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Carey Road Sewer District (Record Drawings)_Page_01 XREFS: NONE PROJECT NUMBER: 17.7736 I o, a I ^ I rl (V o ala N I a a v w LU Londs Now or Formerly of I Londs Now or Formuly of I Londs Now or Former/y of � Lu yP MileAlobaA. 3 MBea,7obuA. F- See tauPmpertyHokbingsLLC Londs Now or Formerly of 308.76-1-56 308.16-7-58 Q Q 30B.16-1-61 Z a I Carey,Mary&C,'erey, wvba� g I g I I w jog.16-7-54 LL Londs New or Formerly of BA.BetacusDlev.CO.LLC Londs Now or Formerly C I ( AUTOMOTIVE SITE I � 308.16-7-53 B.A.BeracusDev.Co.LLC sERvicE cEMrcre' I p O 308.16-1-53 I p V 'A-1 rreEEworercs' a `ae \ \ / �� �31PH 41 _L � O ' OHW OHW OHW REODRR OHW OHW OHW W UGC ME — — — — - W W,y� W W OHW OHW CHI OHW� OHW OHWcaRu IN —mH� —MAp rrm LIMO _ O_ _ o _ , _ MHOO IPIPF HO W ROM W MB GAVEL �+RA�'tL �_ STRIPING EDGE OF STRIPING EDGE OF �3Ra— — — — CORINTH RD STRIPING — t REDUCER CORINTH RD s"SDR 11 HOPE LPS', — ASPHALT — — _ ASPHALT — Ao+((��((�� Al+00 A2++0 3+00 %Wk A4+00 �t5+00 _ +00 COUNTY ROUTE 28 A7+00 EDGE OF — A9+OO �o COUNTY ROUTE 28 _ 'C'U A8+00 ASPHALT /�� AZ OO _ S S S S S S S 5 S O A11+� io., tic., PHI S S 4\ F g �3B)-- �� UGC /_" �' E Ro G S ,..H��� RECORD E rescoreD B MSTR LIE UE l� UE , 1 - E HALT �E is"nGREr Eocusr UGC OHW )7�'W 'as -- — G reEaLrr 'DEnD ER ASPHALT i DH 'APPLEc' s �I P \ �1J \F HALT iz"eirecH is"nvw RiRCH HI J ia' Eocu �'m. G SIREEf" / v,. �s'HGREY mcusr �aA--- _ ^ , r'areR Fes-, I'D R LP =y's 1 SPRUCE 2" FLUSHING 5r�{ yr--�r,;� yr�� / ASPHALT rrwY" G-1 oyw a•Pwc+ i"aRn y . ' �� 38" % �,i \ `-�� -`-.�� '� I �p`� END CAP \ I nM I ``,� �a0 I \ BENCHMARK I NEW 2" DR11 HOPE / �� RRSPKF UTP I CONNECTION �° 1 2" FLUSHING I ^� I I ELEV.=388.OZ G-3 2"X2"X2"TEE / �i°�aos"`"asaucrc BIRCH F77 CONNECTION �� / I 1-1/4"CURB VALVE NEW 3" DRll HOPE I F I jrT X / AND LATERAL _ MATCH LINE PP1 _ � l l nods Now or Former/y of �O 1-1/4" CURB VALVE MATCH LINE PP4 f I Kfiw Four LLC. �D Londs New or Former/y of AND LATERAL e 30B 76-2-72 0 Hgan Fne&Egan Tmdl k Londs Now or Formerly of m I'MAPLE NEW 2" DRll HOPE GMSBCORYLLP 3o8.1s-2-s I 308.76-2-42 NEW 2" DR11 HOPE I II j o + Feeds Now or Formerly of ipF ­4 Hudso nHeadlillHeal&Nelwork I I Londs Naw or Formerly of F 1-1/4" CURB VALVE Per 30B 16-2-4 1 kin.%RobertL. "AsoPr A m I 306.76-2- 3 I d. AND LATERAL HIGHWAY' I BAR SCALE n 1 40 0 20 40 80 > )} 1 inch = 40 ft. ) m < I c 0 13 PLAN AND PROFILE 11 D°CIE 1 A CORINTH RD °M . I ppl SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE I I I I I I I I I I I I I I I I I I 1 400 _ _____ _ --- ----- -- __I_ _ __ _____ _____ _____ _L___ _____ __L__ _____ ___1_ _____ ____1 _____ _____ J____ _____ __I___ _____ ___L_ __ _L _ 1_ .___ _1___ _____ __J__ _____ ____I_ _____ _____I_____ _____ _L___ _____ __1__ _____ __ _ 400 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ _____ _____1----- ----- - 1____ _____ __ __ _____ ___ _ _____ ____ _____ _____ _1____ _____ __1___ _____ ___1-- ---- _ _ __ _____ _____ ____ _____ _ ___ _____ _____ _____ _____ _____ _____ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 390 ------ ----- -;--- ----- -- -- ----- ----- ----- ----- ----- ----- -;---- ----- -- ;--- ----- ---;- ----- ----; ----- ----- —;---- ----- ----- ----- ---;-- ----- ----; ----- ----- ;---- ----- -;--- ----- --—;-- ----- ----;- ----- -----;----- ----- - --- ----- ----- ----- ----- 390 I I I I I I I I I I I I I I I I I I 1 RAD EXIST EXISTING G E ING GRADE I I I I I I I I I I I I I I I I I I! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - -T 7 --- LLI ----- -r T T 1 1 r r T 1 r T END CAP > 1 O 1 2" FLUSHING U 14/4" LATERAL EXISTING WATER SERVICE CONNECTION z E? EXISTING WATER 1 2" FLUSHIN� 3"X2" REDUCER STING 8"DIP WATER ISTING WATER MAIN(ME RD) SERVICE EXIST[N#.WATER SERVICE SERVICE CONNECTION EXISTING B"DIP 1 WATER MAIN I I I I I I I I I I I I I I I I 1 1 1 1 2" DR 1 F ZED HDPE 1 1 1 1 1 1 1 380 ---- ---- -t--- ----- -- ---- ----- ----- ---- ----- --- -- ----- --- - ----- --- - - ----- ---- - 3LDIR NALDRILL- -- ----- ----- ----- ----- -- -- ----- -+-- ----- --- 380 1 1 1 z 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 X2"X2" TEE 1 1 1 1 1 1 1 1 1 1-1/4" LATERAL 1 1 1 I I I 3'X2" REDUCER I I I I I I I I I I I I 1 1 1 1 1 1 1 ---- ----- -+--- ----- -- -- ----- ----1- ----- -----1----- ----- - --- ----- --}-- ----- ---+- ----- ---- ----- ----- -4- ---- --1--- ----- --- - ----- ---- ----- ----- +---- ----- - --- ----- -- -- ----- ----1- ----- -----1----- ----- - --- ----- --+-- ----- 0 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I N C p ur 4 370 370 0 AO+00 A1+00 A2+00 A3+00 A4+00 A5+00 A6+00 A7+00 A8+00 A9+00 A10+00 a RECORD DRAWINGS KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT IS CORINTH ROAD - ALIGNMENT A ^ P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE NOTES: 1 EDUCATIONLAW. PLAN/PROFILE AD (O1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, PA(� N'C �f. © O 2018 UNLESS NOTED. �'t ��� sF 0p Q3 C.T. MALE ASSOCIATES TOWN OF QUEENSBURY Y 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOT AN AS-BUILT SURVEY PLAN. n w © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY a wVol i Al CHECKED JRE C.T. MALE ASSOCIATES 653S PROJ. NO 17.7736 P P LL � �8 �2� LuJ � $�ONPV Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. ^n o ® SCALE AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 SHEET 4 OF 21 Q9 DATE : 05/21/18 518.786.7aoo * FAX 518.786.7299 L��L�Z•JI DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 I I I � a a I o ZIZ N Lands Now or Formerly of I W J J F I I New York Trek&Equlpm;t ormer/y of I U U Lends Now or Formerly of I Lords Now or Formerly of a' IA, Seaton PmpenyHoldzWLLC Lords Now or Formerly of The Comtare Co lac. g Q Q 308.96-1-69 Parker,Debrah a Z I 308.16-'F Z Lends Now or Formerly of 309.13-1-1 E 2(TI Lands Now or Farmer/y of 7ObnSeq TPtcIDB6&jpbn6eu.L8lIIel Q I Lands Naw or Former/ of Lords Now or Farmed of Z a� y Yaagailder,Charles&HoffiTaon,Deborah 308 J6-/-80 y v N'cholso4 Te K I Lords Now or Formerly of 77te Contour Co I= 308.16-1-79 � 308.9s-9-38 New York TiTxk&F.quipmea BENCHMARK 3oe.93 9 9 � w 308.96-/-829 1 SPK UTP ZZ D E-LEv=sas.6,5 o -, LreEEW Drercs' m _ I 0/4 " I "sf6@R ID'sBRUCE / I V �� ITT ( K . ITT 6 e Ali C T T T /� �i G veL asPHUT \ \ L.L.IJ vsr _ _ _ MHOO HO - MHO 'srreEcr' MHO O MHi�- — OH OHW HW O �� _ v`J`J / csi�- �1 "RO W MB GMVEL W / �^^�« 'H W RFLIIRO W ISCORO �W W la l5P T W W W �� W GRAVEL REALLY' /' WMB uFo REWRR RECpN W MV W CORINTH RD 3"SDR 11 HOPE LPSS ' EDGE LT W ASPHALT STRIPING I \ a0 ,� STRIPING ASPHALT - uhirmcmuft CORINTH RD OH SPHA o (A SPMALT SURFA CFJ c Al 00 COUNTY ROUTE 28 All+� Al2+00 A13 00 A14+00 A15+00 +00- -- Al +00 0 �� A18+00 G-11 \A19+00 A20+00 A21+00 s s _ s G G G G G G G 0 G 0HW W G CHI OHW G ' G OHW snr3zs.a ASPIMLT � � 2 • .S W OHW _ DEW W �� � rlrrvvvr. y CHI _ � IW DEW O � _ PS PST 1. —use � ti lA.l.i 4/�A/ 3"BlH BIRCH � i .S � 2'BLN BIRC DlH BIRCH IT tee+ a"eucrc elrecn _Buck BIRCH a'eIRCH reuLly 4" FLUSHING STATION // 3"X 4" REDUCER C umrc szc Hp"e Lon ds Now or Farmer/y of 1 Lands Now or Formed of 3 13ea." 4BuCN BIRCH I Hudsm HeadwstmsHml&Nehwork Ia.cma AND L CURB VALVE I /' I � 30e.13-2-3t2 azss � 3"x3"x3"TEE AND LATERAL Carey Real PatateDevelopmeet Grou, rl J 1-1/4"CURB VALVE I 3 DRN ��r«r��� AND LATERAL — — — — — 4" SDR 11 HOPE LPSS r MATCH LINE PP2' N M as B.MAPLI 1-1/2"CURB VALVES e 3"e ` 1/ �� MATCH LINE PP6 / �����`' wlw AND LATERALS ! _Z _Z C) I hp"CMa 13N, JIJ + o Lends Now or Former/y of •ADDH71I ,y Hudsm HeadwaterHml&Network I HIGHWAY CIDI 308.96-2-23 wcHwnr' ADD"T A > i m n 3'ORIJ �I I m I � Lon ds Now ar Former/y of BAR SCALE 40 0 20 40 80 PLAN AND PROFILE finch = 40 ft. 1 A CORINTH RD pp2 SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 400 ---- ----1 ----- ----- - ---- ----- -- --- ----- ---I-- ----- ----I- ----- ----- L____ ___ --- ----- -- - -- ----- ---J- ----- ----- ----- ----- ----- ----- --L-- ----- ---L- ----- ----1 ----- ----- 1---- ----- ----- ----- ---I-- ----- ----L ----- ----- L____ _____ _1___ _____ __ 400 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----- ----- ---- ----- -_--- ----- ----- ----- ----- ----- ----- L---- ----- - --- ----- -- __ _____ ___ _ _____ _____I ._ _---- ----- -- -- ----- --- - ----- ---- ----- ----- ---- ----- ----- ----- ----- ----- ----I_ ----- ----- ____ _____ _ ___ ____ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 390 --- ----- ----; ----- ----- ;---- ----- -—;--- ----- ----- ----- ----- ----- ----- ;---- ----- -;--- ----- -- -- ----- --- - ----- ----- ----- - ----- ----- --;---- - ---;- ----- ----; ----- ----- ;---- ----- ----- ----- ----- ----- ----;- ----- ----- ---- ----- - --- ----- ---- 390 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 EXISTING GRADE I I I I — — — — — —I— — _ - - I I I I I I EXISTING E4STING GRADE I I I I I I I I I I I I I I — -I - - - - - - .L — _ I I I I GRADE I I I I I I I I I I I I I T T ,___ _____ ___1__ _____ ____1_ _--��_-p - - _ — T� T__ _____ _____ ____ —r T�-__����_T �_}_- - - __--T___ _____ ___I__ _____ ____r _____ _____ T____ _____ _T___ ____ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1-1/2" LATERAL 4"X3" REDUCER 1 1 1 1 1 1 1 1-1/2" LITERAL 1 j 3"X3"X3" TEE 4" FLUSHINS CONNECTION 1L1/4" LATERAL I p I 1 1 1 1 1 1 1 1 1 1 1 I 1 I Z 1 1 „ 1 1 1 #EXISTING WATER 1-1/2 LA RAL SERVICE *EXISTING S.DIP ERVICE I I I I I I I I I I I I I I I I I I 1 380 - ----- ----+ ----- ----- t---- ----- - - - ----- ----- -- -r ----- --- - r--- ----- -+--- ----- --t-- ----- ---ti- ----- ----- ----- --- ---- -- -- - ---r- ----- --- t - -- ----- -- ----- ---- ---- -- --- - ----- r--- --- 380 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4" DRll HOPE LPSS BY DIRECTIONAL DRILL 1 1 1 1 1 1 I I I I I I I I 1 z 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00 1 1 1 1 1 1 - ----- ----+ ----- ---— ---- ----- - --- ----- --- I ---- ----- - I --- - �I- ----- ----- I - ----- ----+I - I ---- -- ----- ---1-- --- ---- ----- -+--- ---- o -- ----- ----I- I ' I I I I I I I I I I I m I I I I I I I I I I a I I I I I I I I I I I o *EXISTING WATER LINE AND SERVICES ARE 7' TO 8' DEEP OM R-PP2 a I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 m 370 1 1 1 1 370 A10+00 A11+00 Al2+00 A13+00 A14+00 A15+00 A16+00 A17+00 A18+00 A19+00 A20+00 A20+50 0 :CORD DRAWINGS KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT IS CORINTH ROAD - ALIGNMENT A P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE 1 EDUCATION LAW. NOTES: OF Nrc © PLAN/PROFILE 0 1. ALIGNMENTOF LOW PRESSURE SEWER LINE WAS INSTALLED PERORIGINAL DESIGN LOCATION, zola UNLESS NOTED. �,`p ���YN C' SF 0Q� �3 C.T. MALE ASSOCIATES TOWN OF QUEENSBURY Y y ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY a REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOTAN AS-BUILT SURVEY PLAN. n W w to © CHECKED JRE C.T. MALE ASSOCIATES PP2 08086535 ttl� e PROJ. NO : 17.7736 Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. ^APM��- o -`S��My ® SCALE AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 I /� II ll II ILaI I SHEET 5 OF 21 Q9 DATE : 05/21/18 518.786.7400 * FAX 518.786.7299 1-�UL�TJI DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 0 I o N V) 3 I f F o Z I I I I z Q I I a w 5 � � I J I I I I LL Lends Now or Farmer/y of I j1 \�� I I I = I 0 Jarvis 0_*yR.&Jarvis Melynda L. I C Q o 309.73-7-2 _ y Q V Loads Now or Formerly of Z Lands Now or Farmer/ of Z O D F Lords Now or Formerly of Lands Now or Former/ of ITI e Q y F a_ Lands Now or Farmer/y of Lands Now or Formerly of y Lands Now or Former/ of "Q I de; Ikms Wl&m4 BetnardL&Willa'n4 BemardD. Bell,Ivea C.&Be Cmd 7 I 7He 0o 60!m CoRlc. 2— y S6eRe . ITI Y • Wood K1-36 C a1 I I 3'SrePaa 1 6Y YanN AtlRem&Wt BetnatdD. I 309.13-1-50 3 30913-1-1 ti ZZ WlnalOW To6n&WIDSlow,Linda C� 309.93-1-60 N 309.13-1-72 aCC I O G i'� 309.13-1-51 © i HwA"CRAB PLE 'L C1' 1 / EP O 14'CHERRY ` 3'MAPI£ 3'MAP �� �- \ m PSi ISOS FO 24 1NAPPLE (I (( i fT O I pSpHpLT PST ° \� O , .- ' 5 P NO PA RECCRD RE y J 16CHERRY —.NO PARKING" I —� 4 6 WHOP• / PST�RFAQY , `STTRE garr�l J �aa5- 5 YMA LE STOP, 4( / 'SPROCE RE -GBH �� HJEL _ OHW OHW r i srREET' r PST �I 4RF cRave�, W W Cl - ON No FRUw o- HW OH ssws war W NW MB MB STRIPING I CORINTH RD STRIPING FACE OF CURB - 3 xO STRIPING FACE OF CURB CORINTH RD A20+00 A21+00 COUNTY ROUTE 28 a" SDR 11 HOPE LPSS A9PM ASPHALT IIJ EDGE OF COUNTY ROUTE 28 �A 2 +.Q D ASPHALT 5 7 //� \j S S I ��^^ W \�� RLT �_ ASPHALT TU /- 0AQVET ` ✓ � l ( V �1 es� :11 .' d i � \ ' F1z`cE , � — \ , 4' ING Lerds Alaw or Formerly of � BENCHMARK A" EoAL CONNECTION f _ ya'sPRUCE O Ca !YRmlEsftkDevelopm tClrmrp Lends Now or Formerly of SPK UTP ZZ I 309.13-2-31.113 NDCRWtyLLC ELEV.=386.09 1-1/2" CURB VALVE Lands Now or Formerly of a Ch N M 309.13-2-30 AND LATERAL I ADCRVB101LLC I 0- a La- W Lords Now or Formerly of I I 309.13-2-28 I I ZI Z Z Z TIE NEW 4" HOPE LPSS TO J� J 1"1 EXISTING 4" HOPE END CAP YayoelMoa6e7nc. J J 30973-2-2F 2 2 22 Ulu Q Q xx I I PLAN AND PROFILE 1 A CORINTH RD pp3 SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE I I I I I I I I I I I I i I I I I I I I I I I 400 ____ _____ _1___ _____ __ _ __ ---- ----- ----- ---L- ----- ----L ----- ----- 1---- ----- -J--- ----- ---I-- ----- ----I- ----- -----L---- ----- -L--- ----- -- - ----- ------- 400 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ____ _____ _1___ _____ ___ _1- --- ----- --1--- ----- ---L- ----- ----1 ----- ----- 1---- ----- -J___ _____ __J-- ----- ----1- ----- -----L---- ----- -L--- ----- --1 _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I rEXISTING GRADE I I I I I I I I I I EXISTING GRADE I I EXISTING G I W I I I I I I I TY I I I I CROOSSISSI NG I \\I I > I I I I I I I 0 EXISTING WATER 0 flHSiiNfiitlkTflF SERVICE I z ^^^^ 1-1 " LATERAL AIR RELIEF VA WE �E1 1 g 1 -_._.___ WATER II I II I I I tI ^^. 3$0 r- ----- -- r -- yI--- ----- ---I I ---r---- - - SERSyI-- -- ----- --+II ----- ----- 380 I 1 4"DR11 HDPEILPSS BY DIRECTIONAL DRILL EXISTING EIVRR ICE z I IL- I ):Xy57TNG WATER I I I I I I I I I I I 01 1 1 1 1 =71 1 00 1 1 SERVICE 1 1 1 4" FLUSHING CONNECTION .4 EXISTING WATER I I I " I I SERVICE I I TIE NEW 4" HOPE LPSS TO ., ____ _____ _ ___ _____ __ __ _____ _____ ___ _____ _____ _____ ___ _ _____ ____+ _____ _____ y____ _____ _-4___ _____ _ ___ ____I_ _____ ____ ___ _____ _�-EXISTHJ64"{iDPE{iNPC-AP__ __ 0 I I I I I I I I I I I N w p a UI Z M W + D aI I I I I I I I I IU11 F V) V) a I I I I I I I I E 370 370 0 A20+50 A21+00 A22+00 A23+00 A24+00 A25+00 A26+00 A27+00 A27+50 a RFCORD DRAWINGS KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT ALTERATION OR CORINTH ROAD - ALIGNMENT A P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE NOTES: 1 EDUCATIONLAW. PLAN/PROFILE 0 1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, .�PHN� o Q C.T. M®EASSOCIATES TOWN OF QUEENSBURY UNLESS NOTED. Gj �� F P� Y p ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT w 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND r © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY a REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOTAN AS-BUILT SURVEY PLAN. n W w © CHECKED JRE C.T. MALE ASSOCIATES I��I ��� P P 3 J ��/��� �86538 yF,2' a PROJ. NO 17.7736 Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. �M�U P ^n�� o �� ® SCALE AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 I /� II ll II ILaI I SHEET 6 OF 21 Q9 DATE : 05/21/18 516.766.7aoo * FAX 518.786.7299 1-�UL�TJI DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 C. "STOP. \ -STOP I \ III I / U 1 I m 0 of g it If ` 1 TRANSFORMER w �z a'Bwcrc elrecn 1 1-1/4"CURB VALVE 1-1/4" CURB VALVE 10 a a AND LATERAL I AND LATERAL BENCHMARK Elf c a \ ASPHALT X-CU I BOLT w _ "SIGNWORKS" 519 iRF / a .A 3 SIGNPOST ELEV=38Z7o 3 N t 1 I \ 62 Q �W EDGE OF p C aD B8+OO \ / u � 1 ` ASPHAtF- tOO (7 A,2"0IEI]i bs _ _ KEY m DRY WE 1 w HALT CAaHEA LrsuRFacE) uE g9*OQ a 1 �_ 4"BLACK BIRCH Londs No ar Formery of UE N w �� V 0 W Hud"HeedweterHealtb N¢1wwk „o "e'M}APLE rst o� — _J— �_ 54—i/ i P.iz tmP hies \ k �--�� v L ,= O i d 308.16 -23r, `S_�J� a —'N A:�2cMP I:3is2 gcjt00 UE — �m^'� 165•�' AND4LATERAL F:4'LM " CURB VALVE \ 1' QQbL/ s A P Z y U 1 -' WW 0 Iai9] \ VEL Q oorer WELLRI ATE P', pp ° EDGE OF B4t LJ G-$ 1 Q AH' ASPHALT Z RIVATE V V O \ _senwPLL-, rr'v" PR BYR T _� t()O P Q� / 1 g3 eccoao x /� "A-1 iREEWORK" N 3 \)/' \ � E12'CMP Id ILL U _ ' ° CO — DRY WELL139] ORY wELL \ "srREET' �-� B OQ ° UE DRY WEL laoa GAS AND ELECTRIC LOCATED Q stop ° Y Kp "n w[u OFF ROADWAY. UTILITY �'- tC'.YH"PE 1379.5 H12%3MP I:LiRs RECORDCOMPANY LOCATIONI NG CATION NOT CORRECT AS 1 2" DR11 HOPE LPSS FIELD VERIFIED. EDGE OF 2 FLUSHING ciR \ / 2" DR11 HOPE LPSS 1 � G � ASPHALT �oeD " / pECORD UE \ \ — ; = B CONNECTION I(ON093�' \ -30MPH' X00 O — N "ADOPT A "JW 50 HIGHWAY" 1 � w y 'N4I g O Londs Now or Formerly of W y Cam f PITH o4 RobwtL. 1 1 / AESOGp OF Wf = 328.16-2-4.1 AMA u - d \ ASPO T N o U°C Xal d p 1 i� W I iV � z 1'I � O a 7-t+ To, LOCUST W VE 1 / Aryp CURB VAT. \¢ = = TER9l 'A, E CENTER screvlcE CErvTEre vE U O (� U Lands Now or Formerly of 1 " 0 \ Q'Q Pak MRnbet'tL BAR SCALE —= \ II \ II N �I JOB,16-2-41 I L 40 0 20 40 80 z"FLU CONm�SNIryG_ PLAN AND PROFILE finch = 40 ft. 1 B CAREY RD pp4 SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE 400 - ----- ----- ----- ---- ----- -�-- -- ----- ----- - --- ----- -- -- ----- --- - ----- ---- ----- --- ----- ----- ----- --- - ----- ---- ----- ----- �-- -- -- -- ----- ----- ----- ----- ----- ----- -�--- -�-- 400 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _____ _____ L---- ----- -1--- ----- --J-- ----- ----- ----- ----- ----- ----- -L--- ----- --L-- ----- ---- - ----- ----_1 ----- ----- J---- ----- --I--- ----- ---L- ----- ----L ----- ----- 1---- ----- -- --- ----- --J-- ----- ----I- ----- -----I----- ----- -L___ _____ __1__ _____ ___1_ _____ _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _____ _____ ____ _____ _ ___ _____ __ __ _____ ____1_ _____ _____1_____ _____ _1____ _____ __ __ _____ ___ _ _____ ____ _____ _____ _1____ _____ __1___ _____ ___1__ _____ ____ _____ _____ ____ _____ _ ___ _____ _____ _____ _____ _____ _____ _____ _____ _L___ _____ __�__ _____ ___�_ _____ ____ 390 I I I I I I I I I I I I I I I I I I I I I 390 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 rEXISTING GRADE _ — � — EXISTING GRADE I I I I I _____ _____ — — — — a-- — — T=_I _ — T____ _____ _T___ _____ _____ _____ ____I_ _____ I-" - - -C- - _ T T _ ,- - _ ---i___ _____ ___r_ ____ ____r _____ _____ T____ ___,—T—� - - - ,— ____ ____I_ _____ _____I____ _____ _T T T- - _ — L — — — I I I I I I - - - T — I I � � � I I I I I I I - - - - -4 - - _ I I � I- - I EXISTING GAS \ CROSSING T J CC J J CROSSING I I I I I I I I I I I I LU I I I I I I I I I EXISTING IT CAP O 2" FLUSHING CONNECTION V I I I I I I I EXISTING 12'CMP I I I1 Z {HSSNG-UH I1 I I I I I EXISTING 12"CMP ��s��,N, � 1_1/4" LATERAL 3$0 ----- -- 1 - 1 1-1/4" LATERAL ---- ----- ----- -r - 1 r I I I I1 r--- ----- --r-- ----- ---1- ----- ------ 380 2" DR11 HOPE LPSS BY DIRECTIO AL DRIL 1 1 1 1 1 1 1 1 1 1 z 1-1/4" LATERALI - _ I I I I I m I I I I I I I I I I I 00 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r, 0 1 1 1 1 1 1 1 1 1 1 W I I I I I I I I I I m I I I I I I I I I I 9- 0 K DRY I I I I I I I I I I I DRY 370 370 BO+00 B1+00 B2+00 B3+00 B4+00 B5+00 B6+00 B7+00 B8+00 B9+00 B10+00 B11+00 0 DRY CORD DRAWINGS KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT ALTERATION OR CAREY RD AND NATIVE RD - ALIGNMENT B ^ P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE DRY1 EDUCATIONLAW. PLAN/PROFILE �F N£ 10/30/18 © CAREY ROAD WEST ALIGNMENT SMW KCS JRE o NOTES: .��f. 1. m 2018 N �. sF op Q C.T. MALE ASSOCIATES TOWN OF QUEENSBURY Y 1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, ®UNLESS NOTED. DESIGNED: KCS CAREY ROAD SEWER DISTRICT y © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY z 2. INFORMATION PRESENTED THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND W CHECKED JRE C T MALE ASSOCIATES P P4 u, REPRESENTS THE INSTALLEDD CONDITIONS AS OBSERVED. THIS IS NOT AN AS-BUILT SURVEY PLAN. p7-_0�8653-$�p ttl� e PROJ. NO 17.7736 Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. WE o _`S��My ® SCALE AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 SHEET 7 OF 21 Q9 DATE : 05/21/18 518.786.7400 * FAX 518.786.7299 t�����Z•Jl DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 / BENCHMARK SEWER INTERSECTION OF CAREY ROAD LANE AND NATIVE LANE X-CUT BOL T TO BE INSTALLED BY OPEN CUT. ELEV.=38Z 42 0 o Lon ds Now or FormeAy of � �y1 �Q'Q,Ye r � � � K Carey,William&Carey,May / `Pa'8�,7 gq NE w 30620-1-3 3 N Do J 2:10'PIN� / F -- J \ 'NEPSI EDGE LT \ (7 y\ DEuvE"r" ASPHALT \ 0 oD AY 0\ EDGE OF 45° BEND$ HIGHWAY" b0j3b Q El PUMP / i� ASPHAL / _ \ C) Qr. Q 1-1/4" CURB VALVE //J O / q \ QQ / I AND LATERAL / / �x0 JE larowka'Pw \ n j o \ GAS AND ELECTRIC LOCATED OFF ROADWAY. RECORD DRAWING LOCATION Loads Now or Farmerfy of � / NOT CORRECT AS FIELD VERIFIED. NortheaatPowerRealry,LLC 10'PI n� ; I /// / O O ASPHALT 30B 20-1-6 1D"PIN �Y�/� \ 10"PIN OP 1-1/4"CURB VALVE / / GP P500 AND LATERAL SJR / f� 7 1-1/4"CURB VALVE \ AND LATERAL k0(� @.T px -tgs� Loads Now or Farmer/y of e.I2tMa I.M. �'�,500 // /' DLfCH /-/ pp Waaeo�Washington CouatylDA a L°nds Now °r Former/y of 3a82a-1-2 / / Nmthea0A7;P rRealty,LLC \ 30B.20-1-6 EDGE OF LT 41 EDGE OF \ P"43 aP�T m 8, / / AIR RELIEF VALVE / ,� ASPHALT 1 AND CURB VALVE G-e CIRF p w \ ASPHALT easel / / yo4 /DRll HOPE LPSS 2" DRll HOPE LPSS EDGE OF AS 12+ �55� 0o 9 O BS3+ I. ITC ASPHALT / D C 1 m / ASPHALT � EDGE OF 08093tl U "NEPSI \ � R�T� ' DELIVERY" ' 9:12'CMP 1:3BO.B A'1TCMP I]J].4 w �\ � h� \ / 1-1/4"CURB VALVE "m weu " � 7 BENCHMARK X-CUT HYD \ AND LATERAL \ BAR SCALE ELEV.=383.55 \ 40 0 20 40 80 2 2 FLUSHING " FLUSHING CONNECTION CONNECTION 308,20-1-35 \ 1 inch = 40 ft. Loads Now, or Former/y of 2" END CAP PLAN AND PROFILE 1 B CAREY RD Clay,William&Carey,May \ pps SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE 400 ----- -L--- ----- --1-- ----- --- ----- ----- -____ _____ _____ _____ ___L- ----- ----1 ----- ----- 1---- ----- -J--- ----- --J-- ----- ----- ----- -----L---- ----- -L--- ----- --1-- ----- ---J- ----- ----J----- ----- ----- ----- --L-- ----- ---L- ----- ----1 ----- ----- 1---- ----- -J___ _____ __ 400 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ____ _____ _L--- ----- --L-- ----- ---1- ----- ---- - ----- ----- -I---- ----- --I--- ----- ---L- ----- ----L ----- ----- 1---- ----- -- --- ----- --J-- ----- ----I- ----- ----- _---- ----- -L--- ----- --1-- ----- ---- - ----- ----J----- ----- -I---- ----- --I_-- ----- ---L- ----- ----1 ----- ----- - ---- ----- -J___ ____ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 390 390 ---- ----- -,---- ----- ----- ----- ---;- ----- ----; ----- ----- -,---- ----- --,--- ----- ---,-- ----- ----- ----- ----- ;---- ----- -;--- ----- ---,-- ----- ----,- ----- -----,----- ----- ----- ----- --;-- ----- ---;- ----- -----,----- ----- -,---- ----- --,--- ----- ----- ----- ----; ----- ----- ---- ----- ----- ----- -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I EXISTIN GRADE 1I — _ L — i - - - —I — — — I I I I I I I I I I I I - - -1 ____ _1 ___ _____ __1 AIR RELIEF VALVE 1 1 1 -__ -- _ - -_ --_-_ _-- J:xisnNGJ:LEm+i[_ ----- ---- ----- ----- - - — — _ �_� T__ _____ ___T_ _____ _____ __�_ I_ r_ T____ _____ _,___ _____ ___I_ __ _____ _T T ,_____ _____ _____ _____ __I__ _____ ___T T T CROSSING EXISTING f.RADE I I I I I I I I EXISTING ELECTRIC I I I I I -1-lj4- 6kTERA6 1 2"450 BEND 4r — — I I I I I I I I I I I I I i J — T- _ 1 2"450 BEND I 1 9 1 1 1 1 1 1 I I EXIISTMG WATER U POSTING 12"HOPE I I I I I SERVICE_ 3$0 ---- ----- -r-- --- --7 ----- ----- -1---- ----- --1--- ---- -r- --- - ----r ----- ----- T---- --3"DRil - ---1-- ----- - ----- -----r---- ----- -r--- ----- --t- ---� - -- - - 1---- ----- --r-- ----- ---r- ----- ----T ----- ----- 7---- ----- -7--- ----- -- 380 1 1 Hj DPE LPSS 1 -- LATERAL BY DIRECTIONAL DRILL /4" LATERAL 1 1 1 1 1 1 1-1/4 1 1 1 1 1 1 1 1 1 1 1 1 " LATERAL I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1-1/4" LATERAL, 1-1/4" LATERAL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2" FLUSHING I I I I I I I I 1 I I I I I CONNECTION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ---- ----- - --- ----- --+-- ----- ---4- ----- ---- -1 ----- ----- -1---- ----- --1--- ----- --- -- ----- ----T --- ---- +---- -1-- ----- ----1- ----- ----- - ---- ----- -}--- ----- --+-- ----� - - ---- -1----- ----- -1---- ----- --1--- ----- --- - ----- ----+ ----- - -- - ---- o 2 FLUS ING CONNECTION 00 W Tn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2" HDPE END CAP 1� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1z 0 a IW N ID N a' m I� N m 370 370 B11+00 B12+00 B13+00 B14+00 B15+00 B16+00 B17+00 B18+00 B19+00 B20+00 B21+00 B22+00 B23+00 0 a RECORD DRAWINGS U KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT ALTERATION OR CAREY RD AND NATIVE RD - ALIGNMENT B P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. PLAN/PROFILE NOTES: 1 QF NF(�, 10/30/18 © CAREY ROAD WEST ALIGNMENT SMW KCS JRE ® 2018 1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, �Q��{t�H C• S �O C.T. MALE ASSOCIATES TOWN OF QUEENSBURY Y UNLESS NOTED. F �� p ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND r © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY z REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOT AN AS-BUILT SURVEY PLAN. CHECKED JRE C T MALE ASSOCIATES P P5 p@6538 F2� a PROJ. NO 17.7736 Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. FTIMi�� P ® SCALE : AS NOTED �� /�� 'q' SHEET 8 OF 21 p '��V 50 CENTURY HILL DRIVE, LATHAM, NY 12110 UL� Q9 DATE : OS/21/18 518.786.7400 * FAX 518.786.7299 DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 309.73-1-1 Ul TT/e COntore o G EL Q 1 Lands Now o� erly of 7 Q 1 - --�\�/ �— w 5 On N � 1 = 1 Lands Naw or Formerly of / a' / 1 CereyRmlFu&feDevefopmenfGmLp l / OYJ O NorIh"ySeffStofage LLC 309.13-2-31.111 / �O� N Lon ds Now or 31. of 1 Q Pd, 309.13-2-31.112 112 w O 3 2" FLUSHING 1 o CONNECTION / LL C ands Now or Formes/y of 1 2" DR11 HDPE LPSS 1-1/4"CURB VALVE / ° Corey Reol Estate Deve/epmen( Group 1 .u� LATERAL p 3"X 4" REDUCER 309.73-2-31.773 / a 0 j ZO 2"X 3" REDUCER / — S V S �� ELEC 1273 / EDGE OF , j 3"x3"x3"TEE � � ' j \ ASPHALT \ 1-1/4"CURB VALVE ��A n ; \ 1 AND LATERAL -` -eeE' iT��i \ !_ S 4' 7,�'1 — — Q�/ T. � � 6' Q Q 1 ELEC 3a9.13-1-1 � j U � / �C/ Q L onUS'- �{eF 6•Q ry of \ 3" DR11 HDPE LPSS i / / \ \� ,44 J / CARE suRFA�e� � / — — ��oa��a �� ��� �l 4 450 BENDS IS Q• 1 NEC DEFLECT AS 3 \ reanLTr. c'^ NECESSARY) \ °� G 10 ' =— \j.j2 OR" �' BENCHMARK �N 0 ,� a - - ���' o N X-CUT HYD u �'i ELEV=388.89 G EDGE OF \ 9 ASPHALT ¢ / �ioP" `S _2 '1\ I z"D 1-1/4 CURB VALVE 1� \ \ O, o Rll HDPE LPSS C^ ASPHALT AND LATERAL \'3b �. q t� 1/4 REY RD m / \ s \ 1ND LATER9LVALVE I f pIACE — Lads v PHALi SU'° C 6- REcoRo n Naw Fo or rmerly o areN ELEC Hudson HeadwekrsHeell6 Network \ M REooR 309.13-2-3L2 p EDGE OF .�P. 1-1/4"CURB VALVE \ \ \ AND LATERAL / ASPHALT \ \ 9 8 th •'somPn^ PHALT If 3 O DreivD-c If DITCH fg� SEWER A INTERSECTION OF 0 - THaD -t / \ \ CAREY ROAD AND NATIVE LANE a} HEALTH / \ TO BE INSTALLED BY OPEN CUT. ASPHA IGH a a`oeN CENTER'N�`O 'ADOPT 3grem BAR SCALE \ 40 0 20 40 80 � � 309.13-2-3L2 \ \ J J 1 inch = 40 ft. if \ Lands Na. or Formerly o7 3D8.1B-1-822 GRAIL44`III PLAN AND PROFILE \ ` tiq`rVLy I '1 1 1 C CAREY RD pp6 SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE 400 _. -- ----I- ----- -----I----- ----- -L--- ----- --L-- ----- ---- - ----- ---- - ----- ----- - ---- ----- --I--- ----- ---L- ----- ----L ----- ----- - ---- ----- - - --- ----- -- - . _ __L__ _____ ___ 400 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ____ _____ _ --- ----- -- -- ----- ----- ----- ----- ----- ----- -_--- ----- -- -- ----- --- - ----- ---- ----- ----- _---- ----- ----- ----- ---_- ----- ---- ----- ----- ---- ----- - --- ----- ___I_ _____ _____I_____ _____ _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 390 ------ ----- -;--- ----- --;-- ----- ----,- ----- -----,----- ----- -,---- ----- ----- ----- ---T- ----- ----; ----- ----- -,---- ----- --,--- ----- ---,-- ----- ----- ----- ----- T---- ----- -;--- ----- ---,-- ----- ----,- ----- -----,----- ----- ----- ----- ----- ----- --- 390 I I I I I I I I I I I I I I I I I I 1 EXISTING GRAD _ _ I — _ - - - F- — — — — —I - - t - - I_ - - - - - T I I I I - - - - _ _I EXISTING GRADE T — T l__ _____ 77_I_ _ — ___1__ _ _ _ 71 ____ _ ____ _ LLI _ ___ IXISTI G 12 CMP 1� I _ - - I I I I I I I I I I I I I C1 I I I I I I I I I I I I I I I I I I U I 1-1/4"I LATERAL I I I I 1 1 :2"" FLUSHING- I I z I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 EONNEGREIN I I I 1 EXISTING GAS I I I 1 " 1 )( IIEBUG3" ER 1 EXISTING 12'1CMR i I 2" DRII HDPE LPSS BY DIRECTIONAL DRILL - 3"45° BEND 1 1 1 1 1 1 1 1 1 3' DR11 HOPE LPSS BY DIRECTIONAL DRILL 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 I 1 1 1 1 1 1 1 380 - - ----- -t-).... ... .. ..... .... 1- -- ----- -r--- ----- -- - ---t- ----- -- - ---- -1---- ----- --1--- -- --- ---- -- - -t--- ----- --y-- ----- ----1- -- -1----- ----- -r--- --- - --r-- ----- --- 380 I I I I I I I I g I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3"460 BEND 1 1 1 1 1-1/4" LQITERAL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2"X 3" REDUCER 1 1 1 1 1 1 1 .-I 1-14 LATERAL 2" FLUSHING 1 1 1 1 1 1 1 1 1 1 1 CONNECTION 1 1 1 1 1 1 1 1 1 1 1 1-1/4" LATERA( 1 1 1 1 1 1 1 m 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N I I I I I I I I I I I I I I I W I I I I I I I I I I I I I I I m a I I I I I I I I I I I I I I I I 0 K I I I I I I I I I I I I I I I I 370 370 0 CO+00 C1+00 C2+00 C3+00 C4+00 C5+00 C6+00 C7+00 C8+00 C9+00 C10+00 = CORD DRAWINGS KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT ALTERATION OR CAREY ROAD EAST - ALIGNMENT C P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE 1 EDUCATION LAW PLAN/PROFILE w NOTES: g 1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, SP 2018 �� YN C' S� f�,Q �3 C.T. M®EASSOCIATES TOWN OF QUEENSBURY Y UNLESS NOTED. y ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND n W © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY z REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOT AN AS-BUILT SURVEY PLAN. = e CHECKED JRE C.T. MALE ASSOCIATES P P6 1`4,L0 Cs LL 08653-5�p �Z PROJ. NO : 17.7736 Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. o $S1�My ® SCALE AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 I /� II ll II ILaI I SHEET 9 OF 21 Q9 DATE : 05/21/18 518.786.7aoo * FAX 518.786.7299 1-�UL�TJI DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 I / `\ I {O / I 4 Al Q \ U EnLEC 1273 � 4y / o 14 \ 1-1/4" CURB VALVE Londs Now or Formerly of AND LATERAL � w ®� S CareyReAIESWC Develupmrat CdVW Lands Now or Formerly of Q \� 309.13-2-31.1// Cit eyRealEstare Tmst I \ G-9 30917 1 1 2" DR11 HOPE LPSS n 2" DR11 HOPE LPSS J \\ 3 1-1/4" CURB VALVE \ o AND LATERAL _144.0' ° _� S 2j"� ' BAR SCALE U 2" FLUSH CONN€>CIION ,GtOf \ _ \ / i 5 ) 2" END' AP �\ CgREy� 1 inch = 40 ft. AIR RELEASE VALVE G-8 / 'p(ASPyAtr RD OTICH \ \ [. \\ A^ CU0.B VpVlypl \ \ / 3 DITCH I \ rrT � �yF M EDGE AT ASPHRLT � �� qsA FY S J — — — DnCH, 1-1/4"CURB VALVE \ S — �T EOF AND LATERAL l Carey,William&Carey Mary ke,p—Np�T 'h Londs Now or Formerly of B0 o qq Londs Now or Formerrp of 30820-7-3.1 a a\ /'\� `A EXIST. SEWER MH Molemeb USA Carp. �\ � j 1 308 20-1-3.2 y Lands Now or Former/ of J BENCHMARK 0do M m a� V '�b Hudson Headwatera Health Ne[worF 30 m X—CUT BOLT 309.93-2-31.92 \ \ 1-1/4" CURB VALVE . 9 / I AND LATERAL n Me\ ' EXIST. SEPTIC TANK / Lands Now or Formerly of / Wamm&Waabmgmn Ca tyMA a° 1 ft°c0 \ / 30820-1-2 PEwp0.o PLAN AND PROFILE } \ (� \ 1 C CAREY RD / � pp7 SCALE. HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE I I I I I I I I I I I I I I 400 _____ _____ L____ _____ _1___ _____ __1__ _____ ___ _ _____ _____ _____ _L___ _____ __L__ _____ ___1_ _____ ____1 _____ _____ J____ _____ _____ _____ ___I__ _____ __ __L__ _____ ___L_ _____ ____1 _____ _____ 400 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _____ _____ ____ _____ _ ___ _____ __ __ _____ _____ _____ _____ _____ _____ _____ _____ __ __ _____ ___ _ _____ ____ _____ _____ _____ _____ _____ _____ _____ _____ __ __ I __ _____ ___ I _ _____ ____ I _____ __ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E-XISTING_G RAIDE — — _ 390 ___ _____ _____ _____ _ ____ _ - --- ---T - ----- --- - ----- ---10� II -_-- ---_--- ----II -- ----= I — ----- ----- -I;---- ----- --I--- ----- ---I-- ----- -- -- I I - ----- ---- I ----- ----- 390 AIR RELEASE VALVE > 0 — —r — — IXISTING G E _ — — — — _ _ I I I I I U I I I I I I 1-1/4" LATERAL I I I I T T �__ __ _____ _____I____ ___ ___ __ _ _ _ _____ ____� ,____ _____ __I___ _____ ___I_ ___ _T_L —7_7 ____T I— I I I I I I I I I I I I swill I I I I I I I I I I I I ?"DRil HOPE LPSS BY bIRECTIONAL DRILL I I I I I I I I I I I I I I I I I I I I I I I I I 1-1/4" LATERAL 3$0 ------- ----- r---- ----- -rt--- ----- --4-- ----- ---y- ----- -----I----- ----- -r--- ----- --r-- ----- ---r- ----- ----- ----- ----- y--- 3=1T4'�OeTi=flAL-- ----- ---I-- --- --— ——--rt ----- ----- 380 I I I I I I I I I I I I I I I I I I I I I I I I I 1-1/41" LATERAL I I I I I I I I I I I I I I 2" FLUSHING CONNECTION I I I I I I I I I I I I I I I I I I I I I I I I I I I o, 2" HOPE END CAP Q w } N � U V) I I I I I I I I a I I I I I I I I 0 I I I I I I I I I I I I I I I I I I I I I I I I 370 370 C10+00 C11+00 C12+00 C13+00 C14+00 C15+00 C16+00 C17+00 C18+00 0 "Is CORD DRAWINGS KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT OR IS CAREY ROAD EAST - ALIGNMENT C P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE 1 EDUCATION LAW. PLAN/PROFILE wNOTES: 2018 g 1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, y,�P��ktYN C. SF r�Q� Q3 C.T. M®EASSOCIATES TOWN OF QUEENSBURY Y UNLESS NOTED. ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY W z REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOT AN AS-BUILT SURVEY PLAN. © CHECKED JRE C.T. MALE ASSOCIATES ��-)` ���I ��� P P 08653—a�A �'� a PROJ. NO 17.7736 Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. ^9UL=U o $�VM� ® SCALE AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 I /� I�I '®' I SHEET 10 OF 21 Q9 DATE : 05/21/18 518.786.7aoo * FAX 518.786.7299 1�� ��T•JI DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 w� wi 1 I QQ II { Londs Now or Formerly of D 0 I �I I / I ASPHRL� W c I d III MB I GROSS ELECTRIC D11TRR.STA7E97 I $ I w Lands Now or Form edy of �� M (7 I S I Cn�4 ❑ \\ I V GC � Lands Now or F�0 on��{v of 1 Sd UGC 27verGYicleW\ I DO or 2"X 2"X 2"TEE. NORTH OF TEE ADD Londs Now Farmer/y of 309.17-1-1Z2 I )L� I R�P QuaAerIRWAY,,LLC 2' DR11 HOPE LPSS 2"X 3" REDUCER. ) I 1-1/4"CURB VALVE 1-1/4"CURB VALVE \ LATERAL G-19 3O9n v. 1-1 00 / I asPNnLr �32. x x x x x _X a AND LATERAL g — �P I oaOJ � — C d 3 IDM an 3H 3!1 3f1 — oaoo3a Lands Now or Po,meAy of `� 33Si mr L1}cle LLC / J SILVER CIRCLE DITCH e� 2" FLUSH�NG CONNECTION \\ 309.17-l-lss Ip ='srreear EDGE OF EDGE LT I� f SILVER C CLE (0 DITCH ASPHALr SURFACE) ASPHALT \ ASPHALT 2" END CAP J I I (asvvaLrs FacE) � ,d m —M \ M I l� D O O Qa0]3a �� \ MH / �G / MP — ASP LT 1�- I BE r1 . M XCUT NAHOA TI-1/4"CURB \b LAMP POST 1-1/4"CURB VALVED. '� ELEV=386.63 — — — — // VALVE AND LATERAL `S eE O / AND LATERAL I I ELECTRIC BOX #10971 Londs Naw or Formerly of / ° / a a �q, I I PmiffHam wndDevelopmeatLLC C7 II III / B VALVE Z ILL Z AND //'�/ 3os.n-l-fe.3 1 1/ RLATERAL Londs Naw A Formerly U I U SilvcCirrleA.esociatrsLLC I I I I I I a s I jog.17-1-78.7 - I I I BAR SCALE NO SERVICE PROVIDED TO THIS PROPERTY 40 0 O \ 40 80 1 inch 40 ft. Lands Now ar F=,,ly of Parkerl7ammond Development LLC PLAN AND PROFILE 309.17-1-18.4 1 D SILVER CIRCLE ppg SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 390 __ _____ ___L_ ___ ----L ----- ----- 1---- ----- -J--- ----- -- - -- ----- ----I- ----- -----L---- ----- -L--- ----- --1-- ----- ---- - ----- ----- ----- ----- -I---- ----- --L-- ----- ---L--- ----- --1__ _____ ___1_ _____ ____J----- ----- -- 390 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Y' EXISTING GRADE L I I I I I EXISTING GRADE I I — — — — I4- - -- - --I EXISTING 8"DIP 1 —I WATER MAIN I I I — — _ I I L — 1 2" HOPE END ICAP _I— _ — — — -1 — — — — 21 FLUSHING CONNECTION 1 1 1 1 1 1 - - - - - - - _ _ _ — — — — — — 1 1 1 1 1 1 1 1 1 1 1 1 1 1 — 1 1 1 1 1 1 1 1 -- --- - ----- --- ----- ----- ----- ----- ----- ----- -- ----- ----- --- 1-14LATERAL ---- -- -- ----- 380 ----- ----- CTRIC ---- ----- ----- ----- ------- ----- ----- ----- --- W EXISTING ELECTRIC (CROSSING 1- /4" LATERAL 1 O V 1 1 1 1 1 1 1 1 1 1 1 1 z 1 1 1 1 1-1/4" LATERAL 1 1 1 1 1 1 1 1 1 g 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I LE) I I I I I I 1 1 1 1 2" DRll HOPE LPSS BY DIRECTIONAL DRILL 1 1 1 1 1 1 1 1 1 1 1 1 1-1/4" LATERAL - 1 1 1 1 1-1/4" LATER4 1 1 00 1 1 1 1 2" FLUSHING f ONNECTION 1 1 1 1 1 1 1 1 1 .i 1 1 1 1 1 1 ❑ L-1}4-LATERAL 1 1 1 w w 1 1 1 1 1 1 1 1 1 1 1 1 1 Zm 2" HLJPE END CAP 1 Z + I Ow I I I I I I I I I I I I I I m I I I I I I I I I I I I I I W F I I I I I I I I I I I I I I N to 370 -- ----- ---r- ----- ----r ----- ----- +---- ----- -y--- ----- -- -- ----- ----- ----- -----r---- ---- - - ----- ----y---- - --r-- ----- ---r--- ----- --+-- ----- ---Y- ----- ----y- - ----- 370 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 v 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I a 1 1 1 1 1 1 1 1 1 1 1 d 1 1 1 1 1 1 1 1 1 1 1 a 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I m 365 365 DO+00 D1+00 D2+00 D3+00 D4+00 D5+00 D6+00 D7+00 D8+00 D9+00 0 a RFCORD DRAWINGS KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT OR IS SILVER CIRCLE - ALIGNMENT D P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE 1 EDUCATION LAW. P LAN/PROFILE w NOTES: pF NFk, 1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, Gj� gY 2018 H O• SF SOP Q3 C.T. M®EASSOCIATES TOWN OF QUEENSBURY Y UNLESS NOTED. p ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT A W r © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY z 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND to, © P P8 J REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOTAN AS-BUILT SURVEY PLAN. ? CHECKED JRE C.T. MALE ASSOCIATES �86538 F,2' a PROJ. NO 17.7736 Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. WE�- P ^n�� o ��y ® SCALE AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 I /� II ll II III I SHEET 11 OF 21 Q9 DATE : 05/21/18 516.766.7400 * FAX 518.786.7299 1-�UL�TJI DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 0 Londs Now, or Formerly of P=110,Fran&). 309.13-2-4 UTILITY EASEMENTS, NOTE: 1 I EXISTING 10' PVC 1 LANDS OF PARILLO, FRANK J. I I I I — —SANITARY SEWER ET- 1. NO SERVICE LATERAL WILL BE PROVIDED TO � ,n I PROPERTIES ON THIS SHEET. 4' DIAMETER SMH TO CONNECT TO EXISTING SANITARY SEWER. / I I RIM = 384.00 EXIST. 10"INV THRU = 375.80t (CONTRACTOR TO FIELD VERIFY) I O� PROP. 3" INV = 376.63 w \ l nPPreaxiFwre PROP. OF Lords Now or 'Z E \ mArne SIGNAL LOOP DETECTOR Lands Naw or Former/y of Londs Now or FormeA of a 1 S e Y Londs Now or Farmer/y of Z Lands Now or Lands Now or I I Parkvlewat 111wadroga LLC Pa*wmvat Ticonderoga LLC w Par!//O,Fratfk✓. Formerly of Lords Now or Former/ of 309.13-2-10 I Formerly of 309.13-2-6 I .309.15 2-7 /' Lands Now or Formery of 309.13-2-70 LL G-13 Parillo,Fi kJ. I Padllo,Frank). I Parillo,FraokJ. I Pari9b,Hank). 309-13-2-5 ,r 309.13-2-8 309.73-2-9 309.13-2-2 0 b ro I �-�, I — — 0 Lends Now or For er/y J I .g 12' G-14 �Ij 'J wsPHur sYe 3" DRll HOPE LPSS / _ J — ASPHrLLT _ _ j Ell+( Co S G REC G RECORD G / G G ECDRD G G C"T'P� G G R:RD BIG BAY ROAD 3" FLUSHING EDGE OF BIG BAY ROAD BIG BAY ROAD EDGE OF /ASPHALT SURFACE) CONNECTION ASPHALT (ASPHALT SURFACE) (ASPHALT SURFACE) ASPHALT I RECORD _ — --`BE— — BENCHMARK ° o uE SP/KE NM85-1 -- 0 OHW [cam W MHO MHO MHOS NO WR — —✓ W _ W W W R W ELEV.=38524 ` —_ 3 3 �� 1 .� \ fie' x MHO \I� �H HQ MHO r OHNy' ❑ W r,.rYv W eD'sPeucE t 1 2 GMVEL �I\ f � 'M1" ISPHRLT ry �� T ASPHALT 12"PINE ASPHALT 0 At ASPHALT 11 I I I EXIST. VALVE / 3 3 3 I I \ I PER PDF Londs Now or Formerly of Londs Now or Former/y of Lands Now ar Londs Now or Londs Now or Formerly of Formery of Londs Now Lands Now or FormaAy of or Formerly of Carter Suk C6a I (A'arT'1/lP".SteVea A$CoarVllley JOma I y Bonale C.Former/ of Nortoa,BdWnx Cr�$��n King 309.13-2-15 x Wame�lrodaa Nnffi$ � 309.15-2-16 309.15—2-14 v v Cands Now or Former/ of 309-13-2-77 3 309.13-2-27 309.13 —20 309.13-2-19 Y Gna P Troy,LorreineD.&Troy,John P 309.13-2-78 Londs Now or Formerly of I I Sre"nSrS&'vC rP l O 309.13-2-25 I ° I I I =� O 3 Lods n Now or Formerly of 3 I Sw7tc6c0 LLC 1eL:ha 309.13-1-35 RE "W MATCH LINE PP9 REDD - M TCH LINE PP3 — — ao 0 BARS ao 80 PLAN AND PROFILE 1 E BIG BAY ROAD 1 inch = 40 ft. pp9 SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE I I I I I I I I I I I I I I I _____ _____ 1____ _ __J__ _____ ____I_ _____ _____L____ _____ _L___ _____ __1__ _____ ___1_ _____ ____J_____ _____ _I____ ____ _____ ___L_ _____ __ ___- _ _____ _J___ _____ ___I__ _____ ____I_ _____ _____ L____ _____ _L___ ____ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 390 ----- ----- '---- ----- -'--- ----- ---'-- ----- ----'- ----- -----'----- ----- ----- ----- --=-- ----- --- - ----- ----- ----- ----- ----- ---- ----- ----- ----- ----= ----- ---- --- --'--- ----- ---'-- ----- ----'- ----- ----- ----- ----- ----- ----- -- 390 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I rIX[SRNG GRADg I I NEW INSERTION MH I I I I I I I I I I I I I I I I I I __ RIM=384.00 EXIST. 10" INV THRUd375.801CONTRACTORITO FIELD VERIFY1__I__ _ EXISTING GRADS ---- - --- ----- -- -- ----- --- - ----- -----I_____ _ — __ _ _____ ____ _ _____ _____ ___ _____ ___ _ _____ _____ _ PROP. 3" INV-376.63 _ _ - ---- ----- ----- ----- ----- ----- ----- ----- ---- _ I I I I I I I- - - _ I J_ - - - I I I I I I I I I EXISTING ELECTRIC — — — EXISTINGISI7EXISTING ELECTRIC CROSSING w CROSSING I I 0 U z COSTING GAS--,,,, '—' I I SERVICE I I I I I �� I I I I � I I I I I I 380 T T——— ——--- - F----- ---— GF— ---- --T T -- ---- ----- --r r 3" DRTSHDPELPSSB`rDikECTiCNALCRILI-- - --- - ----- - -- r T 38O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I z I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXISTING WATER EXISTING iNATER W 3" ING SERVICE SLRVICE I I I I I I CONNENEg ION ----- ----- t---- ----- -y--- ----- ---I-- ----- ----I- ----- -----r---- ----- -r--- ----- --t-- ----- ---I- ----- ----y----- ----- -I---- ----- --r-- ----- ---r- ----- ----t ----- ----- Y---- ----- -y--- ----- ---I-- ----- ----I- ----- ----- r---- ----- -t--- ---- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I m I I I I I I I I I I I I I I I I I I I ----- ----- +---- ----- - --- ----- -- -- ----- ----- ----- ----- ---- ----- - --- ----- --+-- ----- --- - ----- ---- ----- ----- ----- ----- -- -- ----- --- - ----- ----+ ----- ----- ---- ----- - --- ----- ----- ----- ----- ----- ----- ---- ----- -+--- ----- -- 370 370 N I I I I I I I I I I I I I I I I I I I V) C 0 ur d 365 365 EO+00 E1+00 E2+00 E3+00 E4+00 E5+00 E6+00 E7+00 E8+00 E9+00 E10+00 0 a RECORD DRAWINGS KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT ALTERATION OR BIG BAY ROAD - ALIGNMENT E P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE ti 09/28/18 1 REVISE PP9/PP12 SMW KCS JRE EDUCATION LAW. PLAN/PROFILE 11/29/18 © RELOCATE INSERTION MH TO LANDS OF PERILLO SMW KCS JRE ® 2018 NOTES: y,�QktYN C. S� 0� Q C.T. MALE ASSOCIATES TOWN OF QUEENSBURY Y 1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, y ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT UNLESS NOTED. © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY A w 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND �7y Al CHECKED JRE C.T. MALE ASSOCIATES P P� J REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOTAN AS-BUILT SURVEY PLAN. `aiL Q 08653-a�A �'r e PRO). NO 17.7736 Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. o $�VM� ® SCALE AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 I /� II ll II ILaI I SHEET 12 OF 21 Q9 DATE : 05/21/18 518.786.7aoo * FAX 518.786.7299 1-�UL�TJI DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 I I � I 0 0 I I N I I I al a I Z UziPti z Z 3 J J J I � 2"X2"X2"TEE UI U I= Lands Now or Formerly of r H Londs Now or Formerly of 2"X 3" REDUCER INTERSTATE 87 I 0 z I z I INTERSTATE 87 v AIR RELIEF VALVE I I � Londs Now ar Former/y of 3" DRll HDPE LASS 2" FLUSHING CONNECTION %0 O IParkviewat Ticond�ga LLC 309.73-2-/0 3" FLUSHING CONNECTION — — — — — — — — — — — — G-16 2" DR11 HDPE LPSS I _ _ G 15— - E14+00 G aSPRA T i �12.+ S — _ —G ^REcoreo G S __G S E17+()D G UGC RECE 8+ 0 — — — — 1 +00 GG 0 � — �—REcoreO BIG BAY ROAD o RECORD �3+ _=EDGE OF G — — —� AS G - I �� � �[6E� ASPHAL I SURFACE OF BIG BAY ROAD ASPHALT _ _, 7 WWRD \ - W W —' _ W W — �g� EDGE LT W N=Ca ASPHALT (ASPHALT SURFACE) - R M p — — �— _ _ RECdW �r MiBaF UGC - GMV� U62� ASPHALT CBE A ® W F UG MAT \� ,C W OHNr° W MW m OMW GRAVE _x i'^`—'_�_ -/- k� H0� OrW OHVD- OHW aHW�\HW UG MHO IUGGC UGC �n ASPHALT CBE — ASPHALT I UG STP STOP' *G MHO MHO L MHO r MHO 7, ucc HO I BENCHMARK 'ilk p U XCUT NAHOA 0 g. RF — — — — — — I ELEV J89.17 W MATCH LINE PP10 I onds Now or Formerly of I I a b MATCH LINE PP8 r ASPHALT I 1-1/4"CURB CourviOe"Steven&Courvtlle,✓omn "'tZtgg I I a r 3 I AND 5q 3 I 309.13-2-14 Londs Now or Farmer/y of Londs Now Former/y of I o`� w' or I I a I Cook,David W. Hm ff David&Hamc]ZKates t' 309.13-2-77 C] 309.17-7-76 0/ I / o I o BAR SCALE \ `m' Ir- l Lands✓�No, I I 40 0 20 40 80 I 309.17- 40 ft.= PLAN AND PROFILE 1 inch I I I 1 E BIG BAY ROAD p I PP10 SCALE: HORZ. 1" = 40' I I AI II I I I VERT. 1" = 4' CROSS REFERENCE: NONE I I I I I I I I I I I I I I I I I I 1 .__ _____ ___1_ _____ ____-1 __ _1____ _____ __I_ ._L_ _____ ____L _____ _____ 1____ _____ _J___ _____ ___I__ _____ ____I_ _____ _____L____ _____ _L___ _____ __1 ._J_ _____ _____I_____ _____ _I____ _____ __L__ _____ ___L_ _ ' _____ __ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 390 --- ----- ----- ----- ---'- ----- ----- ----- ----- ----- ----- --'— - ---'—- ----- ----- ----- ----- ---- ----- -'-- ---'-- ----- ----'- ----- -----'----- ----- ----- ----- --'-- ----- ---'- ----- -----'----- ----- ----- ----- ----- ----- ------ - -- ----- ----- 390 I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXISTING GRAD IXISI"�NG q I I I I I I I I I I I I I I I I I I I — _ — J- - - - — I — - - I I I I I I I - - - _. — _I- - - - - - - - - - - - _ - - - - ♦— - - - - STING GAS EXISTING GAS Lu __-I _ __-__ __-_ I __-__ __-__ I ____ __-__ _ I-_ __ ___ ___ _____EXLS�NGGAS____ _a� __ _____ _____ _____ _____ _____ _____ ___ _ ___LROSSING__ _____ _____ _____ _____ _____ _____ _____ _____ _____ _LROSfiNG__ _ _____ _____ _____ _____ _____ _____ _____ _____ _____ __ 0 i z z i i i i i i i i i i i i i R RELIEF VALVE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 =0 3" DRll HDPE LASS BY DIRECTION1AL DRILL 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 " --- - Si212 pE LPSS BY DIRE - - --- - 380 380 r-- --- -- ----� 1---- --- - --1 r r ---- -1 1 r r r � 1---- 1 1 1 1 1 1 1 1 1 1 1 1 1 2"X 2"X 2"1 TEE 1 1 3" FLUSHING CTIONAL D 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RILL CONNECTION 1 2"X 3" EDUCER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 --- ----- --r-- ----- ---Y- ----- ----y----- ----- -1---- ----- --1--- ----- ---r- ----- ----r ----- ----- t---- ----- --i--- ----- ---1-- ----- ----1- ----- -----r---- ----- -r--- ----- --t-- ----- ---y- ----- -----1----- ----- -1---- ----- --r-- ----- ---r- ----- ----t ----- -- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i i 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 m 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N I I I I I I I I I I I I I I I W I I I I I I I I I I I I I I I m a I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I I K I I I I I I I I I I I I I I I m 365 365 E10+00 E11+00 E12+00 E13+00 E14+00 E15+00 E16+00 E17+00 E18+00 E19+00 E20+00 E20+50 0 a r�c ' CORD DRAWINGS KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT ALTERATION OR BIG BAY ROAD - ALIGNMENT E P.E. 086538 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE 1 EDUCATION LAW. PLAN/PROFILE w NOTES: .��®F �Ew�„ © ® 2018 1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, C.✓�PCN S� ofj Q3 C.T. MALE ASSOCIATES TOWN OF QUEENSBURY Y UNLESS NOTED. Q y � ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY E yt w REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOT AN AS-BUILT SURVEY PLAN. ?W e CHECKED JRE C.T. MALE ASSOCIATES p p 10 O v LL e65316 �F'�' PROJ. NO 17.7736 Engineering, Surveying,Architecture & Landscape Architecture, D.P.C. � �Es �� Al SCALE : AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 SHEET 13 OF 21 Q9 DATE : 05/21/18 518.786.7400 * FAX 518.786.7299 1-�ULTJI DWG. NO: 18-0201 XREFS: NONE PROJECT NUMBER: 17.7736 I m a C) + i ri o ZI Z �� I Q Q z 2" FLUSHING CONNECTIONI o Lon ds Now ar Former/y of EVTEPSTATE87 2" END CAP C) 2" FLUSHING CONNECTION — — — — — — — — — — _ _ _ _ — — _ _ _ _ G-17 2" DR11 HOPE LPSS _' `'`'.�v��.���✓.� -`-�`-�£e�` n_ ,,�uu ale G-18 CL1+ G ® �E9E� reE�RD � —G Ez -+�IO_ G p — —RECORD " + EDGE OF I o� 7 _ — — — — — — BIG BAY ROAD �P \ G R DRD G E30+21 EDGE OF EDGE OF ASPHALT MBm MB �,qE- __ pMM (ASPHALT SURFACE) �gE� ASPHALT ASPHALT SSE F W W _.� 7— — �_ — — RECOPm WX^lfl �..r� — — —�- �� — —LBE W COR W W �98f 13 aooM c o w w ASPHALT O 0 138 DOOM N \ HO orw ASPHALT GGSPHALT �FSE P \ —I9F— —� ^ �E C7 MHO MHO UGC 'f/ UG UGC o O HW OHW OHW i OHW `�F -- OHW OFIW OHW OHW OHW H �� I O�Qp O OF / IRF z � � )R y 24 � / \ 0 BENCHMARK � � � 1-1/4"CURBLV PSIGNOSTS coI ELEVR381 SPIKE 74 ASPHUT asPHALT �4,8� ASI AND I ATERA�i I I Lands Now or Formerly of I a 1-1/4" CURB VALVE BSPIKE NM75 A / O 7 I 399BigBayLLC NI I AND LATERAL ELEV=379.20 7 309,17— —)5.2 1-1/4"CURB VALVE I 'P IMEI K" I ��% O•� I I � I � Loads Now or Former/y of / R1/ AND LATERAL Lands Naw or Formerly of i 375BigBayLLC Lands Now or Former/y of TIES TO Cook,DaX'id W. 1-1/4" CURB VALVE I Lands Now or Former/y of 30g.17_7-78 I / AND LATERAL 395BIR77 7-7 LLC UMENT SIGN 3os.n-�-�4 h AND L CURB VALVE 309.17-/-/3. T 'PmP7 7-72 / ands Now or Former/y o AND LATERAL 309.17-1-12 399B{BBayLLC 309.17-1-ffi.1 I I I I I I I I I I 1 � I I BAR SCALE I I 1 I 40 0 20 40 80 I / PLAN AND PROFILE 1 inch = 40 ft. 1 E BIG BAY ROAD PPll SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE I I I I I I I I I I I I I I I I I I 1___ _____ __J_. ___I_ _____ _____I_____ _____ _L___ _____ __1__ _____ ___1_ _____ ____J_____ _____ - _____ _____ ___L_ _____ ____L _____ _____ 1____ _____ _J___ _____ ___I__ __- .I_ _____ _____L____ ______L _____ _____ 1___ ____ I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 390 ---- ----- -'--- ----- ---'-- ----- ----'- ----- -----'----- ----- - '---- ----- -- '--- ----- ---'- ----- -----'----- ----- -'---- ----- --'--- ----- ---'-- ----- ---- '- ----- ----- '---- ----- -'--- ----- ---'-- ----- ----'- ----- -----'----- ------- ----- ----- =--- ----- -- 390 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ IXISI7NG GRAPE 1_____ _____ _ ___ _____ __ __ _____ ___ _ _____ _____ _____ _____ _____ _____ _____ _____ ___ _ _____ ____ _____ _____ ____ _____ _ ___ _____ _____ _____ _____ _____ _____I_____ ______ _____ _____ ___ ____ I - - - � __ I I I I I I I I I I I I I I I I I —_ ______ I I I I I I I I I I I I I I I I — — — — _ — — —I— — — — — EXISTING G#DE - - - - - - L _ — _ _I I I I I r I I I I I I I I— — — — — -L — _ - - - - I EXISTING 36'CMP I I I I I I I I I I I r - - —I 1 1-1/4" LATERAL O A-- — — _ — — —I I 1-1f4" LATERAL I I 380 _T--- - -- ----- ----- - --r --- ----- -r- ----- --r -,----- ----- -1---- ----- ----- ----- ---r r 7 -,--- ----- ---I-- ---- ----- -----r---- ------r ----- ----- T--- ----- -- 380 I I I I I z I I I I I I I I I I I I I I 12: 1-1V4" LATERAL 1 1-1/4" LATERAL 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 2" DR111 HOPE LPSS BY DIRECTIONAL DRILL 1 1 ---- ----- - II --- ----- -- II-- ----- ----- ----- ---- � ---- ----- -rI --- ---- II - II - ----- -----II----- ----- -1I---- ----- - II--- ----- ---II - ----- ---- II ----- ----- ---- ----- --II--- ----- ---II II- ----- -----II ---- ---1--1/-4-t + " LI ATERAL -- ---- 1 1 1 1 1 2" FLUSHING CONNECTION 1 I I I I I I I I I I I I I I I I 2" HDPE END CAP p l� ZIo m wl+ lam 370 ---- ----- - --- ----- -- -- ----- ----1- ----- -----1----- ----- - ---- ----- --+-- ----- ---4- ----- ----- ---- ----- --1--- ----- --- -- ----- ----+ ---- - - --- ----- ----- ------ - ----- ----w� -- ----- -- 370 N w I I I I I I I I I I I I I V7 I I I I I I I I I I I I I K u, E 365 365 E20+50 E21+00 E22+00 E23+00 E24+00 E25+00 E26+00 E27+00 E28+00 E29+00 E30+00 E30+50 0 a RFCORD DRAWINGS KATHRYN C. SERRA 'o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITIUNAUTON TO DOCUM ENT BIG BAY ROAD - ALIGNMENT E LTERATION OR P.E. 086538 ADD ION TO THIS DOCUMENT IS A Q VIOLATION OF THE NEW YORK STATE EDUCATION LAW PLAN/PROFILE i NOTES: of; NFk, ° 1. ALIGNMENT OF LOW PRESSURE SEWER LINE WAS INSTALLED PER ORIGINAL DESIGN LOCATION, �CQ��g�N S r0 Q3 C.T. MA EASSOCIATES TOWN OF QUEENSBURY Y UNLESS NOTED. F �� 9 ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND / © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY z REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOT AN AS-BUILT SURVEY PLAN. =W © CHECKED • JRE C.T. MALE ASSOCIATES '� o �8653$ a PROJ. NO 17.7736 Engineering, Surveying,Architecture& Landscape Architecture, D.P.C. F/P R -�- PP11 � ^ ® SCALE : AS NOTED SHEET 14 OF 21 p 50 CENTURY HILL DRIVE, 518.78 , 72 12110 � /,\ ��I Ilt�l l DWG. No: 18-0201 p 518.786.7400 * FAX 518.786.7299 'TJ Qg DATE : 05/21/18 XREFS: NONE PROJECT NUMBER: 17.7736 NOTE: veto nve��"xve`9a1',� mua� uxY D�� oxP"� 3091¢ j 89 L 1. LPSS ON BIG BOOM ROAD SHALL BE o ead=waw� COMPLETED FIRST, BEFORE ALL OTHER WORK. w h Oead Book 3090 Poge »B yBw` � ^ � a T PorceL 30g 14_1_Bg2 R `L w teee wew o,F erb er z'N / °�AND DeedYJWNOP 0 90 page QT1�VSbD6Y18 0 (--7 /- I"Po,ceC 309.14-1-66.2&891Ce \ + Ga �`' 41' 0 cMVEL w EDGE OF iy Q GRPVEL '(4`•'t ASPHALT OAp °t R FARVINO h OM F3+00 Londs Now V Formerly f ,O BO / WARRBNCGUNTY 1 PE M _ >ox Po 1309�6�e Me11 1 Bl EDTRIC � i ¢ m �[ Q x / lP amctmTamr PANE r i[HIG 4y BOUX \ rr V �ev aeaw CONCRETE SIDEWALK PPRM�V� G-21 sroe ���A ezoeacaneanarrzcc \ � °push. new 450 BENDS � �\� oeee near aen P,,°es, T3CURB 4'x3" REDUCER � r�0 [/ 0 wA M � \ Nf � Londs Now or Farmer/y of 3" DRll HOPE LPSS Ii � � Big Boom Real[yLLC o � o 3" END CAP \ VALVE � `-'— wew el e1 INSTALLED JUST _ d� / yFYT' 3n or armer/ of a \ OFF THE MAIN Londs Now F �� 0 1 C aeE 41 BCUTHBO CONNECTION RK �BigBoamRealryLLC FLUSHING ECTION ELEU=383.53 1 0 IEEE F9+00 _ — 4" DR11 HDPE LPSS qD �TSE— / F1Q�.OQ= S 2 1 <T ST Q� I a� 3 DR11 HDPE LPSS \ wpE S S " — \ Y — G OF �\ CONNECT 4" HOPE DRll TO EXISI�NG F � EDGE LT y. pE ASPHALT E SMH. REMOVE AND RESET GUARDRAIL S 1 ' ' AND PEDESTRIAN SIGNAL,AS NEE ED x O � Y J' o ,N , 1-1/2"CURB VALVE ��1L " Londs Now o, Former/y of oa' ° AND LATERAL I BigBoomReeltyLLC BAR SCALE Londs Now or Formerly of 40 0 20 40 80 309.14-1-86.11 AWGRMIFietg LLC x r ow' \ a �j 309.14-1-2 25 cP `� 1 inch = 40 ft. R0P� 01A G � PLAN AND PROFILE � ����o� �P � / C �\ GRAVEL 1 F BIG BOOM ROAD pp4 SCALE: HORZ. 1" = 40' VERT. 1" = 4' CROSS REFERENCE: NONE I I I I I I I I I I I I I I I I I I I _ _____ ____1 __ 1 _ _____ _J___ _____ __J_ __I_ . ___L____ _____ _L___ _____ __1__ _____ ___1_ _____ ____J_____ _____ _I____ _____ __L__ _____ ___L_ _____ ___ _1___ _____ __1__ _____ ___J_ _____ _____I_____ _____ _I____ _____ __L__ _____ ___L_ _____ ____1 _____ __ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 390 _ _____ ____L . __ i_ __ _____ _J___ _____ ___I__ _ _____ _____ _____L____ _____ _L___ _____ __1__ _____ ___1_ _____ _____ _____ _____ _____ _____ __L__ _____ ___L_ _____ ___ _1___ _____ __1__ _____ ___�_ _____ _____ _____ _____ _____ _____ __L__ _____ ___i_ _____ ____1 _____ _____ 390 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I * � I't m I I I I I I I I I I I I I I I I I I I I I v; _ _____ _____ ____ _____ _ ___ _____ _____ _____ _____ _____ _____ _____ _____ _ ___ _____ __ __ _____ ___ _ _____ _____ _____ _____ _____ _____ _____ _____ ___L_ _____ ___ _ ___ _____ __ __ _____ _____ _____ _____ _____ _____ _____ _____ __ __ _____ ___ _ _____ N 2 zm°D`a ^I I EXISTING GRADE r II xyd w W a — I 380 r r 7--- -- I-- -- I- r r �----- ----- -I---- ----- --r-- ----- ---r- -----�- -r--- ----- --� - — —————cr----I----- ----- -r——— ————— ——r r ————— ——— 380 EXISTING G E -- ram T — — — ` — _ — I— � 0 — T — - - _ —I I I I I _ rT- I I I I 0 r EXISTING I 1 — — — -4 — — — -F- — — --+ — — — — — Z SERVICE r EXISTING ELECIIRIC I I I I — / -II EXISTING WATER / DUCT BANK [ SERVICE I I I I I I I I I I I I I I I I I I I -r ----- -- 4°9B11�iBPEYPSS6- --- -- -- ----- ----- ----- -----r---- ----- -r--- ----- --t-- ----- --- - ----- ----7----- ----- ----- ----- --r-- ----- ---r- ----- -- -t-- ---- - ---- ---7- --- ----I --- ---- ---- --r- ---- ---r- --- ---7 ---- -o Y DIRECTIO NAL DRILL 1-1/2" LA�ERAL Z w 1 1 1 1 1 1 1 3" DR1 HDPE LPSS BY DIRECTIONAL DRILL 3"450 BEND 3"49° BEND 1 . .. I I I I I I I I I I I I I I I I I 3" FLUSHINGICONNECTIONw En 3" LATERAL 1 1 1 1 1 1 1 1 1 1 1 1 1 3"1 HOPE END CAP a 370 --- ----- ----+ ----- ----- +---- ----- - --- ----- -- -- ----- ----- ----- ----- ---- ----- -*--- ----- --+-- ----- --- - ----- ----- ----- ----- ----- ----- -- --- ----- ---r- ----- --- -+--- ----- -- -- ----- ---- - ----- ----- ----- ----- ----- ----- --r-- ----- ---+- ----- ----{1 ----- ----- 370 ^' 4"X 3" RED CER w 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I 1 a I I I I I I I I I I I I I I I I I I 1 I u, I I I I I I I I I I I I I I I I I a I I I I I I I I I I I I I I I I E 365 365 FO+00 F1+00 F2+00 F3+00 F4+00 F5+00 F6+00 F7+00 F8+00 F9+00 F10+00 F11+00 0 a RECORD DRAWINGS U KATHRYN C. SERRA o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO DOCUMENT IS BIG BOOM ROAD - ALIGNMENT F ^ P.E. 086538 ADD ION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE ^ 09/28/18 1 REVISEPP9/PP12 SMW KCS JRE EDUCATION LAW.NOTES: PLAN/PROFILE ��pF N�WY © ® 2018 a 1. ALIGNMENTOF LOW PRESSURE SEWER LINE WAS INSTALLED PERORIGINAL DESIGN LOCATION, ��P�2ktYN C S� 0 A3 C.T. MALE ASSOCIATES TOWN OF QUEENSBURY Y UNLESS NOTED. F y ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT 2. INFORMATION PRESENTED ON THIS RECORD DRAWING IS BASED UPON FIELD OBSERVATIONS AND © DRAFTED MFJ TOWN OF QUEENSBURY WARREN COUNTY, NY z REPRESENTS THE INSTALLED CONDITIONS AS OBSERVED. THIS IS NOT AN AS-BUILT SURVEY PLAN. W © CHECKED JRE C.T. MALE ASSOCIATES P P 2 p'�p-086535 t11� e PROJ. NO 17.7736 Engineering, Surveying,Architecture& Landscape Architecture, D.P.C. ^�n9^�- 3: -`S��My ® SCALE : AS NOTED 50 CENTURY HILL DRIVE, LATHAM, NY 12110 ' /� I�I '®' I SHEET 15 OF 21 O9 DATE : 05/21/18 518.786.7400 * FAX 518.786.7299 -V L� DWG. NO: 18-0201