6"0 SCH. 10 PIPE, FIELD TO INSTALL CABLE NECESSARY WIRING FITTINGS. 2. LOCATION OF ALL FLOAT SWITCHES TO BE DETERMINED BY PROJECT ENGINEER. 2 ' N.P.T. AIR INLET FROM WEIR TROUGH OUTLET 3. ALL MATERIAL SHALL BE 316 STAINLESS STEEL REMOTE BLOWERS, 103" TO 2" THD. S.S. GATE 2 " FLANGED S.S. PUMP ST. ST. ADJ. SUPERNATE PUMP WITH 2" NPT COUPLING VA CENTERLINE FROM TOP OF TANK VALVE, TYP. GATE VALVE, TYP. „ „ CORD HOOK 1 i" THD. S.S. BALL VALVE, TYP. 32 —Olt2" N.P.T. AIR INLET FROM " 11 GA. THK. ADJUSTABLE PLANKING AND HATCH SLUDGE DIVERSION » lot 6 0 PIPE STUB, INLET. O THD. S.S. REMOTE S.H.T. BLOWER, 6" TO WEIR TROUGH, TYP. _ SUPPORT STEEL, TYP. PIPING SEE DETAIL "A" GLOBE VALVE, TYP. 9Y-2" 5'_9" 9„ 3,_V11-11 0ENTERLINE FROM TOP OF TANK 8'-0" CLIENT DRIVEN SOLUTIONS „ 10"0 HOLE WITH FULL 4-2 PORT PLUG VALVE SLUDGE RETURN LINE •A• " N . - P.W. GROSSER CONSULTING ENGINEER / TOP OIMK:� + �, o AND HYDROGEOLOGIST, P.C. O O -N '•'� 630 Johnson Avenue.. Suite 7 " ® Bohemia• NY• 11716-2618 -1— 2j" SLUDGE — INV Phone: (631)589-6353• Fax: (631)589-8705 O RETURN LINE E-mail: INFO@PWGROSSER.COM AIR LIFT AIR LIFT DETAIL A CONSULTANTS SKIMMER SKIMMER 6"0 COUPLING, 6" FROM TOP / 4" SUPERNATE 6"0 SCH. 10 PIPE, i / OF TANK TO CENTER OF WEIR TROUGH OUTLET U Cl COUPLING (ODOR CONTROL) CD " THK. o " THD. S.S. BALL VALVE SHELL SIDES TANK DRAINS N GENERAL CONTRACTOR 10" SCH. 10 TO CHECK ALL TANK WALLS DURING UNDERFLOW PIPE INSTALLATION AND INSTALL PLUGS ANCHOR GUSSET F\ -i EYEBOLT, HOOK, & HOOK `" TURNBUCKLE BY OTHERS) + SLUDGE RETURN LINE "B" "A" v .. .. 4'.• •, •'.. . - d.. • •.'. •. .•4. 6"0 COUPLING, 6" FROM TOP 11'-6" MIXER ST. ST. CORD HOOK ` ' :. '•' °'• '.:' . • • • ' 4• ' •• LIFTING LUG, SHOP TO '-''' . •.• .. '.., .:.; ...:; : .: ... •.: ,4 . ,t � . :...' .. .. ,••-,: , OF TANK TO CENTER OF 12'-5" 4" SUPERNATE T' PIPE ASSYY. VERIFY LOCATION AND QTY. 10 GA. THK. BOTTOM PLATE COUPLING (ODOR CONTROL) 14'_2„ PLAN VIEW FOUNDATION PAD 10'-0" 15'-1" HIGH WATER ALARM FLOAT (BY OTHERS) PURESTREAM FABRICATOR TO PROVIDE HOLE IN TANK SHELL FOR "0 COUPLING. SWITCH MOUNTING HOOK 12'-0" MIXER WITH SLIDE RAIL ASS Y SECTION B B WELD COUPLING O.C. THRU TANK WALL, 3" FROM TOP OF TANK 0 MIXER, TYP. _ " — " EACH MIXER. FIELD TO INSTALL CABLE NECESSARY WIRING FITTINGS. 6"0 PIPE STUB, INLET. 1'-4" 8 0 INVERT FROM TOP OF TANK HIGH WATER ALARM FLOAT 6j" TOP OF INNER WALLS TO BE TOP OF INNER WALLS TO BE SWITCH MOUNTING HOOK, „ 6" FROM TOP OF TANK 6" FROM TOP OF TANK 316 ST. ST. O CHAMFER, TYP. 5'-0" 4'-6" 4'-0" 4'-0" 4'-6" 5'-0" 5'—°" -7 AERATION TANK CLARIFIER~ ANOXIC TANK ANOXIC TANK CLARIFIER AERATION TANK S.H.T. 11 GA. THK. ADJUSTABLE ADJ. SUPERNATE PUMP %%2"A" LG. FLAT BAR �� T LIFTING LUG, SHOP 11 GA. THK. ADJUSTABLE NOTE: WEIR TROUGH 2 0 AIR HEADER WITH 2" NPT COUPLING SUPPORT- (LUG EQ,D OLE + 1`®I CIE214 NO. TO VERIFY LOCATION WEIR TROUGH " N 2Y2" N.P.T. AIR INLET FROM ANp QTY. 2"x4"xY" TUBE HOIST SOCKET HOIST NOT SHOWN 2"x4"xY" TUBE " REMOTE BLOWERS, 10," TO 2 0 AIR HEADER STEEL REINFORCING IN THIS VIEW STEEL REINFORCING 2Yt 0 AIR HEADER LFT� " UPLING, 6" FROM TOP 27»� LIFTING LUG, SHOP TO CENTERLINE FROM TOP OF TANK 6"0 COUPLING 23�"0 AIR HEADER SCUM BAFFLE SCUM BAFFLE ' `� ;� K TO CENTER OF VERIFY LOCATION AND Q1Y. NG (ODOR CONTROL) 7 1'—°" SCDHS: C-22-0081 LIFTING LUG DETAIL ` `D MATERIAL SHALL BE 316 ST. ST. ' `� 0 0 o I I FABRICATOR TO DETERMINE _ _ + _ �' QTY. AND TRUE LOCATION OF + 13 REVISED PER CLIENT 05/22/2024 `" — — — N LIFTING LUGS MENTS 04/01/2024 21" SLUDGE 11 REV'12 ID.&ISSUED FOR BUUISED PER SCDHS LDING PERMIT 03/22/2024 I RETURN LINE 10 REVISED PER CLIENT 02/28/2024 + + 9 REVISED PER CLIENT 01/31/2024 „ 4" SUPERNATE 8 REVISED PER SCDHS COMMENTS 11/22/2023 W10 X 15, TYP. W10 X 15, TYP. � INK, FS-1, HIGH „ PERNATE 'YT" SHELL SIDES 7 REVISED PER CLIENT 10/24/2023 1° GA. THK WATER ALARM 6 REVISED PER CLIENT 09/01/2023 2" x 2" x J" THK. 10 GA. THK. I E SS'Y. INTERNAL STRUCTURAL 5 REVISED PER SCDHS COMMENTS 07/26/2023 LATE, CLARIFIER ?}�" SLUDGE MIXER SLIDE RAIL PLATE, CLARIFIER REINFORCEMENT 4 REVISED PER SCDHS COMMENTS 06/30/2023 CD AIR LIFE NOTE: SEE ACTUAL LOCATION - 3 REVISED PER SCDHS COMMENTS 06/05/2023 2Y2" SLUDGE OF DIFFUSER DROP ASSEMBLY �I 2 REVISED PER SCDHS COMMENTS 03/21/2023 AND SUPERNATE PUMP " 1 REVISED PER SCDHS COMMENTS 11/17/2022 AIR LIFT ASSEMBLY IN PLAN VIEW U SCH. 10 DIFFUSER DROP O Number Revision Description Revision Date >: UNDERFLOW PIPE Designed By Date Submitted BAG/LT Drawn By Date Created TO BEgY NESS roved B tale - LT 11/11/2022 PROJECT ENGINEER BASED �p y BAG S AS NOTED TANK DRAIN PLUGS N GENERAL ON LOCAL SOIL CONDITIONS Client M J�LM - I M M CONTRACTOR TO CHECK ALL THE ENCLAVES CHAMBER WALLS DURING + 56655 ROUTE 25 INSTALLATION AND INSTALL PLUGS f'4= 24 SOUTHOLD, NY 11971 F 7�1 f t Project. :a d . • a d p • .. e ! •� u4.. . •••. •4. A. I e • .• .. d •: •a :- THE ENCLAVES CONCRETE �'—°" FINE BUBBLE SCH. 10 MIXING LIQUOR SCH. 10 MIXING LIQUOR r rr S.H.T. ST. ST. COARSE 1'— 5" 10 GA. THK. BOTTOM PLATE PROPOSED SEWAGE (BY OTHERS) DIFFUSERS, TYP. UNDERFLOW PIPE 10 GA. THK. BOTTOM PLATE UNDERFLOW PIPE 1 —7 BUBBLE DIFFUSER DROP „ „ ' —° 32 —° FINE BUBBLE ' —° ' —° lot—Olt °—° ' —° TREATMENT PLANT 10"0 HOLE WITH FULL NOTE: INTERNAL REINFORCING PORT PLUG VALVE MUST BE IN LOCATIONS SHOWN. DIFFUSERS 'ON " „ 34—0 SECTION "A—A" Project Address: SECTION THRU TANK 56655 ROUTE 25 THESE DRAWINGS AND MATERIAL ARE THE PROPERTY OF PURESTREAM / ES L.L.C. SOUTHOLD, TOWN OF SOUTHOLD AND ARE NOT TO BE USED FOR THE MANUFACTURE, USE OR SALE OF ANY _ 3 SUFFOLK COUNTY, NEW YORK EQUIPMENT FOR OTHERS, OR COPIED, REPRODUCED, DELM32ED OR DISCLOSED TO ' �' county Tax Map Number. ConfradNumber OTHERS WITHOUT OUR EXPRESS WRITTEN PERMISSION, AND ARE TO BE RETURNED —bit" 1000-63-3-15 34'-0 TO US PROMPTLY UPON OUR REQUEST. BESST (BIOLOGICALLY ENGINEERED SINGLE Regulatory Reference Number. - SLUDGE TREATMENT) IS A PATENTED (U.S. PATEND N0. 6,620,322) PROCESS. EQUIPMENT: ONE(1) SLUDGE SUPERNATANT PUMP - 1 B Title of(Drawing: ar-o NOTE: MAKE: FLYGT THIS TANK STRUCTURE IS REINFORCED TO WITHSTAND NORMAL PRESSURES FROM MODEL: 3045 HT(2"DIA. DISCHARGE) + ' NOTE: -EXPLOSION PROOF THE SOIL AND FROM THE INTERIOR HYDROSTATIC LOAD ON ABOVE GRADE -316 LIFT OUTS CHAINS WITH 316 S.S. SCH 80 GUIDE RAILS INSTALLATIONS. IF THERE IS A GROUND WATER PROBLEM, NOTIFY YOUR ENGINEER - 1.5HP, 3 PHASE,208VOLT,60 HZ Ell A AND PURESTREAM IMMEDIATELY. PURESTREAM WILL NOT BE RESPONSIBLE FOR -VFD c. DAMAGE TO THE TANK STRUCTURE OR EQUIPMENT DUE TO GROUND WATER. FURNISHED 3 BY PLAN VIEW CONTRACTOR EQUIPMENT: TWO(2) SUBMERSIBLE MIXERS ® • ® N 34--o DESIGN DATA 2B 2 - MODEL DESIGN FLOW ANOXIC TANK CLARIFIER AERATION TANK SLUDGE HOLDING MAKE: ABS 1 " NUMBER G.P.D. VOLUME GALLON VOLUME GALLON VOLUME GALLON VOLUME GALLON MODEL: XRW 210 MODEL 2121 Drawing Number. NOTE: - 1,765 RPM ��OF NEW y � 11/2 PES-11.42 11,420 7,138 total 2,788 total 8,565 total 3,553 -316 STAINLESS STEEL '`Q' PNDREby -2.4HP, 3 PHASE,208VOLT,60 HZ ,r -DIRECT DRIVE #4 12 O.C. E.F. \ Sheet of 4 F 092523 16 22 BESST PROCESS TANKS DETAIL °,� `� a BESST TANK F O U N DATI O N SLAB DETAIL FEssio� PWGC Project Number: �W SCALE : NOT TO SACALE ww SCALE : NOT TO SCALE Unsdra drawing ad relatedon docadduments Z to this drawing and related documents AVG 18 03 �Is a violation of Section 7209 LL o of the New York State Education Law o a a NOTE: PURESTREAM TO PROVIDE FIBERGLASS PLANKING (CUT TO FIT) AND 10'0 HOLE WITH FULL FABRICATOR TO PROVIDE HATCHES. FABRICATOR TO PROVIDE AND VERIFY ALL LOCATIONS OF SUPPORT PORT PLUG VALVE FILLER PIECE AS NECESSARY 6.0 SCH. 10 PIPE, 6'0 SCH. 10 PIPE, PUMP ST. ST. STEEL. FABRICATOR TO INSTALL ALL FIBERGLASS PLANKING AND HATCHES. WEIR TROUGH OUTLET WEIR TROUGH OUTLET CORD HOOK 32'-0" 1: - . I own FABRICATOR TO PROVIDE— • � � � � � � � � � � � � 6"0 COUPLING, 6' FROM TOP FILLER PIECE AS NECESSARY 4 3-6 1 -0 -6 3-6 3-6 3-6 -6 3-6 3-6 1 -0 OF TANK TO CENTER OF 10'-9" COUPLING (ODOR CONTROL) ` _ CLIENT DRIVEN SOLUTIONS 0 N P.W. GROSSER CONSULTING ENGINEER SUGGESTED CL BOLT HOLE LOCATION SHALL BE NO LESS THAN AND HYDROGEOLOGIST, P.C. FROM OUTER EDGE OF HATCH. 630 Johnson Avenue.. Suite 7 Bohemia. NY. 11716-2618 W HINGE FASTENER Phone: (631)589-6353. Fax: (631)589-8705 a E-mail: INFO@PWGROSSER.COM '= o, GRATING SUPPORT _ STEEL (-21 FABRICATOR TO DRILL HOLES IN ACCESS HATCH AND MATCH DRILL MOUNTING CONSULTANTS 3 2 2 2 2 2 2 2 2 I ALUMINUM ACCESS HATCH HOLES ON TOP OF ANGLE HATCH SUPPORT STEEL (OR TANK FLANGE) FOR (8) I--VARIES (PROVIDED BY PURESTREAM V0 x %* LG. BOLTS. TWO BOLTS PER SIDE, EVENLY SPACED. FABRICATOR TO (MAY VARY IN SIZE) BOLT ACCESS HATCH TO TOP OF ANGLE SUPPORT STEEL OR TANK FLANGE. HATCH (PROVIDED BY PURESTREAM FABRICAT L2'X2'X�" ANGLE HATCH SUPPORT STEEL (MAY VARY IN SIZE) SEE TYPICAL HATCH SUPPORT STEEL DETAILS THIS DWG. TO DETERMINE HATCH SUPPORT NECESSARY. TO PROVIDE (8) J*O MOUNTING HOLES IN HATCH o AND MATCH DRILL ANGLE HATCH SUPPORT STEEL TOP OF TANK 1 TO HATCH MOUNTING HOLE PATTERN. N _ TYP. HATCH INSTALLATION DETAIL HINGE 6'0 COUPLING, 6" FROM TOP I. " OF TANK TO CENTER OF 12-5 2' *ACCESS HATCH INSTALLATION NOTE: FABRICATOR COUPLING (ODOR CONTROL) 5'-2" 3'-6" 1'-0" 3'-6�" 3'-6 " 2'-1 " 3'-6 " 3'-1 ' 3'-6' 2'-1 " 6}" TO CHECK OPENING DIMENSIONS FOR HATCH TO 14'-2' AVOID HINGE FASTENERS. BOTTOM OF HATCH TO HIGH WATER ALARM FLOAT LAY FLUSH WITH TOP OF TANK. BOLT IN PLACE. 6"0 PIPE STUB, INLET. 1'-4' SWITCH MOUNTING HOOK INVERT FROM TOP OF TANK STEEL LAYOUT 10"0 HOLE WITH FULL FABRICATOR TO PROVIDE PORT PLUG VALVE FILLER PIECE AS NECESSARY 6"0 SCH. 10 PIPE, PUMP ST. ST WEIRR TROUGH OUTLET 32'-0"SCH. 10 PIPE, WEIR TROUGH OUTLET CORD HOOK WEI FABRICATOR TO PROVIDE— 6"0 COUPLING, 6' FROM TOP FILLER PIECE AS NECESSARY 4 3-6 1 -0 -6 3-6 3-6 3-6 -6 3-6 3-6 1 -0 OF TANK TO CENTER OF 10'-9" COUPLING (ODOR CONTROL) HATCH SIZES PURESTREAM TO PROVIDE HATCHES �• NOTE: HATCH SUPPORT ANGLE SIZE IS L2" x 1 1/2" x " ANGLE HATCH (13) N 3'-6 1/2" O.D. x 3'-6 1/2" O.D HATCH SUGGESTED. FABRICATOR TO DETERMINE SUPPORT STEEL, LENGTH TO BE TRUE SIZE OF HATCH SUPPORT STEEL. DETERMINED BY FABRICATOR AS N PLANKING CUT LIST (PURESTREAM TO PROVIDE PLANKING) NECESSARY FOR HATCH INSTALLATION. • I I I I TOP OF TANK (15) €TAG—"A"J N 1'-0" w. x 3'-5 3/4" Ig. x 2" thk. PLANKING NN 1 (1) €TAG-1111 N 1'-7 3/4" w. x 3'-5" Ig. x 2" thk. PLANKING f DEPARTMENT ATCH �CH I�CH (8) €TAG-911<111 N 1'-7 3/4" w. x 2'-8 1/4" Ig. x 2" thk. PLANKING, WITH HANDLES L2" x 2" x " ANGLE PLANO NKING REFERENCE GRATING SUPPORT (2) €TAG-"K1"J N 1'-7 3/4" w. x 2'-8 1/4" Ig. x 2" thk. SUPPORT STEEL • 'o a, STEEL (-21 2'— ' 2'— ' '- " 2'- " '- ' 2' " 2— ' TYP. HATCH f PLANKING SUPPORT STEEL DETAIL HATCH HINGE SIDE, TYP.— LE _ SCDHS: C-22-0081 i o 1 L2" x 2" x " ANGLE HATCH SUPPORT 13 REVISED PER CLIENT 05/22/2021. L2" x 1 1/2" x " ANGLE HATCH NOTE: HATCH SUPPORT ANGLE SIZE IS SUGGESTED. FABRICATOR TO DETERMINE N SUPPORT STEEL, LENGTH TO BE STEEL, LENGTH TO BE DETERMINED BY I FABRICATOR AS NECESSARY FOR HATCH 11 REV'DE&ISSUED FOR BUILDING PERMIT 03/22/2024 � DETERMINED BY FABRICATOR AS TRUE SIZE OF HATCH SUPPORT STEEL. INSTALLATION. 1 o REVISED PER CLIENT 02/28/2024 NECESSARY FOR HATCH INSTALLATION. 9 REVISED PER CLIENT 01/2 /2024 • J TOP OF TANK 8 REVISED PER SCDHS COMMENTS 11/22/2023 12'-5" 2' TANK TOT FLANGE 6"0 COUPLING, 6' FROM TOP 5'-4' 3'-q" 1'-0 ' 3'-6 ' 3'_Q' 2'-1 J" 3'-6" 3'-1 ' 3'-6" 2'-1 " 6' 2' " �, 7 REVISED PER CLIENT 10/24/2023 OF TANK TO CENTER OF 14'-2" IN 6 REVISED PER CLIENT 09/01/2023 COUPLING (ODOR CONTROL) 6"0 PIPE STUB INLET. 1'-4" HIGH WATER ALARM FLOAT TOP OF TANK L2" x 2" x " ANGLE PLANKING s REVISED PER SCDHS COMMENTS 07/26/2023 PLANKING AND HATCH LAYOUT SWITCH MOUNTING HOOK = 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 03/21/2023 TANK SHELL DETERMINED BY FABRICATOR AS TYP. HATCH SUPPORT STEEL DETAIL INVERT FROM TOP OF TANK �,� SUPPORT STEEL, L 2 REVISED PER SCDHS COMMENTS 0 / /2023 1000 HOLE WITH FULL FABRICATOR TO PROVIDE NECESSARY FOR PLANKING INSTALLATION. 4X SCALE 1 REVISED PER SCDHS COMMENTS 11/17/2022 PORT PLUG VALVE FILLER PIECE AS NECESSARY TRIM PLANKING SUPPORT AS NECESSARY TOP OF TANK Number Revision Description Revision Date 6"0 SCH. 10 PIPE, 6.0 SCH. 10 PIPE, PUMP ST. ST. FOR HATCH FASTENER ACCESS. " WEIR TROUGH OUTLET CORD HOOK N Designed By Date Submitted WEIR TROUGH OUTLET 32'-0" TYP. HATCH SUPPORT STEEL DETAIL TANK WALL BAG/LT Drawn By Dale Created FABRICATOR TO PROVIDE— " • • , 600 COUPLING, 6' FROM TOP 4X SCALE L2" x 2" x I" ANGLE HATCH SUPPORT Approved By LT scale 11/11/2022 FILLER PIECE AS NECESSARY 4 3-0 1 -off -6q 3-6� 3-6� 3-6� -6� 3-6� 3-6� 1 -off OF TANK TO CENTER OF TYP. PLANKING SUPPORT STEEL DETAIL (SUGGESTED) STEEL, LENGTH TO BE DETERMINED BY BAG AS NOTED 10'_9" COUPLING (ODOR CONTROL) 4X SCALE FABRICATOR AS NECESSARY FOR HATCH Client • �• INSTALLATION. THE ENCLAVES TOP OF TANK 56655 ROUTE 25 N NOTES:PURESTREAMTANK WALL � SOUTHOLD, NY 11971 1 . TO PROVIDE ALL PLANKING AND HATCHES. NOTE: HATCH SUPPORT ANGLE SIZE IS Pry FABRICATOR TO INSTALL PLANKING AND HATCHES. SUGGESTED. FABRICATOR TO DETERMINE THE ENCLAVES TRUE SIZE OF HATCH SUPPORT STEEL. 2. PURESTREAM FABRICATOR TO PROVIDE ALL HATCH AND PLANKING SUPPORT STEEL. TYP. HATCH SUPPORT STEEL DETAIL PROPOSED SEWAGE 3. PURESTREAM FABRICATOR TO VERIFY ALL LOCATIONS OF 4X SCALE TREATIinENT PLANT Cn _ _ _ _ _ _ _ SUPPORT STEEL. WELD SUPPORT STEEL IN PLACE AFTER FITTING Project Address: 2 2 ALL PLANKING AND HATCHES IN PLACE ON TOP OF TANK. 56655 ROUTE 25 4. ALL WELDS MUST BE CONTINUOUS. SOUTHOLD, TOWN OF SOUTHOLD = 5. FABRICATOR TO TRIM HATCHES AS NECESSARY FOR HOIST THESE DRAWINGS AND MATERIAL ARE THE PROPERTY OF PURESTREAM / SUFFOLK COUNTY, NEW YORK INSTALLATION AS NECESSARY. ESALE OF ANY EQUIPMEN TO T FOR BE USED FOR HE MANUFACTURE, USE OR County Tax Map Number: ContiactNumber. M 1000-63-3-15 I I 1 41 6. FABRICATOR TO PROVIDE FILLER STEEL WHERE NECESSARY. DELIVERED OR DISCLOSED TO OTHERS WITHOUT OUR EXPRESS WRITTEN PERMISSION, AND ARE TO BE RETURNED TO US PROMPTLY UPON OUR Regulatory Reference Number. N REQUEST. BESST (BIOLOGICALLY ENGINEERED SINGLE SLUDGE TREATMENT) TitlleotDrawing: IS A PATENTED (U.S. PATEND NO. 6,620,322) PROCESS. • C ESS f " • 14 5'-4* 12- 3'-6�" 1'-N* 3'-@4" 3'-q" 2'-1J' 3'-Q" S-11' 3'-6�' 2'-1i" W 14'-2" • PLAN VIEW HIGH WATER ALARM FLOAT q 6 0 PIPE STUB, INLET. 1 -4 SWITCH MOUNTING HOOK INVERT FROM TOP OF TANK AILS ALL MATERIAL SHALL BE 316L ST. ST. ' s Drawing Number. ��i3F NEW y BESST PROCESS TANKS HATCH AND STEEL LAYOUT DETAIL �P NDREW o� SCALE : NOT TO SACALE k Q 0, W� n > E Sheet of o i1'F�A 012523 �� 17 22 0 FESs10 PWGC Project Number: ui lu Unauthorized ad relatedon documadditioents AVG1803 z to this drawing and related documents is a violation of Section 7209 u o Of the New York State Education Law o J a a 9r-Orr I PUMP CONTROL PANEL MOUNTED TO UNISTRUT FRAME 12"MIN.REINFORCED CONCRETE TOP ATTACHED TO THE CONCRETE SLAB TO MEET AASHTO-H20 LOADING WET WELL S.S.CONSTANT HEAD/SPUTTER BOX SEE DETAIL,SHT.M-6 DOWNBLAST BLOWER WITH WEATHER 6"DIA.PLUG VALVE(TYP.OF 2) HOOD AND PEDESTAL. PROVIDE 4"DIA.SCH 40 PVC ODOR CONTROL PIPE CONCRETE ANCHORS TO SECURE 2'-0"x 2'-0",SINGLE DOOR STAINLESS BLOWER TO TOP SLAB.SEE EQUIPMENT /// STEEL ACCESS DOOR W/SAFETY GRATING SCHEDULE FOR DETAIL. TO BE CASTE INTO SLAB.SEE NOTE No.3 6"DIA.90°FITTING ° PUMP LIFT STAINLESS STEEL BASE. PVC SCH.40(FLANGE D) CLIENT DRIVEN SOLUTIONS 12'O.D. (1,000 LBS.LIFTING CAPACITY) SEE SHT.M-6 FOR PUMP LIFTING 6"x4" REDUCER FITTING P.W. GROSSER CONSULTING ENGINEER -- .-' ASSEMBLY DETAIL PVC SCH. (FLANGED) AND HYDROGEOLOGIST P.C. 4"DIA 90°FITTING 6"DIA D.I. 0°MJ ' IA HDPE SDR 11 FORCE PVC SCH.40(FLANGED) FITTING 12' 0" " (2)3"D - 630 Johnson Avenue.. Suite 7 rr " " MAIN. 6 x 6 x 6 TEE FITTING Bohemia. NY. 11716-2618 ........ .. .... .....:.............: ........ .... ... ... ...:.. .� _. .. PVC SCH.40(FLANGED) Phone: (631)589-6353. Fax: (631)589-8705 --► ° ° MECHANICAL 6"x 4"REDUCER FITTING — u E-mail: INFO@PWGROSSER.COM TO MECHA L ' ' PVC SCH.40(FLANGED) I i ... .. SCREEN CONSULTANTS 8"DIA.DR-18 PVC SANITARY 6"DIA.RETURN PIPE FROM INFLUENT PIPE FROM FACILITY 4"DIA.90°FITTING CONSTANT HEAD BOX PVC SCH.40(FLANGED) REMOVABLE SCREENING BASKET - 6"DIA.90°FITTING 4'-0"x 6'-0",DOUBLE DOOR STAINLESS STEEL - ' i 7 - -- 77 PVC SCH.40(FLANGED) ACCESS DOOR W/SAFETY GRATING TO BE CASTE INTO SLAB.SEE NOTE No.3 "'- 12"DIA.PVC SCHEDULE 40 PIPE 8"MIN.REINFORCED VENT WITH GOOSE NECK CONCRETE SLAB 2"DIA.SUPERNATE RETURN FORCE MAIN TERMINATION,PVC BLASTGATE FROM SLUDGE HOLDING TANK DAMPER AND STAINLESS STEEL TOP VIEW BIRD SCREEN AT OUTLET 4'-0"x 6-0',DUAL LEAF STAINLESS STEEL MECHANICAL SCREEN WITH BOX. 6"DIA.SCH.80 PVC 90° FITTING (REFER TO M-6 SHT. ACCESS DOOR W!SAFETY GRATING TO BE SEE DETAIL, SCREEN DETAIL FOR FITTING CASTE INTO SLAB.SEE NOTE No.3 4"DIA.90°FITTING 4S CONFECTION TYPE) #5 @ 6"O.C.BOTH WAYS, PVC SCH.40(FLANGED) NEW NEMA 4X STAINLESS STEEL 12"DIA.D.I.PIPE VENT WITH GOOSE 6"DIA.SCH 80 PVC PIPE M.J.FITTING TOP AND BOTTOM AND NECK TERMINATION AND STAINLESS PROVIDE HEAT TRACE TAPE ( ) PANEL WITHIN NEMA 4X ENCLOSURE DOUBLE AT DOOR FOR PIPE MOUNTED ON STAINLESS KINDORF TOP VIEW OPENINGS STEEL BIRD SCREEN AT OUTLET (TYP.FOR ALL PIPES ABOVE om FRAME 12"0 PVC DAMPER MANUFACTURED BY DOUBLE REINFORCEMENT AT DOOR OPENINGS, BLASTGATE GRADE TO PROTECT PIPES INV. REMOVABLE SCREENING BASKET FROM FREEZING) #5 @ 6"O.C.E.W.,TOP AND BOTTOM 2'-0"x 2'-0",DUAL LEAF STAINLESS STEEL ACCESS DOOR W/ S.S.CONSTANT HEAD BOX DOWNBLAST BLOWER WITH SAFETY GRATING TO BE CASTE INTO SLAB.SEE NOTE No.3 6"x 4"REDUCER FITTING /TO SPUTTER BOX O EXPLOSION PR001=CONDUIT SEAL WEATHER HOOD AND PEDESTAL. STAINLESS STEEL PUMP HOIST PVC SCH.40(FLANGED) CONSTANT ° HEAD BOX (TYP.EACH CONDUIT) PROVIDE CONCRETE ANCHORS 6"DIA.90 FITTING - (3)NEW 1-1/2 PVC ELECTRICAL CONDUITS 2S TO SECURE BLOWER TO TOP 12"MIN.REINFORCED CONCRETE TOP PVC SCH.40(FLANGED) INV. 6"DIA.PLUG VALVE(TYP.OF 2) FOR PUMP POWER FEEDERS AND SLAB.SEE EQUIPMENT SLAB TO MEET AASHTONLE LOADING 4"DIA.PVC SCH.40 PIPE —� 35. 1) CONTROL WIRES SCHEDULE FOR DETAIL. - NON-CORRODIBLE STAINLESS STEEL LADDER W/ FROM 6"DIA.D.1.90°M.J.FITTING 8'DIA.SCH 80 PVC 18" 316 STAINLESS STEAL HARDWARE,STAINLESS SCREEN BASE MECHANICA STEEL SAFETY POST&SAFETY RAIL SCREEN MIN " RIM 33.0E 8 MIN.REINFORCED CONCRETE SLAB \ / ---------------- ---- - - - 1211 tS o �� TOP OF SLAB(32.73)_ #5 BARS AT 12"O.C.EACH WAY GRADE GRADE 32.0E INSTALL EXPLOSION PROOF, \ GRADE(32.00) x� GRADE(32.00)SEAL TIGHT FITTING 61r x x 18"MIN. MAX RISER - PERMANENT LIGHT FIXTURE- SECTION 48"MIN. 2'-0" TO MDP EV LED EXPLOSIONPROOF LED BURY DEPTH 2"0 HDPE SDR-11 + TO BESSTj 48 MIN. #5 BARS AT 12" PROCESS TANK FORCE MAIN PIPING • • LIGHT FIXTURE W!200 W MIN. �� FROM S.H.T. BURY DEPTH STEEL TO PVC O.C.EACH WAY 8"MIN.REINFORCED 6"DIA.DR-18 RETURN PIPE INV.25.15 TRANSITION FITTING 48"MIN. CONCRETE SLAB PROVIDE CONDUIT SEALS 12' FROM CONSTANT HEA JOINT DETAIL ` (2)4"DIA.PVC SCH.40 FORCE MAIN AT 4"DIA.S.S.SCH.10 BURY DEPTH PVC TO STEEL TRANSITION FITTING 4"DIA.SCH.40 PVC,ODOR CONTROL _ __j INV.25.15 rrh UNIFORM UPWARD SLOPE FORCEMAIN I VACUUM PIPING.INV.30.40 —' 19.05 HWL ALARM(FLOAT) TO MECHANICAL L. SCDHS. C-22-008 8"DIA.DR 18 SANITARY INFLUENT 18.80 HWL ALARM,BOTH PUMPS ON I SCREEN _ PVC PIPE FROM MH INV.19.30 (MULTITRODE) T STEEL TO PVC FROM PUMP RETURN TO CAST IN PLACE FLEXIBLE RUBBER 18.30 LAG PUMP OFF(MULTITRODE) PUMP STATION _ 18.55 LAG PUMP ON(MULTITRODE) STATION 6" DIA. DR-18 PVC PIPE SLOPE @ 1% MIN. 13 REVISED PER CLIENT 05/22/2024 SLEEVE WITH STAINLESS STEEL STRAPS OR FLEXIBLE RUBBER BOOT. 316 STAINLESS INV.27.00 SIDE VIEW SIDE VIEW 12 REVISED PER SCDHS COMMENTS 04/01/2024 �- 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 #5 @ 8"O.C.BOTH WAYS 1 CONCRETE CABLE(TYP).-400E PSI.STEEL LIFTING 4"DIA.PVC PLUG VALVE(TYP.) MECHANICAL SCREEN DETAIL 10 REVISED PER CLIENT 02/28/2024 FOR;SIDE WALLS C BASE S.O.CABLES TO PUMP 9 REVISED PER CLIENT 01/31/2024 SECTION CONTROL PANEL 8 REVISED PER SCDHS COMMENTS 11/22/2023 SCALE : NOT TO SACALE 7 REVISED PER CLIENT 10/24/2023 MONOLITHICALLY 12.4E LEAD PUMP ON(MULTITRODE) 6 REVISED PER CLIENT 09/01/2023 CASTED —12.15 LEAD PUMP OFF(MULTITRODE) 5 REVISED PER SCDHS COMMENTS 07/26/2023 11.90 LWL ALARM(MULTITRODE) 1 S 4"DIA.S.S.SCH.10 FORCE MAIN. 4 REVISED R SCDHS COMMENTS 06/30/2023 11.65 LWL ALARM(FLOAT) 7:77- 3 REVISED PER SCDHS COMMENTS 06/05/2023 (2)2"DIA.316 STAINLESS STEEL GUIDE RAILS ` . 2 REVISED PER SCDHS COMMENTS 03/21/2023 ELEV.10.65' (TYP). SEE DETAIL,SHT.M-6 ) ® V . 1 REVISED PER SCDHS COMMENTS 11/17/2022 Number Revision Descri ELEV.9.98' 4"X 4"AUTO COUPLING ptlon Revision Date { SUBMERSIBLE EXPLOSION PROOF WASTEWATER PUMPS EQUIPMENT: TWO (2)SOLIDS HANDLING PUMPS CONC.FILL(TYP.) 10' I.D. Designed By Date Submitted (PROVIDE 316 STAINLESS STEEL LIFT OUTS CHAINS AND 1 S BAG/LT 8"THICK MIN.SLAB W/TOP GUIDE RAILS. SEE MECHANICAL EQUIPMENT SCHEDULE. MAKE: HOMA Drawn By Date Created AND BOTTOM,#5 @ 8"O.C. SECTION (ONLY ONE PUMP SHOWN FOR CLARITY) MODEL: AVX 446-200/C,8T/C(4" DIA. DISCHARGE W/4"1 AUTO COUPLING) LT EACH WAYS W/DOWELS#5 NOTE: -EXPLOSION PROOF Approved By scale AT 12"RADIALLY -316 LIFT OUTS CHAINS WITH 316 S.S. SCH 80 GUIDE RAILS Client BAG AS NOTED NOTES: PUMP STATION DETAIL -2.8HP, 3 PHASE, 208 VOLT, 60 HZ W/VFD THE ENCLAVES 1. CONCRETE STRUCTURE TO CONFORM TO A.S.T.M.C478,LATEST REVISION DESIGN. -IMPELLER SIZE 7 7/8" 2. CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS,AASHTO-H20 LOADING. SCALE : NOT TO SCALE 56655 ROUTE 25 3. HATCH DOOR SHALL.HAVE LIFT ASSISTANCE HARDWARE,AND AUTOMATIC SOUTHOLD, NY 11971 HOLD-OPEN ARM WITH RELEASE HANDLE AUTOMATICALLY LOCKS COVER(S)IN THE EQUIPMENT: ONE (1) DOWNBLAST BLOWER Project OPEN POSITION. ZS THE ENCLAVES PUMP LEVEL CONTROL ELEVATION � � MAKE: PLASTEC HVJL ALARM(FLOAT) 19.05' o95 MODEL: PLASTEC 25-4 PROPOSED SEWAGE o NOTE: -PROVIDE BLACK CARBON FIBER IMPREGNATED A HVJLALARM,BOTH PUMPS ON(MULTITRODE) 18.80' HOUSING ASSEMBLY FOR EXPLOSION-PROOF SERIES o STEEL CHANNEL. SUPPORTED -PROVIDE WEATHER HOOD ENCLOSURE PEDESTAL WH3 LA3 PUMP ON(MULTITRODE) 18.55' � BY BUILDING ROOF ASSEMBLY. ( ) LAB PUMP OFF(MULTITRODE) 18.30' TREATMENT PLANT o -MEET THE 12 AIR CHANGES/HOUR REQUIREMENT 0 LEAD PUMP ON(MULTITRODE) 12.40' a Piroject Address: LEAD PUMP OFF(MULTITRODE) 12.15' EQUIPMENT: PUMP HOIST(PERMANENT)0 56655 ROUTE 25 3S MAKE: L'LALARM(MULTITRODE) 11.90, MODEL: SOUTHOLD, TOWN OF SOUTHOLD 'LALARM(FLOAT) 11.65' NOTE: -PROVIDE STAINLESS STEEL CABLE AND BASE. SUFFOLK COUNTY, NEW YORK LIFTING CAPACITY= 1,000 LBS. MIN. County Tax Map Number: Contract Number FURNISHED 1000-63-3-15 BY Regulatory Reference Number. THREADED ROD(TYP.) CONTRACTOR EQUIPMENT: MICRO BAR SCREEN W/CHUTE PUMP STATION STRUCTURAL NOTES: SIZE VARIES 4S MAKE: OR-TEC Tiitle of Drawing: CLEVIS HANGER GRINNEL OR MODEL: MB-280KT L APPLY TWO-PART EPDXY COAT INTERIOR,INCLUDING CEILING. APPROVED EQUAL. NOTE: -316 STAINLESS STEEL - 1/18 HP, 3 PHASE, 208 VOLT,60 HZ. ii. EXTERIOR DAMPROOFING IS REQUIRED FOR ALL WET WELLS WHICH AREA SPACING AS PER MANUFACTURER'S L UK CONSTRUCTED IN GROUNDWATER. O O O O RECOMMENDATION 5S MAKE: PARSHALL FLUME VIRTUAL POLYMER COMPOUNDS, LLC iii. FOR ALL CONCRETE POURED IN PLACE,A CONCRETE TESTING LAB, AN ACCEPTABLE TO THE SCDPW,SHALL BE UTILIZED AT BOTH THE CONCRETE — MODEL: 2"PARSHALL FLUME , BATCHING PLANT AND THE PROJECT SITE. NOTE: . 1 , 1 . 1 '11. E iv. POURED IN PLACE STRUCTURES SHALL BE REINFORCED IN ACCORDANCE EQUIPMENT: FLOW METER ® 7 1 WITH ACI 350 AND ACI 318. LENGHTASREQ'D 6S MAKE: PULSAR(GREYLINE) MODEL: OCF 6.1 's Drawing Number. NOTE: -INCLUDE SENSOR AND PROVIDE 50 FEET OF SENSOR pF NEW),CABLE AND SENSOR MOUNTING STAND '`Q tJDREw O� N EQUIPMENT: CONSTANT HEAD/SPLITTER BOX 7S MAKE: MODEL: -1/4"THICK,316 STAINLESS STEEL NOTE: -45°V-NOTCH EFFLUENT WEIRS �� = Sheet of a F 092523 18 22 E PIPE HANGER D o,� ��, PWGCProjectNumbe SCALE : NOT TO SCALE ESSIO r. g rii Ili Unauthorized alteration or addition z E to this drawing and related documents AVG 180 3 'H' is a violation of Section 7209 LL o of the New York State Education Law o 3 n.a 19-4 3'-1 14" olill PRY PATCH MASONRY WALLAS REQUIRED WITH NON-SHRINK 1/4"DIA.SS GROUT(TYP.) Ln CABLE 30'll O /° TOP OF TANK 4" DIA. SCH 10 STAINLESS 2500#WINCH is `d -� CLIENT DRIVEN SOLUTIONS ALTERNATIVE SOCIVE HOIST STEEL AIR LINES THROUGH BUILDING WALL. WITH DISK BRAKE A ° (SIDEWALLMOUNT) P.W. GROSSER CONSULTING ENGINEER ZINC PLATED o 0 BUTTERFLY VALVE TO BE LOCATED AND HYDROGEOLOGIST, P.C. Inlet-4" STATIC HOOK WITH AT AN ACCESSIBLE HEIGHT. LOOP SAFETY LATCH EL. 38.30 ANSI 150 Ibs 630 Johnson Avenue.. Suite 7 Outlet-5" PROCESS TANK BLOWER Bohemia. NY. 11716-2618 eoo Phone: 631 589-6353. Fax: 631 589-8705 13» ANSI 150 Ibs = - - E-mail: INFO@PWGROSSER COM 1 0TG i `AJ 4"DIA. SCH. 10 STAINLESS Al 24"MIN. ZD STEEL AIR LINE TO CONSULTANTS 1p >> zz M PROCESS TANKS TYP. 36"MAX. PROVIDE STAINLESS i M 241/2 STEEL BIRD SCREEN AT 3„ ti o 31/2"SCH. 1 1116"DIA.HOLE r j BOOM PIPE END. 40 PIPE IN GUSSETS FLOOR MOUNTED PROVIDE PIPE HANGERS SOCKET OPTION 3/4"DIA.SCH.40 PIPE HANDLE AS REQUIRED �;� MAST ~"GUSSET F.F. ELEV. 32.50' <r� (4)3l4"DIA. GRADE 32.00 \:,6 / ANCHOR BOLTS SECTION A-A SIDE VIEW NOTE: 6"CONCRETE BASE 24"MIN. 1. ALL STAINLESS STEEL PIPE FITTINGS SHALL BE EITHER FLANGED OR COMPRESSION. —100 / 5 PUMP LIFT ASSEMBLY DETAIL 2. ALL SEWAGE TREATMENT EQUIPMENT HARDWARE I / ROUTINELY IN CONTACT WITH SEWAGE TO BE 316 SCALE : NOT TO SCALE STAINLESS STEEL. SECTION A-A N 6, 710 TEST COCK 3 SCALE : 3/8" = 1' TEST COCK 4 TO BUILDING PLUMBING TEST COCK 1 8" MIN. u7� M 1" RPZ MODEL LF825 Y 12"MIN. CLEARANCE ABOVE RPZ VI I ' 1 SUPPORT ROD AND HANGER I (TYP 1 -5U 121 MIN 1" RPZ MODEL LF825 Y 12 x 112F DRAIN PAN Di'rN 3'—1 14" 12"x 12"DRAIN PAN 2"DISCHARGE PIPE 12" IMFEREC 1 . _T 1� j� 5' MAX 2" DISCHARGE PIPE W/BIRD MICRO BAR SCREEN DETAILS 30"MIN SCREEN AND FLAPPER(MIN. MODEL: OR-TEC MB-280KT 1"0 TYPE L COPPER PIPE HEIGHT ABOVE GRADE SHALL BE 6") SCDHS: C-22-0081 SCALE : NOT TO SCALE 1"BALL SHUTOFF VALVE CONCRETE FLOOR 13 REVISED PER CLIENT 05/22/2024 CONCRETE BLOCK WALL 12 REVISED PER SCDHS COMMENTS 04/01/2024 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 10 REVISED PER CLIENT 02/28/2024 .' a. 9 REVISED PER CLIENT 01/31/2024 8 REVISED PER SCDHS COMMENTS 11/22/2023 1"Q1 TYPE K COPPER 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/01/2023 4'-6" MIN REDUCED PRESSURE ZONE DETAIL 5 REVISED PER SCDHS COMMENTS 07/26/2023 SIDE ELEVATION 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 06/05/2023 SCALE : NOT TO SCALE 2 REVISED PER SCDHS COMMENTS 03/21/2023 ---- ----- -- 6"DIA. PVC SCH.40 AIR PIPING 1 REVISED PER SCDHS COMMENTS 11/17/2022 FRONT ELEVATION (DISCHARGE). PROVIDE 90° FITTING Number Revision Description Revision Date 45° 45° AND S.S. SCREEN BAG/LT Designed By Date Submitted Drawn By Date Created 21 LT 11/11/2022 6" 6"DIA. PVC SCH.40 AIR ��— AIR AIR AIR n AIR SIR AIR Approved By BAG Scale AS NOTED ............. . PIPING(INLET). REFER TO I � � 6 g Gtrenr SITE PLAN FOR PIPE ROUTING �� / D D X THE ENCLAVES AIR AIR AIR--f—AIR AIR AIR 56655 ROUTE 25 s" D If 6" D SOUTHOLD, NY 11971 SECTION A-A % Pimlect WEIR DETAIL PROCESSTANKS 6-1 Hr AIR THE ENCLAVES D D r �� 2� rr SLUDGE HOLDING TANK 6'�[_11 6„ PROPOSED SEWAGE 4-0 X -0 316 STAINLESS STEEL CONSTANT HEAD BOX � A D a A 6" DIA. 316 STAINLESS STEEL BAFFLE A STIFFENING CHANNEL ALONG TOP TREATMENT PLANT FLANGED INLET FITTING STAINLESS STEEL, HALLIDAY PRODUCTS V4F A D TELESCOPING VALVE WITH MODEL 501 SLIDE PIPE a ® ® PlAddress: BAFFLE SYSTEM AND 12" HANDWHEEL WITH NON-RISING 56655 ROUTE 25 TWO(2)6"45°V-NOTCH WEIR STEM _..,_..___._...,....._..... SOUTHOLD, TOWN OF SOUTHOLD HANDWFiEEL 6" DIA. 316 STAINLESS STEEL FLANGED a A SUPPORTS ..................... 316 STAINLESS STEEL BAFFLES SUFFOLK COUNTY NEW YORK rr INLET TO ACCOMMODATE A 6 DIA. SCH. GonntyraxMapNumber Contract 80 PVC INFLUENT LINE FROM 2 PUMP 160 GPM PLATES 6R PUMP STATION _ 0 1 PUMP 80 PM 0 Regulatory Reference Number. MECHANICAL SCREEN o O o 1 r—V crr 2'-0" OPER.2'-9" P (2)45°V-NOTCH WEIR Tilde of Drawing: 0 MECHANICAL SWIVEL 3 RANGE 6"0 RETURN FLOW � 6" DIA. PVC SCH. 80 FORWARD t_„„. _ __ 1 P �/� �" IE �1 UCA FLOW TO BESST TANK m ADJUSTABLE BROAD $" $" ODOR CONTROL SYSTEM PIPING DIAGRAM s INFLUENT PIPE TO BESST TANK CRESTED WEIR '' 6" PVC SLIDE GATE VALVE (TYP. FOR 2) SCALE : NOT TO SCALE 91 1'-2' ADJUSTABLE METAL LEGS TO BE ANCHORED 316 STAINLESS STEEL COUPLING 6" DIA. PVC RETURN FLOW 4' (FLANGED END) TO CONCRETE. CONTRACTOR TO VERIFY fs Q FIXED STEEL PLATES CONCRETE WALL DIMENSION PRIOR FABRICATION OF CONSTANT HEAD BOX PLANDrawing Number. a SECTION 2" DIA. DRAIN VALVE, MIN. WALL ��-OF NEW y THICKNESS 3/8" `Q PNDREW W� � mm CONSTANT HEAD / SPLIITER BOX DETAIL �s Sheet 4 F� 092523 �� 19 22 SCALE : NOT TO SCALE a r FESSIO PWGC Project Number. tii iu Unauthorized alteration or addition AVG 18 03 to this drawing and related documents z W is a violation of Section 7209 LL o of the New York State Education Law o rz rl FINISHED GRADE 30"DIA.LOCKING,GASKETED WATERTIGHT,HIGHWAY RATED /f COVER. QRAnF YELLOW METALLIC WARN IN TAPE WARNING TAPE YE 8" YELLOW METALLIC 12" CLEAN COMPACTED 12" WARNING TAPETALLIC BACKFILL HAND HOLE(3'x3'x3'-DEEP) EMPTY PULLING-IN IRON(TYP.) h Ty hSJj 24" TELECOMMUNICATION #8 COPPER CONDUCTOR *ik 36" t 14" ELECTRIC SERVICE UNDERGROUND {•r; _' UNDERGROUND s BRANCH CIRCUIT1 BRANCH CIRCUIT • '4 :�$q SAND BED 12"GRAVEL BASE S07038'1 OnE GROUND ROD _ 6" EDGE OF TRENCH rj CLIENT DRIVEN SOLUTIONS OPEN BOTTOM q- 6" 4" P.W. GROSSER CONSULTING ENGINEER f EXOTHERMIC CONNECTION(TYP.) TRENCH WIDTH �� , f�I�C�} NOTE: 1s°+CONDUIT DIAMETERS AND HYDROGEOLOGIST, P.C. ,.....,.. _ _........_ _...._ __. _....._ _...... _ ......� ..._S Ck 6 fence f _.. ..__... _ ... ._...._ U 1 INSTALL HANDHOLE WHERE INDICATED ON THE PLANS, 630 Johnson Avenue Suite 7 2. CABLES SHALL BE PULLED THROUGH HANDHOLE WITHOUT SPLICE.LEAVE FULL Bohemia. NY. 11716-2618 COIL OF CABLE IN HANDHOLE. CONDUIT TRENCH DETAIL Phone: (631)589-6353 . Fax: (631)589-8705 x m i/Wi 3. BOND COVER FRAME,PULLING IRONS TO GROUND ROD WITH No.8 BARE COPPER SCALE : NOT TO SCALE E-mail: INFO@PWGROSSER.COM CONDUCTORS. X r" wi CONSULTANTS 0 � FP FP FP FP FP„ FP O P FP 4. HAND HOLE TO BE H-20 RATED,UNLESS OTHERWISE NOTED. O FP`FP / _ a 0 i �- 1 Q , ODOR CONTROL BLOWERS EMERGENCY � C /� GENERATOR - \..) i 1 G—G�� W— W_ 1 MOTOR DISCONNECT SWITCH, 20 AMPERES, 125 VOLTS GFI RECEPTACLE / O O / cam►. G�-G GALVANIZED STEEL PUMP LOCATION TO BE W INDICATES WEATHER PROOF I CHANNEL SUPPORT COORDINATED WITH OWNER W � � s s s s_a s s s x -16 MIXER '` 3 J 1 4#4/0-4"C . JUNCTION BOX, INFUSED FOR LIGHT FIXTURE. NN j O 2" EMPTY PUMP CONDUIT FOR " 011 `� /Y = E SONIC METER gO��DING K I I 1(DEEP"ABOVE GRADE) ALL PAD I G G��G��G��G c c CONCRETE TO BEAMINIMUM FINISHED GRADE BST 1 4,000 PSI. +q_. 5 MOTOR, NUMERAL DENOTES HORSEPOWER b W I I 4#12-#12 GRID, b x 30 20 i 1® TELEPHONE •�°�.••�� a'TO TEL. S 9#12-1"C MANHOLE 4 EMPTY .;� ��.•:: . .� DIALER b BST S �.P '` F E ® FOR FLOAT ELECTRICAL CONDUIT h TO MOTORS SWITCHES U_ MANHOLE O , ; I � 30 UNFUSED DISCONNECT SWITCH, NUMBER INDICATES SIZE INFLUENT ' 1 BST-CO NTROLS PUMPS FOR MIXER 1.5 i_ ° 1 "C STATION NO.2 OVERFLOW 1 Z ;MpP-5 CONTROL BST BRANCH CIRCUIT WIRING-2#12,#12 GND,%"C UNLESS OTHERWISE NOTED ALARM " 30 ' ° ' PANEL ELEVATION VIEW 1 ! OP 2 O O `. PROPOSED SEWAGE M s _n rn; �j �j TREATMENT PLANT -4 a�a' ° ' _ : '%; }"."" ` )) '". R`" ° OUTDOOR DISCONNECT SWITCH HOME RUN TO PANEL MDP CIRCUIT No.1,2#12, #12 GIRD,%4'C UNLESS L' L' T CONTROL BUILDING \' e s 1`CH MDDP--- ---+► OTHERWISE INDICATED (TYP.ALL HOMERUNS) 1" DIA.REDUCED PRESSURE 1/2 3 W sTo1_ROLB\j11_o1NG SUPPORT ARRANGEMENT (TYP.) E NC Nu. ZONE REDUCED SUPERNATANT 1 % ® CON + ` COTTAGE 1 SCALE : NOT TO SCALE PREVENTION DEVICE DECANT PUMP b I T BY•FEBCO,MODEL LF825 Y ; 669 SF E UNDERGROUND ELECTRIC LINE MECHANICAL d x a B " a a—a 1 J Imo— "i.n.2,.•/"Y�"Y.'v.�i"i.f VL -v.Y" G SCREEN / CONTROL MECHANICAL SCDHS:12f~�"�� C-22-0081 PANEL ? ^^^�� •^r r.x vLr CONCRETE PAD SCREEN .,.,..., �.�� 1:;1 �' ' " #' -" ' - ' T UNDERGROUND TELECOMMUNICATION EMPTY CONDUIT VENTILATOR 1i I I-K L J MDP-4 FLOATS CONTROLPANEL 13 REVISED PER CLIENT 05/22/2024 12 REVISED PER SCDHS COMMENTS 04/01/2024 INFLUENT PUMP CONCRETE PAD STATION ' COTTAGE 2 MDP-12 INFLUENT PUMP CONTROL PANEL TYPE SO CORD-FURNISHED WITH EQUIPMENT, INSTALLED AND CONNECTED BY FRONT \ (� l 11 REV D.&ISSUED FOR BUILDING PERMIT 03/22/2024 LIGHT 669 SF v2 w ELECTRICAL CONTRACTOR 10 REVISED PER CLIENT 02/28/2024 O SEE SHEET E-3 a a jzM a—a I ±4r s REVISED PER CLIENT 01/31/2024 r"— MDP-1 8 REVISED PER SCDHS COMMENTS 11/22/2023 3 FLOAT LEVEL SWITCH-FURNISHED WITH SO CORD, INSTALLED AND CONNECTED 7 REVISED PER CLIENT 10/24/2023 i BST BY ELECTRICAL CONTRA CTOR 6 REVISED PER CLIENT 09/01/2023 ^^^ "h; e ^^ r .Vie, PUMP 3 �� 5 REVISED PER SCDHS COMMENTS 07/26/2023 ° I .•._"` 't1=..4£,^s ""•'� -'' ' _a. •}#' '_'�,17.'%'" 6 MOTOR •A:'�-'�<-='r"" 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 06/05/2023 0 COTTAGE 3 GALV.STEEL 2 REVISED PER SCDHS COMMENTS CHANNEL SUPPORTS PUMP MOTOR 669 SF $ SINGLE POLE LIGHT SWITCH , RATED 15A, 125 VOLTS WITH WATERPROOF COVER 1 REVISED PER SCDHS COMMENTS 101(17//2022 BRANCH CIRCUIT PLAN VIEW 3 3 INDICATES 3-WAY SWITCH Number Revision Descnption Revision Date CABLES 1" Designed By Date Submitted BAG/LT PUMP CONTROL PANEL,LOCATION CHAIN OR PENDANT HANG STRIP LED LIGHTING FIXTURE Drawn By Date Created VENTILATOR TO BE COORDINATED WITH OWNER. Z 1 I GALv.STEEL CHANNEL -- LETTER INDICATES FIXTURE TYPE LT 11/11/2022 CONTROL PANEL SUPPORT A Approved By Scale CONDUIT SEALS ON EACH PUMP BAG AS NOTED & CONTROL RISER CONDUIT B Client EXTERIOR WALL MOUNTED LED LIGHT FIXTURE THE ENCLAVES GALVANIZED STEEL 56655 ROUTE 25 1 COTTAGE 4 RISER CONDUIT(TYP.) SOUTHOLD, NY 11971 1y 669 SF 61-01' 61-0" 10"DEEP CONCRETE PAD VENTILATOR (4"ABOVE GRADE)ALL C Project I CONCRETE TO BE MINIMUM EMERGENCY LIGHT j L I R R -� N � =�� : �� sl.:�:: � 4000 PSI(TYP. THE ENCLAVES l > N l , FINISHED GRADE PROPERTY 0 � �•�'-'�` 4" PROPOSED SEWAGE LINE Z ® LED EXIT SIGN 12" I^ I I• YELLOW METTALIC (I ( 24" WARNING TAPE(TYP.) TREATMENT PLANT MDP-4 T1 PUMP CHAMBER I I I Project Address: 1 GROUND 56655 ROUTE 25 FLOAT BYOTHERS) —J (� SOUTHOLD, TOWN OF SOUTHOLD l PUMP CABLES SUFFOLK COUNTY, NEW YORK f (BY OTHERS) — — I I I PVC CONDUIT TO MDP County Tax Map Number: Contract Number. a 11 _ J� O REVERSE ACTING THERMOSTAT 1000-63-3-15 �! C ——_ Regulatory Reference Number. - C� C PUMP CHAMBER —�: a VC COND 4 Ik PUIT TO BST Title of Drawing: FOR CONTROL 1 ' CONDUIT TURED DOWN I I I I I I I I I I I I ELEVATION VIEW 12LEC rpm SITM ELECTRICAL ARRANGEMENT AT 3 NOTE: I N L U E N T PUMP STATION (TYP.) ELECTRICAL SITE PLAN 1. INSTALL 2"PVC,SCHEDULE 80 CONDUIT TO BESST CONTROL PANEL IN CONTROL SCALE : NOT TO SCALE ® 1 BUILDING.RUN CABLE SUPPLIED BY OTHERS BETWEEN SONIC METER AND BESST q SCALE : 1"=20' CONTROL PANEL. NOTE: �QF NEW Drawing Drawing Number. 0 20 40 1. DETAIL SHOWN ABOVE IS FOR INFLUENT PUMPS. '`Q� NDREW 2. SEE DRAWING E-2,ONE-LINE DIAGRAM FOR CONDUCTOR AND CONDUIT SIZES,NOT � P 2. PUMP CHAMBER IS CLASSIFIED CLASS 1,DIV 2. SHOWN. � c 3. CONCRETE PAD SHALL BE 6-INCH LARGER THAN THE CONTROL PANEL ON ALL SIDES. W •o ck:f � m Sheet of o � Qo 092523 20 22 0 FESSION a PWGC Project Number. ui iil Unauthorized drawing raw g and related documents AVG 1803 on to this drawin and related documents w is a violation of Section 7209 o Of the New York State Education Law o 3 a a MAIN DISTRIBUTION PAENL (MDP) ODOR CONTROL BLOWER 200 AMPERE MAIN, NON AUTOMATIC CIRCUIT BREAKER, 1201208 VOLTS, 3-PHASE, 3 WIRE+ GROUND (TYP.) (NEMA 4X, STAINLESS STEEL ENCLOSURE) CIR. NO. LOAD DESCRIPTION KW HP CB TRIP CB FRAME CB POLE 1 INFLUENT PUMP STATION - 2 @ 2.8 20 100 3 2 BESST CONTROLLER(BST) & MCC - 23.3 90 100 3 3 ODOR:ONTROL TREATMENT SYSTEM - 2.0 20 100 3 rl � 1.0 1.0 4 VENTILATOR - 0.5 20 100 3 5 MECHANICAL SCREEN CONTROL PANEL - 1/18 20 100 3 - 6 EXHALST FANS, AND MOTOR OPERATED LOWERS 1 @ 0.1 2 @ 1/15 20 100 1 ., ODOR CONTROL PANEL 7 HOT WATER HEATER 1.5 - 20 100 1 CLIENT DRIVEN SOLUTIONS 8 WC HEATER(1.%W) 1.5 - 20 100 1 P.W. GROSSER CONSULTING ENGINEER " 9 LABORATORY HEATER(3.0 KW) 3.0 - 20 100 3 AND HYDROGEOLOGIST, P.C. BATHROOM EXHAUST FAN 10 INTERIDR LIGHTS 0.1 - 20 100 1 (SEE LIGHTING DRAWING 11 EXTERIOR LIGHTS 0.1 - 20 100 1 SHEET E-4 FOR CONTROL) 630 Johnson Avenue.. Suite 7 W 12 RECEPTACLES 1.6 - 20 100 1 Bohemia. NY. 11716-2618 i % i' ,� 13 EXIT AUD EMERGENCY LIGHTS 0.1 - 20 100 1 Phone: (631)589-6353. Fax: (631)589-8705 E-mail: INFO@PWGROSSER.COM j 14 GENERATOR BATTERY CHARGER t5 - 20 100 1 15 GENERATOR JACK WATER HEATER 1.0 - 20 100 1 CONSULTANTS 1/15 MDP-6 MDP-3 /' 16 FLOW METER AND CHART RECORDER 0.1 - 20 100 1 WC 17 STP RECEPTACLES 1.5 - 20 100 1 MDP-7 18-24 7 BUSSED SPACES 104 1 MDP-12 MDP-6 MDP-12 MDP-12 ,' - - BST EXHAUST FAN 2 GALLON ELECTRIC HOT �P•) FOR LOUVER [. WATER HEATER BST MOUNTED AT 42"A.F.F. ; FOR BLOWER �� (TYP.) COOLING(TYP.) 5.0 -�� H- ; WALL MOUNTED 1.5 KW HEATER WITH BST m FLOW METER/ INTEGRAL THERMOSTAT MODEL CHART RECORDER-` - MDP-12BROAN MODEL 124 BST WALL MOUNTED 3 PHASE, 4#10,#126RD 3KW HEATER WITH TO GENERATOR -' INTEGRAL THERMOSTAT MDPBST MODEL BROAN MODEL 194E E E BLOWER LABORATORY MOTOR OPERATED LOUVER ROOM MDP-9 MDP-16 (�P•) AERATION TANK BLOWER&AIR LIFT � AUTOMATIC TRANSFER SWITCH(ATS) BACKUP AERATION TANK/ - 5 0 BST MDP-6 MDP-12 MDP-1 Q E E -PTO GENERATOR SLUDGE HOLDING TANK BLOWER SLUDGE HOLDING TANK BLOWER ,J - -- - - - ; MAIN SERVICE CIRCUIT BREAKER TILITY ETER E E E E LT T T T IE � FE 1`�i,T U N • ) CONTROL BUILDING POWER PLAN SCDHS: C-22-0081 SCALE : 3/8"= 1' NOTE: 13 REVISED PER CLIENT 05/22/2024 12 REVISED PER SCDHS COMMENTS 04/01/2024 1. CIRCUIT ALL RECEPTACLES TO MDP-12. 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 10 REVISED PER CLIENT 02/28/2024 9 REVISED PER CLIENT 01/31/2024 8 REVISED PER SCDHS COMMENTS 11/22/2023 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/01/2023 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 06/05/2023 2 REVISED PER SCDHS COMMENTS 03/21/2023 k 1 REVISED PER SCDHS COMMENTS 11/17/2022 Number Revision Descdption Revision Date a Designed By Date Submitted j BAG/LT Drawn By Date Created LT 11/11/2022 Approved By Scale BAG AS NOTED Client THE ENCLAVES 4#3/0, #6 GIRD-2"C 56655 ROUTE 25 SOUTHOLD, NY 11971 6DKW, 120/208V, #2 AWG Project 3#12, #12 GRID-3/"C, EA 3#12, #12 GRID-%4'C 3#12, #12 GIRD- 1"C �� 3-PHASE, 4 WIRE 4#2,#8 GRID- 1-1/2"C N STANDBY CADWELD THE ENCLAVES 4#3/0,#6 GRID-2"C GENERATOR GENERATOR _ %4'0 X 10' LONG CIRCUIT COPPER WELD P RO POSED SEWAGE BREAKER GROUND ROD MECHANICAL INFLUENT 200A 3 POLE ODOR BESST PROCESS CONTROL VENTILATOR 4#4/0-4"C TREATMENT PLANT CONTROL SCREEN MOTOR CONTROL CENTER CONTROLLER PUMP STATION MDP PANEL CONTROL CONTROL C E O TO PSEG POLE ProjectAddress: ROUTE 25 NEMA 4X PANEL PANEL N 76 NEMA 4X NEMA 4X UTILITY MANHOLE PROPERTY SOUTHOLD, TOWN OF SOUTHOLD METER LINE SUFFOLK COUNTY, NEW YORK 3#12,- MANHOLE #12 GRID- 3#10, CouMyTaxMapNumber: Contract Number 10 GRD #2 AWG 1000-63-3-15 4"C ,EA. 3 200A, 120/208V, 3 200A, 3 POLE, 200AT/200AF Regulatory Reference Number 30-4 11 C' 30 30 30 30 30 1/2 POLE, SOLID SPD CADWELD _ MAIN SERVICE ENCLOSED Title of Drawing: 2 8 2 8 NEUTRAL CIRCUIT BREAKER. AUTOMATIC 1/18 1.5 5.0 5.0 5.0 2.4 2.4 INFLUENT INFLUENT TRANSFER SWITCH _ %4 OX 10' LONG BLOWER BLOWER MECHANICAL SUPERNATANT AERATION BACKUP SLUDGE MIXER MIXER PUMP PUMP COPPER WELD NO.1 NO.2 SCREEN DECANT TANK AERATION HOLDING No.1 No.2 No. 1 No.2 GROUND ROD Kniiiiiiiimiiii (3.35 FLA) (3.35 FLA) (1.00 FLA) PUMP BLOWER TANK/SLUDGE TANK (8.63 FLA) (SPARE) (SPARE) c SURGE PROTECTION DEVICE SHALL BE CURRENT TECHNOLOGY MODEL SL3 � w No.1 (16.8 FLA) HOLDING TANK BLOWER (8.63 FLA) 200 208 3Y MD I(-) M2F. CONNECTION TO MAIN FEEDER SHALL BE#6AWG (5.01 FLA) BLOWER (16.8 FLA) CURRENT TECHNOLOGY HIGH PERFORMANCE CABLE 6Y(**) IN 2" PVC (SPARE) CONDUIT. a . ' I I 1 ® ' 1 (16.8 FLA) *SPECIFY TOP OR BOTTOM FEED **SPECIFY LENGTH. g Drawing Number. o NEW y �'tQ P�IDREW o�� w 0 In ONE LINE DIAGRAM LAJ E Sheet or SCALE : NOT TO SCALE y 4 `rFQ� 092523 21 22 SJcIO� V PWGC Project Number: u.i iu Unauthorized alteration or addition z to this drawing and related documents AVG1803 is a violation of Section 7209 o of the New York State Education Law 0 o 0i J a a I PHOTOCELL TO LIGHT AT MOUNTED AT INFLUENT 10'-0"ABOVE PUMP STATION FINISHED BATHROOM F y GRADE EXHAUST FAN _ CLIENT DRIVEN SOLUTIONS / P.W. GROSSER CONSULTING ENGINEER / 3 AND HYDROGEOLOGIST, P.C. 4'-9rr MDP-13 3' A-2 630 Johnson Avenue.- Suite 7 3' 2-$� WC Bohemia- NY. 11716-2618 Phone: (631)589-6353. Fax: (631)589-8705 3r Arr E-mail: INFO@PWGROSSER.COM / -Y CONSULTANTS C / MDP-13 / SVVITCH TO CONTROL �' C BOTH LIGHT AND J EXHAUST FAN % MDP-13 i 4#10,#126RD TO GENERATOR -EA- . E E E a 0 BLOWS L BORATORY MOTOR OPERATED LOUVER ROOM D (TYP.) A A AUTOMATIC TRANSFER SWITCH(ATS) A MDP-10 T-6" E E `-TO GENERATOR J MDP-10 J J 2'-1" , MDP-13 di J y, — _—— —_ / ;' i " MAIN SERVICE CIRCUIT BREAKER B MD -11� F E E E E T T T T F C'Jvi2J NO. • CONTROL BUILDING LIGHTING PLAN SCALE : 3/8"= 1' SCDHS: C-22-0081 LIGHTING FIXTURES LUMINAIRE-LITHONIA RSXLED P3 30K R4MVOLT SPADBLXD OR APPROVED EQUAL 1. TYPE'A'FIXTURES SHALL BE CHAIN HANG OR PENDANT MOUNTED,96"LONG VAPORTITE LED STRIP WITH (3,000 K,13,000 LUMENS) 13 REVISED PER CLIENT 05/22/2024 POLYCARBONATE OR FIBERGLASS REINFORCED POLYESTER HOUSING,FROSTED POLYCARBONATE LENS 12'-0"HIGH x 4"SQUARE 12 REVISED PER SCDHS COMMENTS 04/01/2024 WITH GASKET AND STAINLESS STEEL LATCHES, 4000K,COLOR TEMPERATURE,10,000 NOMINAL LUMENS, STRAIGHT ALUMINUM 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 LITHONIA CAT.NO.CSVTL9610000LMMVOLT40KSTSL.MOUNTING HEIGHT SHALL BE 9'-0". LIGHT POLE,LITHONIA 10 REVISED PER CLIENT 02/28/2024 9 REVISED PER CLIENT TYPE SSA,BLACK 01/31/2024 2. TYPE'A-2'FIXTURES SHALL BE SAME AS TYPE W BUT 48"LONG WITH 5,000 NOMINAL LUMENS,LITHONIA CAT. 8 REVISED PER SCDHS COMMENTS 1 1/22/2023 NO.CSVTL485000LMMVOLT4DKSTSL. 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/01/2023 3. TYPE'B'FIXTURES SHALL BE WEATHER PROOF,WALL MOUNTED LED LUMINAIRE IN A DIE-CAST POWDER 5 REVISED PER SCDHS COMMENTS 4 REVISED PER SCDHS COMMENTS 0 06/30/2023/2023 COATED3 REVISED PER SCDHS COMMENTS 0 ALUMINUM HOUSING,WITH INTERIOR REFLECTOR AND DIE-CAST GASKETED DOOR FRAME,3,500 K /05 COLOR TEMPERATURE,3,200 NOMINAL LUMENS,LITHONIA CAT.NO.WDGE2LEDP335K80CRIVWMVOLTSRM 2 REVISED PER SCDHS COMMENTS 03//21/2023 /2023 (COLOR TO BE DETERMINED BY OWNER).MOUNTING HEIGHT SHALL BE 10'-0".FIXTURES SHALL BE CIRCUITED TO MDP-11 THROUGH PHOTOCELL CONTROL AS SHOWN ON THIS SHEET. 1 REVISED PER SCDHS COMMENTS 11/17/2022 Number Revision Descr"on Revision Date 4. TYPE'C'FIXTURES SHALL BE WALL MOUNTED BATTERY POWERED EMERGENCY LIGHTS.MOUNTING HEIGHT Designed By Dale Submitted SHALL.BE T-0".FIXTURE SHALL BE DUAL LITE MODEL LM40-12V-1205L,DUAL HEAD WITH SEALED LEAD BAG/LT CALCIUM BATTERY,120 VOLT INPUT. Drawn By Date Created LT 11/11/2022 Approved By Scale 5. TYPE'D'FIXTURES SHALL BE 36"WALL MOUNTED LED WITH WHITE SCRYLIC DIFFUSER,LINHONIA MODEL BAG AS NOTED FMVTSL361NMVOLT 30K 90CRI. Client THE ENCLAVES 6. EXIT LIGHTS SHALL BE DAMP LOCATION,WALL MOUNTED LED WITH DUAL EMERGENCY LIGHTS AND BATTERY,RED LETTERING IN WHITE THERMOPLASTIC HOUSING,WITH TEST SWITCH.LITHONIA CAT.NO. 56655 ROUTE 25 ECRGSQM6. 12'-0" SOUTHOLD, NY 11971 Project THE ENCLAVES PROPOSED SEWAGE GROUND LUG HAND HOLE TREATMENT PLANT 120V,MDP-11 Project Address: ANCHOR BOLTS ALUMINUM BASE 56655 ROUTE 25 DIA. GALVANIZED COVER SOUTHOLD, TOWN OF SOUTHOLD RI I GIDSTEEL CONDUIT SUFFOLK COUNTY, NEW YORK 18"SQUARE CONCRETE County Tax Map Number: Contract Number. FOUNDATION 1000-63-3-15 Regulatory Reference Number. GRADE Title of Drawing: GRADL Go 24" -' E 6ICA w ' #2 BARE COPPER 1"PVC SCHEDULE 80 1 .. . . e EXTERIOR LIGHTS GROUND CONDUIT TO . d �d�. .21 CONDUCTOR 1. PHOTOCELL TORK CAT.NO.2001 OR APPROVAL EQUAL CONTROL HOUSE �I{;: �. y.: 4'-0" 1 1 1 1 E NG PLAN i'—CADWELD ' Q 1 ti.. I o a Y2'X 10'LONG s EXTERIOR LIGHTING CONTROL DIAGRAM COUPLINGE:p �` COPPERWELD Drawing Number. a. GROUND ROD OF NE �r� U a N.T.S a �'`��PNDREW _a ,o m Sheet d 4 SFOA 092523 �� 22 22 OUTDOOR AREA LIGHT DETAILS FEssio� PWGC Project Number: ww a� Unauthorized alteration or addition AVG 1803 NOT TO SCALE to this drawing and related documents w is a violation of Section 7209 o of the New York State Education Law o 2i J d A.