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Home My WebLink AboutSCDHS Approved Plan Recvd 9/8/17 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\5_29305.00_UT.dwg O u t I � > f u, 1901.44'' (DEED) ' „..I I _.. ACTUAL 1904.80' '( ) „ _ / \ S38'30'50"E (DEED) , , t i t 4'20"E ACTUAL) _..... , / \ S38 2 a { � • (IIMJJCA78 LF IV ••J" DPP 00.5x , 3 a t " 1, 32 F , y , , p �` 31 Engineering, Surveying • _ & 32 �_ 2e. ,ti 3< '' 2 3, J - - -}3 - " I $ 1 t ., ',t oJ.( o' Landscape Architecture, PC r 0 } r✓: "� m 31 .J' + 1 3 ,.... m r .,.. A,) or Parkway \� .. `-• '� 100 Mot a Suite 135 y _ " q�x tIt� C7 m / � �O :, b 5 4 _,.. � .. ,Tr ,rsJ 1F s• cP et3' n t�tF 15• ...... __„.„.„„„. __....... r:.: _.. .. ................_.__ . ............._...... .. 1 , L 2RW Jm, �� Y 11788 �� / �" \ ' 4 EN I �lr,r I EN �' I I , °D a' y ✓ 273.68' (DEED) Hauppauge, N �- 631787 3400 / R-4 , 00. ".:-.._ �L e'sx S37'Q4'4Q"E 269.77'. AC" U L _ I SAP o b _ _ � „ SB e Ix,r t„ ,/ -� / G �� / ,�• ,6< • Q'P O'1 ox \ z�,zx lF IY " RCP e'0• CPO 1.ox 37 , „R-24.00 O N , 3 t - .... -. / z -CPP a ... .. , JO ,,, _ J . .. .... O s �� J1 € ♦ fyp It 7 * yry J� •'1.010 29 Jo ,.„. JJ J S FEET S1 H V � ' PRIVATE WELLEP 55 R n • _,.... ]k S4 J - ,,✓" ,2 pR- 5 T 221E 1 t. " - ..: 'k a' 7ti 33 0 ,, yy 0 2S 7y .. I ,.W i .. � R.27.50 ". 115 LF 1C i \• „, , r w !225 ., , ,.� ® .RCP O DSL Ix""i Off• 0 J I ]] ♦ ]� ?Z 15• N3 R-!1.55 21 LL 15• - , � „ �. � •� ] e ass j}[ _ �9 rTl C 33m ' 451E 1S' mry C G 30 - ." i 7e IF 12P '-,.._. ._....."__..„ ... CPP 0 J.Sx - .:,,,»w d�e ,. R- I� 1 ... GPP 02x.., „3J � µ � D I „ ' M r t i �. „,„ _.. t „ - PCA•0.5x £, / ..._\O ..„, .._. • 45 1F 113 DRYWa1S LOCATED ADJAC47r .....'•"„„,„, J • • - 50 LF 15' +tF ". ., _. . - . .``:.. .;_.. nom. N3 '� �/ CPP O 1Jx lh� TO I1N75 7D HAVE/0' lip , „ 14'29.50 EFFECTIVE DEPTH(TYP.) 4 ' ... -' ... i ..., - R-27.50 _°s4.so j s47 ' W ".. T , ... 27.50 z .'I ! •„ -XA 'v., •' EXTEND FJ0571NG WATER MAIN ON • 1 SO t r SCHOOL HOUSE LANE AND CONNECT DPP OQsx -,s• s..' - -... �] ._ `� Q'� sib:,`,: '04'40"E # TO SIZE cD00RDINAIE W,TH SCWA) - \ 100' PRIVATE £ :,.. µ. �� .. w `" .. 0' \ I 114" SB-4 • • 2°O1s N.✓ A JJ F,. x? , WELL SETBACK AT b O SB-a `fl°caP e x ✓ ' , m � J J \ RIFFING STREET Q Toe v is cis \ G 1 RCA•0.5% ,� - 8�. 0' •J' 1 30 RS P \ •bwia ar+ALL loos 50 LF 15• RCP 0 6m0 ,' S5 IF 15• Jz ] 37 UjZT • / .Amf Wn 0 1 ` RCP O 0.5x j / cw a s.0 pp, ` 3z GD y 1 .rp e a v,s 145 IF,Y • RCP a us' 33 • b \ LF `., ✓. .."OA7x ,V R-28.50 :- ,� N 33 / _ M // ` 0 R4 \' - Cr .Ln -A \ b 1 R-J 7 32 m s / /.. \ G ✓ 3s J Ja tD 9 • t , ]6 3 zs q N N 1 S ® 1234so EN u x ,r ® so ]y •i R s�vix 3, } z- O O PRIVATE WELL i i m✓� lr,s �` }4' ,t h+ 9 J° C J ]q x.24 e0 R-28.50 ` `� Q ,� p ]\ oM y .4 f 2675 /,i EP Js ER `✓ � R `� Jo 3o ti p ✓✓ N N - ! i 1 h i ✓✓ ® \ •b EN FN b • 32A.50 J� ' 4. '' \ 37 N3 , 'S° ....-•.. =- z--- �:a: e / 33 O ,e m L-, ..� v 31 i J ] n n r °' 4 'DPL e,r ,xr`' x:r • ♦ s D D !7.25 r ':, .�.µE f-.w';r.:-' `- 2 - n M r m� S37'13'30"E (DEED) `" q� �-� - 31 N� �< 2 - „ ,a �`v S37-04'30"E (ACTUAL) 221, m 713 400.00 32 #....,,m, .. .N 32 s s oa+ N 3 '30"W h' ! I- � �1 � 31 • 1` 33� _ 'JJ ]2 `J.. � .. " , 'J7 33 3 h ^�'L \ 'LO_„p O # rn '� ,, \ 32 ....,.,,, _ .>.... ,.. • R�25.50 .• •.' l \/ SCDHS Notes Yt ,. • .' 3029.50 � ` Do 33- J R-x9so / r ] ,� 1. LOT SIZE IS APPROXIMATELY 46.00 ACRES. N 3} z,1F,sncP'e,.ox 5 i 2. TOTAL GROSS FLOOR AREA IS 219,076 SF. 0 m 35 35 34 S i 34 ♦ m 31 - 34 ✓s ��.Qh+ ® r 3. THE UNITS ARE TO BE OWNER OCCUPIED. DEVELOPMENT TO BE MANAGED BY HOA. 3 vh O 4. THE SITE IS LOCATED ON THE NORTHWEST CORNER OF SCHOOL HOUSE LANE AND • • • ` ` "„ ; "' ~"` \ ��d4 `t GRIPPING STREET. Water Distribution System Notes 3 I '� z I '� } V I ✓~ _" • A 5 APPROXIMATE LOCATION OF PRIVATE WELLS WITHIN 150 FEET OF THE SUBJECT TT R-36 r . , JJ - .�o PROPERTY HAVE BEEN SHOWN ON THE PLANS. 1 MATERIALS GROUNDWATER WAS ASSUMED TO BE EL GROUND WATER WAS ENCOUNTERED AT VARIOUS DEPTHS SEE BORING LOGS FOR y"� 32 I � � • ' R-3�',� ✓S � ' THE PURPOSES OF DRAINAGE STRUCTURES ti. • I 4J1 • , ]`' / • a 5� h®Sum • 34 R 4 • - � 7 31 }' • X33 34 ® 35 -3s / 3.5 • STANDARDS, MATERIALS SELECTION: CAST IRON, DUCTILE IRON AND • _ - �„� 5 „� Y F �}' .. 7. ELEVATIONS ARE BASED ON NAVD 1988. P PPE AND ALL TIN L IRE HYDRANTS SHALL \ o 6 lrls RCPe,.ox R-3,. •, _tTARVEs PO LANE / / e RDP 3L50 ' 8 HYDFRAPPROVAN SYSTEMS HAVE BEEN APPROVED BY SCDHS FOR USE UP TO 550 GPD CONFORM TO THELATESTSTANDARDS OFTHE AMERICAN WATERL 4 lF,2 1Fts 1F,2 \ A� ( ) 1F,5• ,F RDP a g -+.� _ 22 3 ,� WORKS ASSOCIATION AWWA PVC PIPE AND P.E. AND PB SERVICE tD tr LpP ozox, •,, ,.ox 01.% 30 • 9. THE CONDOMINIUM ASSOCIATION IS RESPONSIBLE FOR OWNING THE ASI UNITS AND INSTALL THRUST 34 :. ',---35 34- NYO X33 - 37 �'� .S _ 5IF 15• 32 - ' e% = ELECTRIC SERVICES NES SHALL BEAR THE APPROVAL OF THE NATIONAL SANITATION BLODCS ON ALL A5 33 ,. J4 CJO -4 LL tY •1. • -. LI BENDS OREA7Ei2 ( R'•31'60 A19 ,7 -'3+. e,ox "� ] '° FOUNDATION FOR POTABLE WATER AND MEET ASTM STANDARDS. P x ' /� ]S 3 4 �- R THAN2rIN J ..34 , - -s�so �� 3 ® 1 ��' - 6T2 .5 ® ?34. � �++�� sB-s d- 10. THE ELECTRIC SERVICE FOR THE ASI UNITS SHALL NOT BE TAKEN FROM THE ELECTRIC f WATM MN" `� � o PANEL SERVICING THE RESIDENTIAL UNITS. CAST IRON AND DUCTILE IRON PIPE SHALL BE CEMENT-LINED IN 1 117 LF 15 DPP \ ACCORDANCE WITH AWWA SPECIFICATIONS C-104-74 OR THE LATEST ,'.s.2x In I ti9 ' r`7 REVISION. 010 i. Uuuty Notes • i` }4 ]2- 34 r USED MATERIALS: WATER MAINS WHICH HAVE BEEN USED ' z A7 }} R-J At • - a 35 34 .. 10 LF 1 RCA 0 2,x 35 }� • .. CD 3 �t5 D� �_ 3 _ 30 35 \ C) SLY 0 CONVEYING POTABLE BE SED PROVIDED THEY � PREVIOUSLY FOR CO AB REU E O • J n - y • ez,x �� 30 • 5 , • 9.7s �, % �\ / 1. ALL WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK MEET THE ABOVE STANDARDS AND HAVE BEEN RESTORED • �f `� PRACTICALLY TO THEIR ORIGINAL CONDITION. 1> '� J • 7 lJ R-4325 'S 33 ` ® - ® �J ' ' ® • " _ COUNTY DEPARTMENT OF HEALTH SERVICES AND WATER AUTHORITY AND " �'. • Q ' '" 34 3 J23 33 31 32 }} `". , .,�" SHALL MEET ALL OF THE REQUIREMENTS OF THE SAME. 0 tt-' 10 . - o �f /r f JOINTS: PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF M - 0 � / ) \ 2. ALL DRAINAGE PIPE AS FOLLOWS UNLESS OTHERWISE NOTED: PIPE SHALL MEET THE STANDARDS OF THE AWWA AND THE L JOINTS OR SLIP-ON , - �9ao � "•^� '• "''-s\ /r'�;. \ ` � REVIEWING I WITH AUTHORITY. GASKETS A HAVING PREFERRED.ROOF LEADERS TO BE 6" CPP CA ,. \ •' „ r- • BE 8 CPP WITH A SLOPE OF 0.5% I -- _. „ g ' ,r 9 EE ) IPE SHALL 15 CP IT 2. INS N36.54 20�W \ TALLATION OF MAINS • LOPE OF 0 0 r_ t' LE�D DRYWEL CONNECTING P BE P W H A S 2009 22 CTUA�" iw ti it ) ATIONS S L INCORPORATE THE PROVISIONS i2 STANDARDS: SPECIFIC HAL E10SIING WATER MAIN ON t 1 PRIVATE WELL I a 3. ALL SANITARY PIPE AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED W BRIDLE AND CONNECT TO SITE r .7 (COORDINATEW,THSCWA) I I I I I INSTALLATION PROCEDURES. SANITARY HOUSE CONNECTIONS TO BE 4 DR-18 WITH MINIMUM SLOPE , __._... O I / F 2%. BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED _. ' - IRON WITH A MINIMUM SLOPE OF IN THE TRENCH FOR ALL BURIED PPE. BACKFILL MATERIAL SHALL BE T01%E MINIMUM 6 DR 18 PVC OR CAST TAMPED IN LAYERSAROUNDTHE PIPE AND TO A SUFFICIENT HEIGHT \ / \ ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. E WELL \ I 4PIPING 0' / BE - DEPTH 15 PRIVATE PRESSURE \ / SETBACK _..... I 5 HYDRANT OF SIX INCHES OFETTHEOPI E. \ j PIPING SHALL L 9 LU WITH CONNECTIONS.ONSD WATER SERVICE MAIN OI NNEOCTIONS TO BE 16'". H \ COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPT / 100' PRIVATE WE \ OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT SETBACK 5. THERE SHALL BE A MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. \ \ / WATER LINES AND SEWER/DRAINAGE LINES. \ i BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE TIE DISTANCE TO HIGHLAND ROAD FROM \ 6. THERE SHALL BE A MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED EMERGENCY ACCESS GATE IS LEACHING POOLS TO ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. I APPROXIMATELY 260 FT r--� (� 7. THERE SHALL BE A MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING 4 4 80 0 80 160 SANITARY LINES AND WATER/DRAINAGE LINES. Ul rr ll PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: v I V SCALE IN FEET 8. ELECTRIC AND GAS SERVICES TO BE INSTALLED BY PSE&G AND NATIONAL GRID, AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE LINES SERVICING THE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HORIZONTAL SEPARATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN 9. ALL SANITARY/WATER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST ELECTRIC OUT TO Al UNIT (TYP) PROPOSED SEWER SERVICE (TYP) MINIMUM VERTICAL SEPARATION OF 18"" MINIMUM BETWEEN PIPING. (SEE REVISION, CROSSING TABLES). CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER SEPARATION ARE MET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT Al CONTROL PANEL LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF BLOWER (TYP) PROPOSED VENT FOR Al UNIT (TYP) 10. WATER SERVICE LINES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS ELECTRIC OUT TO Al UNIT `a SEPARATION. REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 11. ALL UTILITIES TO BE INSTALLED UNDERGROUND. PROPOSED VENT FOR Al UNIT Al CONTROL PANEL BLOWER �� I J::yYJ. ; , :SITE • oo as Habitable Garage Area w f Harvest Pointe at W II N 5 wW II Unit Type Unit Numbers PROPOSED SEWER SERVICE ,;' � ,;, yP Area (SF) (SF) Total (SF) (� II MIN I A 77-124 1,999 486 2,485 C u tc h o g u e II �, PROPOSED CLEAN OUT -RD-- N Q II _ ° IIRD ? ` , 1,3,8,10,12,14, '4 21!23!26!27.29. Cutchogue, New York RD r. ',;: j - B 31,33,36,39,41,45 1599 363 1,962 Town of Southold REQUIRED GFI OUTLET REQUIRED GFI OUTLET , '! 'r " _'' 46,47,49,50,52,54, --RD- PROPOSED CLEAN OUT V o PROPOSED CLEAN OUT PROPOSED ROOF DRAIN (TYP) ` 56, 58, 59,68, 72, 76 Y No. Revision Date Appvd. a r ;t 13 TOWN/SCDHS REVISIONS 7/28/17 AVL PROPOSED ROOF DRAIN 2,5,6,9,11,13, o REQUIRED GFI OUTLET PROPOSED BUILDING I' t 19 20 22 24 12 TOWN REVISIONS 6/14/17 AVL .o �`� �` 25 2830 3235138 ,' -fr B1 1,599 363 1,962 11 SCDH REVISIONS 4L22/17 AVL ' , 40,42,44,48,51,53, PROPOSED BUILDING Q �r'. �. ' 57,60,62,64,66,70, 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 73 74 75 9 TOWN REVISIONS 3/27/17 AVL PROPOSED GAS METER r/ I 4,7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVL 665 % < B2 1,599 380 1,979 Checked b r Designed by Ch k d y f � 61,63,65,67,69,71 o PROPOSED GAS SERVICE I N PROPOSED ELECTRIC METER Y . `:`" C Issued for Date PROPOSED AS METER--,,. ;s o 15,16,17,18 1,999 408 2,407 { o - r July 10, 2015 E- (TYP) ,"' :.`. ' , . _' €.,.! _ N/A 6,188 N/A 6,188 PROPOSED GAS SERVIC TYP " Community PROPOSED EL CTRIC METER I Building �---, SCTM: 1000-102-01-33.3 PROPOSED ELECTRIC SERVICE -Ei ��-=�_, -E Ke Ma ��I,;#�� - RD---- .Y „ p SCDHS A Approval rJv3 � 2i 5 -•RD PROPOSED ELECTRIC SERVICE (TYP) Scale. 1 = 1000 ` 5, •RD- o MIN. SUFrOLR-OUN'tY DEPAR1 V01T OF HEALTH SERVICES O 1 MIN. 5' -RD MIN. PROPOSED WATER SERVICE (TYP) N r�i PROPOSED WATER SERVICE E1 n L� 7 Q � � Pc�.�'�o;!a AF►P�'ovJ+�o�oQr,a'�z �e"J��r-o�t A V --- DAYSCD �-- APPROVED �,�i�y,•/ /"��l 14 w_ Drawing Number 0 N EXPIRES THREE YEARS FROaA DATE Or APPROVAL ��OF NEiy • • • { , Utility Service Notes ��P ��° v �, °� :" TYPICAL TYPE A UNIT BUILDING PLAN TYPICAL TYPE B/C UNIT BUILDING PLAN LU Q 1. VENT PIPES SHALL BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND * "gid L r , L-.4..a ix.4 : TERMINATE A MINIMUM OF 18 INCHES ABOVE GRADE. Sheet of ! yb Q 2. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3 FEET FROM ANY WINDOW OR m w x DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. 2� 9 ?$-•----ti--�- Ar °0 3. ALL VENT PIPES MUST HAVE A MINIMUM DIAMETER OF 2 INCHES. �? V) 4. ALL GAS AND AND ELECTRIC SERVICE LINES SHALL MAINTAIN 5 FEET HORIZONTAL AND A 68611$ 18 INCHES VERTICAL SEPARATION FROM ALL SANITARY AND WATER LINES AND STRUCTURES. �FESSI�NP Project Number 29305.00 co SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\5-29305.00-UT.dwg E O V N € _ \ 1901.44'w(DEED) • z 4 1904.80' C } ,' l� .................... �..,at ,3t t r s ' .. ... ...... \ _ S38 30 50 E (DEED) CA S38'24'20"E {ACTUAL) p' Engineer's „r ~ Subm t P.E. Or R.A. e f e Certifaction Required - rti ication 2 1 • E r ' For o. I I insta'!anon And Const 3 I• E 30 �-r' € , 7e tF 1s ructi0 n , , 30 f • � � �n►� sucel� + �, I,./Cr.t t "�,J ?� E ~ R-3aso as • 3, J 33 / i �-'1(s,� I eering, Surveying ° • or Final oval Use Form WWM-073 - ' 32 • ,'L � 34 i i �f ,•(, _, m .. • „\•� \ n_,� Q E 1 f� • '' ti.- `^ t -: to� ILandscape Architecture, PC r W E I I w� t^ < / J , •� ) J2 � cNi3 �' '� ' 100 Motor Parkway _ v �`' SUBJECTTO COVENANTS RESTRICTIONS LIBER 12-1 Z9 -1Q -� \ I I .".'' I I - - 4 b v W ,3 12 lF fY o \ I \ v Suite 135 ,.. s` I 4 v ...`.N'Mt' }N7f�R.Hdw.. w: y a a.. Hauppauge, NY 11788 3lF,r~~ PAGE i l 631.787.3400 �� y � � �° a � J ,� • 7, � �,. rE I sB ti Q � `'"�' _~ riro�la• � 273 68� (DEED) APPROVED IN ACCORDANCE WITH BOARD OF ° \ , a ' • -- - S37'04 40 E 269.77, ACL _"_• 4 m r E • ' 3 " ' I BB lF 1Y ... ,_.. / n 3,.00 - -aa lF 15• - "€ ' $ ... . ... .._:. r,..._ �"'{ O i ;." _\" ..:_-.. _ -. .. . I REVIEW DETER ON TED 5 � ��! ' '»,.,;'/ � / . .. � • CPP O 1.Ox \ � ' i=,;72 lF tY .... RCA O 0.5 ,.. � 32 f .. '" "~ .. ...,...., 1 ,3 P e 3r _ _ _ RE4ziao cn c0 N k;USION M ILD O Ul Font. Una(s) PAUST Be irispe&ted By The I + ~ .I PRIVATE WELL R ® _ .3, a3� Ra __..._, 27 .... U1 + .. .+ a ,ti ws 32 °'; .. ~ ^ N iris •�County Dept. Of H--'T S,rvr 3. - 33 r ~ t,JS I -?7.50 113 IF 1B• r I � , •\ }'S 3° , az 15 � -31 N3 R-31.85 J2a5 IF 15 ~.° ` ., '..' • ,. ..RCP•QSx 7 °1J .. Q ,/" J �s ?4 -,R'•2J•0 n � � ��/4•'�+ 852-67,54, -51"4J i!Jh7i s vD In A18 i C.ii+�.7 ,4'6, " .._.,% t 33m c •L7 Oosx 3, .. U '. je zl .,. ..._..,.,. ,s LF,S` ... I /~.�. ..2. .. dy �' 7� -. m + "A e..T'-^°- o 30 >sLF,B• _.. CPP.15x • �e - -. To S v ltY2...,C.33I(>C). Cw a ax , J R "" N c 29 i _ ~ w: • 45 LF 15• DRYNEl1S LOCATED ADJACENT Q r 7 CPP 013% ...._... .- r 33 J 5 • solrls u� i / 1 ro ants ro xAVE,a _ EFPEME DEPTH(�•) , RR-z7.50 . o _._ m .• s47 • �3z1,. n = � z 12 .. 14 .' .. R-27.50 .,..• , LVP a asc •f�{t-z9.so 1 N J , n . ,. •.,,. C ''. IXTEND E705RNG WATER MAIN ON ?t 15• - �. amu, /} ., . . _..........,' R-33.8 5• \ ro a (COORDINATE WITH`>� 133 lF IS' I ' SCHOOL HOUSE LANE AND CONNECT • � 100 PRIVATE •,. 1 -- -- '%_ O - L3 , - � ' ��. .. ''04'40"E ,t SITE CDDR SCWA) WELL SETBACK I a R-aasoO• se a~ ti; _• �z' zD IF 1s N ww \ �• r � I. K7 .,�'- - ...._.._... a 1. j x � JJ ��"•£i�•, ,� '95:00 - `, ET N.• ' '� �' 102 LF i a'x e " GRIFFING K3 Bs IF 15 / IF 106 ` J R5 . WP e's x RCP a 0.8% �e x51[ ' ' pp ^I,U)L1 \ • 148 LF 1Y • s R- $ \ 32 V" RCP 0 R-?O SO ' 21 / c c, R- / 33 ® • x.b •.! 103 8 LF -� N N ` 8.3250 " 33 / }3� A'I / \ •R4 I 7 G I Q� \ Ln 01 Su�folk Count Department Health Se 'ic / \' ?i / • =zx.so J a r s �= so ® yo }; ® 3S� 37�01x 31 o e 29 NQ NQ Apprwval for Construction4Y.her Than Single r,amily g \ y pit7trl2tiit(if n, fit, eS PRIVATE WELL 1, z1 IF,s '" ,Io-9 R-a9.sD y i � 9 v S0 S e �}, e2z4 < l ° Q ,� , 3 M .zQ75 Reference No. CIO- a;- - 001 9 Design Flow 222 c� W ,p ' \ 1 J • 'e a J. 37 7B 50 " \ J - 1� Q1 --A Use(S) W J CF • I 1 se-5 37 These plans have been reviewed for general conformance with Suffolk o , G'3aDD �, .. ;: J _ _ Department f Heal N3 r� .. _ =#y== �� m ° Count Depart Services standards relating to water 33 � me a Health SCI'VI l O Q7 "� W "i ... :..Zs-;q4':,.;::, 3, / � 'S6 f is ;v . - ° Js ^^ supply and sewage disposal. Regardless of any D o g a omissions, r �, 3, a _ 32 / n m inconsistencies or lack of detail, construction is re' ired to be in- � m� S37'13 30 E DEED I �� /Y R-aA.50 w�.. 3, __. - _. �' frl (n� < (DEED) 33-� 1 ~1 _. :_ 3, 35 C�o accordance with the attached permit conditions and ap licabfe I�, S37'04'30"E (ACTUAL) 221.0 • m - -. J J p , y r� ,I\ 31 32 I 33 .._.,�.. -"' '.---' JJ J 3z 'f 1/ 0�1• _ O OOf ''r- standards,un specifically waived by the Departm � » m • - - ,ti J . R=�so mss' 35 3 .__.,.w µN 37'13 30 W 40 expires 3 years from the approval data,unless extended or renewed' OJ 32 \ 4 l J 3, �> R•, �q �' , � / � � - l _ l_l/�l ��vr✓C • cc cc AT 31 _ _ �• � ''�\ •,` w7�� 7 �U��S Approval Date Reviewer 2 ,q 32 ., r , • • • I 32 3" • ' 00 33- J J` • -x9,o / \ - 1. LOT SIZE IS APPROX'MATELY 46.00 ACRES. � N 33 21 IF 1r RCP O 1.Ox -� }^ / '� , O\ , _ ,, i /. °° 2. TOTAL GROSS FLOOR AREA IS 219,076 SF. d `° 35 33 '' ' ,5 �� 3, • 31 - 34 " ��`o ® t\ 3. THE UNITS ARE TO BE OWNER OCCUPIED. DEVELOPMENT TO BE MANAGED BY HOA. � `- � '• 4. ED ON THE NORTHWEST CORNER OF SCHOOL HOUSE LANE AND __„ ,_. __ 3 % • THE SITE IS LOCAT pr • • • „ c �r�•�m z -4 I ( �e _�• _.. ,.. ' I , w'. `� GRIFFING STREET. ��ri 15� ��IUiI IJy�7�ii11 ®��S r 4 5. APPROXIMATE LOCATION OF PRIVATE WELLS WITHIN 150 FEET OF THE SUBJECT R110 I r Ne3� ( • z `I � Ra°'° -151 \ JJ / PROPERTY HAVE BEEN SHOWN ON THE PLANS. - ..,....... ® „ J 32 • `'y4 �^ \ � 6. GROUND WATER WAS ENCOUNTERED AT VARIOUS DEPTHS - SEE BORING LOGS. FOR 1. MATERIALS R-3�L0 I 32 J ' - ' - - 3 \ THE PURPOSES OF DRAINAGE STRUCTURES GROUNDWATER WAS ASSUMED TO BE EL. 8 � V .. �- g 3190 y � • �' 8 , - a5 00 3, � • ® 35 43,. " , R.3E28 ® / • • 3.5 • , o STANDARDS MATERIALS SELECTION: CAST IRON DUCTILE IRON AND _ � 15'R� X33 34 - ��,' 7. ELEVATIONS ARE BA.''ED ON NAVD 1988. • PVC PIPE AND ALL FITTINGS VALVES AND FIRE HYDRANTS SHALL v1s RWo1J1x Rs1 xvE ocA.vE / 1s'RCA \ '-°�+•� B. HYDRO-ACTION SYSTEMS HAVE BEEN APPROVED BY SCDHS FOR USE UP TO 550 GPD ' �� - � ; 3 � � °•°� 4�+ � • CONFORM TO THE LATEST STANDARDS OF THE AMERICAN WATER ,D ,rCPPe2ox, 0CIF Pe15IF�S•aP` lac ' �+Y \ g ` 15 �" •50 '"� WORKS ASSOCIATION (AWWA). PVC PIPE AND P.E. AND PB SERVICE -511 34 '--35 3, `' � „ro � � 37 o7.4x 30 BEF,S• � • , �. � 9. THE CONDOMINIUM ASSOCIATION IS RESPONSIBLE FOR OWNING THE A/I UNITS AND � ) BLOCKS ON X31°° " At9 - �3q 33 Cao 4IF1r S - e1 32 • - _ •�• ELECTRIC SERVICES. LINES SHALL BEAR THE APPROVAL OF THE NATIONAL SANITATION e,srAu THRusr � THAN }, _ I-3350 I = - 3es9 e tOx 5° 3a O e WATER MAIN ` ww `� :., • `' 1 - 9 - R- 'S • 1 � •s ,ti �!+�� se-a d' 10. THE ELECTRIC SERVICE FOR THE A/I UNITS SHALL NOT BE TAKEN FROM THE ELECTRIC FOUNDATION FOR POTABLE WATER, AND MEET ASTM STANDARDS. I : .,E � -315 - (T''P) LO PANEL SERVICING THE RESIDENTIAL UNITS. CAST IRON AND DUCTILE IRON PIPE SHALL BE CEMENT-LINED IN o ACCORDANCE WITH AWWA SPECIFICATIONS C-104-74 OR THE LATEST R_3,.,D • I I I (� I LU) REVISION. •A7 Z 33 ,aaz"s • ,., , _ 35 � � 34 / t0IF1BRCPe31x � �Jt1nty 1�®teS • USED MATERIALS: WATER MAINS WHICH HAVE BEEN USED NLn J2 ' i 3, o V s cPr 34� -� '3, _ }0 5 ss \ ®• p1 PREVIOUSLY FOR CONVEYING POTABLE BE REUSED PROVIDED THEY O • N! J -r- •21x 18 R-28.00 j `' {. . �� So .E9.75 .7s _ `j ,� . �� / 1. ALL WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK MEET THE ABOVE STANDARDS AND HAVE BEEN RESTORED 00 E'r '' Joy �J ti • `31a �` - lJ R43zso 5 }3 - �f x` ' ° 30 3 J • R • ' • �-' 'o J 'I32 .\� / SERVICES AND WATER AUTHORITY AND PRACTICALLY TO THEIR ORIGINAL CONDITION. z O ` ' ?@ 7g ?g • .., ...,„,.3 W O "\ 34 32}3 33 - _` ~ ,, �f COUNTY DEPARTMENT OF HEALTH SE SHALL MEET ALL OF THE REQUIREMENTS OF THE SAME. JOINTS: PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF 7 / r !., • M 2. ALL DRAINAGE PIPE AS FOLLOWS UNLESS OTHERWISE NOTED: PIPE SHALL MEET THE STANDARDS OF THE AWWA AND THE .,o"<) •, ; / \, ' / �- _ \ j, / REVIEWING AUTHORITY. PIPE HAVING MECHANICAL JOINTS OR SLIP-ON , r -- :r ✓ /�, i _- �' "" S HEADERS SHALL BE 8"" CPP WITH A SLOPE OF 0.5% JOINTS WITH RUBBER GASKETS IS PREFERRED. z, ROOF LEADERS TO BE 6 CPP ROOF DRAIN 3.. N3654'20".W2009.51 - 2. INSTALLATION OF MAINS \ _.. DRYWELL CONNECTING PIPE SHALL BE 15 CPP WITH A SLOPE OF 0% R, x 2 A A R - _. _ i 2 _ ,r,- (DEED) � _ • I , Y _; / j ' � ' 009 2' (ACTUAL) N oc1v+D o9snNc WATER MAIN ON �' 3 ALL SANITARY • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS 1 _ w 'BRIDLE AND CONNECT TO SITE - -` PRIVATE WELL n ' ; , PIPE AS FOLLOW UNLESS OTHERWISE NOTED: (COORDINATE 1xTHSCWA) € I = I I I a OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED I I I I y SANITARY HOUSE CONNECTIONS TO BE 4"" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. OF 2%. BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED I I ' SANITARY PIPING TO BE MINIMUM 6'" DR-18 PVC OR CAST IRON WITH A / IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE -'- MINIMUM SLOPE OF 1%. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT I TE WELL \ / 150' PRIVATE \ 4. WATER PIPING SHALL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. \ SETBACK - WW ,.......; T / OR APPROVED EQUAL. WATER MAIN TO BE 10"" WITH 6"' HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH I - \ " -' ' j / - - , OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. E \ \ CONNECTIONS. WATER SERVICE CONNECTIONS TO BE 1". COVER ALL WATER DEPTH • MAINS SHALL BE COVERED TO A MINIMUM / 100' PRIVATE WE \ OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT SETBACK 5. THERE SHALL BE A MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. i \ \ / WATER LINES AND SEWER/DRAINAGE LINES. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE TIE DISTANCE TO HIGHLAND ROAD FROM 6. THERE SHALL BE A MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING; TIE RODS OR JOINTS DESIGNED EMERGENCY ACCESS GATE IS f LEACHING POOLS TO ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. APPROXIMATELY 260 FT 7. THERE SHALL BE A MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING 14 4 80 0 80 160 SANITARY LINES AND WATER/DRAINAGE LINES. r l PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: U I V SCALE IN FEET 8. ELECTRIC AND GAS SERVICES TO BE INSTALLED BY PSE&G AND NATIONAL GRID, AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE LINES SERVICING THE HYDRO-ACTION UNITS SHALL MAINTAIN .5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HORIZONTAL SEPARATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN 9. ALL SANITARY/WATER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST ELECTRIC OUT TO Al UNIT (TYP) PROPOSED SEWER SERVICE (TYP) MINIMUM VERTICAL SEPARATION OF 18"' MINIMUM BETWEEN PIPING. (SEE REVISION, CROSSING TABLES). CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER Al CONTROL PANEL SEPARATION ARE MET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT / PROPOSED VENT LINE AND LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF ELECTRIC OUT TO Al UNIT BLOWER (TYP) BLOWER LINE FOR Al UNIT ; +/ f' 10. WATER SERVICE;LINES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR (TYP.) SEPARATION. PORTION THEREOF. 11. ALL UTILITIES TO BE INSTALLED UNDERGROUND. PROPOSED VENT LINE AND 00 0o I ,.�''` :' ?.SITE BLOWER LINE FOR Al UNIT Al CONTROL PANEL/BLOWER 00 00 ` Habitable Garage Area Harvest Pointe at PROPOSED SEWER SERVICE m w `�MIN wW P / ' `f f W 5' Unit Type Unit Numbers Area (SF) (SF) Total (SF) L ( W \ PROPOSED CLEAN OUT ' ' .' t ` ` r A 77-124 1,999 486 2,485 s _ o - Cutchogue cn -RD- > 1,3,8,10,12,14, . ❑o ❑❑ RD -RD - ,` t,. '' 21,23,26,27,29, Cutchogue, New York REQUIRED GFI OUTLET ;';; !` - B 31,33,36,39,41,45 1,599 363 1,962 ✓ ; Town of Southold REQUIRED GFI OUTLET 46 47 49 50 52 54 --RD- PROPOSED CLEAN OUT ;` f �a e j ` j , PROPOSED CLEAN OUT 56, 58, 59,68, 72, 76 No. Revision Date Appvd. PROPOSED ROOF DRAIN (TYP) f ; cr) ' 14 DHS COMMENTS 8/23/17 AVL PROPOSED ROOF DRAIN ' ;• fF; :' 2,5,6,9,11,13, n REQUIRED GFI OUTLET e /+f ,�° / / / 19 20 22 24 13 TOWN SCDHS REVISIONS 7 28 17 AVL N PROPOSED BUILDING �' `�' Jf 25,28,30,32,35,38, B1 1,599 363 1,962 12 TOWN REVISIONS 6/1x/17 AVL PROPOSED BUILDING 40,42,44,48,51,53, 57,60,62,64,66,70, 11 SCDH REVISIONS 4/22/17 AVL O 73,74,75 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL N PROPOSED GAS METER _ 4,7,34,37,43,55, 9 TOWN REVISIONS 3/27/17 AVL rs B2 61,63,65,67,69,71 1,599 380 1,979 Designed by Checked by ,n PROPOSED ELECTRIC METER ` I` C 15,16,17,18 1,999 408 2,407 ( F Issued for Date Q PROPOSED AS METER ;. i PROPOSED GAS SERVIC (TYP) �° { Community July 10, 2015 C PROPOSED EL CTRIC METER ,_- wf Building N/A 6,188 N/A 6,188 rs -6 -( , PROPOSED GAS SERVICE G SCTM: 1000-102-01-33.3 o -E _ ; . INN 1111 1111 1 -RD____ - Key Map SCDHS A royal z G 5. �D PROPOSED ELECTRIC SERVICE (TYP) Scale: 1" = 1000' > -E MIN. 5' �D al• J PROPOSED ELECTRIC SERVICE MIN. 5' Cn -RD MIN. PROPOSED WATER SERVICE (TYP) PROPOSED WATER SERVICE 3 - nS Drawing Number 0 I SFr' Q $ 2011 'JI N I Off: New y Utility • • •• 'Notes �• Souluho!d T'a; Atft Al Ask `.m �< �V Q N V tility Ser♦ice 'Notes Flanrtlrc,3cr.rd ��'��'O V �j2 ,per 4*u TYPICAL TYPE A UNIT BUILDING PLAN TYPICAL TYPE B/C UNIT BUILDING PLAN Q 1. VENT PIPES SHALL BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND i - w TERMINATE A MINIMUM OF 18 INCHES ABOVE GRADE. C) Sheet of 0 2. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3 FEET FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. �s C9 9 28 C 3. ALL VENT PIPES MUST HAVE A MINIMUM DIAMETER OF 2 INCHES. �O 08611$ � -0 4. ALL GAS AND AND ELECTRIC SERVICE LINES SHALL MAINTAIN 5 FEET HORIZONTAL AND 10 Q 18 INCHES VERTICAL SEPARATION FROM ALL SANITARY AND WATER LINES AND OpESSt0N o STRUCTURES. O, 5. VENT AND BLOWER LINES ARE SHOWN ON PLANS FOR GRAPHICAL PURPOSES ONLY. Project Number �° LINES TO FOLLOW SAME TRENCH AS ELECTRICAL CABLE. 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Planset\6_29305.00_UT-SCDHS.dwg O u i s I I U U F \ _ SAN LP D-3 7 uF R=32.00 10'0 ` \ 100' AND 150' PRIVATE WELL I=27.00�TMGS- IN ." RA3 OP B- 7100 SETBACKS (TYP) SAN LP B-8 tovF SAN LP D-4 7 VF / l R=31.00 10'0 R=31.25 fora SYSTEM D-3 ' I 27 U TM7.10 - IN SYS T S38'30'50"E (DEED) H.A. B-10 } _.- ' f = _ _ _ _ _.._......_..__._.. _ I 27.00 IN I 27.50 (IN) H.A. D-3 R-32.00 _ BTM RINGS 17 00 TM IN .25 IN RA3i.o I 26.98 IN -`--- S38'24'20"E (ACTUAL) „• f... sem, `- I-26.90 0 ; SYSTEM D 4 ::,.. I 27 ° - /• I 27.17 0 ``I 27.2 EM / \ AN MH SYS P - 19VF R=33.0 9 R=33.0 4 SYSTEM - w_ r -7 ` *`', SAN LP B 9 10'0 I=27.00 IN I=27.80 IN ,f H.A. B B 7�'' Engineering, Surveying HC AN. M - I=26.92 0 1 R=33.00Y S \ -• R=33.80 H R=31.25 I=26.50 IN I=27.72 0 =27.89 IN SAN. MH = r r`f.J, rd F. rd rr�. =27.79 0 R=31.50 3 I=27.45 IN =29.40 Jdrr, ;; Landscape Architecture, PC °'� I=27.37 <r✓ fJ ✓ J. J' err ,dF;. r d s E:re✓/✓Jr rFJ✓Fr/,Frrli.',•, ZOO °✓fd f/d✓rrf s '�';✓r✓Jd..rrf,°;,; I 28.00 .r rFr' °Jf 30--5�`STE - ( ) + �� l � 'rrJ✓,r. F. dfr,MP rJr` rrdr✓:• rd.'. 3 -E:°',, .! r Motor Parkway Mrd d'ft/! s'6J✓r/d'd': ;d/.��"FrrFf.r:,`,r > I . . ' FBF/J fdrlJ �•z`a � `fr Ff.'rr,M y rfdF M to ay .•,r '.'!'�i'�%" ,r'>r�'>r`/J✓Jl Frr Jr/✓F/✓Jr✓ orf''✓.j'Jr .€fd ,`-- 8 .. ,.-..". 1 SYSTEM B-10 �\ SAN. MH R=33.0 3/ ( ® ® �\ SAN. MH ✓r 'd` SAN LP B-101ovF R=33.00 i 32 RSAN250MH Suite 135 ( I=27.50 IN SAN. MH R=32.50 ®` I-28.50 fd✓ I=27.42 0 R=32.00 31 ) I=28.50 Hauppauge, NY 11788 rr R=32.00 10'0 � SAN. MH _ I=26.50 cc I=27.50 IN) J \ - _ - 33,3 2 R=3' I=27.50 - - $-D L� - 104 LL N 103 LF 34 35 LF I=z8.2o •7-- S- 3 BTI 52LA LAS -----� 631.787.3400 / CIRN 11 I \fr' / V Tj8 LF S. _ SAN. MH 30 -� I ` o I I I R-32.50o''- ° ,; I SAN. MH I=2s.00 31 / p- o I F f" R=33.50 Q v r- - -� m r I=28.63 IN ( 1 w 100 LF co' - SAN. INV-®.. -- SAN. INV t NV I=28.53 0 T i i t w c NV ® AN. INV ® SAN. INV ® SAN. INV ® I SAN. INV 1 14 SAN. INV r( SAN. INV ® BLDG. = 31.14 BLDG. = 31.90 BLDG. = 31.90 I BLDG. = 1.20 / / q0 co I co * SAN. I S BLDG. = 30.60 i 32 f SAN. IN I S NV BLDG. = 32.70 BLDG. = 30.95 BL _ 95 I BL 0.6 BLD a 22 20 AN I ® DG 30 DG 3 G SAN. INV @ t BLDG. = 32.70 I 23 21 I "- `L G• ' SAN. INV ® BLDG. = 32.40 28 27 I 26 g B1 a B1 BLDG. = 31.60 I 25 . 24 BLDG. = 31.60 ` ® 36 I BLDG. = 32.40 31 130 29 I B1 ( 61 I B1 / ri ✓ l \ i k0 1 35 SAN. INV ® B1 B I +Z w sr N Z. 3 I V ® ( 32 I z m - / G g 8 B B1 I BLDG. = 31.20 SAN. IN B E BLDG. = 31.20 I 61 I ! m 34 33 EN I EN z w N LL I 62 B EN - I c c EN c c I W ENrn i z EN w c E 3 7 Z SYSTEM c SAN a s t W \ R 32.00 0 ��b 4i G E a W W _' 10"W • •NN c' / r I=27.50 I ' 33 - O"yy " wv r 2 4 Water/Drainage �, � K � � = 9 ,� 0 rossing Table I / _ ss Water tion f H.A. B-11 =34.00 ,�,y. 3 32 ^� W / __ �` Crossing DrainageW Separation � 33 wv L.I / Top Bottom Top Bottom ........... .... . � r 0vo � � '-, `• ® - ' ' -�-- � �,3 25.31 23.57 22.82 1.74 �sS ♦ �' �� ♦ to 1"W _ 1A 26.75 25.25 28.45 28.25 1.50 S I I 50 33 " I rn H.A. D-9 ? N3 2 29.11 27.61 25.87 25.12 1.74 I 0 1 W N� ® (.3 R=32.00 Z tD O 'j2 3 I=28.20 IN 2A 29.75 29.35 27.85 27.10 1.50 f 11 �. 7a ti� � 31 00 > �� lO' I=28.12 0 < `L, , SAN. MH F'" yy O h m Z II SAN. MH MIN. �/B p 2B 30.20 29.80 28.30 27.55 1.50 1 ✓ R=33.00 G C ' • 30 R=34.50 oU TYP.) p I=zs.00 F � � •.Z � I o 3 29.35 27.85 26.11 25.36 1.74 � .... ® C 29 Q� o, 30.5 o o ( ) ,( r r v 4 27.79 26.29 24.55 23.80 1.74 1 i NN �n p .._.._ �, g �z ,� , 5 26.82 25.32 23.58 22.83 1.74 / M N3 I r w ® w SAN LP D-9 7 II z ' LL' --1"W j m " Z m ' R=32.50 100 . < G \ \ k 6 25.41 23.91 22.17 21.42 1.74 W c Z II _ - - SYST D 8 I=26.0 " o SAN LP D-8 7 uF BTM. ING = 21.00 j . . o f g ¢� R-33.90 , o 7 27.92 26.42 24.68 23.! 174 1 / f tom E = N) --_._ SAN. MH 32.25 w 18 26.54 25.04 23.30 22.55 1.74 o \ . c �-c �, _ = 7 _ .,. 26.50 19 26.93 25.43 23.69 22.94 1.74 ` ` TM w m ro -I 29.75 I I � E B .RING 2 5 __.° w i� ±8s 5100 CF _.------ N r 20 26.97 25.41 23.13 22.98 1.74 •" - '•►. " H.A. D-8 �'S > et ✓ CAPACITY i J z II z ;' BOT. EL. 29.00 �� ` I=30.20 IN 21 27.12 25.62 34 i 23.88 23.13 1.74 \ F ^ J w 1"W HWL EL. 3 .0 I-30.12 0 ® -o m s9 22 28.07 26.57 24.83 24.08 1.74 uyl�r i u `, rn � 23 28.36 26.86 25.12 24.37 1.74 L 3 � W yo hco ®ny ��® 24 28.79 27.29 25.55 24.80 1.74 - SAN. MH , M SAN. MH 0 " R=32.90 \ r �� _ �/ I=28.30 IN "w 2 > R 33.00 1� 25 28.17 26.67 24.93 24.18 1.74 t..SAN. MH 3 I=2s.00 r'cs 3, y C,a I=28.20 0 R=34.50 ' ` J ��9� a+ \ e� 26 29.31 27.81 26.07 25.32 1.74 _ / v ✓ F O SY EM D- 27 28.27 26.77 25.03 24.28 1.74 / £ 01 m H.A. D-7 { @ ! �\ 27A 28.23 26.98 25.48 25.39 1.50 SAN. u ,�I Z 11 ® f / �, yh tV ® !p ` v R=34.50 til R-32.90 J o , � / N m �• I=30.70 w � �' •� � 276 27.49 26.24 24.74 24.66 1.50 / I=28.90 W Q� 5 / !a v ^0 O I=30.62 0 } r l �� tS !d j p\ 27C 28.03 26.78 25.28 25.17 1.50 ` H.A. B-12 � �� ,7p �Q O \ :' I ;` I SAN. MH � 33 � -_3320 . / I=27.60 IN m W w j � R=31.90 S 6+ SYSTEM B-12 I=27.52 3 d SAN LP B-12,ovF ' R=33.20 10'0 =27.10 IN c7� Nm ® EN _ < 3® 6` 100' AND 150' B M.RINGS= 17.10 -' / "` D� - 9 S9 "`� SAN P R 33.0 15 ® 3 �2 4 PRIVATE WELL f i •• 1� ,� 4 � O R=33.50 D 7 0'0 O / - ;� /� 5' M1N• O r _ =27.72 IN / J ✓" J =27.62 T SETBACKS (TYP) 1 .'. ) ^� �b 3 ? , G.T. CC SYSTEM B-15 / 3 f �* s N3 1 '0 10"W W�, z a E SP OG ; R=33.00 SAN LP B-151ovir R=31.50 1 ^.1 I=29.65 IN O _ 'u u7 3 � ® 00 0 � `- SAN. MH � R=31.75 10'0 w � 2 � �, ®rn1 � � ^ ( � I=29.15 0 T Z =27.42 - IN w. � h LP CC 13VF � , Z \ J 19 R=34.50 I=2a.8o IN V ® � BTM.RINGS- 17.42 \ l ' e� �`W e \ �� B M.RI GS= 15.80 SAN. IN Z BLDG. 30.45EN 1 �, SYSTEM C �- • .%-"' R=32.95 A B-12A '` 1 I E c '� 4 H.A. CC f�a � _ R=33.0 F to N O R=29.00 IN f 1 r s ,�, I : ,.• yZ F H.A. B-14 ,...,,�•3 ..s -� -s a/' �' I=27.37 OIN r M d m r7 N3 .�O R=33.00 -28.92 0 . <. SAN. MH 31 \ I 7 11 Z V 5 < I=28.52 0 r' y ., n R-32.95 \ AJC C1 SYSTEM B �12A '° , ,.-. ?•t3 EN E I z z".. w 5'\ SPN' �N 320 � $`� � � � A� I=28.95 .�\+ O zo c I �1 g�p0 STEM -14 _ t int ; Approval 49 S LP - vF T. r I' z<f „ .. SAN LP B-12A 1 a J % R=33.10 10'0-10VF < �,m "� 47 48 _... .. I B 50 1 \\A4 ® 05 AN B 14 h ? 1- ; .. 1 SAN. 0MH I=z7.2o w ', .. ,.." � _....�../�� Sp,N• , 32' � R=32.00 ,o'tb :K .- �-., ® -� .;i.). -` ..,�� - � °� .rt�".-. = , �-`,4. `t� , ;." R=32.00 - / 3� ® SAN. INV ® LOG I=28.40 I yr I=28.40 IN _..•31 I BTM.RINGS= 7.20 - - - • S37'13'30"E (DEED) - _ A w.- _ ��- SAN. INV ® F S I � :' (0 ,- ", I ..... BLDG 31.18 ` RA33.10 H I S I 28.30 BLDG 31.02 - <.. CO 0 W =28.70 ( ;; ' ;,;,,. 1 , 3 I 28.80 (IN) �' s ® S S37'04'30"E ACTUAL RA { (ACTUAL) 221.47 / i 32 =28.50 I� 31 - 33 - �� I=29.50 .now . . _ \ / ( ) I SAN. MH �� 0 LF Z � .. ® �,� �; ". .. ,%'•, H.A. A-3 ( . •" .�.- �..�-.......,^"�' .' • / R=32.50 YSTE - H.A. B-13 i - , / SYSTEM A-5 ` � ,. _ 15 LF - 32�. SYSTEM B-13 -`�. r; •�> . YSTE A r. � R=30.75 r "s - R=32.85r'' P SAN LP A-520 VF 32 " SAN LP D-5 ,ovF SAN LP B-131ovF ` SAN.LP A-3A tow ry s I=2sso IN SUFFOLK COY Dd`PAi�T1�`E 4T OF HE& $EI�VlCES H.A. A-5.1 - R=32.00 0'0 I=27.20 IN TSTt -3 I=26.42 (0 'r w R=32.15 R=32.00 10'0 } H A. D 5 1 I=27.12 0 T �, 31 lr.� R=32.00 I=28.25 IN R=32.00 10'0 R=30.75 10'0 I=28.20 IN I=27.95 IN _I ,1.r- \ I=27.00 IN �� =26.20 IN SA 30.75 A-310 T MP , l I=28.60 IN r M• = R=30.75 10'0 � P � '"D \ \ I=28.12 (0 M, I=28.52 o BTM.RINGS= 18.25 B M. I = ( 1 31� C- 0I �(o a r� -- � �s L -A ® �� d I=26.20 IN SAN. MH REFERENCE tdtlMM911._,._.._... " a SYSTEM C-3 ''� 30.90 - - DR14NS o s i SAN LP C-310., ti 3 -� r. �<;... YSTEM P1-4 A R=2s.so i 3 R=33.70 SAN LP A-420 VF �' r` H.A. A-3 / I=2s.so H.A. A-4.2 R=33.9_0 20'0 PROPOSED A/1 METER/PANEL < R=30.75 a z SEE DRpyVItdG i� "oF""" FOR SPECtA� H.A. A-5.2 c, g = 32 R=35.00 =28.50 IN LOCATION TYP ® -- � I=26.50 W I=30.64 IN ( ) I=26.42 0 i 3 \ SAN. MH 1n �, R=34.00 i H.A. C-3 SAN. MH I=30.58 0 \. _ �1 ) REVIEWER'S INITIALS: R=32.80 I=29.75 IN R=34.50 R=35.00 i 33 SAN. MH �� i v, N I=28.80 �p LF I=29.67 (OUT) SAN. MH =30.14 IN i� �� I=31.00 �\ -3o.so 37 LF z z o o - co -S- 4 2 LF 1I Io SAN. MH 3400 1=30 28 LFo T \ -37 LF_ 41 LF- 30�E\ L �® SAN. MH S \ �_' -S �-S E S. R=33.50 I=26.90 � T 40 LF H.A. A-4.1 I=29.30 J N CO 35 I 4 �� R=34.50 R=33.20 N. INV �- o 0 35 / =30.52 �� I I=28.80 IM 34 1 31 m - \ I ® BLDG. /SAN. INV ® C0 SAN. INV @ I=28.72 0 ' o -rcgLI u) \ 102 = 30.94 BLDG. '- 30.94 - co BLDG. = 33.53 BLDG. = 5� Q � t SAN. INV @ - A 101 SAN. INV ® SAN. INV ® 96 33.53 SAN. INV @ I I SAN. INV @ BLDG. = 29.35 SAN. INV @ - BLDG. = 33.20 SAN.,INV @ I SAN. INV'@ ;BLDG. = 33.20 I S ® BLDG: = 32.39 BLDG.,= 29.35 --BLDG. 29,75 SAN. INV @ r A 100 BLDG. = 33.20 �� I BLDG. = 33.20 97 A I 95 `BLDG. = 32.39 I I 92/ I W91 90BLDG. = 29.75 AI 99 98 I A ( A I 94 " 93 I A I A (' I I I ® ® e 89 I W I I I I 1 _ ' I I I Harvest Pointe at .. . _.. ." � c � c I 3 � � c 3 ��' 32 � ��. W 3 c I r Cutcho ue C 3 �3 T 4 \ ® S 34 - ® 3 -3 33 0 41 7 ® R i 3 W .. .� ,w._.. , , 3 3 � York Cutc ogue New F. W '� Z ® 10"W o �- o 1 .W Town Of Southold 10" Q 1 o"W 3 3 W No. Revision Date Appvd. Ln INSTALL THRUST "" 34 3 1 30 1a DHS COMMENTS 8/23/17 AVL 35 �= 34 W � BLOCKS ON ALL . 33 `,, 'z 3 ,; - _ - _ 4 H 33 _ _..._ . BENDS GREATER 3 4 3 -- - _- _ 34 -"�- 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 3 - �, W 3 r 31 THAN 22 IN - - ---- 1 3 v' v' � . :.:''.�•'.� -_ .. :.' - = e ® • , I - ��"� 12 TOWN REVISIONS 6/14 17 AVL WATER MAIN v' (TYP) ♦ - E - - 11 SCDH REVISIONS 4/22/17 AVL CD M c I 104 105 I f I 110 ( 111 ___.., c o ti 103 e ?' A 106 107 I 109 A 112 r' „ - 115 1A 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 32 e 108 e I I J SAN. INV @ I A A `I I eA I SAN. INV @ I SAN. INV @ i"� f J 113 114 ( 9 TOWN REVISIONS 3/27/17 AVL SAN. INV @' A A e i SAN. INV N ...... �0., I SAN. INV @ BLDG. = 31.98 I BLDG. _''33.85 ,j SAN. INV @ I I SAN. INV @ BLDG. = 32.88 BLDG. = 30.75.'. SAN. INV @ A SAN. INV @ BLDG. = 30 Designed by Checked by SAN. INV @ N NV BLDG. = 30.30 ., ♦ BLDG. = 33.85 g - 2 85 SA I @ {� B = 32.88 1 i \ BLDG. = 75 SAN.•'INV @ SAN. INV @ t"- JO J - 31'98' -�- 0 BLDG. = 32.85 0 /- 0 Issued for Date a 1 •�`' ,,BLDG: =`28.90 No _ c BLDG. = 28.90 n ,_ � ---- .. X32. 1 34oe z 33 ® 36 35 .S SAN. MH , - 4 �U� 10, 2015 o ro j •S 1_ ;I --5- - 34 N. MH 34 I - - 47 LF� SAN. MH f 35 LF R=32.00 �0 ♦ 31 y R=35.00 .S28.00 31 _ �. ti, 30 LF SAN. MH -•-- -- - i H.A. C-6 �- - SAN. MH _ 00 ® H.A. C-5 O�- H.A. A-6.1 I=30.00 O `. 3j ' R=32.50 I=31.00 i - R=34.15 47 LF R=31.25 R=30.00 4Q��' q -' r _ 33 R=34.0 / 37 LF o I=26.50 i \ - SAN. MH I=27.65 30 m ( ) 11 "t =30.57 OIN ® R=33.75 I=29.50 IN RAN L ,00 \\\\�( SCTM• 1000-102-01-33.3 2, ® R=33.50 H.A. A-6.2 --( r I=29.42 o SAN LP low I=27.57 0 T ® ® ® �lj/ \ , SYSTEM -5 ( ) I=29.50 IN SYSTEM A-6 ® ( ) LP C-510 uF SAN LP A-620 vF..,,, ION POOL 33 I=2x42 o T R=33.50 0'0 I=27.00 IN) 30 00 - SAN 1 \ i f^ ! R=33.50 10'0 I=29.00 I 3 31 `.' • • • E I=30.00 IN (TYPICAL) = 32 Z ",•... TM.RINGS= 20.00 - -34 33 MP MP > MP -_ , SAN LP t H.A. C- i SAN LP C-oto uF -...__..- ._ _ `l R=30.00 10'0 ` R=30.90 / R=27.90 1 N0 1 _ j I=25.25 IN / SAN. A oso H I=26.37 I=26.45 " BTM.RINGS=17.90 PROPOSED so BTM.RINGS= 15.25 =26.90 1 wV MET X / r J AND RPZ H.A. C-7 °' o H.A. C-4 3 R=29.90 100' PRIVATE WELL SETBACK � R=32.15 `n _...,., I-28.07 (OUT)IN € �_'��'" = I 25.55 IN / 1 .. I=25.47 0 - Drawing Number r - r i N36'54'20"W ---- -- �-�`--- --j� (y II V (�(/yO w ; z O - _ _. _.., i JCJ E f Q17Lm4e3 N EXTEND EXISTING WATER MAIN ON / 'Q I - w 01 1 UJ I a BRIDLE AND CONNECT TO SITE COORDINATE WITH SCWA Iannlrg B� r n T ( ) 40 0 40 80 _ - ?rte �� Sheet of -0a OA 08611$ v� 12 28 I LI SCALE IN FEET ROFESSIONP Project Number V) 29305.00 I SCDHS Reference # C10-06-0013 \\vhb\proj\LongIs1cnd\29305.00 Heritage Cutchogue\cad\ld\Plonset\6-29305,00-UT-SCDHS.dwg E 0 SYSTEM A-8 SAN LP A-8 10VF H.A. A-8.1 R=31.00 100 1 > 1. 1901.44' 26.30 _75) i= %NNGS= 0� -31.50 H.A. D-6 (DEED) 26.22 (OUT) 1H.A A-8.2 R--32.75 1904.80' (ACTUAL) R=31 .50 I_26.00 I=25.92 �IN SAN. MH !1 26.30 (0 IR=31.50 26.22 T 27.00 SYSTEM SYSTEM D-6 SAN LP D-6 7VF Ln, SYSTEM B-4 SAN LP B-6 lo VF -]SAN. MH R=29.00 160 r IR--31.50 -4 R=32.00 10,0 27.75 I=25.75 IN H.A. B JSAN LP B-4 I 0VF1 N, 11 27.00R--31.6 0 IR=30.25 6��20 0 IN 10,0 N. M H =26.3 (IN) GS= 1/ _F�J; " I I- - LT% .5 H.A. B-6 _,0 I=26.2 0 BTM.RINGS= 16.00 Oa R=32.50 JJrfrff`r< I=27. I=27.32 8 SAN. MH �X/ 30 2, P Engineering, Surveying & 32 LF Lan scape Architecture, PC 33 LF �_S �2 N 23 LF -3 32 14 LP SAN. MH H.A. B 100 Motor Parkway R=31.50 -E- 41§ 04 L • _L�F 1=25.90 IN N i-2s:sa IN I=25.82 Suite 135 DO co STEM B-3 SAN. INV I SAN. INV @SAN LP B 310 Hauppauge, NY 11788 BLDG -�77 /�SAN. -INV BLDG. = 30-00 BLDG. 30-bu J1.10 3110 BLD 5.50 '31.20 631.787.3400 NV 30.0 15 14 r,3'� 1 11'� C() IN BLDG.,= 12 of 1 1� W-Do 0 16 90 BLD C B .1 1) SAIV, SAN. INV 0 "' �V ��V --fu 19 A B, - 3 BLOG 3013p 4 ;AN. MH '9 o SAN. INV q) qB1 '30.10 rvi BLDG 18 17 . ..... rri EN EN H.A. D-2A 29.80 rN R=33.00 I=27.75 IN E G =27.67 0 273.68' (DEED) 0 CTU� S37*04'40"E A AL 269.7r 7: ------ 4 Cn ON 1`12 Ln <11 32 00 > IS `HyU SYSTEM D-2A ------ 11- .1 - _ 0 N q 31 DRA E C: m 0 30 SAN LP D-2A 7 (NATURAL DEPRESSION) > r 9 R=31.70 ±86,525 CF 1 26.50 CAPACITY �28 R=33.00 BOT. EL. 23.00 27-- cw SYSTEM D-1 1 1=2870 HWL EL 29.90 C14 � =28. N3 M SAN LP D-11 7VF cl� IFO C) LO CN Il ca %P JOL29.00 V C-4 .......... .......... Lj- H.A. D-11 -2 7VF I / SAN LP D ...... R--31.20 R=32.50 2708 DRA S W co "1:27:00 1 0 CF OTM.RINGS CAPACITY BOT. EL. 27.00 z HWL EL. 30.00 % > _ IT EXTEND EXISTING WATER MAIN ON (10 SCHOOL HOUSE LANE AND CONNECT TO SITE (COORDINATE WITH SCWA) 32 & 537�04'40"E SAN. MI 95.00' F kA -1 1-1 7 om - PROPO EZM YS FING 1151 SAN LPOS INSTAL[ THRUST 30.75 H.A. BLOCKS ON ALL BENDS 1 Os30 26.25 INR=31.500 IN 1 WATER MAIN (TYP 31---------------------- 1-28.6 1-28..5 11 k D AN LPC-1 vo vi --------33 R=31.50 =32.50 10,4 V) Lf) 1-25 IN Cn Cn AN. I=28.25 =26., INGS= 16.2, Orw Ln Ln FOR WORK WITHIN THE RIGHTS OF WAY @ J \0 SEE OFF SITE IMPROVEMENT PLAN FOR oo SYSTEM C-2 DETAILS (SEE SHEET C-10). I-V3� A-3 -28 G. JM111 LF L11 30 82 R=34.50 10,0 31 29 > Ir ?0 @ > 30 N.A. L;-Z R=35.50 NO N3 . > SPS'Ou. -30 SA/V 68 R=33.00 @ > 11311 SA SAN. M C) 33 NV 00 R=33.00 M -L)C. V 67 rrI INV =29 SAN INV 5 H.A.RO'0_ BLDG. co 33- \31 i BINE H.A _'-1 A I IZ IN'4 @ / \ NO ,431.05 IR 3i00 -2 SYSTEM' 890 Y CZ T P7 FIR82 (OT 3 A. B-16 .. .... AN. SAN VF 10,0 275 3 31 0 11=27.50 '11'==27* (A SAN. MH 1=27.90 NO ------ V SYSTEM 8 IR--33.00 STEM B-17 31 SYSTE 18 BTM.RIN SAN LP 6• -1610\�I V=29.00 _J SAN LP B-17 SAN LP B-181ow U/ )0 104 10'0 R=30.00 r-0 R= R=31.50 H.A. A-1.2 400.00' 31.5 - 27.30 N37'13'30"W 7.00 IN I=24.62 R=32.50 COWMM OF ME&TH SEM 2 .RINGti-_ 77 1=28.08 IN I=28.00 0 SUFFOLK APPRCVeD SYSTEM A-2 OUIN T 7'_ 77 AN LP A-2 20VF 34.00 10,0 1 e Crossing WNG:ft Water/Drainage Table OF 7 FORSPECtALCON =28.50 SFEE DPJ SAN. MH 01 TM.RINGS= 8. AR=30.90 Crossing Drainage Water Separation I H.A. A- SAN. MH \-\•- 4 26.90 -2.2 R=32,20 RE\rlEVVER'S INITIALS- R=33.50 A. A-2.1 I Top Bottom Top Bottom I=28.90 k(I N R=35.00 SAN. M 28.5 T 32 I=2 T I=30.45 IN R=35.00 8 29.49 27.99 26.25 25.50 1.74 I=30.37 1 31.00 S STEM C-10 SA H 50 LF SAN LP 10 VF 9 29.10 27.60 25.86 25.11 1.74 01 R=32.00 10,0 1.74 60 LF T_ 10 29.59 28.09 26.35 25.60-q 5t7 A% 0 V;�- �,4, (��V- S. q0 ie / 40 8=28.i0 IN*7 /0' 1 29.09 27.59 25.85 25.10 1.74 34 1.74 • G. 33.80 SAN. IN 3 0 13 27.17 25.61 23.93 23.18 1.74 BLDG. 33.80 .(' SAN. INV @ 86 C-10 14 27.07 25.57 23.83 23.08 1.74 r BLDG. 32.30 R=33.00 SAN. INV 0 , A eq I=28.60 26.87 25.37 23.63 22.88 1.74 .75 BLDG. = 32.3087 1 (1 /011 1 28.52 (OT is A e- 16 26.25 24.75 23.01 22.26 1.74 88 C!" 17 26.05 24.55 22.81 22.06 1.74 8) �A /0;1 cy ZN P. > 28 25.95 24.45 22.71 21.96 1.74 28A 25.75 24.25 22.51 21.76 1.74 35 _-35 29 18.22 16.72 14.98 14.23 1.74 34 33 Harvest Pointe at Cutchogue 10"W SAN. MH (D A Ix R=33.00 A-- V" 1 29.00 Q_ 0 Cutchogue, New York Town of Southold 32 No. Revision Date Appvd. > H 14 DHS COMMENTS 8/23/17 AVL yn SAN. M 13 TOWN/SCDHS REVISIONS 7/28/17 AVL R=33.00 116 118 I=29.00 0 12 TOWN REVISIONS 6/14/17 AVL A DRA D 0 A ±34,000 CF 10 11 SCDH REVISIONS 4/22/17 AVL T" 119 A CAPACITY SAN. INV @ ro SAN. INV Z BOT. EL. 29.00 LO o BLDG. 30 SAN. INV' BLDG. HWL EL. 31.00 V) Y'Irs 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL BLDG. 33.00 SAN. INV @ H.A. C-9 SCDn Approval SAN. INV BLDG. = 3.60 r • R--32.90 CD 9 TOWN REVISIONS 3/27/17 AVL 0 0 BQG, := 33.60 60 IN M -52'SYSTEM C-8 34 28.52 Designed by Checked by to VF SY TE C-9 SAN LP 0 C,4 R=31.00 10,0 I SAN. MH SAN LP C-910 35LF SAN. MH 0 LF - 42 R=34.50 R=33.90 10*0 Issued for Date :3 40_[F_- BTM.RINUS= 1b.25 S 1 30.00 I=27 IN 0� R 33.00 H. A-7.2 44 t,,, :3 NI H.A. A-7.1 BTM.RINGS= 17.9b I=29.00 R=33.20 N, R=35.00 July 10, 2015 < 28.50 IN I=28.32 0 111 28.42 (01�1 T -,-"-EXPANSION PO L N, U) TYPICAL) C 2 33 SCTM: 1000-102-01-33.3 _0 a) MP JET— 3: IMP 45 (IN) 1=26 _0 H.A. C-8 V, .............. R=30.90 -7 10- 1 S STEM A SAN LP 0 1-26.37 OU A-720 VF R=33.90 1 04 a_ cl�? fTl I=27.95 -SETBACK 5 Gc,= 7. TM RINIr 100' PRIVATE WELL 150' PRIVATE WELL SETBACK > SETBACK D 4 7• . A V V-V 0 2009.51' (DEED) '(ACTUAL)' (D 2009.22 Drawing Number L0 Q:i or- NE OR 0 V 0 �0 m494 Itt "It PRIVATE WELL U) :3 LU Sheet of 40 0 40 80 (P� I ' I fi 13 28 0,961AZ V) OPESS10\4 SCALE IN FEET �O�O r f 150' PRIVATE WELL SETBACK Project Number 29305.00 Cn SCDHS Reference # C10-06-0013 r P:\29305.00 Heritage Cutchogue\cad\Id\Planset\6-29305.00_UT-SCDHS.dwg O V House Connection Chart House Connection Chart House Connection Chart Sanitary Calculation Summary s House Number Inv. @Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @Main House Number Inv. @Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @Main House Number Inv. @Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @Main > Population Density Equivalent Estimate HC 1 33.45 35.45 33.39 24.00 16.96% 29.32 HC 21 31.90 33.90 31.84 22.00 12.91% 29.00 HC 62 31.25 33.25 31.19 26.00 7.27% 29.30 PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV HC 2 33.45 35.45 33.39 20.50 10.10% 31.32 HC 22 31.90 33.90 31.84 18.50 15.35% 29.00 HC 63 31.90 33.90 31.84 23.00 10.35% 29.46 e ° HC 23 31.14 33.14 31.08 21.00 13.71% 28.20 HC 64 31.90 33.90 31.84 21.00 16.19% 28.44 ALLOWABLE DENSITY = 600 GPD / 40,000 SF HC 3 32.57 34.57 32.51 29.00 11.00% 29.32 I SITE AREA/ GROSS LAND AREA: 2,003,582 SF o HC 24 31.14 33.14 31.08 23.50 12.89% 28.05 0 HC4 32.57 34.57 32.51 20.00 15.20% 29.47 HC 65 31.90 33.90 31.84 22.50 14.67/0 28.54 POPULATION DENSITY EQUIVALENT = 600 GPD/40,000 SF x (.75 * 2,003,582) SF = 22,540.30 GPD HC 5 31.40 33.40 31.34 31.50 6.41% 29.32 HC 25 30.60 32.60 30.54 24.00 11.33% 27.82 HC 66 31.90 33.90 31.84 27.50 12.51% 28.40 (ALLOWABLE) HC 26 30.60 32.60 30.54 21.50 11.95% 27.97 HC 6 31.40 33.40 31.34 28.00 6.68% 29.47 ° HC 89 29.75 31.75 29.69 23.00 11.57% 27.03 ~:I HC 27 30.95 32.95 30.89 18.00 12.61/0 28.62 " ' Overall Design Sewage Density/Flow HC 7 30.40 32.40 30.34 24.50 15.76% 26.48 HC 28 30.95 32.95 30.89 20.00 12.10% 28.47 HC 90 29.75 31.75 29.69 18.00 15.94% 26.82 PROPOSED STRUCTURE USE: PRC UNIT BETWEEN 600-1600 SF GFA = 150 GPD/UNIT HC 8 30.40 32.40 30.34 30.00 12.40% 26.62 HC 29 32.70 34.70 32.64 30.60 14.93% 28.07 HC 91 29.35 31.35 29.29 17.00 12.76% 27.12 PRC UNIT BETWEEN 1600-2000 SF GFA = 225 GPD/UNIT HC 9 30.40 32.40 30.34 36.00 10.47% 26.57 HC 30 32.70 34.70 32.64 34.00 13.06% 28.20 HC 92 29.35 31.35 29.29 22.00 8.91% 27.33 DESIGN DENSITY: 52 (2,000 SF CONDO UNITS) ® 225 GPD/UNIT = 11,700 GPD HC 10 30.40 32.40 30.34 26.50 10.83% 27.47 HC 31 32.40 34.40 32.34 34.00 9.85% 28.99 HC 93 32.39 34.39 32.33 21.00 12.33% 29.74 _ 72 (1,600 SF CONDO UNITS) 150 GPD/UNIT = 10,800 GPD HC 11 31.10 33.10 31.04 36.00 7.56% 28.32 HC 32 32.40 34.40 32.34 21.00 22.86% 27.54 HC 94 32.39 34.39 32.33 26.00 10.77% 29.53 Station < Engineering, Surveying & CD _.._..........._._.. ° o .� TOTAL PROPOSED DENSITY: 22,500 GPD HC 12 31.10 33.10 31.04 38.00 6.76/° 28.47 HC 33 31.20 33.20 31.14 29.00 9.72/0 28.32 HC 95 33.53 35.53 33.47 12.50 17.68% 31.26 40 °� _ _N _..____.._ ____ _ z ^ .� Landscape Architecture, PC HC 13 30.80 32.80 30.74 29.00 14.55% 26.52 HC 34 31.20 33.20 31.14 30.50 8.75% 28.47 0 r ~ ___ _ � � o I 22,500.00 GPD < 22,540.30 GPD (ALLOWABLE) o.k. HC 96 33.53 35.53 33.47 10.00 20.10% 31.46 UJ 0 0 z f o o ,n _ z M o z 100 Motor Parkway HC 14 30.80 32.80 30.74 26.00 15.27% 26.77 HC 35 31.60 33.60 31.54 30.50 7.05% 29.39 ° Jo o zo € o Z ^? F ( rn ^rn Z ! v r7 N COMMUNITY CENTER DENSITY: ° HC 97 33.20 35.20 33.14 14.00 17.57/0 30.68 M N ~ = Z (( --...- . - ----- - w - -z r\ II II Suite 135 ° HC 36 31.60 33.60 31.54 28.70 7.94/0 = M - O ._....._.., . . ._.._...__..'..._............_.i___._.___....;.__._..._ ...0 pMj N^ O 0 0 N t U `' HC 15 30.00 32.00 29.94 29.00 8.52/° 29.26 z v W CN 2747 HC 37 32.40 34.40 32.34 25.00 15.88/0 28.37 HC 98 33.20 35.20 33.14 20.00 11.40% 30.86 II II z�� z �' o o N z II II II q LO 00 °O z " o a < M> SHOWERS: 73 OCCUPANTS X 5 GPD = 365 GPD HC 16 30.00 32.00 29.94 26.50 9.51% ° z a o a; "' ! < `r' N N o °' o' N ? Hauppauge, NY 11788 27.42 HC 99 33.20 35.20 33.14 26.00 10.27% 30.47 z -z o N �' N �' rri c6 c6 ¢ z o u u € " `" LJ BAR ROOM: 73 OCCUPANTS X 2.5 GPD = 185 GPD HC 38 32.40 34.40 32.34 22.00 11.27% 29.86 < o-- U w < N N J -m II w II 63 TOTAL = 550 GPD HC 17 30.10 32.10 30.04 44.50 7.69% 26.62 _ 1.787.3400 ......._.._....� �............� I I. ...... ..........3. � > > in � HC 39 32.30 34.30 32.24 26.00 14.00% 28.60 HC 100 33.20 35.20 33.14 21.00 13.52% 30.30 "' II II II I Z Z > o > HC 18 30.10 32.10 30.04 41.70 8.56% 26.47 =' € o ' z z HC 40 32.30 34.30 32.24 22.50 16.93% 28.43 HC 101 30.94 32.94 30.88 14.00 12.71% 29.10 o PO p GRAD i 1/ 11 HC 19 31.20 33.20 31.14 19.00 24.68% 27.97 Sanitary system A HC 41 31.90 33.90 31.84 25.50 9.29% 29.47 1 HC 102 30.94 32.94 30.88 1 10.00 15.90% 29.29 0 -- - HC 20 31.20 33.20 31.14 22.00 20.41% 28.17 HC 42 31.90 33.90 31.84 23.00 10.74% 29.37 0 I HC 65 31.90 33.90 31.84 27.50 12.00% 28.54 ° HC 103 31.98 33.98 31.92 15.50 20.84/° 28.69 GR - _ - HC 43 31.98 33.98 31.92 26.50 14.34/0 28.12 0 1 EXISTING GRADE (4)- 2,000 SF UNITS HC 104 31.98 33.98 31.92 20.50 14.83/0 28.88 -- - - - -- = - - ?._...._.......... DESIGN DENSITY: 4 (2,000 SF CONDO UNITS) ® 225 GPD/UNIT = 900 GPD HC 66 31.90 33.90 31.84 15.00 22.93% 28.40 HC 44 31.98 33.98 31.92 26.00 9.69% 29.40 HC 67 31.05 33.05 30.99 24.00 5.92% 29.57 HC 45 32.50 34.50 32.44 26.00 15.27% 28.47 HC 105 33.85 35.85 33.79 17.00 15.00% 31.24 t S ° o HC 106 33.85 35.85 33.79 12.00 19.42% 31.46 k( Hydro Action Units HC 68 31.05 33.05 30.99 24.00 6.54/° 29.42 HC 46 32.50 34.50 32.44 23.50 25.83/0 26.37 I I HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. HC 69 30.09 32.09 30.03 33.00 4.88% 28.42 HC 47 31.18 33.18 31.12 28.60 6.29% 29.32 HC 1107 32.85 34.85 32.79 19.00 12.37% 30.44 3 € F USE TWO (2) HYDRO ACTION UNITS. HC 70 30.09 32.09 30.03 33.50 10.63% 26.47 HC 48 31.18 33.18 31.12 25.50 6.67% 29.42 HC 1108 32.85 34.85 32.79 14.00 18.36% 30.22 40 LF 6 SEVER MAIN LINE ® 2'8% ° HC 49 31.02 33.02 30.96 23.00 8.74/° 28.95 HC 1109 32.88 34.88 32.82 16.00 16.25/0 0 1 6" SEWER MAIN LINE @ 2q ...•..-. _........ ....._.._._6_DR-18 PVC @ 1.1% 6 DR-18 PVC @_1.8% " T(PICAL) Sanitary Leaching Pool Design HC 71 30.09 32.09 30.03 21.00 13.62/° 27.17 30.22 (1% MIN. TYPICAL ° 1 (1% MIN.) ° (1% MIN.) ° HC 72 30.09 32.09 30.03 30.00 9.10% 27.30 HC 50 31.02 33.02 30.96 21.00 10.19% 28.82 HC 1110 32.88 34.88 32.82 21.00 11.38% 30.43 j ) I REQUIRED: 900 GPD / 1.5 GPD/SF = 600 SF HC 51 32.05 34.05 31.99 37.50 11.15% 27.81 0 a) PTH = 31.4 SF FT x 20 VF - 628 SF HC 73 29.80 31.80 29.74 29.00 8.24% 27.35 HC 111 30.75 32.75 30.69 17.00 14.41/0 28.24 W l PROVIDED: (1) 10 FT DIAMETER x 20 EFFECTIVE DE / - HC 52 32.05 34.05 31.99 24.00 9.25% 29.77 ° _. € HC 74 29.80 31.80 29.74 32.00 7.97% 27.19 HC 1112 30.75 32.75 30.69 12.00 18.67/0 28.45 HC 53 33.05 35.05 32.99 19.00 11.53% 30.80 HC 75 30.33 32.33 30.27 26.00 9.77% 27.73 ° HC 1113 28.90 30.90 28.84 15.00 17.67% 26.19 Sang System ttU11 HC 54 34.05 36.05 33.99 22.00 13.82/° 30.95 HC 1114 28.90 30.90 28.84 10.00 24.40% 26.40 Lary y 17 HC 76 30.33 32.33 30.27 29.00 7.90% 27.98 0 HC 55 33.61 35.61 33.55 19.00 12.05% 31.26 - HC X115 30.30 32.30 30,24 22.00 14.32% 27.09 1 HC 77 32.05 34.05 31.99 14.00 18.36% 29.42 HC 56 33.61 35.61 33.55 30.00 7.03% 31.44 I (3)- 1,600 SF UNITS HC 78 32.05 34.05 31.99 19.00 14.68% 29.20 ° HC 57 33.96 35.96 33.90 29.00 10.69% 30.80 HC 1116 30.30 32.30 30.24 26.80 10.97/0 27.30 - - -- --- � --- - - - DESIGN DENSITY: 3 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 450 GPD 1 HC 79 34.40 36.40 34.34 20.50 28.88% 28.42 HC 58 33.96 35.96 33.90 24.60 11.95% 30.96 CLUBHOUSE 30.45 32.45 30.39 21.00 8.90% 28.52 HC 80 34.40 36.40 34.34 16.00 38.38% 28.20 HC 59 31.00 33.00 30.94 21.50 10.23% 28.74 i E [ E E Hydro Action Units HC 81 32.10 34.10 32.04 23.50 9.02% 29.92 HC 60 31.00 33.00 30.94 25.50 8.12% 28.87 20 ( I BOTTOM ELEV. _, 7.95 . HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. HC 82 32.10 34.10 32.04 19.00 12.21% 29.72 HC 61 31.25 33.25 31.19 19.00 9.11% 29.46 , USE ONE (1) HYDRO ACTION UNITS. - - - I E I HC 83 31.90 33.90 31.84 20.00 15.55% 28.73 1 Santa Leaching Pool Design I I ly HC 84 31.90 33.90 31.84 25.00 11.52% 28.96 REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF HC 85 33.80 35.80 33.74 23.00 9.78% 31.49 ! _...,__.-_ .-.. .. .• __..,... I _ .-_...,._ _. ._...,....._, � ....... ,,... .;....... .. .,,,..,. ._..,,.,-..-....._, ,_. _ ......E ' PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF HC 86 33.80 35.80 33.74 18.00 13.67% 31.28 15 HC 87 32.30 34.30 32.24 22.00 11.41% 29.73 San�t<�ry System t1C1t HC 88 32.30 34.30 32.24 26.70 8.65% 29.93 �i �/ HC 117 33.00 35.00 32.94 18.00 19.83% 29.37 0+00 1+00 + (2)- 2,000 SF UNITS HC 118 33.00 35.00 32.94 25.00 15.16% 29.15 DESIGN DENSITY: 2 (2,000 SF CONDO UNITS) @ 225 GPD/UNIT = 450 GPD HC 119 33.60 35.60 33.54 13.00 32.77% 29.28 Station - HC 120 33.60 35.60 33.54 15.00 20.47% 30.47 Typical A Unit System (Ex. Units 117 120) Hydro Action Units HC 121 31.90 33.90 31.84 19.00 13.74% 29.23 SCALE Horizontal:1"=20' Vertical:1"=5' HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. HC 122 31.90 33.90 31.84 13.00 18.38% 29.45 NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS USE ONE (1) HYDRO ACTION UNITS. HC 123 32.25 34.25 32.19 19.00 15.63% 29.22 Sanitary Leaching Pool Design HC 124 32.25 34.25 32.19 24.00 11.54% 29.42 REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF Sanitary System t/Dtt (2)- 1,600 SF UNITS DESIGN DENSITY: 2 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 300 GPD Station_ N Hydro Action Units HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. 40 �--)W o USE ONE (1) HYDRO ACTION UNITS. _^ ^ woo w c� �CA Z z � Z O EJ • pe) Z Sanitary Leaching Pool Design U N Oo0N �C7; 01 � 00 II II w II v Forte NNS REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF Z �Z � > > < po Coo 2 II II PROVIDED: (1) 10 FT DIAMETER x 7' EFFECTIVE DEPTH = 31.4 SF/FT x 7 VF = 219 SF p N �-.. .� z.._, o z.. `..per II II II ..._.�Q M r M > > J Z M Cmlriilnl Center sariitaj'� System Water Service/ Roof Drainage Crossing Table Water Service/ Roof Drainage Crossing Table o _✓ y Unit Drainage Water Separation Unit Drainage Water Separation DESIGN DENSITY: 300 GPD Top Bottom Top Bottom Top Bottom Top Bottom PROPOSED GRAD r cwt` NOTE: SYSTEM TO BE DESIGNED FOR 300 GPD FLOW 1 32.45 31.90 30.40 30.29 1.50 52 30.02 29.47 27.97 27.86 1.50Cn 2 32.45 31.90 30.40 30.29 1.50 53 31.25 30.70 29.20 29.09 1.50 o - ', 1L�'�t'� OF t�45alI.TH SEiV Hydro Action Units 3 31.57 31.02 29.52 29.41 1.50 54 31.25 30.70 29.20 29.09 1.50 PP .41 1.50 55 32.20 31.65 30.15 30.04 1.50 � 3 �� 1.57 31.02 29.52 29 N LF -_ HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. 4 3IIjC�Iti(JMgER; X10 - O� _ p� t3 USE ONE (1) HYDRO ACTION UNITS. 5 30.40 29.85 28.35 28.24 1.50 56 32.20 31.65 30.15 30.04 1.50 W 6" SEWER MAIN LINE @ 1q . 2 30.75 30.64 1.50 (1% MIN. TYPICAL i DRA�MIHG#_I_OF, FOR SPECIALCO;�bCT'7}: Sanitary Leaching Pool Design 6 30.40 29.85 28.35 28.24 1.50 57 32.80 32. 5 REQUIRED: 550 GPD / 1.5 GPD/SF = 367 SF 7 29.40 28.85 27.35 27.24 1.50 58 32.80 32.25 30.75 30.64 1.50 GRAS INITIAL$: PROVIDED: (1) 10 FT DIAMETER x 12' EFFECTIVE DEPTH = 31.4 SF/FT x 12 VF = 376.8 SF 8 29.40 28.85 27.35 27.24 1.50 59 30.00 29.45 27.95 27.84 1.50 _..__._.._.._ j/...,,_ , . ., _. 9 29.40 2s.8s 27.3s 27.24 1.so 60 30.00 29.45 27.95 27.84 1.50 Water Service/ Roof Drainage Crossing Table 10 LF" ' Grease Trap Design 10 29.40 28.85 27.35 27.24 1.50 61 30.25 29.70 28.20 28.09 1.50 Unit Drainage Water Separation 6" DR-18 PVC @ 1.2%- PROVIDE .2%PROVIDE CAPACITY FOR 1 DAY FLOW OR 550 GPD. 11 29.50 28.95 27.45 27.34 1.50 62 30.25 29.70 28.20 28.09 1.50 Top Bottom Top Bottom USE MINIMUM 1,500 GALLON GREASE TRAP (80 W/5' EFFECTIVE DEPTH) (1% MIN.) 12 29.50 28.95 27.45 27.34 1.50 109 31.88 31.33 29.83 29.72 1.50 OTTOM ELEV. = 18.50 63 30.90 30.35 28.85 28.74 1.50 13 29.80 29.25 27.75 27.64 1.50 64 30.90 30.35 28.85 28.74 1.50 110 31.88 31.33 29.83 29.72 1.50 - - -----_ --- --, --- . .- NOTE: CLUBHOUSE BUILDING IS TO BE USED BY RESIDENTS ONLY.SANITARY CALCULATIONS ARE INDICATED 14 29.80 29.25 27.75 27.64 1.50 65 30.35 29.80 28.30 28.19 1.50 111 29.75 29.20 27.70 27.59 1.50 i AND DOES NOT AFFECT THE 1.50 1 FOR DESIGN PURPOSES TO SIZE THE PROPOSED SANITARY SYSTEM 15 29.00 28.45 26.95 26.84 66 30.35 29.80 28.30 28.19 1.50 112 29.75 29.20 27.70 27.59 1.50 20 PROPOSED DENSITY. 16 29.00 28.45 26.95 26.84 1.50 67 29.29 28.74 27.24 27.13 1.50 113 27.90 27.35 25.85 25.74 1.50 17 29.10 28.55 27.05 26.94 1.50 68 29.29 28.74 27.24 27.13 1.50 114 27.90 27.35 25.85 25.74 1.50 18 29.10 28.55 27.05 26.94 1.50 69 28.30 27.75 26.25 26.14 1.50 115 29.30 28.75 27.25 27.14 1.50 0+00 0+52 19 29.20 28.65 27.15 27.04 1.50 70 28.30 27.75 26.25 26.14 1.50 116 29.30 28.75 27.25 27.14 1.50 Station 20 29.20 28.65 27.15 27.04 1.50 71 28.10 27.55 26.05 25.94 1.50 117 32.00 31.45 29.95 29.84 1.50 Typical B Unit System (Ex. Units 3-4) 21 30.00 29.45 27.95 27.84 1.50 72 28.10 27.55 26.05 25.94 1.50 118 32.00 31.45 29.95 29.84 1.50 SCALE Horizon tal:)"=20' Verticol:l"=5' 22 30.00 29.45 27.95 27.84 1.50 73 28.20 27.65 26.15 26.04 1.50 119 32.60 32.05 30.55 30.44 1.50 NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS 23 30.14 29.59 28.09 27.98 1.50 74 28.20 27.65 26.15 26.04 1.50 120 30.90 30.35 28.85 28.74 1.50 HarvestPointe at 24 30.14 29.59 28.09 27.98 1.50 75 28.80 28.25 26.75 26.64 1.50 25 29.60 29.05 27.55 27.44 1.50 76 28.80 28.25 26.75 26.64 1.50 121 30.90 30.35 28.85 28.74 1.50 122 30.90 30.35 28.85 28.74 1.50 C u tc h o g u e 26 29.60 29.05 27.55 27.44 1.50 77 31.05 30.50 29.00 28.89 1.50 27 29.95 29.40 27.90 27.79 1.50 124 31.25 30.70 29.20 29.09 1.50 78 31.05 30.50 29.00 28.89 1.50 NOTE Cutchogue, New York 28 29.95 29.40 27.90 27.79 1.50 79 33.40 32.85 31.35 31.24 1.50 1. UNITS 95,97,102-105,&123 DO NOT HAVE WATER SERVICE AND ROOF DRAINAGE SERVICE CROSSINGS 29 31.70 31.15 29.65 29.54 1.50 2. ALL WATER SERVICE AND ROOF DRAINAGE CROSSING ARE DESIGNATED BY UNIT NUMBER NOT Town Of Southold 0 30 31.70 31.15 29.65 29.54 1.50 80 33.40 32.85 31.35 31.24 1.50 CROSSING NUMBERS. � 81 31.10 30.55 29.05 28.94 1.50 No. Revision Date Appvd. ° 31 31.40 30.85 29.35 29.24 1.50 82 31.10 30.55 29.05 28.94 1.50 14 DHS COMMENTS 8/23/17 AVL 0 32 31.40 30.85 29.35 29.24 1.50 83 30.90 30.35 28.85 28.74 1.50 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 0 33 30.20 29.65 28.15 28.04 1.50 84 30.90 30.35 28.85 28.74 1.50 12 TOWN REVISIONS 6/14/17 AVL 34 30.20 29.65 28.15 28.04 1.50 85 32.80 32.25 30.75 30.64 1.50 11 SCDH REVISIONS 4/22/17 AVL r 35 30.60 30.05 28.55 28.44 1.50 86 32.80 32.25 30.75 30.64 1.50 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 36 30.60 30.05 28.55 28.44 1.50 87 31.30 30.75 29.25 29.14 1.50 9 TOWN REVISIONS 3/27/17 AVL 37 31.20 30.65 29.15 29.04 1.50 88 31.30 30.75 29.25 29.14 1.50 r` 38 31.20 30.65 29.15 29.04 1.50 89 28.75 28.20 26.70 26.59 1.50 S C D H S Approval Designed by Checked by 0 39 31.30 30.75 29.25 29.14 1.50 90 28.10 27.55 26.05 25.94 1.50 Issued for Date N 40 31.30 30.75 29.25 29.14 1.50 91 28.35 27.80 26.30 26.19 1.50 July 10, 2015 41 30.90 30.35 28.85 28.74 1.50 92 28.35 27.80 26.30 26.19 1.50 0 42 30.90 30.35 28.85 28.74 1.50 93 31.39 30.84 29.34 29.23 1.50 43 30.98 30.43 28.93 28.82 1.50 94 31.39 30.84 29.34 29.23 1.50 SCTM: 1000-102-01-33.3 44 30.98 30.43 28.93 28.82 1.50 96 32.53 31.98 30.48 30.37 1.50 45 31.05 30.50 29.00 28.89 1.50 s 98 32.20 31.65 30.15 30.04 1.50 46 31.05 30.50 29.00 28.89 1.50 99 32.20 31.65 30.15 30.04 1.50 47 30.02 29.47 27.97 27.86 1.50 100 32.20 31.65 30.15 30.04 1.50MOM f 0 48 30.02 29.47 27.97 27.86 1.50 0 101 29.94 29.39 27.89 27.78 1.50 z 49 30.02 29.47 27.97 27.86 1.50 106 32.85 32.30 30.80 30.69 1.50 - 50 30.02 29.47 27.97 27.86 1.50 107 31.85 31.30 29.80 29.69 1.50 51 30.02 29.47 27.97 27.86 1.50 108 31.85 31.30 29.80 29.69 1.50 00 Drawing Number r7 CN 0F NEW Y V. O o c7 �� Gj, 'A,1 Lm495 moo elf N i[i-#�-44 W I LU Sheet of L I ��n j�'! CoA oss„e �� 14 28 DUs R0 ESSIQNP s � ! SEP Q 8 2017 I V) 1 { Project Number 0 So:,tnci�T;o;Vn 29305.00 a .annlrrl Coara S DHS Reference # C10-06-0013 E P:\29305.00 Heritage Cutchogue\cad\Id\Planset\8_29305.00_DT.dwg W Jd s Table Of Dimensions BENDS B C D E F BENDS B C D E F / 3 - 6" 11 1/4' 8" 15" 12" 24" 12" 6" 45' 8" 30" 12" 24" 14" ' 6" 22 1/2' •• 19" •• •• 13" 6" 90' " 30" " " 27" 8" 11 1/4' 20" •• •• 12" 8" 45' ., 30" 24" 8" 22 1/2' " 22" •• •• 17" 8" 90' ., 38" 36" PAVED AREA 12" 11 1/4- 30" •• •• 15" 12" 45' 40" 40" SEE APPLICABLE 12" 22 1/2-1 35" 25" 12" 90' " 60" 52" Engineering, Surveying & PAVEMENT SECTION LANDSCAPED AREA Bends Cr�� Landscape Architecture, PC E COMMON FILL/ 100 Motor Parkway COMPACTED GRANULAR FILL ORDINARY BORROW 1 B °° C D ° ° :IF Suite 135 / Hauppauge, NY 11788 FINISHED GRADE SAWCUT ° • /r/``/\/r,/r/�' :1T1=1 11=1 I 1=1 I�T�=1 VALVE BOX COVER i\ �_ � 631.787.3400 UTILITY PIPE W '\;/\\\ 0 0 00 Od o \: UNDISTURBED � �//` o /\//�/ DEPTH AND SURFACE PER PLAN OR AS Q %/``` /\`� TREATMENT VARIES SOIL > ?�i�� °° ° ° //ice/ Plan Section 1-1 DETERMINED BY ENGINEER 1-1/4" X STEEL / �b °005 STRAP SHAPED TO \�/�\ 5 ° ° ° ° /�\�' VALVE TEES Of Dimensions VALVEI J TEES G H I J POLYETHYLENE WATER PIPE //\\ ° 0 e o ° ° /j\�� ADJUSTABLE CURB BOX FILM WARNING TAPE 6"x 6"x 6" 12" 24" 24" 18" 12"x 12"x 6" 12" 24" 24" 18" 6 O BINGHAM & TAYLOR FIG. No. Z ° °° °; " " •• ao - / / to 4901 BUFFALO TYIPE, //\ o ° 00°� 00 0 0 / " „ 8"x 8"'x 6" 12"x 12"x 8" 24" �? COMPLETE OR APPROVED ° x o N �// o 0 o O ° //� > 8"x 8"x 8'" 24" 12"x 12"x 12" .3 36"' 1" WATER SERVICE EQUAL ° //\` °o o°O° /\` a• PIPE (PVC) CURB STOP MUELLER H-15204 o ¢ o `//j Q Q° ° o°°°O o° Tees I ° ° a \\ °° O /`\� o a OR APPROVED EQUAL4. `r' 0O m a O o ° °°° \\ \j' " DIA. BAR TOP 3" ° • G ° a o \// o° ° ° ° THREADED ° // o°O _° �_ HAND TAMPED HAUNCHING 2 G ° '% /2 H /\ J • ° ° ° ° ° ° \\\ O r\j a /% ° • m o °° Q COMPACTED BEDDING \\ \ / 45' ELBOWS 1 • -� CONCRETE ANCHOR 3 z \\`�//\\j/%/ii\%i\!/%�� X BLOCK (MIN.) COMPACTED UNDISTURBED Note: SUBGRADE Plan OIL Section 2-2 CORPORATION STOP MUELLER WATER MAIN DROP CROSSING LOCATIONS TO BE DETERMINED IN H-15000 OR APPROVED EQUAL FIELD BY ENGINEER. WITH APAC FULL BODY NOTES Notes: SUPPORT INSERT SERVICE 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH SADDLE/107 DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE VALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR WATER MAIN SPECIAL SECTION REQUIREMENTS. TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. Note: 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND 1. ALL WATER LINES SHALL BE INSTALLED FITTING. AT THE LINES AND GRADES SHOWN ON 3. CONCRETE SHALL BE 3000 PSI-TYPE I. THE PLANS. Water Service Detail Valve Anchor Detail 11/15 Water Main Drop Crossing Detail Utility Trench 1/16 Concrete Thrust Block 10/10 N.T.S. N.T.S. VHB N.T.S. N.T.S. Source:VHB LD 300 N.T.S. Source: VHB LD-260 7'-0" 4'-5" 30" x 36" OPENING IN BILCO DOOR SHOWN MUNICIPAL STANDARD HYDRANT TOP SECTION (LOOKING CONCRETE COLLAR IN OPEN POSITION HINGE STEPS DOWN & SHOWING STEPS) TO BE POURED WITH (Q3-AL OR EQUIV.) CONCRETE COLLAR PUMPER CONNECTION TO BE CENTERED IN 48" x TOP SLAB TO BE POURED TO FACE ROAD. 53" TOP CONCRETE SECTION ° WITH TOP SLAB FINISH O DOOR IN OPEN POSITION FINISHED GRADE GRADE (HINGED THIS SIDE) FACE OF -� DETAIL OF VALVE 2• CLEAR LU-1 � CURBING 3'\TYPICAL (SEE NOTE 2) �� BOX OPENING `OZ 10 tj Ir� , , _ OR TO MUNICIPAL STANDARD v �-� Cj ^ #3'S © 2'-0" O.C. - VERT. STEPS-\ GATE VALVE WITH 00 0 + ;: in>a #4'S ® 12" O.C. - HORIZ. O � ADJUSTABLE RISER, F- BOX AND COVER cV o j z (V ASF LT A51�l LT PAVEMENT o INLET SIDE o _ .. , R= .„ uEAAisitaG ��, WURING SURFACE a OUTLET SIDE + $tIFFACE StaRIACE E...... 1" CLEAR (MIN.) 00 €INISII FINISI# 2 .I M I 1 -2" SEE VAULT & BY-PASS M � PIPING NOTES 3,4,7 & 10 CPADE R-1" +GRADE LIFTING HANDLES 5 BARS 13" G.;►; . . # FOOTING 6" 0.C. COMPACTED // FOOTING ( ) BACKFILL BOTH WAYS 18" SQUARE -� WINDOW OPENING 7/8" ALUM. STEP-ALCOA #160276 6" COARSE GRAVEL FILL THRUST BLOCK - MIN. /i � \,\ BEARING 9 S.F., DO /�� Plan - Top Slabs (APPROX. 1" - 1 1/2" IN SIZE) � 9.. c1�W P.S.I. \\ o NOT BLOCK DRAIN. / Elevation Area Only Non-Traffic Area Only 0 28 DAYS i 6 DIA. PIPE \� TIDE •"A'° TYPE ,•8., �\ TEE \� Vault and By-Pass Piping Notes: A s � ° \\ s ViewedFrom Street COMKE,RCIAL CUF,B F.£.rIDEN=IAL CURB \\ r 6" co o� \� 1. VAULT, VAULT PIPING AND BY-PASS TO BE INSTALLED BY SITE WORK �\ \�20'(MIN.) CONTRACTOR AS SHOWN. (SEE TYPICAL VAULT AND BY-PASS PIPING.) SCDHS Approval . ASPHALT ASrHALT i`\° UNDISTURBED 2. ALL MECHANICAL JOINT BENDS AND FITTINGS MUST BE RETAINED WITH VEERING /\ \ RETAINING GLANDS THREADED RODDING AND SUFFICIENT BLOCKING. 10" TEE 6/1 VEARINC 6" %�` ° '°%'EARTH OR ' PROVIDE 10" SENSUS IPERL . FSUP.FACE St9PtACE /i\ o S\ 3. ALL PIPING MUST BE DUCTILE IRON CLASS 52 PIPING. (2 TYP.) \\ MECHANICAL ° ° COMPACTED METER PURCHASED FROM '/�\ JOINT (TYP) °° o� \\ 4. INLET AND OUTLET VALVES, PLUS PIPING BETWEEN VALVES, MUST EQUAL SIZE I- DIX HILLS WATER DISTRICT 2 tt-I„ ;�/� \ � �/\/�\\/\�\\ \ � , \/\/\/ g° o °$o ° ° �jEMBANKMENT OF METER. IF REDUCTION IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR w (W/ FLANGED CONNECTIONS) Com€ SUPPLYING ADEQUATE SPACE SAVER FLANGES TO ACCOMMODATE METER. S a CONCRETE 18"x18"x6" METER SIZE IS TO BE DETERMINED BY THE SUFFOLK COUNTY WATER Ln INLET SIDE „�„�,�, AUTHORITY. OUTLET SIDE THRUST BLOCK CONCRETE BASE SUFFOLK(?4 'tTY DEPWtV.,�i3'4r#r `' " 5. ALL VALVES TO OPEN COUNTERCLOCKWISE (RIGHT HANDED VALVES). `� .4 y, COMPACTED CRUSHED STONE 6. BY-PASS PIPING CAN BE ON EITHER SIDE OF VAULT DEPENDING ON FIELD P �LIED ' SUBGRADE (MIN. 14 C.Y.) d; . . CONDITIONS AND FIRE LINE LOCATION. 3 REFERENCE MUIMBER' GI a `" ��' - `� 7. INLET AND OUTLET VALVES TO BE IN LINE WITH EACH OTHER AND AT THE Notes: SAME ELEVATION AS WINDOWS IN VAULT. IN ADDITION, PIPING MUST BE Iti°* 1`000 P.S.I. 8" 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON CENTERED THROUGH EIGHTEEN (18") INCH SQUARE WINDOW. SEE 0� ' .. -- *� COttCFZT£ 8. FIRE LINE TO BE INSTALLED ON OPPOSITE SIDE OF METER BY VAULT BY-PASS. e 28 DAYS UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER ,I.ygE „C„ ,�pE ,.D„ ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS 9. AFTER INSTALLING PIPING THROUGH METER VAULT, THE CONTRACTOR IS 10" NRS GATE REy{E�R'Si�t�1�0.1S' MILE CUA; I EtYPE cLp� PROHIBIT THE USE OF THRUST BLOCKS. REQUIRED TO BRICK UP AND CEMENT BOTH WINDOWS OF VAULT. VALVE (3 TYP.) 9'-4" 10" 90' BEND 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR ;rrepared and Appraised Icy tI1I IlltG SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. Re traded Ily: Superintendent of XUtsurys t�MMER. �► A. RICHTER ��, � °� April 70. _ s93 3 '�-- " Hydrant Construction 6/08 Vault and By-Pass Piping System AR�3ITECT' RAY?94kd'D L. JllCt1D5 DATE 12 98 N.T.S. Source: VHB REV LD-250 N.T.S. Source: SCWA Notes: TYPE "C" MOUNTABLE CURB SHALL BE WITHIN THE TOWN OF SOUTHOLD FIGHTS OF WAY N OUTLET SIDE LINE VALVE Harvest Pointe at SLAM LOCK Cutc ogue F-- _ _ 8" MIN. HEAVY DUTY CHECK CHAIN INLET SIDE OUTLET SIDE ® ®® ® RED VINYL GRIP Cutchogue New York 0' MIN. IN REMOVABLE COVER PLUG Town of Southold RONT OF No. Revision Date Appvd. BILCO AUTOMATIC o HOLD OPEN ARM 14 DHS COMMENTS 8/23/17 AVL Q BILCO TYPE HATCH OR APPROVED 13 TOWN/SCDHS REVISIONS 7/28/17 AVL EQUAL (SEE BILCO DOOR DETAIL) BILCO 1/4- ALUMINUM CHANNEL REMOVABLE SQUARE KEY ° TYPICAL BYPASS SEE NOTE 11 FRAME W/ RECESSED ANCHORS WRENCH 12 TOWN REVISIONS 6/14/17 AVL o PLAN (SEE VAULT STEP DETAIL) J 11 SCDH REVISIONS 4/22/17 AVL FEBCO MODEL LF860 - 10" TEST COCK RPZ OR APPROVED EQUAL 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 00 (TYP. OF 4) WITH NRS GATE VALVES #5 BARS ® 12" O.C. o INSULATED DOODOUBLER NTH LEAF BILCO PAT ALUMINUM DIAMOND PATTERN PLATE COVER 9 TOWN REVISIONS 3/27/17 AVL AND SLAM LOCK OR APPROVED EQUAL (4) ADDITIONAL #5 BARS 1 8 DIA. NEOPRENE Designed by Checkedh 20' MINIMUM 8'x8'x4'-6" HIGH PRECAST RPZ Y N (SEE DETAIL BILCO DOOR DETAIL) MANHOLE MANUFACTURED BY LONG / BILCO HEAVY DUTY r` ISLAND PRECAST OR APPROVED EQUAL (TYP.) 4 SIDES CONTINUOUS BUMPER CONTINUOUS EKETPDM FORGED ALUMINUM OS&Y SHUT OFF VALVE (TYP OF 2) ALL AROUND DEBRIS GASKET HINGES W/ STAINLESS Issued for Date 5°-6" MIN. 5'-6" MIN. N TO METER TO TOE OF r,/\\i\``/``'\``/ /`\/�`\/``��`\/``\'/``%�`%``%``%` TOP SLAB DETAIL 4/07 ° STEEL PINS VAULT SLOPE '\\�� 12" j/\\\j/\/j\\\� SEE NOTE 5 a a �U�y 0, 2015 FURNISH AND INSTALL METER \/\\ \ (6" PVC MIN.) VAULT AS PER S.C.W.A. DT-201 /�/ N.T.S. Source: VHB LD- a ° SCTM: 1000-102-01-33.3 / PIPE STANTIONS Backflow Notes: TYP. 4'-6,. o � •`//\y/��//�//�y/�//�/ /,,`�i/�i/��i�\�i/�\, /,�,/i�\i/�\i�✓ ( ) 1/4- SUPPORT PLATE DRAIN MUST 1. THIS DEVICE MUST BE PROTECTED AGAINST FREEZING. WELDED TO FRAME 30" BE SCREENED 2, TEST COCKS MUST BE POSITIONED TO FACILITATE TESTING (30" °° ° 58" 0 \�\\ 18" MIN. 0 MINIMUM CLEARANCE). p OUTLET SIDE 3. ALL CONNECTIONS T'S, HOSE BIBS, IRRIGATION ETC. MUST BE a a" z r�-.n LINE VALVE \\//�\\/\\ DRAIN TO DAYLIGHT 2 INSTALLED AFTER DOWNSTREAM OF DEVICE. LIFTING MECHANISM W/ REINFORCED 11s 00 '\!/\ 6" MIN. ABOVE GRADE ( ) COMPOSITE TUBES & ELECTROCOATED 1-1/2" DRAIN COUPLING �'j �j o0 Q RPZ VAULT ' �\ \ 4. DRAINS) CANNOT BE SUBJECT TO FLOODING AND MUST HAVE COMPRESSION SPRINGS g C� -� (BERM AREA) `%�\j\\ EXTERIOR SCREEN(S). d o /;�i/� 5. DRAIN PIPE SHOULD BE SIZED ACCORDING TO MANUFACTURES TO DISPOSAL OR a DRY WELL �-----;'-' � �-� -, Drawing Number N INLET SIDE TO FACILITY FLOW CURVES TO DETERMINE MAXIMUM DISCHARGE RATES. 1516" II" 6. DEVICE MUST BE ADEQUATELY SUPPORTED TO PREVENT 14„ ei�� M RELIEF VALVE rL�.n ASSEMBLY LATERAL MOVEMENT. DEVICES 2" OR LARGER MUST BE ail SEP 0 8 2117 !� �oF �F�✓ SUPPORTED TO FLOOR WITH PIPE STANTIONS. �Q'� O V, yp 0 N LM800 NOTES 7. ENCLOSURE MUST HAVE WEEP HOLES FOR DRAINAGE. PROFILE VIEW 8. SUPPORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT ,� ��o 1. SEE SEPARATE WATER/SEWER DETAILS FOR THE FUNCTION OR ACCESS TO RELIEF VALVE. Soe_no: Te m FI:11111�ni1 L�urd j �'ji V) METER VAULT SPECIFIC RPZ AND WATER MAIN DESIGNuJ INFORMATION. 9. DEVICES MUST HAVE USC FOUNDATION OF CROSS CONNECTION �- r 0= APPROVAL. 2I'� I Sheet of BILCO DOOR DETAIL 4/07 VAULT STEP DETAIL 4/07 O 086118 � 20 28 Q LP 10. DEVICES MUST BE TESTED ANNUALLY. �` RPZ & Meter Vault 12/14 11. ACCESS LADDER TO BE PROVIDED. 12. CONCRETE SLAB TO BE SIZED ACCORDING TO MANUFACTURER'S A N.T.S. Source: BILCO LD- N.T.S. Source: VHB LD_ gOFESSI0 N.T.S. Source: SCWA / FEBCO RECOMMENDATION. 13. FULL OPENING HATCH TO ENCOMPASS CENTERLINE OF DEVICE. Project Number 29305.00 6 SCDHS Reference # C10-06-0013 I P:\29305.00 Heritage Cutchogue\cad\Id\Planset\8_29305.00_DT.dwg O u s SUITABLE COVER > STOPPER OR END PLUG - TO GRADE FULL PENETRATING PICK HOLE 8-x6" "Y TYPICAL SIZE CLEANOUT- SEE ( REQ'D 180' APART LETTERING SEPARATE DETAIL ON PERIMETER) 1 3/4" HIGH 3 A FOUNDATION WALL RAISED 1/4'" SEWER PIPE A j 2' ec FOOTING LOCATE 180' MIN. APART ON S C D N S PERIMETER 45' ELBOWS A A PLAN OVED Engineering, Surveying & ANGLE VARIABLE 1= qF > FFIL EL.A""OLE =3'•45 Landscape Architecture, PC HEAVY DUTY, WATERTIGHT "Y" BRANCH GRADE 0 2. AND LOCKING CAST IRON 6"0 SDR-35 0 2.0% MIN.ASSEMBLY oR Cp5( N �S) BUILDING WALL ADEJUSTABLE LOCKING TYPE ALTERNATE "A" COVERS TO GRADE X W100 Motor Parkway DR-�GRP�E CASTIRON FRAME AND CO = MtN (TO BE WATER TIGHT AND NON-SKID BEARING TOP SLAB Suite 135 INSECT PROOF). 8 MIN. TRAFFIC M M f y COVER DESIGN PROPOSED N Hauppauge, NY 11788 -"' A N I T AR CIRCULAR RAISED STOPPER OR END PLUG SUITABLE COVER CLEAN SEE OUT (SEE PLANS) 1s'WATER MAIN OR CAST IRON BUILDING SEWER THIS SHEET) M2O^ M�� N 631.787.3400 2.5' RIB PATTERN TO GRADE a O STORM DRAIN MAX. 2' AX. LINE THROUGH WALL 8" MIN. TRAFFIC BEARING 18" (ADAPTER AS REQUESTED - TO MEET AASHTO-H20 Z SEE PLUMBING PLANS) MACHINED NLET FLOW iv_ INVERT ' LINE OUTLET OUT TO HYDRO NON-ROCK =28.65 - ACTION UNIT DR-18 0 2.00% STEPS ARE TO BE COPOLYMER PLAN SEATS a NVERT SEE "Y" BRANCH ASSEMBLY MIN. GRADE(SEE NOTES) POLYPROPYLENE COATED Y2" SEWER PIPE o -28.15 A = 27 3/4 KITCHEN WASTE Ln STEEL BARS AT 12" O.C. 5" WALL INVERT =29.45 z SEWER TRUNK LINE ALTERNATE CONNECTION FOR SANITARY WATER CROSSING (IF REQ'D) 'B' = 26' 'G' = 1 3/8' SEE SANITARY DETAIL JOINT SEALANT TO BE 1/8' CLEARANCE 'C' = 25 3/4' 1" BUTYL RUBBER FOR T30' ELBOW 8'0 I� 32�00 ALL JOINTS. CONCRETE INVERT FORMED TO PROVIDE NON-SHRINKING U LI Ll MAST JOINT SEALANT. 6"0 SDR-35 0 2.0% SECTION A-A AT LEAST THREE QUARTERS OF REINFORCING RIBS Note: THE SIAMETER OF THE PIPE 'D' = 24• 'H' - 8' MIN, 1. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH CAST IN PLACE FLEXIBLE 18" SEPARATION, PIPE AND FITTINGS TO BE DR-18 PVC PRESSURE PIPE. STAINLESS STEEL STRAPS OR LEEVE WITH 'E' - 32' 60' WYE FLEXIBLE RUBBER BOOT 2. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH NOTES: 'F' = 39' ALTERNATE "B" LESS THAN 18" SEPARATION, PIPE AND FITTINGS TO BE CAST IRON. 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. Neenah 1559-2000 frame with a 1556 cover, or 3. WHERE SERVICE CONNECTIONS PASS BELOW WATER MAINS OR STORM DRAINS WITH Campbell 1203 frame with a 1009 cover 18"" SEPARATION, PIPE AND FITTINGS TO BE DR-18. 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1, 2, 3, OR 4' HEIGHTS, AS REQUIRED. NOTES: 1. WHEN A WATERTIGHT COVER IS REQUIRED, Notes: 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. USE CAMPBELL FOUNDARY 1502 FRAME AND NOTES 4. WHERE SERVICE CONNECTIONS PASS BELOW WATER MAINS OR STORM DRAINS WITH 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC 4. ALL CONCRETE IS TO MEET 4,000 PSI AT 28 DAY SET. COVER ON AN ECCENTRIC MANHOLE CONE LESS THAN 18" SEPARATION, PIPE AND FITTINGS TO BE DR-18 PVC PRESSURE , SECTION WITH A 24" DIA OPENING. BEARING FRAME AND COVER. 1. ALL DOMES AND COVERS TO MEET AASHTO H-20 PIPE. 5. OUTLET PIPE TO BE SET 0.1 MINIMUM BELOW INLET PIPES. 2. COVER To BE HEAVY DUTY AND LOCKING 2. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS AND ALTERNATE "B„ IS FOR USE LOADING REQUIREMENTS. 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET INVERT(S) CAST IRON TO GRADE. WITH BUILDING EXTENSION/CONNECTION. SHALL BE NO GREATER THAN 2 FEET. Sewer Service Connection 7/12 Typical Access/Junction Manhole 6/10 Standard Cast Iron MH Cover Detail 3/05 Typical Cleanout Grease Trap Detail N.T.S. Source: VHB LD_ N.T.S. Source: SCDHS - Wastewater Management Figure 9 N.T.S. Source: VHB LD-N/A N.T.S. Source: SCDHS - Wastewater Management Figure 13 N.T.S. Source: SCDHS - Wastewater Management Figure 13 ef_rrL [AP Oa ANGLE CLTS "A V At, PLC CONTROL PANEL - l`' W/ HP80 COMPRESSOR 4" X E," TRCATED LUMFEft Trip CF kOFTCR 1 / 16 N TAINt S • � � � � 1_I�`., x 1_, 3 8- UNC S ES t Pf)ST A*W 5/4" CR`,_)'Aa ~\ £•ALV CHANNI l �5 '*. ', STEEL HEX HEAD BOLT �w 4 BLOWER HEAVY DUTY AND LOCKING CAST SF` I I I ft (Ty r, W/ViASHER (2) C,5 ( M1 IRON COVER TO GRADE / ti tea, 4` SCH 4: GALV 0 _ `- TRAt i SFJOPMEN (T T P.} p - METER Eta L SU. Tp 8E ( -STC£L PTFE Inlet - - - - Z. ® SOLID PRECAST �i �:' " k,,k Ar• s I ----- ----- - Outlet FA'TEh.D h TH SrAlt;_ESS T'FAN F4 A t - E `!. ( E: !.;="E, #. CONCRETE DOME 7 L.. " .�Lva°z Ecrr LAS D/ 0" M K Ad EP CAFIPl.T P:o'e. Fc• se!f-Lo�� in8 3 tl" I3`.A ' _ CONTROL PANEL AND AIR c� i�!=�aUUa E_,;.TS .- >< PUMP IN POLYETHYLENE 2.5' ( I 1 meters: mn. ne€C t Gat y, u-P.,tr q o (H) 1' MINIMUM �ecwrrt mu #e °-O` LQ.^ :4:1 OP SIPAP(TYP. :. . _., 1/2 (13) ENCLOSURE ON PRECAST MAX. y ' } \ I CONCRETE PAD FINISHED GRADE 2' MAXIMUM u14 X o" T:EAl E�, LUMPE �-I r•"}a {rM} 0 fn-�c o .�,�.'" L j= .t. ,.»...».1" IIIA cr_:'Jr ` X 4" (16'2) \ - RaCE (rrr)-- PULL SLOT , r . . •; tJ I'=A�I'c } Ct '11R Cor SKID 20"' '��..... I?E'-• T S�IRF,t°SrE co'-i:in= �' f` salts a a r a�/ \�\�\ \�� 3'-9:' FOR. - tn. . 1 su PCR; °a a % \ INLET MIN. 4" . . • . �a� ��- DIAMETER SDR 35 r!F;s >+tr cin C P,I:SH_:', fRAC;E EXISTING GROUND j ° '�\ PVC PIPE. PITCHED -- , . d L _ -. PROVIDE 24" X 36" > w ! ` '°I i.. f , . 'f \ HUBBELL QUAZITE PG �.` / / �`';' STYLE POLYMER ` ® ® ® ®®® COLLAR '� ' .I t. ; X. W \ �,� ..�\` F`, � ,\'`�. �, / AIR HOSE AND ELECTRICAL r j" ,r _6'. [ I` CONCRETE ASSEMBLY PLC CONTROL PANEL 2' SUPPLY TO TREATMENT UNIT \a••" " ' '} /' % ,F (" �, WITH AIR PUMP. MAYBE HS-20 LOAD RATED BOLTED ~: j I t+flr:. ` EQUAL) r ® ® ® ®®® c=n -� .. ° f � (OR APPROVED E L f MOUNTED ON UNIT OR CAST IRON COVER. MAXIMUM REMOTELY. OF 3' OF EXTENSION COLLARS w LL 3 .' /r ff - / MAYBE USE TO BRING ® ® ® ®®® o ✓, ____= CASTING TO GRADE. r _.. . __ ® ® ® ®®® 0 p p f / 1 I PROVIDE 2" VENT PIPE FROM Z J UND:R,:,POUND SERVICE---R L UtdDERCPCJND SEP.'ACE L �•n r' a _. ,... - w SHC1 8C PVC OR E x c P,1) PINT OF UNIT IN ACCORDANCE WITH m ENTPANCr eo'JDLtCT>rS NIPANCE. CON LIC'TOFS F CI t C r CO 1 ! L MII SCDHS STANDARDS; VENT TO " (SEE NOT 3) ~' (SEE NR-r �> v {g at a - ------------------- COLLAR MATERIAL '¢• . 1, - -------------------- BE DAYLIGHTED ADJACENT TO w r l r a BUTLY RUBBER GASKET c1 '�- - CONTROL PANEL OF AS BANKRUN COLLAR .. � .:...: ® ® ® ®®® ,r p�� ,. t DESIGN f. •,,,,,r� ,�•''�~ APPROVED BY ENGINEER / ) A�� INti� � i!_ �I _ i f RUBBER PIPE CONNECTOR (0.3 MM TO 1 2" w ' J �'d �iE) UE I,�f�! LIFTItI r CLEAN MEDIUM TO ® ® ® ®®® "� w BOLT ( ) ��. � $ _7 COARSE SAND Inlet Outlet GRAVEL WITH AND - . F^,P i°`TA �'ti ARE ..;,w ;j f id , 1041E 1,12' - --- ------=- ®® E - UNIFORMITY c� ® ® ® w h UP'GiF LITIE . CHECK K LOCr.L G'�!.DES PRiO' TO IIeST ,LLATiDPd COEFFICIENTS OF Q? - ® ® ® ®®® o >< (i3) SCDHS Approval -- NOTES: 4.0 OR LESS c?w Z a ��jTl _ N �w 1. PROVIDE Gn OUTLETS ON BUILDINGS ADJACENT TO / ¢ ® ® ® ®®® CC3;CRETE FILLEC} FPOTECTr tJ EL LIAF S SI IfiLL EE INL�.ALLED WHEN INSTALLATON IS IN ' ) CONTROL PANELS. ,, ..✓"'� • ' 2. ALL CONTROL PANELS TO BE LOCKING. ••' J� Ts•3i, vl I JI:'r OF '�':"ttiC'?JLtsr; Tt''AfFI^. I<~'t'� _Ar•;wr .:HALL r� F..Ar'-C1 A M:hsIVUt:i fiC 4 Fra�)M �°� 3. COVERS TO BE LOCKING CAST IRON COVERS IN _... .i ® ® ® ®®® THE CA_!tBET AIJL S^fiL I E PAltrrED Fs -L�r?ES'_EP;T yEL=_r_'Ys, EOLLARO S tALI BE C'OttSTr 1-icTEt LIFTING [BOLT ( ) LI ACCORDANCE WITH SCDHS. F€?'A A MN11.4I~M 0 3 C�' CsUTS:DE D AMI Tf? SCH,EDULC 40 GALVANI FD PIPE, SHAI,i_ PC SPACFD -- X, 4" (102,) X 4" (,1 12) 2t"` ON CENTFPS Ar:D SHALL ESC A VIN1.Wk). OF 3) F:IGH. 4. VENTS SHALL BE PLACED ON THE EXTERIOR OF THE r . '. MrJtJS�HOLES (P'02436B6 orlt)1� 3-0" MIN P E 0S1J n„ n C a r.; - . I BUILDING 3 FT TO WINDOWS OR DOOR OPENINGS GROUND WATER 2. FOR SELF-C�'rTA',IECr METER AI"L,�_,,,PEa, P'i.°I� CAt4APdl%'ED STEEL r'li`c t!I'H Af'F'r:C?r=F>r=7E_Y -,CE, AND TERMINATE AT 18 INCHES ABOVE GRADE WITH / TO GROUNDWATER CHANNEL AN C011If,i=FTE ELSE htr:t E:. 6+_ED IN f�LACE o. 4" PIPE C"c'I'GN : 4" X 4" TF:_A1L0 LUM-`P MAI A CARBON FILTER. r �- r r f .r."BE USEC? 1°; PLACE O 6" Ia?_T GESIt�N. US-- ,F PLYWOOD FCR Ef�t.!`PNIENT INSTALLATION IS NOT FER'MTTE:;, � ........... - --- ,. 3. RI::ID Ml?-rAi LIC CONDI_I.T (RMC) AND RIc;D N:�ra-- +wTAI-LIc. cOt`'inw!T ( ray: (seHP. a. r�r. 80 t?EsF:.cT; :�. Notes: �r�rra� TF'{SERVl�:�9�"�iai L - AS REOvIRFD,1. AR= AFPF'C,rED, FOR BELOW GRACE LISE. FASCI " ME1=,ILIC. Tt&Ir,G (E%'T} AND 047-F,*�r�IATE K('f■Kj1NTYDEPA �� ENT OF HEAL i C 0 A S T A L PIPELINE 1. CONTRACTOR TO PROVIDE NEMA 4X JUNCTION BOX FOR PUMP/FLOAT SPLICES IN SUFFOLK 10'x. . +ETA:_l..:w r.'r tar.}!sir (Ir,at:) AR °IcjT A�F'r':,vEt FC�I lar;_c= A 'r.. :>::,TALt.�TIf N. ELECTRIC HAND HOLE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE �� c� D _ (631)369-4000 PRODUCTS CORP. 4, FC!F AUrI"ITI'.7F;AL T(;A';:s CAE rJcT EOI.Yt Cr.,C'-!Ta "EE L�rv's1^dl lCS D:r3 t rt 6 FOR ADPiTl'1,A' ENGINEER. m 1, P.O. Box 575,55 TwomeyAve. , Calverton NY 11933 '" R r • • CT eAf1,uT N"'H RCrd tT, r FTFr' s !c.{ fT F E3 Ji:.Ftvt <aT SFC D.,rr:'n'r,.., v, D31. 2 WITH OPEN BOTTOM OR WITH REFERENCE iVU'�BER' . CONTRACTOR SHALL INSTALL 42'" DEEP HAND HOLE ti.• 5. CHECI- 'WITH LOCAL @,9-�Nk:IFA_s''y FOR ANI' RECTA, �EOIJIP=MENlS FE1 L0P,. I,Jr:TA,_tiN^v METERING DNC. r WEEP HOLES TO ALLOW DRAINAGE OF ANY WATER. � �, ... PRECAST CONCRETE Project: ELllrt'4 NT CI: H ,f,+{e. - - [ori PA .6 DN I►1 MONOLITHIC TANK HS-20 j :, Fhn9 * „�, LOAD RATED EARTH COLLAR TO PENETRATE A MINIMUM 3. JUNCTION BOX TO BE SET UP OFF BOTTOM OF HAND HOLE. SEE ORKMNG#,r,LOF.�..FORSPE'CLA COND S 0 10.9' COVER:0.50-3.0 FT. OF 6'-0" INTO A VIRGIN STRATA 4. CONTRACTOR TO PROVIDE GASKETED HAND HOLE UNIT. Contractor: OF SAND AND GRAVEL (RATEABLE *IF PIPE ENTERS RINGS THEN 5. HAND HOLES SHALL BE SET FLUSH TO GRADE AND GRADE SHALL BE PITCHED •° HYDROACTION AN500-C NITROGEN REDUCTION SYSTEM H D EFFECTIVE LEACHING DEPTH IS SOIL). NOTE: AWAY FROM HAND HOLE TO AVOID PONDING ABOVE STRUCTURE. REyIEWER'S INlTIAIS: - t Product: UP TO 4" 24" MIN MEASURED FROM BOTTOM OF POOL METER AND PANEL MATERIALS TO BE FROM PSEG APPROVED MATERIALS 6. HAND HOLES SHALL BE SET ON MINIMUM 4" CLEAN STONE BEDDING OR AS WEIGHTS: Precast AN500-C Nitrogen Reduction Unit 4" TO 7" 30" MAX TO PIPE INVERT. LIST AND INSTALLATION SHALL CONFORM TO THEIR REQUIREMENTS. BASE UNIT: 12,250 Les. DIRECTED BY ENGINEER. ROOF SLAB: 4,100 LB. scale date dwn.by dwg.no. None 9!26/16 D.O.R. HA-01 R2 Typical Sanitary Leaching Pool PSEG H Frame for Outdoor Mounting of Meter/Panel Electric Hand Hole Detail N.T.S. Source: SCDHS - Wastewater Management Figure7 N.T.S. Source: PSEG N.T.S. Source: Hubbell/VHB Specifications 4` 5 B"Diameter 4" 4'1"Diameter 4• 1. Concrete-5000 psi @ 28 Days � 4ea Addit.#5 Bars E.S..Opg.(Typ.) 2ea Addit.#5 Bars -Welded Wire Mesh 2, Rebar-ASTM A-615 Grade 60 e As=0.12 sq-inrtf Typ. B1 W1 ---- -- hi r 3. Welded Wire Mesh ASTM A 1064 NOTE:ALL MOTORS " - 4. Joint Seat Butyl Sq.Setf Sealing MUST HAVE INTERNAL _.,_w-_...-----.._. r c p _ ' ` UMP/COMPRESSER POWER CIRCUIT OVERLOAD PROTECTION. GRD � BLrtyl RubberRUbber Gasket Equal LR1- 1 AIM_1 To Fed Spec SS-S-00210 Bw Q RED/WHT 1 wHr �II CB1 CSR!6 LOOPS M1 Harvest Pointe at r T� i 5. Design Load-AASHTO HS-20 Loading OrBLK m outlet ,i, 992 Working j �,51D V lonsing Irolel ` LR1- 2 > L1 BLL wHr WHT SPI SPRAY 300 PSF Pedestrian Loading ,,, PUMP Gallons iT' 6. Internal Com onents Not Shown For Cladi Q '� N N MOTOR PUMP RATINGS: O O . C U tC h o U e See HydroAction Assembly Drawing For Details BLU PINK/VJHT 2 WHT = O O �J 1 t � 3/4HP @ 115V i 7. Access Openings Brought To Grade By Brick Or - 1) G 15.0 F.L.A. `. /I �` y Precast Collars Topped With 3"Locking � CB2 CSR2 6 LOOPS M2 e e e Cutchogue, New York M O 2ea Addit.#&ears C.1.Covers(Not Shown) BLK BLK SLK � *- Continuous Each Slde PUMP RATINGS: 'f �r Welded Wire Mesh Of Openings RP RECRIC Town of Southold As=0.12 s 4nnf #5 @ 6'•O.C.E.W. 8. Operation and Performance Of This Unit Is WHr wHr PUMP 3/4HP @ 115V q Solely The Responsibility Of HydroAction And LRl-Q4 N MOTOR 15.0 F.L.A. a> w No. Revision Date Appvd. Welded Wire Mesh /�. 2ea Addit.#5 Bars BLU RED As=o.l7sq-in11f ! {� Its'Representatives I6 PLC INPUT Plan View #4 Transfer Bars TO Slab 1 Ll N Top 9. Earth Fill: I G 14 DHS COMMENTS 8/23/17 AVL (4ea AIR SWITCH CB3 CSR3 6 LOOPS INCOMING 115 0 0 6'Min to 3 Max For H5-20 p c Vertically In Wall) BLU RED BLK BLK 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 6 6"Min to 5'Max For Non-Traffic P MIXER PUMP RATINGS: z _J Pump� 10. Water Table=3'Below Finished Grade HWA WHr N MOTOR 3/15.0@LASV 12 TOWN REVISIONS 6/14/17 AVL 11. Bar Cover= 1-112"U.N.O. BLU RED RUN U 11 SCDH REVISIONS 4/22/17 AVL ro to s^ 4ea Lifting Lug(Typ.) - 3 4 - - - Welded Wire Mesh �� may} 011 BRN 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 3'3 71132" -sT+r- d'1 11!32"--�r-- 3'4 9132" AS=0.12 sq-inlif Typ. '^\- ._•-M"' MUTE C B4 N 70"Rtametcr 2'0"Diameter --""` „_...._- BLU GRY GRY CoMp COMP. RATINGS: 9 TOWN REVISIONS 3/27/17 AVL (TEST ALARM MOTOR / ct cl o �- „+ ��Butyl Gasket Seat 1 ` c t t 1 4HP @ 115V a wHT Designed by Checked by _.__.._..... "� �' � ti.R�,�, 1Q 01 N 5.4 F.L.A. 4"Outlet Pipe - _ Liquid Level _ - 4"Inlet Pipe -# RED BLK ED WHT W c Issued for Date ® Rubber Connector(Typ.) t y may' Z 7"Dia,Opening "" " �= 1" n � SP1 N RP1 N MP1 N C1 N 1 2 3 4 5 6 -0- ENABLE luly 10, 2015 0 4"PVC Coupling 7"Dia.open a ..:... f u•2fa. L '` BLU YEL W Q Cast In Wall "g ,r` c,i >. 1 o-I 2 I1 PLC INPUTLn T #4 Transfer Bars N 4ea Lifting Lu (Typ.) i ® ® ® ® ® ® ® ® ® ® ® ® ® ® Ln g 9 y pESSE�� ! OVERRIDE SCTM. 1000-102-01-33.3 I ^ H H ~ E, rn ( BLU WHT/YEL Welded Wire Mesh ` Y w V Y w Q Q 3 • 4 I2 PLC INPUT \\4v/ 0 1•tr2` (Center In Wall) Inlet CSR1 Q = m = 7- ~ 1--1y ILL • • ® _ � rL- As=0.12 sq-inllf Typ. W1 B1 Q .� w Q Q O O BLU WHT/YEL I3 PLC INPUT m � �-' � °° � � = LL � w w -_ - - LLJ LU o _ __......*. . Rubber Pipe a a n < .-, o_ Connector When C O A S T A L PIP E L I N E _ ca p (Typ.) -(631)369 a000 PRODUCTS CORP. " z < J 0 W Required = CSR2 z4 PLC INPUT a a a LU LU > > � _J _ BLU WHT/YEL 11 CL d d Z Z W W O O a #4 Dowels x 42"Lg - U U IY O O .� #4 @ 6"o.c.e.W. W W P.O.Box 575,Twomey Ave. ,ve. , a verton a Q 18"a,c.Radially LU LU O 0 w LL Q Q SE?CtlOn s Protect: CSR3 W W < LL_ Welded Wire Mesh BLU WHT/YEL I5 PLC INPUT V) LLA � LU v O _ _ O As=0.17 sq-inttf Typ. Contractor: (= N (Center In Wall) MPs Drawing Number Weights: Product: AN500-C Nitrogen Reduction Unit OF NE►4, Base Unit: 12,250 lbs. Y � �O V• / I O N scale date dwn.by dwg.no. *��Cj� �v�2��j* CM900 o Roof Slab: 4,100 Lbs. Isometric View None 4/8/16 D.O.R 16-0132 Electrical Schematics Terminal Connection Diagram r i ui En N.T.S. Source: Septic Products Inc. N.T.S. Source: Septic Products Inc. Tn r- ra Oi• t == II II 'I' II� �Q 8 11 Sheet of 0 8 °FEsstoNP�� 21 28 s '� SEP 0 8 2011 Lr� ._a Flaftniny B03' Project Number _._._._._.-__..._._.,w.,, 29305.00 I SCDHS Reference # C10-06-0013 \\vhb\prof\Long) land\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_BOR.dwg 1 ��_V___ _ -j 1-� % 1901.4','-(D'E ?�� E S } C., V 1 1 S3S.30, 0"E ,,)F -t)) ,",,__ .,,",.,." f r ,, I" . • �/,' ' --,(� ' "s.�,-'�<S3 `2'�'".2r3 €�:. r.{".TLIAL},. , -.�' ,} s'# .------------:�.- ,.,_._." '^'_,.". _ ,<, "' „" �.,. "-- .ww ,..-- .'... <. .._...,.. 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II .1',, r-t� :`' t 1 a ; ,` >, , I , - _ l ! a� , -- _ r., f> _. _ ;y 1 Motor Parkway , 00 t a _„ r� ^ ' n : - / \' , 1. :I , " ' f` r / -I I , •.f v , � „__ <' __. -. Suite 135 e _ _ - Y :1H y , t« f > ` ;, i j/ d i I � i '' X V _�._._,, -_.__", i t, t r CSt 17 t > , > .. „ ;. ,.,. • � , , - ;• :. --. �' , ._ _�... .. �... ... Hauppauge, NY 11788 gip. .< w_ N t i of s j / Gd,/fSTREI W -1y `K. 1 «. 9 p " �- `' >-, = ` :� �---�" 631.787.3400 ". ,- F < F� (( r^w. jj ., e .,V,z '. w....,- .,p�>^ ' f. ( 'I}, f". !'i:�. ..,,. .^ J/ p S ( `11",ti„\, „•",.,^""f .. {„ '- � z.,,y<.✓' r 6M� � ,. P._„ "} Ta - < 6' "^,..r v, </ C ,,. jr �` " ,°.;"`^,.._e.. _ 6 ,ry...,e'a_'° N f .,.:'.i., ^,>R yen, `', 0../ > { _ .,-} € t,� ' .. >, ,/ 1 f `�..,�,..,r, �^� .°:-, ,�C"`� .,�k g "v"^". 4 r „�.<.�...'°,.�` .y'" :.:-, CS! t7? 'w e/ `� £, �i 7, . , '"y�" ,,L. ' - 1-1 , � - 1. I ( ..,-.". a s `...' ,^,--,,.r> �, a :�'_�i.'®"$f F ".."3......<» °mak w',.^' , T - 1;"I - I - k . 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BORN � ,. ,» � „ _..3 : 1 c�►. 11 r DAM 1217106 su¢�u�cai�t►t>'ac 9 . � outs 12/`?�06 � �vR�a4 aA� 12�5IQ6 �va�rr ' DA[t><s i�j 7�(�6 �e.VXT$3Tt p�f crocei SA+�� oSIcIR " V4 w No. OF� GENEft.A�,. 1 OTF-S a o t err �T to to aw"� ► of sra G tdERAt NOTES-- ))I FE r t a� S ILT'�Z' IOP StGiT• GENERAL N07' 1LTk TOPSOIL ut :ya. nrt NG7€u o SH4G�N AT xT 45E SAAR T PS01L .,, I 'P 3P5t 1L .. _ ., SILTY LOAM I) WATER L1wVEL., -- 52L'�Y LQAM .,_....... ..,... , _.. MEASURED ON� 7H1E� DA�I`t INDICA'�IaFED ...-. ... }O }{��yS :{/ FINE y�F(.,..1.},yaF{y��y� wY N __ ,._..�n., ,.:_... �� . .. ,..... SILTY LOAM • • . _• ', � 1 .•4T •^'aM I>��A .• • CV�i4ME TO FI41M 'B1+V^F� Jh.'.Dy " , „ .. . ....• SOME SILT, SDKE GRAVEL (SIf} I4 ,. Gt7ARS$ T4 F1Na~ BRt}t�I1 ANIS DA1LY QB SEASQ 'AL VARIATit3NS a___ ... . S - •a ", 16 12 M � X2I '1EiE ,GRQt1ND�1,A''�E� LEVEL. 7 � 11 COAl�SE �Q FINE- BROW?tii AN,D . _ . ' LIGHT BI OWN SAND A3tD' •t 1, COARSE T4 �`��£ BRO'G ,SAIr"D COARSE TO FINE BROWN *AVD _ 21 ..•. •- ..�• ,... •" � � IaxGHT $RQW;t SAND AND 30 LIGHT' ERUtJ1C SAND ,A2t� . 5 GRAVEL, OCCASIONAL LARGE _ GFtA 3 TONAL LARGE .• � A13S� GRAVEL (S'W) ._..,..,.. .. - ._,� ._._ . �, pCC,AS • ..,.. „ M) TRE 'GORING REStJLTS to 15 GRAVEL (Std) .f. .. 141 I4 GRAVEL (S�7} VE SW - 1 _:.._, _ � REPRESEN�"� SUB--StS>�SACE 6 . ,. .. 7.. 1 .._,. 24 w . ��.' , • 15 GQ�tDI21C NS T}1E BGItINC Ifl G 26 . ,. s LOCAT10t 8 t}N1.X ANl} Al B NC'I .. . I. .•_.__ , . .,._ COARSE ��} FI1�E BR4Wiv A.l'�n .. _. ..-- . -_ , ,.... ....., .. LIG)IT BROVzq SAND AND NECESSARILY REpItES£1;TATI11B �."..� -.,.. -_...._. -. • , t t3F COI�S.DI�'1QNS Ai ETHER .� ,.--._ ".. .°�.,. Ct?AP,SE TQ �'1NB BROWN AND � GRAVEL Su,} I.C7GAII0175. __._ - LIGHT BROWN SAND AM / _,.. . . 10 _,.... - , GkAVEL ('SW) ' ._. .. . -1 1-11-_ , , .___ . - ` SUFFOLK M DEPA1 d'dT OF HEALTH SERVICES . ,6 . ..- .3 8 . __ 4 _- 17 12 ,,,:.r.... 1---.- ---� I , RCV ED 2 i r . ., r,,,w_ ,.3 • . ..N ... _,.,. ... I. 21 "'"' ...,..,,.. k��. .. ,... .. ..."�€.. , REFERENCE Nt,1�ISER: GID � -tel� ..._ _.. _.. .._.. ....... _.. SEE.QRAWI�IG .J OF.Z_FOR SPECI�ALCO:NDIT�tS F . - ..r . .a,. _ ., •„-.. ..,.... .... 5 ., ._--,.a_ .- , "'."j-'........, REVIEWER'S INITIALS:. 10 _ ..-- .4--- 9 10 ,n.-- 2 .-. -1 s � . _' 12 .__ ' -, ,. _.,r. . .4 ---1.5 16 -- .1.; ,. ._, . „ . ..f....,. 2tl --• 2 _... ..� ._' .. � ?_ 15 �...... a �0• .._._.. . 1 . G 15 11 , - . , .,.,r.- .... 15 ..-.. ,...>...,.• ------ ,f . _ , .,,. ..., . r.__ •.• . 1Q Wi� R $ Ct7UNfiERED. 1. .a,.,... 1 , .w_-a,., 14 --.- . .y,.o_ END OF BARING: 25 'C1" _ . FND OP EMING: 2510" . .,c - 11� I ' c � V !.. �. � �,R �,� �� : f Harvest Pointe at BORING t . CAM, 12 f 71 D6 ACK 9XV Jnr 2 5106 su fav 1. 151s w k2/5106 � ' w rm r0, c sSAM$tE apsoxL S11,77t Ft)PSOIL IOPSOIL • I .... .,. .. _...� . ... . . OFSOIL 1 . _I - . - ., - Cutchogue New York 1 .._.F ._... . . •._ , __ •_n.. SILTY L4At�4 - . S1IfTY Lam `�., SILTY LOAM,. '�RA�E GR�4,Y�Sx ' - �_ 11 Town of Southold f Cl r.rr. .. .., r�. �+ w .. 14 DHS COMMENTS / / N 15 COARSE TO i�IFF, BKO A - ' •' No. Revision Date ApVL w 4,�....,N....w..�....„�.....w. k6 2t}w 4A'RSE xt� zNE BRt 31t A13t� 1 2�i 'IFIGET BRt}S i SAND ANT} ,..,. _ _ .�.. ..,. CQARSE TC} FIDE 13Rp�N•l�D , a 2s 17 AVL 3 6 GUAKSE To FINE BRoVX SAND ,.. " �+ } __ IGR2 $ROt,3N 5A D AND - - EL, OCCASIrr}S�'Au �, L1G T (� } D 13 TOWN/SCDHSREVISIONS 7/28/17 AVL AND GRAVEL, CICCASIONAL � � ,r.. .,.._ . __ .._., . GRAVEL, pCCAS1t�NAL - . - -ft ,/t 11 _ - r J - p T ��}�F,.�} { rT�+ �T .,,.N� 7�WEL lSVIIf 11 ..,-., 4„ Csl�1V�iL (1J ) 12 TOWN REVISIONS 6/14/17 AVL LARGE i�.�F T L„HAUr G� 'V k'A Y CIL S 1Y -,. ....... ..12 1 ,. ,.....,. ...,.- ., 2 15 GRAVEL SP1S } 00 i. ,.._ ..., _.. ...�_.. .._. . .___.. .. ^ ..._.. .. • �. ANS , •• .. .� . �'� r COARSE ..2CJ_.FINE I�R4WN a �7 • 11 SCDH REVISIONS 4/22/1 AVL �, 1 17 '�? 3A .SE T© FINE $RpWlt Is ..,. 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL .. ._.. ., .,.. .• ...,.. , _.. ...._ ,... at�� L1CHT BR4t313 SAND LIGFIT BRt1W'N SAND A.ND - .r . .... > COAZ�SE Tt3 FTiJE }3ROk'I3 D AND GRAVEL, THIN LAYER G1tAVEL (Sw) , . . _ ... - .• ,. , � .... ,.. ....-« - ...... . _. , ., t+ y c+ � • ,., ..w .. ..,. .....,.,.. ...... ,. ...,. ,,, 9 TOWN REVISIONS 3/27/17 AVL I CH? BR4k1 SAvTI AND �t krT +7- Designedpy Checked by o _ .-a. GRAVEL (S'�) w- __,,f_.. -.-. _ _.. _„•. n '��}. .,..>..._r... . ' = r i -" _ .�._ coA .s ' r� FTN sows '#t� • .y__. _� r. . ,.,,.._..,,. Issued for Date cd 10 I I N 1G I5 . 14 15 AND LI.GRT RRt�6�'>`3 SAND AND 1o. 12 ._, ,,.wN�. $.. July 10, 20111 • --- .., _ ._.-- GRAVEL (SW) -. ,,.__.." ,F.-.._,.. "10 `� •�F Of T ..... - .,.- w�� n.�_w. .. .. ., • • .,. �. .. _. . ` . ' SCTM: 1000-102-01-33.3 � . �� . - �� 1 � � - -1 I. 7 {^yya� .. a lW--• ,. .__.,. `- , , • '# ..W.. . , ,.. • , . . Is _w y . o OI� •Y --..-- , .<--,I� _,-. ,• - ' ,`1 ' I ff<, F ,_ --- rt-M,F v • w �r.... l+.wr n,9 N�1'+W.~• • ' • . : 4 _ - _.._ ...._- . - • , , r ..,_•w. ,-..-r,_.,•... . _ �,+ " .._ ,. . -20 - , .,a ._.. Drawing Number AM n 15 3 k I2 12 �+ 1.2 _..,,. q 6.. _ :..� 10 - _- _ a _ �._.. I$• .. ....... �L t �r ..� -. ...... , , ,•,. . .,....._. 6., . 12 --Y�-` IDI ILS L- 11 -- t, ii', Q'� 0 N��Y o �Jr 1� �r� s;i ilk g- C�� .p S D M 1 06 ,.,_„ ...�",-.. . - ...,_ . r•,-._ ...� . �� SEP 0 8 2C1t " * T .O ♦._y ♦.r ♦N..•♦ .t., ,,.ar_w r_.v - ,F, w. ...,.,- ,+• ....• • ..• _ ... . ,r ..w.. ,.1 4.Y• WYY/W^' • ("', �J / it 12 2I N.... _....... .,"... .,.,. -.1 ____ 25 • 15 12 -,----.----i�;,o:G Ee rm M I' u, D t'lanniling qn,I 2 = Sheet of `' 1 1 0 � . .oF BO x 251 0" ' ' : , ,- Zile t}F BQRZNG: 25'0 General Notes ' °A9 X86„ �� 0 END 4F BORING: 25`O" END OF-BORING: 25 0" -'- - J ND OFFS S 1 ONP� 2 1. SOIL BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON DECEMBER 5, 2006. 0 2. SEE UTILITY PLANS BY VHB FOR BORING LOCATIONS. Project Number C, 29305.00 SCDHS Reference # C10-06-0013