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Final Plans i f . . II � :� -�, , // ; ---7 LANDS Tr/F 6 J t - ? ,:,.., t ICHARO SWEET 1 i i 1 ( ! - dt /,,: - - -` , TOWN OF QUEENSBURY PLANNING BOARD -^� L �_� _--- L; ul�� r;IuS LANDS N/f ? t 1'I \ ( _,.-s--'", IAELNLLE TRUST 9AEiBARR+STAID: ., r - 1. I,\\ 1x 3a8.15-2-14 ,- ,';!: i u,:,,.,rs r'L \ ; .s\) \ LAUDS N/F RESOLUTION APPROVE �,;',,. -- I_ ;/ e' _ I t --- I , T . I � •` 1 ,.'�\ y NALCION PROPERTIES,INC SUBDIVISION FINAL STAGE 5-2021 NATIVE •'DEVELOPMENT ASSOC•, LLC R;. � _ - %` ' I �. ))\I t\ ,i I SUBDIVISION TAX MAP ID; 308.20---1-9.2 / PROPERTY ADDRESS: 24 NATIVE .� 0 . � ''' /',`r �- } � „`` o N 071571ia,7i \ \ �\ \ QRIVE ZO aI it \ {' / NING: CLI 1,�___.. N 11617'40'E \ \ 46J:y5. \ !y /. ,'+ J v ----_---- t 7. W , �' io•snuff---- ,;�. ,/;;'%i��1/ /. ' A SU901VISION APPLICATION HAS BEEN MADE TO THE QUEENSBURY PLANNING 1. - VAO i h.. ' W "I I `T__/„„If I(I ( L-- BOARD FOR THE FOLLOWING: APPLICANT PROPOSES FIVE LOT SUBDIVISION WITH `� "' c , I 111 t IIB3.95' - - t - ,- i a 4 ,1. ! ,,,,, ! ROAD CONSTRUCTION FROM THE EXISTING NATIVE ROAD FROM CAREY ROAD. � t I „ __1 . - \ )IIIIItI` " 1 4F _ ., .� LOT 1 - 11.15 ACRES, LOT 2 1.86 ACRES, LOT 3 8.41 ACRES, I_OT 4 7,14 -- _ ) ,,,, ;; ,� ,:1t,... I,/ \ \\ .. ' '�:., I -"� -% -_ �70 0. - ACRES, LOT 5 - 3.77 ACRES, A ROAD OF 1.04 ACRES WITH A CUL-DE-SAC .. r , �_.. _ .__.,. i .� ) f ,\ ,\ �� .-I-,- C' - --- -� -38a�s-, atrU„r TO CONNECT TO THE EXISTING NATIVE DRIVE ROAD IS PROPOSED. THE PLANS _-�-o I , -z .3 - � " INCLUDE CONCEPTUAL BUILDING AND LOT DESIGN FOR EACH PARCEL, PROJECT ' ' III / o 8t7 ---- — — ER,IrL aau�"- f �� =1 ;. \ / gg. - - -_ . INCLUDES STORMWATER MANAGEMENT,. GRADING AND EROSION CONTROL. SITE q 1'! / \ -. '�`,.� ti- ,�`�.:61 1 "'- ._-`_ "`.—• ,tlll I,,..n.n.. (— fr �•�,, ' i I'� „ ��•--. . - � 1 . • �a. •.. -- ` _. "-- �'--, `. PLAN ':.'VIEW WILL BE REQUIRED FOR EACH PARCEL FOR FUTURE- .. •,', �.,, i�,, TX 309.20-1-17 _-"^mot- / % i'�8n" l., ,.. •. •� \,,'�,,. / ,�. : - j LANOS NIF �.. i 1 \3... ,:,�: .< ` \ `. ,�,1 / , DEVF`..t;``.BENT. THE EXISTING 117 000 SQ. FT. BUILDING ON LOT 1 15 TO »d----"'�"'"`-'T�' "' 1". CHRISYINE LQRETTA OARS /. 1` ,..��...... ��.. ..', \\ I ro>a / ,.. ' .,...,,.r• ` T • fI ,b�' f ''' r ', " ` , / - REMA;i. PURSUANT TO CHAPTER 183 OF THE ZONING ORDINANCE, SUBDIVISION k�, F�I,Ib,°:'a '` J ---� ` +�' / \\ I r '\ 6- / �. eo . " \ , 1 \ .,`\', } `` OF LAND SHALL BE SUBJECT TO PLANNING BOARD REVIEW AND APPROVAL. iRt �', \ \\, i - T t€saus / �RCIF,� LIGHT , -_. 'I �� I1�`1`1N \. \ / i I PURSUANT TO L (0,I) COM, •�•~~ _ , f� � " "/� 1, \,\ , /. ) RELEVANT SECTIONS OF THE TOWN OF QUEENSBURY ZONING �, � I /' � .y•o ,\ \\`,,' \"- LOT _. --- . CODE-CHAPTER A-183, THE PLANNING BOARD HAS DETERMINED THAT THIS �- CNT RE5lbEt4"' `S __` '" c ' i Tx Spa zc-I-3 6 4ATCRT , �; 38&- / 11.151 AC I W \, \o S ,It'I `,� ` ;) \ / 485,914t sF l I LANDS"N/F PROPOSAL SATISFIES THE REQUIREMENTS AS STATED IN THE ZONING CODE (wR) ~'� --- 7R,B ENTER.RISES,LLC , , �l �� \A 1 + , ,f /� " / / j f I;I 4 II II�>�l \) %/l/ `, I I THIS APPLICATION IS SUPPORTED WITH ALL DOCUMENT O U Ali k f11\I,111 1 I( ��I111 I '�= �.,;.,/ / } ( ATI N, PUBLIC COMMENT, �, ; ',, / i AND APPLICATION MATERIAL IN THE FILE OF RECORD, I i �� it , I,,1,�; ��IIILII Crr. _ems/ / ( �� I� f A �;�' r 1 i _ (I 1,",I ' \I,, i� � I, f I �' 1 I I 01_!�11 • MOTION TO APPROVE SUBDIVISION FINAL STAGE 6-2021 NATIVE DEVELOPMENT 1 I ; '�� ! if I\ i\\11\'i \ �� / �� ; I ASSOC., LLC, I r I1 LOT 3 ;;f { �ti` I \ \, \ LANDS N/F 1 € •(� - 8.41t AC ! tt I I'! /' t � 1`� \ �' NAT,VE DEVELOPMENT ASSOC., LLC }- r I (erg {�� ( � (�'`� �'g Ej 3s6,336t.sF . )1 I�Iff II I f I I III tI 1 L.5583. P.286 ' / ! f INTRODUCED BY gAVID DEEB WHO MOVED FOR ITS ADOPTION. O 1 V 1 1 'V t,....1 A�` I T E L C AT I O { }', f I �,. \ \ \ TM N 308.20-1-9.2 t I j ;, iI! 1 \ \ i et.e." , -w 11; I I \ \ \, \ TOTAL LAMP AREA1 I j I rr 1} THE REQUIREMENTS OF THE STATE ENVIRONMENTAL QUALITY ;,REVIEW ACT�, \ \ I,a53,64at S.F. !/ f I } I I ,4` � \ \ \4' , \ 33.373 ACRES \' J L7 LO 9u DrIIG I I' , HAVE BEEN CONSIDERED AND THE PLANNING BOARD HAS ADPTED A , , i 11 I }i \ , \ / �I <X_r I 1 Lr TI c rI70o0= sF TOWN OF QUEENSBURY PLANNING BOARD s i ,; i i I \ \ :` 2 n I STORY OFFICE/,VAR_n4J_E BGILDII;G SEQRA NEGATIVE / POSITIVE DECLARATION; AND !F THE APPLICATION IS A TX 308.20-1-iB z I ,�i } 1 `•, , t t'7 iG ¢a. f LANDS N/11 \ ! I iI I�`1Ii " \ >, \• \ \ I l I r>) i:, 1 1 MODIFICATION THE REQUIREMENTS OF THE STATE ENVtRONMEiJTAL QUALITY KENNET,i S H09TETlER I `) \ \ \ --< , },:LO,.G s a / ' SEQR RESOLUTION - GRANT NEGATIVE DECLARATION I D �iIaI�I0\\\ '1 \'A \\\,\t1`` \ \ l � ° "� `� ja FFE as ( ' g REVIEW ACT HAVE BEEN CONSIDERED, AND THE PROPOSED _` �_ _ ` ,t SUBDIVISION PRELIMINARY STAGE 5-2021 NATIVE DEVELOPMENT ASSOC. LLC i _'I 1 giI \ \ \i I \ ( MODIFICATIONS] DO NOT RESULT IN ANY NEW OR SIGNIFICAN`;LY \ \ \ \ ) f / TAX MAP ID: 30$.20-1 -9.2 / PROPERTY ADDRESS; 24 NATIVE DRIVE --� —384--. - „! I`,�,. ��1 i f r\\`�\��i,� ,�\, �� /� J \ / DIFFERENT ENVIRONMENTAL IMPACTS, AND, THEREFORE, NO FURTHER ZONING: CLI ��` ` -� \ \,, \ \:,`\\ \ ")\\\, \ \":\ \� Ts1 I J J I-i'l SEQRA REVIEW IS NECESSARY; f "' U„eu v. ,.�li ti - t 1 i,\�` ,\,";\\,\ ?�I�,�\i J ' I I( \ \ \ 1 ` /` ( I R ,-' 2) WAIVER REQUESTS GRANTED; SKETCH PLAN STAGE. THE APPLICANT PROPOSES A FIVE LOT SUBDIVISION WITH ROAD CONSTRUCTION - i \ \1\ \ \ \� \ 1 ( ` } / r s 3) SUBDIVISION PLAT TO BE FILED CONSISTENT WITH SECTION 183 17 FROM THE EXISTING NATIVE ROAD FROM CAREY ROAD, LOT 1 - 11.15 ACRES, it �'. \` - 1 1 i \\`\ , \ �\ t ii\,I1 1I I ( LH �1, � f ; }rl, 1 r `' \. SUBMISSION AND REVIEW PROCEDURES. LOT 2 - 1.86 ACRES, LOT 3 - 8.41 ACRES, LOT 4 - 7.14 ACRES, LOT 5 - 3.77 I e _, "I I �\\� \ \ ) \ \ I ` '\\i I m I \ � / '� t` 4) THE APPROVAL IS VALID FOR ONE (1) YEAR FROM THE DATE.OF ACRES, A ROAD OF 1.04 ACRES WITH A CUL-DE-SAC TO CONNECT TO THE �Il� �,�� `` � �/,�'j. ) I 1 1 \ i kI 11 I i � f ; /• � r` APPROVAL. APPLICANT IS RESPONSIBLE FOR REQUESTING AN EXTENSION EXISTING NATIVE DRIVE ROAD IS PROPOSED. THE PLANS INCLUDE CONCEPTUAL \` \ \ ' -_ ---- �a !f,, /' ./J1)/ I I,\M ITI(11 II II ( 1 ,/ � ( I � / OF APPROVAL BEFORE THE ONE (1) YEAR TIME FRAME HAS EXPIRED IF BUILDING AND LOT DESIGN FOR EACH PARCEL. PROJECT INCLUDES s �38 - _� ; , 41 / / )fI)fII)I) fI I I / �/ ,. /\ f b �"1.111 YOU HAVE NOT YET APPLIED FDR A BUILDING PERMIT (}R COMMENCED STORMWATER MANAGEMENT, GRADING AND EROSION CONTROL, SITE PLAN Tx 30B.20 1-S SIGNIFICANT SITE WORK. REVIEW WILL BE REQUIRED FOR EACH PARCEL FOR FUTURE DEVELOPMENT, 1'I-!E t `'� " a,um.m. , /' ,•/!. / f r .f ./- + LANDS N/F '` \ v` _.�_ / ( ( III (_ / I \ i' NORTHEAST POWER REALTY,LLC 5) THE LIMITS OF CLEARING WILL CONSTITUTE A NO'-CUT BUFFER ZONE, EXISTING 117,000 SQ. FT, BUILDING ON LOT 1 IS TO REMAIN. PURSUANT TO p Tx 315.-1-8.2 q A - ,_ LAIHpS IH/F `.. \ Naz7'. , �" __,_- .'`/ (e,/;:' �.. ,,. - - �nd•II;fff ( i �-/ �' ✓ ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED AROUND THESE CHAPTER 183 OF THE ZONING ORDINANCE, SUBDIVISION OF LAND SHALL BE FAITH.SALE CHURCH *� �•,, �� '•., ��`41B.�s - ',.I/ / -:.�/ ,.r•350, /•,1 '�' / '..ffl /3�6 )r I (; '� AREAS AND FIELD VERIFIED BY COMMUNITY DEVELOPMENT STAFF, SUBJECT TO PLANNING BOARD REVIEW AND,APPR.OVAL• s o, 1 \ __1 - �� :�`� I �'' / := � /' -'1 ,�/ / i"` rDRANTmas I ( v� 6) ENGINEERING SIGN-OFF REQUIRED PRIOR TO SIGNATURE OF PLANNING 3� \ "��+u l //1'/ ';'C/ '��j„ £cp arm BOARD CHAIRMAN. THE PLANNING BOARD HAS DETERMINED THAT THE PROPOSED PROJECT AND \ `--- _� _ /r f,' / , // /' /: � �� /---�v � + fj PLANNING BOARD ACTION IS SUBJECT TO REVIEW UNDER THE STATE �\ _ ---_, / /;,.,/, /I ,. ; • / 7) IF APPLICABLE, THE SANITARY SEWER CONNECTION PLAN MUST BE cm,c E.0 T,D00-GAILON ,/ `� y `. ," 1:, !/i / /','% / } I 'c' EX 7, 0-C ro9E i , 3 SUBMITTED TO THE WASTEWATER DEPARTMENT FOR ITS REVIEW ENVIRONMENTAL QUALITY REVIEW ACT; r1/� 'r, 1 � /it �'/,// / /',' `C 24275t2785 J/1/ \ 11• f /, , i, i'// � / ",///�', � ' '/ h V / - I ��, p� 'St"' w£D ! APPROVAL, PERMITTING AND INSPECTION; / y 1 ( /;,/l, ;,�>/,, / ;', I/, /,/.: r w I "'.1,..,, a:,. THE PROPOSED ACTION CONSIDERED BY THIS BOARD IS UNLISTED I E Ins>z1E2a21-3aooa68 ,t// I ,; // .// 'A a I� / ,,y - 8) IF CURB CUTS/ROAD DEDICATION ARE BEING PROPOSED, ADDED OR IN �. A '- . /,;i �'/1%! /'''`i' l l DEPARTMENT OF 'ENVIRONMENTAL CONSERVATION REGULATIONS I PL / �'/ ( ' l 11/I r'� T CHANGED TOWN HIGHWAY COORDINATION AND SIGN OFF ARE REQUIRED. M EMENTIi�lG 09/03/2021 09:02:27AM //f \ \ ' ` l THE STATE ENVIRONMENTAL QUALITY REVIEW ACT AND THE REGULATIONS OF 1 Pages i \ A \ / ��;'''/il'/ / /I/ /(�/l�/ ��/f \ l -`�� i 9) THE APPLICANT MUST SUBMIT A COPY OF THE FOLLOWING TO THE TOWN: 9 L.,5,I,� I � / /i, :' tV l rl iV / -A rs,Cgta I� y Q THE TOWN OF QUEENSBURY; MAP NOR) / r;*. , ' ` '/ )./ il( ap-./ // /. --.z "i , a) THE PROJECT NOI (NOTICE OF INTENT) FOR COVERAGE UNDER THE ., / )MODERATE f , A \. ty .'�.r 1f l /r;1, t ! r ; (''!,f` ="' DENSITY PRENT NYSDEC SPDES GENERAL PERMIT OR FOR COVERAGE UNDER AN Pamela Vogel,EH77AL z N€ ' 1 - '(�. u,J l; / / 11I 1, / /I ti N0 FEDERAL OR OTHER AGENCIES ARE INVOLVED gel,Warren Co Clerk - ,, 1. -P I L I f�l I f 1 /( / LOT 2 � 'tw\ o / - 3 5 FILED _, t 1.1.DIJIDUAL SPDES PRIOR TO THE START OF ANY SITE WORK. _. (")WATER .1 , � ,I.-,/ I '1 J 11 I /I f/ 1 a/ / p EX.ALTERNAr7NG DUA / _. _..._:-,,.. n `�. t / 1 / ,r t./; t.B6#AC - b $ SUBM£RSr8LE 5EW.4G£P :-� ,� �/ FONT RESIDENiIA •� .._.:_....., f / h ZONE .i '9 ,:�, I' , r,I, 81,230t SF �- � STA BON-(5'O or MO' IE1 ( ,\ `� + ,, I. r i � N , ,, I i)lt„ //4} f TODE'r,w,n r: �f b) THE PROJECT NOT (NOTICE OF TERMINATION\ UPON COMPLETION OF THE PART 1 OF THE LONG EAF HAS BEEN COMPLETED BY THE APPLICANT; !, •(... 2 r' 1 It !` l 1 - l \ Ex.DUAL 26'FORCE / �,. `~ `�- A ;/ I.-. -/. j"f f `','/I/l,ll ,�/l1 ` i =161 (� l,a v+uQ �¢�' N PLACE BE Asaxoewm PROJECT; AND _ f , . • , ; / 'l ;J/' -� ti, r , 10) THE APPLICANT MUST MAINTAIN ON THEIR PROJECT SITE, FOR REVIEW BY UPON REVIEW OF THE INFORMATION RECORDED ON THIS EAF, IT 1S THE `\ \\\�a\ -f l ':,;,;�j, :r; I S t J r{ �; 1w I'� -- • e - `� III . STAFF: CONCLUSION OF THE TOWN OF QUEENSBURY PLANNING BOARD AS LE \\L lz �. -/ R=70.ao , 1 I ( 1 (/ W "" -�- r / \ LEAD rn \\ \ I� ...: l ! / I i ( H J ) �; ..I=. .1 a AGENCY THAT THIS PROJECT WILL RESULT !N NO SIGNIFICANT\ p\\ �, \ ,,, I t s�3s •/ / r // I , / I) - I + f3, ) THE APPROVED FINAL THAT HAVE BEEN STAMPED BY THE TOWN ZONING A T ADvI RSE H1GHUVAY DEPARTt 1ENT APPRC VAL \ .�I_:"." c-s4.a1 , .. )I I\ / .; .I'll , �" ,1 _ ADMINISTR TO IMPACTS ON THE ENVIRONMENT, AND, THEREFORE AN ENVIRONMENTAL IMPAC\ \ .� �; - f-- i ; ,�., -' s7Jzs3o'ly,i \, / f )$ F,„t x �� A R, THESE PLANS MUST INCLUDE THE PROJECT SWPPP T ` " _ ---, ) r.� �l l !,;; ___ ,1 J �____ 1 (STORM STATEMENT NEED NOT BE PREPARED, ACCORDINGLY, THIS NEGATIVE ��. I/ 1�) ,� " 1 / + / / \__, f �, I L , ( T RM WATER POLLUTION PREVENTION PLAN) WHEN SUCH A PLAN WAS ;, Narroa'oOly --�_ o I I DECLARATION IS ISSUED, ( h�'-�\ C f„lI\/ c ,< 4.1 i� � � /_1 y;f � �/ -- _'�•K,B.0 t, I� t,5„a -383- � �" PREPARED AND APPROVED AND / J as tb= '''0 j.,.. l" l C' '�I�'�'%'/.4--- - ',.. •,r � 32.62' ro d0 ra e Ea — ..' I ( 'L ` sn�n�r II:,, � f, / o 1 \ \ l 9 - / ., /` / - '/ r0a1y -O ,CA "[A"` ( I a fb) THE PROJECT Nfll AND PROOF dF COVERAGE UNDER THE CURRENT1 MOTION TO GRANT A NEGATIVE DECLARATION FOR SITE PLAN 26-2020 \ / � �� . / /f/'. '= NB�°0Op/IV �. % ;'F•; 5197�5° FeNe t 1 '~I '";;.0 / f ' NYSDEC SPDES GENERAL PERMIT OR AN INDIVIDUAL SPDES PERMIT ISSUED\3g �( f �- i�� I//f% cif`%, // >soao.. /. , � ' \ a,'--, :< - Ac Rr a.. e �r ` ADIRONDACK INERY q d`.� ( � 1/- '��-�•� /fj/ / i .'! ,` ; /.;; t'000Ir �7 ` S f' J2.00' fU� FOR THE PROJECT. D E PARTM E •,`�"' _r , __��-Z ////� 6--, ,/.,� „f �J _ LA 1 ._ I ----* t, .� J T A P P I C�VA L •-- .� I LOT / qa a00 384 iv L - ' . / 11) FINAL APPROVED PLANS, IN COMPLIANCE WITH THE SUBDIVISION, MUST BE e ^�' �-_f /� `'L� �` - z14t AC-' .= /,�/` �/ 6'` % "' ' >, /,//I " 4,0;,s, LA Is - INTRODUCED BY DAViD DEEB WHO MOVED FOR ITS ADOPTION, o\'� -_ � �` 0as �C, //r f // 1, '; , / \ OIn+nO " ,.wll 'i \ '`/+ ,' SUBMITTED To THE COMMUNITY DEVELOPMENT DEPARTMENT BEFORE ANY f fi. . R 70.0© I , \-- {' / 3 , ,� FURTHER REVIEW BY THE ZONING AD !N TO ` A L t 1a � .� �. L�I 1/ h° '- -� s+ M ISTRA R OR BUILDING AND '1 � -Aso �, -� S / f / - y� ",;/ La306:aa rn co \t� .3 / AS PER THE RESOLUTION PREPARED BY STAFF. pa�IY��I� / /, . C-t14.3( s ` ^ f �` �` �^eIta0,00- � \ a+, f.f - CODES PERSONNEL. 1. PA T II O a - ��` �- �"'!- l / /` \s2s7sstF tnO , f R F THE LONG EAF HAS BEEN REVIEWED AND COMPLETED BY THE \ W { w`�� -. . -��;.'' 7/llI/ ///l �// \ / !,,, 5' --- "---__' I, aOD _ r` C" 12) THE APPLICANT MUST MEET WITH STAFF AFTER APPROVAL AND PRIOR TO c�,- ( "' �I -_,' \",• vim' �. - l , ,I \ I R-50.00 :+00 1-4 APPROx LOCATION O. PLANNING BOARD, - __ "•`}`c.''t(' __ __ ram- \ I i �// i/ !/; -� - , '`�"�-� l . .I 1� v 1f / / v. Op L=sJ.55 I I 1 . Ex. z LOW PRESSURE ISSUANCE OF BUILDING PERMIT AND/OR THE BEGINNING OF A'�t SITE - \fr- 1 I III ( / //;. ', ',,. �' `; i c=Sz74 ert� �� Pu6LICSE,,eR rV ANY T 2. PART III OF THE LONG EAF IS NOT NECESSARY BECAUSE THE PLANNING \\t _ r ( I (( // / i!;; c _ ,. 1 )T` - E , J WORK. 9 ,- ~1 ( I I(1 / , „,j/,, %, CR,, . Ns34a09E 1 4, 03.55' --` / - BOARD DID NOT IDENTIFY POTENTIALLY MODERATE TO LARGE IMPACTS, cra \ _ f f 1 I II I11 -� _ ! , - U, \ /�� -- 13) SUBSEQUENT ISSUANCE OF FURTHER PERMITS, INCLUDING BUILDING Date Signed: t'- � d u, 1) 1 Ix? 315.-1-9.3 f I I ��(1 I I1� r / //.';I:/ .,,/ R-70.00 �t L>NDS N/F I'I ` I I i i(/ lr , L-r5z53 \ R-70.00 - - ,/ - _ r w PERMITS IS DEPENDENT ON COMPLIANCE WITH THIS AND ALL DTHER MOTION SECONDED BY CHRIS HUNSINGER. DULY ADOPTED THIS 18 OUEEuI VURY LAND CONSERVANCY III I i f 111 1 ((i C-J24.J0 s'''R`�n'^'''�' --- .\/ .( -`-383- TH DAY OF I ) + i ,ill, I ,i i ' c Bo63 /% "ie1' CONDITIONS OF THIS RESOLUTION; MAY 2021 BY THE FOLLOWING VOTE; 7tIf fi� IIIII) I(IIIII1� I I St83430E \ �p S fr.� -� t i t p ` '� I I II � / -1, k> "`,,,,`•.',\ -- - �, a h�� N67=7108%F � �= �_ _, -f r \ ��\�� 1111 \\ , �, a , i I % /�- � "^ v:.,at5 14) AS-BUILT PLANS TO CERTIFY THAT THE SUBDIVISION !S DEVELOPED AYES MR. DIXON, MR. DEEB, MS. WHITE, MR. SHAFER, MR, HUNSINGER, MR. 1, jl 11\ I / \\, \,., = ,,".'.,., - 1 4 _38 -" ACCORDING TO THE APPROVED PLANS TO BE PROVIDED PRIOR 7d TRAVER1 . 5 5p'Op'Y9•IN �. ' t. IIIII(i\' 1 .\� , \ \\ _\', `.. \ f \ � S or RAC ?DeE U 49.00'. ISSUANCE OF THE CERTIFICATE OF OCCUPANCY; NOES: NONE \` I I II IIIII\( \\. , -- �\ `- \ I � .Y RZ-LDCATEO1 SITE PLAN REVIEW FOR EACH LOT DEVELO ENT D ABSENT:' MR. MAGOWAN, MR. VALENTINE 11 - i I ))� \ �. `J. caVSTRucna, ) PM AN MODIFICATIONS TO\I ) kk, \ _� .� ` ,. - _ :+`. \ 11/1 R-327.4z EXISTING BUILDING OR SITE. i / __ - . I 7 1IiII)t �\\ \�\ r �-:._.�•• ?i, L-18.93 WATER AND WASTEWATER APPROVAL \ \ \��\,\\\\I\\ . ` sl',. I ExsEPDCAasaRPDD jfl� (. / C=la93 16) A SIX FOOT (TALL) $00 FOOT (LONG) STOCKADE FENCE TO BE PUT UP "CW rD BE ADAND a,m f f f S4573'52'W t ( I L \��\\\ \\\\\ �' --" 4 - 1) IIIIi, ,, f±� R.32T,r f WHEN T{IE LdTS ARE DEVELOPED (ALt7NG PROPERTY LINE ADJACENT TO \ i \ ? `•\\.\\\\\�'\\ ," / 3�U� ,:$ . ":`'. 1 �`, ,' I aLOT�c t if 11 �„ ro�a;.5 } - \\\\\\\�;� � , k4+? 21� �'` ; .l S II'[` l Tx 3p920-I-3.1 RESIDENTIAL USE WEST PROPERTY LINE), ZONING: CLI - COMMERCIAL LIGHT IiVDUSTRIAL \ ff` / \\\\\\\\, \\\•'\ - N�' ag r \ , ,. ` ' \ 184,030t sF 1 `>.G+� ! /r s a7ns'O< w ExIT,eum.Pao ERIVioLDINOs.LLc 17) A 30 FOOT TREE BUFFER TO REMAIN ON THE NORTH, WEST, AND SOUTH \ / '1\ \��\l\\\\1 \ / �� ,:\t 1 1 `'�-_ \ ',.� J -.--t s, ,e l.�t,.�.,,u.:t m, -- \ v,;\\\�. 7 \ ,\ \ ,;? #t a�.ca SIDE OF THE 33 ACRE LOTS (BUFFER TO BE REVISITED FOR EACH LOT REQUIRED I - �- �� \\;\\\,\ c 1 \'. \ ``\\\.,, t �c.pns„a uns L-ZDs.65 X �, - Z.11 409 •,. ' "�, r .'"`.• � \`,\ \\, '�\ \\� ` � LOT AREA' N/A �N t A P P t�L C� V A l-. N OS24'2r'..yp W_.. _... -.-..ONr tN0U3TRt.1L,Z E�='"�'�\ _..� .. \. \-€=�-��ta ' �`'- -ti \` ,,i`\\\\\\�,\\t .� �J 'f r 20 MIN. . l 1. \�\\ I ��pAr�T� 24 LO7 WIDTH' 0' r (0 WA : ,�- `� .Y t \ \`\.\� ( MOTION SECONDED BY CHRIS HUNSINGER, DULY ADOPTED THIS 18TH DAY OF j((( ROAD FRONTAGE: 100' MIN. Department f ) 1 -, _ \ ) 1Z'RFRONi RESiDEN71A! NE \ `\.., .•,�\ \ 1'�' \\ , Tt'�t\t` +�;++ II ° _ T9 308,20-1-9.1 z0 • l \'", \ (; I LANDS N/F MAY 2021 BY THE FOLLOWING VOTE: �� > ,,1> '''' \ f`'. \\'\' jI' .I} IIIII - -/ I iDYAI OF OUEENSBuRr DEPTW: 200 MIN. .! . --- _ + REC.aEPT. AYES: MR. DEEB, MS. WHITE, MR. SHAFER, MR. HUNSINGER, MR. DIXON, MR• / i }+l 'J / / II't' I essep \ , ; TRAVER GREEN SPACE: 30% MIN. ��L s ;�i :�'� 1- / /i I IIi i Ik!, - �- ,: u M LENTINE T. 60 MAX. \ ,.�� -�,- - / !.' _ NOES: NONE y�9 - -_ / / ( I Ii � - \ll \ T h ABSENT; R. MAGOWAN, MR. VA BLDG HEIGH ' / \ j /f y;y� ,sa - 11 - i i ( \ `\\ -~ 1\jk t .� SETBACKS: Date' S(Cg1`led: � l / \ /,/ i ii p- _ I I 1 i \ \ \ FRONT: /�//j/r%�ii��l 3i - 1 I . =� >>, \I�\\\ \ 50 MIN, \ / !/� �'. . 1b ~ 320- 1f fit _' ) �>,\ , \\ �. , SIDE: 30 MIN,//,'r , - -._ I \ �; CTRPHTG SCALE 1 /,% _ /� , REAR: 20' MIN. /////////�/�/�l/ �i i.SL / I i �'i �/�� r=�i/ir`%'/� � \ I- ' rl ,,./_ G.9' � '�i % ,//� / � —% r i \ 5 l J-/_�7l� f�l /;, 1 TGo o so Too 2uo ao4 LANoS Nr - SCl/ �' /-l 'J `,. `/-�, BOARD TOVSTI OE.pUEENS0UR7 PLC pEl'1 �; i % f —%� ^' s<', .J .3 N(N'lJ {DOA 11 APPROVAL\,. 1 PLAN PRO GENERAL NOTES: �6a� /, • . 3� f ' ( IN FEE } ALLOWED USES: 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2O18 FIELD SURVEY AND MAP REFERENCES. 1 inch = 100 ft„ , 021 2, THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY T 0 QUEENSBURY WASTEWATER NOTES; - BUILDING SUPPLY/LUMBERYARD APPROVED UNDER AUTHORITY H A RESOLUTION ADOPTED MAY 18, .' FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE LINES, SUBSURFACE - CONSTRUC710N COMPANY BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK, STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE 1. THE MANUFAC URER SHALL FURNISH COMPLETE FACTORY-BUILT & TESTED GRINDER PUMP STATION(S) EACH CONSISTING OF GRINDER PUMPS SUITABLY MOUNTED IN - DISTRIBUTION CENTER IN EXECUTING ANY WORK. PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U,F.P.O, (1-800-962-7962). A TANK CON TRUCTED OF FIBERGLASS OR HIGH DENSITY POLYETHYLENE (HDPE), ELECTRICAL QUICK DISCONNECT (NEMA 6P), 'PUMP REMOVAL SYSTEM, SHUT-OFF - LIGHT MANUFACTURING , VALVE & CHECK VALVE WITHIN THE BASIN, NEMA 4X ALARM PANEL WITH THE OPTION OF REMOTE MONITORING, & ALL NECESSARY WIRING & CONTROLS. THE - OFFICE WAREHOUSE 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR(4) INCHES SHALL BE REMOVED FROM ALL PARKING AREAS/WALKWAYS WITHIN 48 HOURS. PUMP, TANK PANEL SHALL BE LISTED WITH THE UNDERWRITERS LABORATORIES (UL) AS A COMPLETE STATION. NO THIRD PARTY TESTING TO UL STANDARD WILL `- NOT BE ALLOWED. 4. THE PROPOSED PRIVATE ACCESS ROADS AND UTILITIES SHOWN HEREIN SHALL BE SUBJECT TO A RECIPROCAL EASEMENT' AGREEMENT BETWEEN EACH OF THE APPLICABLE LOTS, WHICH SHALL ESTABLISH SHARED MAINTENANCE RESPONSIBILITIES AND UNLIMITED INGRESS/EGRESS RIGHTS. 2. THE PUMP(S) HALL BEAR THE SEAL OF NSF INTERNATIONAL, THIRD-PARTY TESTING TO NSF STANDARD IS NOT ACCEPTABLE. THE PUMP(S) SHALL BE A SEMI-PROGRE 51VE CAVITY STYLE PUMP.,IT SHALL BE CAPABLE OF REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE, INCLUDING A REASONABLE 5. A STATEMENT SHALL BE SUBMITTED STATING THAT THE APPLICANT WILL INSTALL ALL IMPROVEMENTS IN ACCORDANCE WITH THE STANDARDS PRESCRIBED BY THE DEPARTMENTS OF AMOUNT OF " OREIGN OBJECTS", SUCH AS PAPER, WOOD, GLASS WIPES, RUBBER & THE LIKE TO FINELY-DIVIDED PARTICLES 6WNER/APPLICANT: CHAIRMAN, QUEENSBURY PLANNING COMMISSION 7 WHICH WILL PASS FREELY THROUGH I,NATlVE DEVELOPMENT ASSOCIATES LLC THE TOWN HAVING JURISDICTION, AND SET ALL MONUMENTS AS SHOWN ON THE FINAL PLAT THEREOF IN SUCH MANNER AS THE BOARD MAY DESIGNATE. THE PUMP & THE 1.25" DIAMETER STAINLESS STEEL DISCHARGE PIPING. THE PUMP(S) SHALL BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TDH OF 0 fj ENTERPRISE 6. EACH INDIVIDUAL LOT WILL REQUIRE SITE PLAN APPROVAL THE MASTER SWPPP SHALL BE MODIFIED AS NECESSARY ON A LOT-BY-LOT BASIS. FEET. 11 GPM AGAINST A RATED TDH OF 92 FEET & 7,8 GPM AGAINST A RATED TDH OF 185 FEET. THE PUMPS MUST BE CAPABLE OF OPERATING AT A IF3 ENTERPRISE PARK,AVE,V 12065 NEGATIVE TOTAL DYNAMIC HEAD WITHOUT OVERLOADING THE MOTOR(S). THE PUMP SHALL HAVE REDUNDANT RUN FEATURES, I, ` 7. FILL MATERIAL USED TO CONSTRUCT THE INFILTRATION BASIN SHALL BE TESTED BY A GEOTECHNICAL FIRM AFTER PLACEMENT TO DEMONSTRATE AN INFILTRATION RATE GREATER TAX MAP #: 308.20-1-9.2 DATE SIGNED: 4,1,-?11,q0d_1 THAN OR EQUAL TO 10" PER HOUR. THE APPLICANT SHALL NOTIFY THE TOWN PRIOR TO PERFORMING THE INFILTRATION TESTS, SUCH THAT THE TOWN CAN WITNESS IF THEY SO 3. THE ALARM P NEL SHALL BE INCLUDE A NEMA 4X, UL LISTED ALARM PANEL SUITABLE FOR WALL OR POLE MOUNTING. IT SHALL INCLUDE A GENERATOR11 CHOOSE. THE RESULTS SHALL BE PROVIDED TO THE TOWN. THE NUMBER OF INFILTRATION TESTS SHALL CONFORM TO THE NYS SMDM. RECEPTACLE / AUTO TRANSFER CAPABILITY. THE SUPPLY CABLE BETWEEN THE PUMP & ALARM PANEL SHALL NOT BE SPLICED. THE APPROPRIATE LENGTH OF CABLE SHALL BE INSTALLED W/ AMPLE SUPPLY CABLE FOR SETTLING LOOPS, THE CABLES CONDUIT SHALL BE SEALED IN THE PANEL USING DUCT SEALANT AT n1 - £y �J �I � UNAUTHORIZED ALTERATIONS OR ADDITIONS TO ALARM PANE PENETRATION, ALL ALARM PANEL PENETRATIONS SHALL BE THROUGH THE BOTTOM OF THE PANEL. BACK OR SiDE PENETRATIONS ARE NOT hI C I w TtilS SURVEY NAP IS A VIOLATION OF SECTIC14 720B S. CONTROLLED FILL SHALL BE FREE DRAINING, CLEAN GRANULAR ON OR BORROW MATERIALS, FREE OF ORGANIC MATERIALS, DEBRIS, FROZEN MATERIALS, ROCKS OVER 8 INCHES ALLOWED. h - ! OF ,, NEW YORrt STATE EDUCANON LAW,COPES OF IN DIAMETER, WAVING LESS THAN 107. FINES PASSING THE #200 SIEVE, CONTROL FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, COMPACTED TO 95 17 �' I . . Q EI', SURVEY NaP u0T BEARING THE LAND SURVEYOR'S ALTERATION OF THIS 1~ LD cf7 mot• f•,7 t j Q En,BOSSED SEAL SHALL NOT DE CONSIDERED TO BE Vo MODIFIED PROCTOR IN ACCORDANCE WITH ASTM SPECIFICATIONS D-1557-91 DENSITY. ___ VALID COPIES. DOCUMENT EXCEPT BY ASUBDIVISION PLAT 4. INSTALLATION HALL HAVE A FACTORY TRAINED/AUTHORIZED SERVICE CENTER PROVIDER WITHIN (60) MILES OF QUEENSBURY & 24-HOUR EMERGENCY I. CERTIFICAT.ONS INDICATED OR APPLIED HEREON CAPABILITIES. STARTUP SHALL BE SCHEDULED WITH MANUFACTURER'S CERTIFIED TECHNICIAN & ALL PAPERWORK SHALL BE FILED WITH THE TOWN OFQUEENSBURY ' 0 U x v r SHALL C`ILY RUN TO THE PARTY FOR WHOM THE LICENSED PROFESSIONAL 9. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR DETAILED INFORMATION REGARDING SOILS, FILL, AND CONSTRUCTION <L ¢ d o SURVEY was PREPARED. a or,ros DErsuF 10 THE WASTEWATER DEPARTMENT. . F- ADD,DONAL PARTIES LISTED(HEREON,CERTIFICAtIONS ENGINEER IS ILLEGAL NATIVE DEVELOPMENT QUEENSBURY RELATED REQUIREMENTS: i, ARE NOT TRANSFERABLE TO ADDITIONAL PARTIES OR SUBSEDUE1iT OWNERS NOT LISTED HEREON. 5. DISCHARGE PIPING SHALL BE 1.25" HOPE (SDR-11) FOR SIMPLEX STATIONS & 1.5" FOR DUPLEX STATIONS. PIPE SHALL HAVE A 304 OR 316 STAINLESS STEEL Imo-• Jam- NATIVE C DRIVE CURB STOP/ HECK VALVE/CLEANOUT ASSEMBLY PLACED AT THE RIGHT OF WAY/PROPERTY LINE.BOUNDARY. AN ARCH STYLE CAST IRON CURB BOX WITH A Z z 24 NATIVE DRI Y E MAP REFERENCES: STAINLESS STEEL ROD TO THE CURB STOP SHALL BE PROVIDED. THE CURB BOX SHALL BE EQUIPPED WITH A CAP LABELED "SEWER". TRANSITION BETWEEN PIPE & M : CIO 1.. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP", PREPARED BY VANDUSEN & STEVES, DATED JULY 28, 1994. CURB STOP/CHECK VALVE/CLEAN OUT ASSEMBLY SHALL BE BY PLASTIC W/ INSERT OR BRASS W/ SS INSERT COMPRESSION ADAPTERS, CONNECTIONS BETWEEN O O Z - NI-W PIPES SHALL BE A FUSION WELD OR THERMOCOUPLERS. PIPE SHALL BE LAID WITH SOME SLACK & HAVE 5' OF COVER. TAPPING SADDLE SHALL BE EITHER ,n uT uT c3 C1 s' L 1. )' 2, EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE, NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29/03 STAINLESS ST EL OR BRASS. INSTALLATION OF TRACER WIRE RECOMMENDED ! +- I- s .H + } 4,._�fit' �� P PA (r ,� . z z cn o ,, t_ % \\ �� -, ; TOWN aF QUEENSBURY COUNTY OF WARREN & LAST REVISED 3/5/04, & THE PLAN TITLED "SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES', PREPARED BY HERSHBERG & HERSHBERG, SHEET 4 OF 4, DATED 9/26/04. w w w Z Z v {;.1.L,,C z,, , {, OTHER UNDERGROUND UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN HEREIN. 6. NEW TAPS INTOEXISTING HDPE PIPE SHALL BE INSTALLED USING AN ELECTROFUSION METHOD. ALL OTHER METHODS OF TAPPING SHALL BE SUBMITTED TO THE tY z ':' �.,,,.� ,t j :' `, ; 'S_ DIRECTOR OF WASTEWATER FOR REVIEW. w w r- _ -:' - _, %,,fir T+, " STATE DF NEW YORK 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED "CAREY RD, SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS c� ca c) ? € J r_ '} ,,,(c ; ai 7. EX. 2" LOW PRESSURE PUBLIC SEWER MAIN CONTINUES NORTHEASTERLY ALONG NATIVE ROAD, TO A CLEANOUT AT CAREY ROAD, AT WHICH POINT THE SEWER CD w L� ' - ENGINEERS LLP WITH LOW PRESSURE SEWER", PREPARED BY THE CHAZEN COMPANIES, DATED 4/21/1&, w w w z z � 1 {l �� ;; lI .' { ) 0 s BECOMES A MAIN & CONTINUES NORTHEASTERLY TO THE INTERSECTION OF CORINTH ROAD. THE 4 MAIN CONTINUES EASTERLY ALONG CORINTH ROAD TO A a a w w _)� J ,' __ -; , iI ; �; +; '. �'-'(. ,r _:: 411 Union RECEIVING GR VITY SEWER MANHOLE NEAR THE INTERSECTION OF BIG BAY ROAD, t\ -U _ T. j O=QUEENSBURY WATER NOTES: '/ Schenectady,NY 12305 8. THE NEW 2" DES S 0 U - z z t/ y t... , -... t r1 J `7 .S, \, ;£.a ,"`J '1'i 1 t 3 'V r 5.1 N HDPE DR 11 MAIN SHALL BE TESTED T ENSURE INTEGRITY. ALOW-PRESSURE AIR ZEST OF NO MORE,THAN 15 PSI FOR 1O MINUTES MAY BE ,, ,Y $ 377-0315 Fax 518-377-0379 9 1, ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL MEET TOWN OF QUEENSBURY WATER DEPARTMENT SPECIFICATIONS. SHOP DRAWINGS FOR ALL VALVES, HYDRANTS, TAPPING ACCEPTABLE. � �7,r, €sJ 5•' cC1 '�� SHALL BE SUBMITTED 70 HE TOWN OF QUEENSBURY WATER DEPARTMENT FOR APPROVAL. GL-52 ZINC COATED PIPE, o R °` 11 1 E c'i� www.abdeng.com SLEEVES, PIPES, VALVE BOXES AND LIDS LABELED WATER 7 ,.,maw„A,,,. VALE AL NERS AND. BLUE BOLTS.ON THE FITTINGS SHALL BE PROVIDED. THE PIPE SHALL BE PRESSURE TESTED AND CHLORINATED PRIOR TO COMMISSIONING, g k I — - V IG L T RECORD DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY TO THE WATER/WASTEWATER DEPARTMENT IN AN ACCEPTAB_E FORM. rAl : SCALE; DWG. SHEET OF ci LSARIc c. BLACK STONE, P,L,s. LUIGI A. PALLESCHI P.E. La Lr) t-i cli � z N.Y,s. LICENSE NO. 49542 N,Y.S. LICENSE NO. 94676 ARCH 16, 2020 1" = 1aa' 4899A-SUB7 1 5 PROPOSED TRFEIIN€' " (JO'BUFFER ToUNTIL PROPERTY ON£ TO REMAIN UN71L FUIitA£ TX vs - OEMOPM£NT OF LOT J k LOT 4) LANDS /F RICHARD S0'EFT - Tx 308.20-T-3�e '"- TORA OF QUEENSBURY WATER-NOTES" LAII N/f EXCEPTION To JO'BUFFER FLW Tx a08.15-2-I4 1". ALL PIPE, FITTINGS, VALVZ.S AND HYDRANTS SMALL MEET TOWN OF QUEENSBURY WATER DEPARTMENT SPECIFICATIONS, SHOP rAEL1nLLE TRusT BABeARA sTAie 4tULBW SrSTAl1ARd1 LANDS ET. DRAWINGS FOR ALL VALr -S, HYDRANTS, TAPPING SLEEVES, PIPES, VALVE BOXES AND LIDS LABELED "WATER" SHALL BE SUBMITTED O' HALCYON PROPERTIES,VtG }r- fBN,� ADE III(uurrs OF CLEARING)Il PROPOSED CLEARING) ON THE FITTINGS SHALL TO THE TOWN OF QUEEW,9URY WATER DEPARTMENT FOR APPROVAL, CL-52 ZINC COATED PIPE, VALVE ALIGNERS, AND BLUE BOLTS _ PROVIDED.. THE PIPE SHALL BE PRESSURE TESTED AND CHLORINATED PRIOR TO COMMISSIONING. � rr o7•s7'2e`� ''" O; N.08'27'40*E e12;,57.E TOWN OF OUEENSSURY WA5TE1`<,TER NOTES: " N 0838'7110 118395' , 1, THE MANUFACTURER SHAL'. FURNISH COMPLETE FACTORY-BUILT & TESTED GRINDER PUMP STATION(S) EACH CONSISTING OF GRINDER RFa-ADCFr \CC �4` R 4 ! '` PUMPS SUITABLY MOUNTE" IN A TANK CONSTRUCTED OF FIBERGLASS OR HIGH DENSITY POLYETHYLENE (HDPE), ELECTRICAL QUICK RETAINWG WALL R ' 21 MA -_ �A�AS DISCONNECT (NEMA 6P), : UMP REMOVAL SYSTEM, SHUT-OFF VALVE & CHECK VALVE WITHIN THE BASIN, NEMA 4X ALARM PANEL TIMJBGOf ,� e,atrf %) _ ! - =' ` ' rae. WITH THE OPTION OF REMOTE MONITORING,& ALL NECESSARY WIRING & CONTROLS. THE PUMP, TANK & PANEL SHALL BE LISTED WITH THE UNDERWRITERS ABORATORIES UL AS A COMPLETE STATION. NO THIRD PARTY TESTING TO UL STANDARD WILL NOT BE r SEE GENERAL NOTE/a , .,`I ( - " ( ) FOR FILL WERE ROIY -'` I J xts' "--J � `�^'n A�,4 ALLOWED. f CROSSES RA ONE -��_...__'-^,�("_i 200 --•� -^�.' , TX LANo5 N�p1T '�---J - J j , I•, - J 2. THE PUMP(S) SHALL BEAR THE SEAL OF NSF INTERNATIONAL, THIRD-PARTY TESTING TO NSF STANDARD IS NOT ACCEPTABLE. THE CHRISnHE LORETTA DAMS J J�7�� 1�-r-�- -J 19Ye• -- ._.. , PUMP(S) SHALL BE A SEW-PROGRESSIVE CAVITY STYLE PUMP. IT SHALL BE CAPABLE OF REDUCING ALL COMPONENTS IN NORMAL '---a7!s DOMESTIC SEWAGE, INCLUDING A REASONABLE AMOUNT OF "FOREIGN OBJECTS", SUCH AS PAPER, WOOD, GLASS, WIPES, RUBBER � a I � � ` I - THE LIKE, TO FINELY-DIVIDED PARTICLES WHICH WILL PASS FREELY THROUGH THE PUMP & THE 1.25" DIAMETER STAINLESS STEEL DISCHARGE PIPING. THE PUMP(S) SHALL BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TDH OF D FEET. 11 GPM AGAINST PROPOSED ADDlRON 4D,000f A RATED TDH OF 92 FEET & 7.8 GPM AGAINST A RATED TDH OF 185 FEET. THE PUMPS MUST BE CAPABLE OF OPERATING AT A ro SF F(r2200-92200) s TXL°as r 3.3 NEGATIVE TOTAL DYNAMIC HEAD WITHOUT OVERLOADING THE MOTOR(S). THE PUMP SHALL HAVE REDUNDANT RUN FEATURES. w Ra' f J �. NJ• 1 "K�._-v,•_,�_J TR55 ENTERPRISES,LLC 3. THE ALARM PANEL SHALL BE INCLUDE A NEMA 4X, ILL LISTED ALARM PANEL -SUITABLE FOR WALL OR POLE MOUNTING. IT SHALL INCLUDE A GENERATOR RECEPTACLE W/ AUTO TRANSFER CAPABILITY. THE SUPPLY CABLE BETWEEN THE PUMP & ALARM PANEL SHALL NOT BE SPLICED, THE APPROPRIATE LENGTH OF CABLE SHALL BE INSTALLED W/ AMPLE SUPPLY CABLE FOR SETTLING J BUILDING 3 �.- FRaPos£D IDD,oaof SF '=--- -' LOOPS. THE CABLES CONDUIT SHALL BE SEALED IN THE PANEL USING DUCT SEALANT AT ALARM PANEL PENETRATION, ALL ALARM PANEL PENETRATIONS SHALL BE THROUGH THE BOTTOM OF THE PANEL, BACK OR SIDE PENETRATIONS ARE NOT ALLOWED. PROPOSED MEFLINE f ~�-"-� ' (JO BUFFER TO PROPERTY UNIT I I STORY OFFICE/WAREHOUSE BUILDING J _� --_,- 70RFMAINUN771FUTURE r.'G, LOT 3 AREAm8.4Jt AC 4J'- 13;_,� , R OEwLOPMENT OF LOT 3 h LOT 4) " ,' , Ff'E'_384 I - I 1 �' �R2B' / Rf-STRlPFExrsnNc - 4. INSTALLATION SHALL HAVE A FACTORY TRAINED/AUTHORIZED SERVICE CENTER PROVIDER WITHIN (60) MILES OF QUEENSBURY & 'f LAPIDS N/F -� J ' PARKING LOT n11 NATIVE DEVELOPMENT Assoc., LLC 24--HOUR EMERGENCY CAPABILITIES, STARTUP SHALL BE SCHEDULED WITH MANUFACTURER'S CERTIFIED TECHNICIAN & ALL L11 308, 0-1- I PAPERWORK SHALL BE FILED WITH THE TOWN OF QUEENSBURY WASTEWATER DEPARTMENT. J -----� TM N 308.20-1-9.2 / w J II $2 TOTAL LAND AREA, x ` " '� 5. DISCHARGE PIPING SHALL BE 1.25" HDPE (SDR-11) FOR SIMPLEX STATIONS & 1.5" FOR DUPLEX STATIONS. PIPE SHALL HAVE A 304 I 5 •]337t ACRES , I � OR 316 STAINLESS STEEL CURB STOP/CHECK VALVE/CLEANOUT ASSEMBLY PLACED AT THE RIGHT OF WAY/PROPERTY LINE Ef.rsTir+e in.cou_ sF 24' BOUNDARY. AN ARCH STYLE CAST IRON CURB BOX WITH A STAINLESS STEEL ROD TO THE CURB STOP SHALL BE PROVIDED. THE Tx 300.20 1 STORY OrF,CE/waREnU�SE 9�: air.G / LANDS N/F g l ' ,' L ("' /LOT r - AREA=IT.rsf AC $ CURB BOX SHALL BE EQUIPPED WITH A CAP LABELED "SEWER". TRANSITION BETWEEN PIPE & CURB STOP/CHECK VALVE/CLEAN XENNrTH s HoSTETLER j -�_ I s AR,G r _ OUT ASSEMBLY SHALL BE BY PLASTIC W/ INSERT OR BRASS W/ SS INSERT COMPRESSION ADAPTERS. CONNECTIONS BETWEEN I FFE ase PIPES SHALL BE A FUSION WELD OR THERMOCOUPLERS. PIPE SHALL BE LAID WITH SOME SLACK & HAVE 5' OF COVER. TAPPING SADDLE SHALL BE EITHER STAINLESS STEEL OR BRASS. INSTALLATION OF TRACER WIRE RECOMMENDED. 1 I / / 6. NEW TAPS INTO EXISTING HDPE PIPE SHALL BE INSTALLED USING AN ELECTROFUSION METHOD. ALL OTHER METHODS OF TAPPING SHALL BE SUBMITTED TO THE DIRECTOR OF WASTEWATER FOR REVIEW. Jsra�wm l J R f I 1 Rza ` Rao' PROPOSEDFDDinDN �j�� f 7. EX. 2" LOW PRESSURE PUBLIC SEWER MAIN CONTINUES NORTHEASTERLY ALONG NATIVE ROAD, TO A CLEANOUT AT CAREY ROAD AT 6D'X2T0' < " ' ` J / 1 / � \ WHICH POINT THE SEWER:BECOMES A 4 MAIN & CONTINUES NORTHEASTERLY TO THE INTERSECTION. OF CORINTH ROAD. THE 4" MAIN CONTINUES EASTERLY ALONG CORINTH ROAD TO A RECEIVING GRAVITY SEWER MANHOLE NEAR THE INTERSECTION OF BIG BAY W � II'III ROAD. o r Iristr#2021-300QQfs8 2az1s121as S. THE.NEW 2" HDPE 5pR 11 MAIN SHALL BE TESTED TO ENSURE INTEGRITY. ALOW-PRESSURE AIR TEST OF NO MORE THAN 15 PSI 09103/2021 09;0227 AM FOR 10 MINUTES MAY BE ACCEPTABLE, /f -�P'seN.a• yy RID' RS' LAUDS N/F -----� 'rW ----.3q 1_- ' ^'- %'4-.•--TX 5,-,-82 NOR 11iEA5T POWER REALTY.iLC -/ /� / 1 Page , . \1`�R - -'~`- �— 1 / RaG' 9, RECORD DRAWINGS SHALL RESUBMITTED ELECTRONICALLY TO THE WATER/WASTEWATER DEPARTMENT IN AN ACCEPTABLE FARM, MAP LANDS N/F �j 5' 87Y Q i a RIG'.... _ �` + STEPS TO BE FAITH BIBLE CHURCH --rr k 187 I('�. RfIOCA IED ; - .or ° - �ti\ Pamela J.Vo9e1 Warren co Clerk FILED RS ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL REQUIRED J pp Rr _ I � I /JT 1 C3,L5C:C 1 LOT AREA: N/A �1a n '4 f ( �1~ I � �z7. 1 qRr f`� / LOT WIDTH: 200' MIN, - ROAD FRONTAGE: 100' MIN. YA'216EHT Ate/ �" �J� �`D ` ,ro � � � rrvzrrunav9 1, �II +� 9 h e�� • ...- '' � -:.,� �(I✓i J , � ''a �"1 ! DEPTH: 200' MIN. - GREEN SPACE: 30% MIN. SEE GENERAL NOTE/B �✓ p}+vl 9 1 fGR.FILL HHfRF ROADWAY ' 1 a 1 4 'R10' 7�i, �.. PARIN L£riSRHG CRGSSfS RAMC a 3 I 1 PARK/NC LOT a C' , JJ BLDG. HEIGHT: 6{� MAX. PRUNE BUT RETAIN s J a,o Ra F 'III ' "' a `vw tt NA TURAL FORM OF TREE SETS ACI<S: J BUILDING 4 r , 9�` PROP 80,D06t SF 1 y y �G 3 �x II/ y 3 VF' J/ T STORY OFFICE/WAREHOUSE BUILDINO 1 /I �� k�, LOT 4- AREA=7.14�AC RJ Rao _ - qZ ! 1� B r �y � I % i� . FFE 378 °' Q 1- REP AMPLE, '�' R / / SPLIT RAIL RUBBER HCJSE FRICTION GUARD DE T 30' MIN, 50 MIN II e.� JG' INi_ 5r �R s z1, O,D o ((��1, ,�•,, L' F '''� FENCE (WHERE INt7JCATED ON PLAN) ,fd%D WIRE-NEW GALVANI `ED REAR: 20' MIN, J R7 X(BT.R3 .aIflit�/ _STING ASPHALT �" �' 1 Cir.nc-•.'_^�'a:'.r 8 TO BE REMOVED, /'' •,/' FrpVEDa ITP. I 2 R40 R „•, �' 1} STAKES BETWEEN 713 EX 213 f R77' /" ,wuti m J J I L`1 a' S, ~ ` � r,a(1p0L• z-•.I}(- HEIGHT OF TREE ALLOWED USES.HODTO 8 FINAL GROUNDLINE ABOVE ClW SAME AS AT NURSERY— - BUILDING? SUPPLY/LUMBERYARD Pry;=ate CONSTRUCTION COMPANY 4"-6" EARTH SAUCER - DISTRIBUTION CENTER Tx:ANDS N v -- ..LIGHT MANUFACTURING T \ OFFICE LANOs N/F - _ ?oO• J rr �: FraO � `--�-t.--� ,s �,a DUEENSBUFiY LAND CONSERVANCY �• I .. [�_�� , 5 I 4G' --� 1` sRr „' _ WAREHOUSE ,� �z� � s s9roD•19-w WOOD CHIP MULCH ' - 1 EX.LIGHT Pet£(O I ` 0 BE BRACED OR 4 O —J1 ANY BALL OVER REMOVE BURLAP FROM TOP 112 TV' i .. J q, Rf-LDCA TEO DURIN 2 MAX OF PLANT BALL ' cQNSTRUCIrGN -„ ,1 . AMENDED BACKFILL, 1 PART FEET IN DIAMETER I MC°�& SHALL BE PLA TFORMED , SWALE _ 12' e PEAT MOSS, 3 PARTS TOPSOIL PARKING REQUIREMENTS: R-327 42' ` SUBGRADE �� f BUILDING s WAREHOUSE: 1l1 EMPLOYEE AND 1/1 COMPANY VEHICLE PROPOSED 6Q00D# SF s 27'0904'V 0 ix 308.20-1-3.1 I LANDS NfF — ...� .— 7 OFFICE: 1/300 SF OF GFA pROp� 1 STORY T 5FCE AREA 3.77£AC BUILDING ExT seutD.PROPERTY HOLDINGS.uc ,28" TOP SECTION + DECIDUOUS TREE PLANTING DETAIL NO SCALE r` +1 ( a EXISTING SPACES 114 �, .�f�• 1 -dv j PROPOSED SPACES 227 3GD 1 J I' TOTAL SPACES 341 N 81'2A'21"4V � \- GUARD RAIL PROPOSED 7RFEUNf DOCK LOI40ING �, -'-� RA n R 1 TX 30820-1-9,1 28" MIDDLE ' (JQ'BUFFER 10 PROPERTY UNF R%lRAC7CY{7RA7LER, \ �• LANDS- �~' �^ \ ' TOYIN OF QUEENSBURY SECTION f \ 3 HEIGHT VARIES TO RWA1N UNTIL FUTURE PAR$fNG(TVA.) , `~. .�- - \�� AEC:DEPT. DEIf1.OP1lEN7CF LOT J h NOT IJ 107s43 t�r 1,-• ; SEE PLAN. - n 1 \ COVERAGE STATISTICS: 1 —NON-WOVEN GEOTEXTILE FABRI C PROPOSED TR£a NE 28" MIDDLE 1 BUILDING AREA: PAVEMENT AREA: GREENSPACE AREA: TOTAL AREA:SECTION (arms Lti<afAR;FFG) • L _ LOT; (SF) (AC) (%) (SF) {AC) (%) (SF) (AC) (%) (SF) (AC) (%) TOWN OF QUEENSBURY REC DEP1 i 1, 169,550f 3.89± 34.9% 144,698 3,32± 29.8% 171,566t 3 94 35,3% 485,814t 1.1,15t 100%' 2. 20,000f 0.46f 24.67. 22,742t 0.52f 28.0% 38,488t 0,88± 47.4% 81,230± 1.86t 100% I 41" BOTTOM SECTION FREE DRAINING BACKFJLL 3. 100,000f 2.30± 27.3% 124,413± 2.85± 34.0% 141,925± 3,26t 38,7% 366,33B± 8,41f 100% PLACED TO 1'-0" DEPTH 4. 80,000f 1,84t 25.7% 90,151t 2,07t 29.0% 140,894f 3,23± 45.3% 3111045± 7.14± 1007. GENERAL NOTES: Pei 1/EMENT _ BEHIND WALL 5, 1 60,000t 1.38t 36.6% 40,423t 0.93t 24,6% 63,607± 146± 38.8% 164,030t 3,77t 100% ' 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2O18 FIELD SURVEY AND MAP REFERENCES. 6" BURY DEPTH - WASHED STONE ROW. 1 0 0 0% 25,083± 0,58t 55,6% 20,064± 0.46E 1 44.4% 45,147fi 1,04± 100% LEVELING PAD TOTAL 429,550t 9.86± 29,6% 447,510E 1D;27t 30,8% 576,544± 13.24 39.6% 1,453,604t 33.37t 100%' 2, THE PLANS SHOW SAME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST WITHIN THE WORKING AREA. EXACT LOCATION �f__--�-•1 I OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF l ) SUCH PIPE LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK, PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. (1-SOO-962-7962), __ _-•---- \ PERF. DRAIN PIPE 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING 8 THIN WALKWAYS WI THIN I 4 HOURS. � ,, WITH SOCK / 4 UNDERDRAIN TO CB OWNER/APPLICANT, 4. THE PROPOSED PRIVATE ACCESS ROADS AND UTILITIES SHOWN HEREIN SHALL BE SUBJECT TO A RECIPROCAL EASEMENT AGREEMENT BETWEEN EACH OF THE PER GRADING PLAN NATIVE DEVELOPMENT ASSOCIATES LLC APPLICABLE LOTS, WHICH SHALL ESTABLISH SHARED MAINTENANCE RESPONSIBILITIES AND UNLIMITED INGRESS/EGRESS RIGHTS. 6 ENTERPRISE A VE ';�EDI-ROCK RETAINING WAIL DETAIL cuFTON PARK, NYY 12065 5. A STATEMENT SHALL BE SUBMITTED STATING THAT THE APPLICANT WILL INSTALL ALL IMPROVEMENTS IN ACCORDANCE WITH THE STANDARDS PRESCRIBED BY NO SCALE TAX MAP #: 308.20-1-9.2 THE DEPARTMENTS OF THE TOWN HAVING JURISDICTION, AND SET ALL MONUMENTS AS SHOWN ON THE FINAL PLAT THEREOF IN SUCH MANNER AS THE BOARD MAY DESIGNATE, 6. EACH INDIVIDUAL LOT WILL REQUIRE SITE PLAN APPROVAL, THE MASTER SWPPP SHALL BE MODIFIED AS NECESSARY ON A LOT-BY-LOT BASIS. NOTE.' THIS RETAINING WALL DETAIL IS FOR CONCEPT ONLY. A COMPLETE DESIGN SHALL;BE i nI � w --J' F, � a 04 �r a ALTERATION OF THIS 7. FILL MATERIAL USED TO CONSTRUCT THE INFILTRATION BASIN SHALL BE TESTED BY A GEOTECHNICAL FIRM AFTER PLACEMENT TO DEMONSTRATE AN PROVIDED BY ANOTHER N.Y.S. LICENSED PROFESSIONAL ENGINEER"FOR EACH RETAINING WALL r: LID A v ei r-i o SHOWN ON. THE SITE PLAN. SHOP DRAWINGS MUST BE PROVIDED, TO THE DESIGN ENGINEER _ DOCUMENT EXCEPT BY A LAYOUT LIGHTING & LANDSCAPING PLAN INFILTRATION RATE GREATER THAN OR EQUAL TO 10" PER HOUR, THE APPLICANT SHALL NOTIFY THE TOWN PRIOR TO PERFORMING THE INFILTRATION TESTS, T C, LICENSED PROFESSIONAL SUCH THAT THE TOWN CAN WITNESS IF THEY SO CHOOSE. THE RESULTS SHALL BE PROVIDED TO THE TOWN. THE NUMBER OF INFILTRATION TESTS SHALL GRAPHIC IIC SCALE FOR APPROVAL PRIOR TO INSTALLATION, k? � a o Q ie y m ENGINEER IS ILLEGAL NATIVE DEVELOPMENT t"-'►'� 7"G�'G�'�y�SB TT)Y CONFORM TO THE NYS SMDM. i�l�l l�J IJLLr1 V L)lJ l 8. CONTROLLED FILL SHALL BE FREE DRAINING, CLEAN GRANULAR ON-SITE OR BORROW MATERIALS, FREE OF ORGANIC MATERIALS, DEBRIS, FROZEN MATERIALS, laa o so Toa goo -co to (n `! l�- ROCKS OVER 8 INCHES IN DIAMETER, HAVING LESS THAN 10% FINES PASSING THE #200 SIEVE. CONTROL FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 i ? z z 24 NATIVE DRIVE Y LJ INCHES LOOSE THICKNESS, COMPACTED TO 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM SPECIFICATIONS D-1557-91 DENSITY. 9. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR DETAILED INFORMATION REGARDING SOILS, FILL, } 0 0 Li O� NEW )_ ( IN FEET ) u� Ir, Ln COUNTY OF WARREN AND CONSTRUCTION RELATED REQUIREMENTS, v v m '� Al I �< . 1 inch = 100 tL. w w z a �P C7� + t. ' ` TOWN OF QUEENSBURY MAP REFERENCES: = I � m Ld G�/ '� _( ��' STATE OF NEW YORK Ln 1. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP PREPARED BY VANDUSEN & STEVES, DATED JULY 28, 1994, Q > ;`j EATl1Tt�T�T+T� LLP l J W LAJ Z z :Y ENGINEERS,.CtP. 7 2, EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE, NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, '' DD 411 Union Street t� 0 0 w w lU ,:�L�_. ' r � D DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN TITLED "SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, ~ i SC11eneCkad NY 12305 3r A.)SHEET 4 OF 4, DATED 9/26/04. OTHER UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN. 7 z O 1''IIIt� ti y' 3 p 518-377-0315 Fax 518-377-0379 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED "CAREY RD. SEWER DISTRICT, MAP, PLAN & REPORT, o o OF SS�1-1 j�L} GRINDER PUMPS WITH LOW PRESSURE SEWER", PREPARED BY THE CHAZEN COMPANIES, DATED 4/21/16. _ www.abdeng.cOm 0 LUIGI A. PALLESCHI P.E. DATE: SCALE: DWG, SHEET OF tLr L6 � v� ri r z N,Y.S. LICENSE NO, 94676 MARCH 16. 2020 1" = 100' 4899A-SUB7 2 5 GENERAL NOTES 1, BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2O18 FIELD SURVEY AND MAP REFERENCES: 2 2"CRUSHER RUN 2: THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST 2"}57 STONE WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED, IN PARTICULAR, THE CONTRACTOR 15 WARNED 7 4',Y.1 LION£easE s o£Ross THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK: A7 EP I PEA GRAVEL F tiER FABRIC PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P,O, (1-800-962-7962), G _ �\ ,�j,-, - r• �r `FILTER FABRIC � - =Z� 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING AREAS/WALKWAYS WITHIN 48 HOURS. AIARAA LOON _I ( I-I I I I I I 1-�1 I I•I I I I t�I 4. THE PROPOSED PRIVATE ACCESS ROADS.AND UTILITIES SHOWN PEA GRAVEL DIAPHRAGM r HEREIN SHALL BE SUBJECT TO A RECIPROCAL FILTER 50OX EASEMENT AGREEMENT BETWEEN EACH OF THE APPLICABLE LOTS, WHICH SHALL ESTABLISH SHARED MAINTENANCE ~ MARAA 50DX OFF EDGE OF PAVEMENT DETAIL RES''ONSIBILITIES AND UNLIMITED INGRESS/EGRESS RIGHTS. � NO SCALE GRAVEL ROAD DETAIL 5. A STATEMENT SHALL BE SUBMITTED STATING THAT THE APPLICANT WILL INSTALL ALL IMPROVEMENTS IN tAARD /F \ /%L'I,' ACCORDANCE WITH THE STANDARDS PRESCRIBED BY THE DEPARTMENTS OF THE TOWN HAVING JURISDICTION, AND TX 305,20- RICHARD SWEET 1/r,/ f _ SET ALL MONUMENTS AS SHOWN ON THE FINAL PLAT THEREOF IN SUCH MANNER AS THE BOARD MAY DESIGNATE, dd{{(( LANDS BA 11 I ( II,��'t rx]DE 1b-2-1< 6. EACI1 INDIVIDUAL LOT WILL REQUIRE SITE PLAN APPROVAL, THE MASTER SWPPP SHALL BE MODIFIED AS NECESSARY {ikfl MELWLLE TRUST a:BARHARA STAfB \ D t �,` .` t\ LANDS Nfs ON A LOT-BY-LOT BASIS, MIXHALCYON FRaPERriEs,Inc 7. FILL MATERIAL USED TO CONSTRUCT THE INFILTRATION BASIN !! a4t sr°crcAOE , cucwrr - J 7�,tt 11 iN1i7a0 SHALL BE TESTED BY A GEOTECHNICAL FIRM AFTER a JB PLACEMENT TO DEMONSTRATE AN INFILTRATION RATE GREATER THAN OR EQUAL TO 10' PER HOUR. THE APPLICANT C I. �, B5O Lf a V Je•cuea£Rr � SHALL NOTIFY THE TOWN PRIOR TO PERFORMING THE INFILTRATION TESTS, SUCH THAT THE TOWN CAN WITNESS'IF alas THEY SO CHOOSE, THE RESULTS SHALL BE PROVIDED TO THE TOWN, THE NUMBER OF`INFILTRATION TESTS SHALL CONFORM TO THE NYS SMDM, 177 8, CONTROLLED FILL SHALL BE FREE DRAINING, CLEAN GRANULAR ON-SITE OR BORROW MATERIALS; FREE OF ORGANIC �D0 MA'1'I-RIALS, DEBRIS, FROZEN MATERIALS, ROCKS OVER 8 INCHES IN DIAMETER, HAVING LESS THAN 107. FINES 4 Jdf PASSING THE #200 SIEVE, CONTROL FILL SHALL BE PLACED 1N LIFTS NOT TO EXCEED 12 INCHES REnr-Rocs-.. r�, H LOOSE THICKNESS, RETAINmigDot ING WALL , �'✓ .3 COMPACTED TO 957 MODIFIED PROCTOR IN ACCORDANCE WITH ASTM SPECIFICATIONS D-1557-91 pEN51TY, BIN aJ.ss _� - 2L• I G1h1II r,�� . o,5Ht MAX.) P4= I r'. a' o 9. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS P.E, DATED T MENRUARY 24, 2021 FOR ( ;'' `,-` ,,� 8D. ,�:r,o,ca-�--,�b$ - � `�`=,_�._ti ,� � � Y DETAILED INFORMATION REGARDING 5c71L5, FCLL, AND CONSTRUCTION RELATED REQUIREMENTS, sr.,GENERAL Nar£�e II .�\ \ `� _ �' FOR FILL"HERE ROADWAY I .` �.- �•- 3 r •T.a,;`�••=•-.,. I / CR055£5 RAVINE r '•!I� ��, �� \1 20D• 1?IjI I/ ---- ,n �-.^„ \• ^---.�_._�-_`_ 1xa0s2D 1 17 / :2G' I� \�;' ! , -\ -""--- e 20` MAP REFFRFNG 5; LANDS N/F _ ` TOP OF BE17Af 2 CNRISDNELORETTADAYS �i ,.li II ,'C, \. �I ror.e•. / • 2 1,. MAP ENTITLED "MAP OF A SURVEY - r RVEY MADE FOR COLUMBIA QUEENSBURY GROUP", PREPARED BY VANDUSEN & \ t ' 1 T STEVES, DATED JULY 28, 1994, a'rt smNOCF , t L � SPILL IVAY ELEVATION I / II \'` i • , \ us Y " 2. EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE,1 ' -"'Zr--•--. V NATIVE 1 I TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29 03 & LAST REVISED 5 G I) THICK LIGHT STONE FILL / 3/ /_4, THE PLAN PROPOSED ADDITION 40,DODf q . TITLED SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES", PREPARED BY HERSHBERG Sc S GRAWL ROAD' " i L`86- ` \ t i �, \ S SF (200'X200) \, Tx s0E.20-1-3 s i` STABILIZATION FABRIC 4, DATED 9 2fi 04, OTHER HER HBERG; SHEET 4 OF �� \ I FI€388 t b LA IDS N/F j j 7 R UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN, ' TRSB ENLRPAISE S,llG f 33, EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM E I- „ THE PLAN TITLED 4 1 i 1 \ I 1 ' TYPICAL EMERGENCY SPILLWAY DE`.TAIL THE RD. SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE SEWER , PREPARED BY rr CHAZEN COMPANIES, DATED 4/21/16. PEA NCRAVEL � II I I I 'f I '( .�- ��I � TNfD NO SCALE BUILDING 3 I ., 11: 1 V I J ( r� I PROPOSED 1QO,D00# SF !•'q II I I I \ I,. t I I � '' � .I/ r '1• � 57 7 j"-`-'.--�� ANGULAR 1 STORY OFACE/WARENOUSE BUILDING .� \u -y 1 OTCC,I LOT 3 - AREA�8,4J AC - - - I I ( TOWN DF 0 I FNRRURY WATER N CRUSHED STONE ID' tTE,'1B4 & us'� I I ,e '� 14 I 1 ', , 1� �S To J '"` `-FILTER FASRIc ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL MEET TOWN OF QUEENSBURY WATER DEPARTMENT AIARAR 14ON I II I i I�I ; ` l / / _ SPECIFICATIONS, SHOP DRAWINGS FOR ALL VALVES, HYDRANTS, TAPPING SLEEVES, PIPES, VALVE BOXES AND LIDS n II I III I i' tg� a % LABELED WATER' SHALL BE SUBMITTED TO THE TOWN OF QUEENSBURY WATER DEPARTMENT FO INFILTRATION TRENCH DETAIL P.. T R APPROVAL, + � CL-a2 ZINC COATED PIPE, VALVE ALIGNER5, AND BLUE BOLTS ON THE FITTINGS SHALL BE PROVIDED. THE PIPE I I,. I I II , 4 . , '� � � � �� f NO SCALE I II i II III I, o SHALL BE PRESSURE TESTED AND CHLORINATED PRIOR TO COMMISSIONING. 7 0ULIa SF Tx a05aa-I-1a III , ' , I w 14 =iL_j, -.+IiUS= a iLDu,G _ - TOWN DF nI:FEhcgURY 1"'ASTE1"IAT R NOTF� LANDS N/F II I I ,1 ' +, ,,, 3" LT, STONE FILL 1, THE MANUFACTURER S II I 11i 1 \ I al J ' Lor I - AREA=t7,15f AC / p STONE ER HALL FURNISH COMPLETE F KENNETH S HDSTETLEfl I I ' TE FACTORY-BUILT & TESTED GRINDER PUMP STATION(S) EACH i '" 305 II_ CONSISTING OF GRINDER PUMPS SUITABLY MOUNTED IN A TANK CONSTRUCTED OF FIBERGLASS OR HIGH DENS 1 �'i, �'`` , , I rt - POLYETHYLENE (HDPE), ELECTRICAL QUICK DISCONNECT (NEMA 6P , PUMP REMOVAL SYSTEM S U - ITV LT APED. ) H T OFF VALVE-dc I •� t � 1•Za<J� � \ STONE FILL CHECK VALVE WITHIN THE BASIN, NEMA 4X ALARM PANEL WITH THE OPTION OF REMOTE MONITORING & ALL \t NECESSARY WIRING & CONTROLS, THE PUMP, TANK & PANEL SHALL BE LISTED NTH THE UNDERWRITERS 1 LABORATORIES (UL) AS A COMPLETE STATION, NO THIRD PARTY TESTING TO UL STANDARD WILL NOT BE ALLOW F• 2, THE PUMP(S) SHALL BEAR THE SEAL OF NSF INTERNATIONAL THIRD-P RTY TESTING � �,� �\ i2s5otE�DD1nON I �,''"-'`ti 1 � A . .TIN TO NSF STANDARD IS NOT 3790 A, J ACCEPTABLE. THE PUMP(S) SHALL BE A SEMI-PROGRESSIVE CAVITY STYLE PUMP. I S,- P P AL CAPABLE _ T SHALL B -•- -+ _ -_- REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE, INCLUDING. A REASONABLE AMOUNT DF RE"FOREIGN sl�Fefo I I �� ' I : / =III�ttIII=III= v :� :3"-E I OBJECTS", SUCH AS PAPER, WOOD, GLASS, WIPES, RUBBER & E "''•?i. ! I I=III=�=I I. -„ - „- I= =II= 6"PERFORATED p THE LIKE, TO FINELY-DIVIDED PARTICLES WHICH WILL xDP 24° ASS FREELY THROUGH THE PUMP & THE 1.25" DIAMETER STAINLESS STEEL DISCHARGEPIPING, (__III-III=�=III=1 E PIPE - I SHALL,BE CAPABLE THE PUMP(S) T) III- - OF DELIVERING 15 GPM AGAINST A RATED TDH OF 0 FEET, 11 GP AGAINST M A AIN T A RATED .TDH OF ,, '- .__..11+.,�. \ �- - - !',THY JdI. a •-+, I / -III_111.-Ill=lll=11= II-III= -II = - 1 s2 I'EET & � - lI1 I III- 5 GPM AGAINST A RATED TDH OF 1B5 FEET. THE PUMPS MUST BE CAPABLE ,+1=III=III= aux of I's a z's ALE OF OPERATING AT A _ I IF•.a7a, 7F•s73o-""� •r';y, I- I -�Qj� N J ,. Tx _ 1-I II.._111=.j1-.. - 11=III- ?a° NEGATIVE TOTAL DYNAMIC HEAD - - - WASHED sr WITHOUT OVERLOADING THE M T 7H H • • Nrsalo (INrsezr " --r ;' ; r j L�I_ / •r. c 1;i1 !E aD-t-b !=III-III=III +-• !_ _` ONE a'AaoVE Fit FA6RrG FEATUR S H A WITH OV O OR(S), E PUMP SHALL AVE (REDUNDANT RUN 2 ;. , w,Ds N/F f f L I III-III-1"' SURFACE A}ARAF! 1g0N E s3 / 1 I I, ' NORTHEAST POR.ER REALTY.LL: /^ \ -III=111=1 I 1=1 I rLl 11-111=1 I I-I 11-III- III-I Tx saB-I-e.z t J J I f I f 3. THE ALARM PANEL SHALL BE INCLUDE A NEMA 4X, UL LISTED ALARM PANEL SUITABLE / NE TILE FOR WALL OR POLE FAITH SOLE r,CHUflCH •J7J.a ` tr, }.\ ` S J � y 716 -- _ - -rfi£AT7 , � 1 (I I / gsjf .�� STEPS TO BE - UNDERDRAIN DETAIL MOUNTING, IT SHALL INCLUDE A GENERATOR RECEPTACLE W/ AUTO TRANSFER CAPABILITY, THE 5U ` Ex SEPTIC TANK ro e£ABArrnaVen STD I NO SCAL BETWEEN THE PUMP & A B _ P RA l R�°�� NE BE DETAIL WNJ7zs - '� \ / � / i' E SUPPLY CABLE '\. 1 � p `� E ALARM PANEL SHALL NOT BE SPLICED, THE APPROPRIATE LENGTH OF CABLE SHALL 8E ,• IN-PLACE.REMOVE ALL WASTE. fl\ 37a5 i Ti-' 'f - ` IN-PL BOTREM VEAL a 8Af L \ INSTALLED W/ AMPLE SUPPLY CABLE FOR SETTLING 00 g1 c „ /l / f _HYDRANT TO �' FUAr@ACKf sTIT crU NO SCALE LOOPS, THE CABLES CONDUIT SHALL BE SEALED ttI THE PANEL ,\ N WNJ7r.a _ !/ HYDRA 1Ea I V RE WN USING DUCT SEALANT AT ALARM PANEL PENETRATION. ENE E / /.lA u./ CLEAN REMOVE °UAL 11 / BOTTOM NETRATIQN. ALL ALARM PANEL P TRATIONS SHALL B THROUGH THE >-,, �\,\. ITT'D rB + - r ///j/,;;._'r •rr� - / ' /' / ""'--\ \- �I MANHOLE RISER SECRCNS BACKna �o M OF THE PANEL..BACK 0R SIDE PENETRATIONS ARE.NOT ALLOWED, £x 7,D00-sAAav OVER TOP SLAB WN TOPSOIL SEED •� a MULCH. 4" INSTALLATION SHALL HAVE A FACTORY .�/mil� �.' �Da• '� _ � 17~ / o• % rfgD " ,M,a;,- , �.. '• ,� ' //'' G / SEPRC NNK TD BE F'* , 1 L a '*� n •� �/• !///� I� � 1/ ; ., �a,'� ABANDOVED i� - I' TRAINED/AUTHORIZED SERVICE CENTER PROVIDER WITHIN. (80)'MSLE5 OF V/// 1 TPih / ;/ �� [RT o<,� , QUELNSBURY & 24-HOUR EMERGENCY CAPABILITIES. STARTUP// 4 ° c •r.N; A SHALL O SCHEDULED WITH MANUFACTURER'S' OUTLET £x a•Pr• W S wLEr TO Ex. It CERTIFIED TECHNICIAN & ALL PAPERWORK SHALL BE FIELD WITH THE TOWN OF QUEENSBURY WASTEWATER REMAIN MOTH NEW 6'PVC USE CA THRU DEPARTMENT, REMAINS Of f 1 T COUPUNCS TO MANE WATER-RCNT +'_ CQYNECflLW aEPTeC TANK USE GASKE7ED i I, /// 5. DISCHARGE PIPING SHALL BE 1.25" HDPE (So; FOR SIMPLEX 1, \ // / l / , / `r- ( ) M X STATIONS & 1.5" FOR DUPLEX STATIONS. PIPE / r 1 r I \ +sn,: 1 386 r J g t �a•�r< I - - 1 J SHALL HAVE A 304 OR 316 STAINLESS STEEL CURB STOP/CHECK VALVE/CLEANOU7 ASSEMBLY PLACED AT THE REMOVE Cx suBMe-RS7aLE rUW's f'.,1f PUMP STATION. �.H 1 I I l m Q L. 1All r.,�.,, REPLACE RIIN(I)NEW SIMPLEX r-OWE PVAIP, RIGI iT GF WAY/PROPERTY LINE BOUNDARY, AN ARCH STYLE CAST IRON CURB BOX WITH'A STAINLESS j - EX. d'INY IN.37101' 1. STEEL RODo 5a ! I 1 y,t ? , � n ) TO THE CURB STOP SHALL BE PROVIDED, THE CURB BOX SHALL BE EQUIPPED j Ex.2'INV our-sT.3;VA d WITH A CAP LABELED "SEWER cx At1ERxArxo auPLEx_�L sae�- ) NEW 1.25'INK OUT.J79.lOt / TRANSITION BETWEEN PIPE & CURB STOP/CHECK VALVE/CLEAN OUT ASSEMBLY SHALL BE 8 L SWWLMSIBLE SHALE PUMP ` Y PLASTIC W/ INSERT =o'm " 5rARON(a'fO x 115'Hf) I ( F t' QR BRASS W/ SS INSERT COMPRESSION ADAPTERS, CONNECTIONS BETWEEN PIPES SHALL BE A FUSION WELD O / I TF•'•fff1. B2 N T� 7&7 TO BE MODIFIED I EX.DUAL 2.5'FORCE 1 i THERMOCOUPLERS. RIPE SHALL BE LAID WITH SOME SLACK R �' t ,1 3 , ATE S T PIT DATA & HAVE 5 OF COVER. TAPPING SADDLE SHALL BE fi ,• ..INV D. ! e L.:n,c Q4- 1' MAINS To Be ABANDONED EITHER STAINLESS STEEL OR BRASS, INSTALLATION OF TRACER WIRE R RECOMMENDED, ( I SEE GENERAL NOTE h �., m ` �..,, Rt-PLACE 0 �I tort r7A RrTtxE RaADw� I ( i�:�, ./� uT:sad6 r cB�(A'!/ /f J i + � \ � �I I � \ a � CROSSES RAtvxE If / rF s7B;� '•� I t Q � ' •r-• � - WO TEST PIT R1 (ELEV:380i): IT I I 2Y c_ 6. NEW TAPS INTO EXISTING HOPE PIPE SHALL BE INSTALLED U ;Trsals , a'Ixv�d,st;a ( I - ! J --. IsuA 17ALfs I-I/I`HopE p5` o.tl'i-0.5' DARK BROWN SAND W/SILT& TOPSOIL SING AN ELECTRDFUSION METHOD, ALL OTHER \ � \ v rHV.saad JB ItIv Ix.•nt. )' r tt SORII SAN rARY LAIc7TAL METI'1ODS OF TAPPING SHALL BE SUBMITTED TO THE DIRECTOR OF WASTEWATER I II .•, n,wdp rJ 5I s ° J 11 tT RMocoUPLE/Tvsav n£La ro S6 0.5'-4.5' BROWN SAND W/TRACE GRAVEL & SILT FOR REVIEW, �-�~ ` piug 7q ]J' W �,�„•-� v� •o NEU Y INSTALLED 2'HDPE SDRTI ,\ \:Q� O BUILDING 4 J� `. ., I --� +a;NIl / •,,, .. I WATER 0 2.5' ' PROP eD,000# sF I ,N II.; rzss cD / z m /,, 1i MAIN,INSTALL STAINLESS STEEL �aw 7, EX. 2" LDVd PRESSURE PUBLIC SEWER OFFICE AREHOUSE BUILDING 9 ��• WKseas' ":'� - FF.36.B a / ,. (s ? - CURB STOP ECK V 4t' Du MAIN.CONTINUES NORTHEASTERLY ALONG NATIVE ROAD TO A. CLE Y /W I i ;,', _ NNs7ae w J, r' ',1, s a_ /cH_ AL /auN r ��a �r TEST PIT�2 {ELEV:365 ): CARD"Y ROAD, AT WHICH POINT ANOU7 AT 4 - AREA>•7.T4± AC u1w sLTA � AssEMe1 r Ar R. w. N THE SEWER BECOMES A 4 MAIN & CONTINUES NORTHEASTERLY TO THE I PAR J7B J, ssD " � .- _ �'�1 �� '� `� a.� o.n'-1.0' DARK BROWN SAND W/SILT& TOPSOIL INTERSECTION OF CORINTH ROAD, THE 4" MAIN CONTINUES EASTERLY t GRAVITY SEWER MANHOLE NEAR ALONG CORIN7H ROAD 70 A RECEIVING BROWN SAND W/TRACE SILT THE INTERSECTION OF BIG BAY ROAD. U, I �14a (- r ' / %f Q' c 1`L <• cal 4 I I}D. J JIII 83 1 RRA NO WATER OBSERVED l / 1- ` f 8. THE NEW 2" HOPE SDR 11 MAIN SHALL BE TESTED TO ENSURE ExsTINc AsaNAtr ,N '11:sT PIT R3 (ELEV:388.54): INTEGRITY, A LOW-PRESSURE AIR TEST OF NO \` ,/" i• �7 'v / MORE THAN 15 PSI FOR 10 MINUTES MAY BE ACCEPTABLE, !1 r 1 rD BE REMo>� F �: 0,D-0.5 DARK BROWN SAND W SILT& TOPSOIL CR/IJOfA PUMP r f, '� II11I - 1 ' -'` 4 TYP. i� STATION, FYP. /.`,' r :i ` 1 cetA`" r, ' _ 1 DW-5.5' BROWN SAND W/TRACE SILT - �,; 3 4 LA ` (({ f - I �' /�! NO WATER OBSERVED 9. RECORD DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY TO THE W �`� �-�� _ '<-_ f�f' ✓- v 64 rpm ��a � � � ACCEPTABLE FORM. WATER/WASTEWATER DEPARTMENT IN AN -372 D\ - �3,5 `.. \ `-_ /� :Ts a '/f !/;r r \� TEST PIT y4 (ELEV:383t): 1 & 1 / ' ' n --^" �' I l D.0-0.b DARK BROWfJ SAND W SILT do TOPSOIL - l rtsa%B, I HP / / • _ 6�� = �� S (I ; f f rE6LyN3e fTJ H,NG/ „ Jdt `� 0.5'-6.0' BROWN SAND W/ TRACE SILT ` E1p ti,._�-�--•'`.� ''�i / /t CB'_' i,- sBa v NO WATER OBSERVED ,j l MF,Par V YN-11 \\:-.\\ ,%1 I F-A1 TIN,ns . �' �, /r -t."Ti'-'�• ':•,'f 4 , n+rs7z,a / P - r - VI APPRox-LocAT,orl of TEST PIT #5 (ELEV:376t): old ssa¢A I `�•\� L /l/ - I 1 I ,. I2!tP.+e'.•ut�q• v °B k•�Ety� taw PREssuR; 0-0'-0.5' DARK BROWN SAND W SILT 6c TOPSOIL `(P,w A") ,. \, �.._.1 J , - ,0,7 --� 1 ' _ \ ', / TF.•set.o ' •�_/ \ / I (1 r }i � S,% =� % 4VS V 7g PUBLIC SEWER j ' EsrerT qT ': v.l\ NYJra s J L 1 -� P Js1{, 0.5' 6.0' BROWN SAND W/TRACE SILT M __ NO WATER OBSERVED TX) 315..-1-9,7 1Fr3ti_ D,7 I I I _' '. �I //,,!F ' / \• r I } J ^� OY - REMOVE TERMINAL CLEAN G!r AId L\rla5 THERMOCOUPL£/ruvON,RELD N£Rtr TEST PIT #8 (ELEV.373±): ��,� : n,,,e,., htSULt£D 2'NOPE SORJI TV O.D'-1.0' DARK BROWN SAND W SILT & TOPSOIL PRE TREAThfENT FOREBAY DUEENSBYTflY LA+D CONSERVANCY - I t •� I [t1'(��\.C L J31r) 2a TF:77S3V u, / ,/,'1F 3BL75 / I INSTALL aX8.XB•ANC1fGR .s7das Ca EX/SRNC 2'HPOC SDRH. 1.O'-6.0' BROWN SAND W TRACE SILT 80TTOM ELEV.• 360,D INFILTRATION BASIN CAP ., . I" BOTTOM ELEV 359,25 _ :gar (SEE Tow ar ou£ENSRURY NO WATER OBSERVED / FOR FUTVRE LATERAL T7P. '7'1~' VJ79. \ `rr:A,,,, WASTEWATER NOTES) \ \ 0' DARK BROWN SAND W/SILT TOPSOIL IxsrAA r-r,ii•HOP£SORJ 1 r38 T t. TES'PIT #7 (ELEM378t): � TOP OF BERM y \ l I t LATERAL FROM Z_ Ex I,CHI POLE TO �MAW TO RO JV., THERMOCOUPLE/fU5100 HELD S/ 0.0'••1. BE BRACED OR a! -'I I I.I E�EV• 363,0 ' J7} I` 1 T (1V \ \\~ 1 % \\\ \` \ 8 TO NLn Lr INSTALLED 2'HOPE SORt7 MA . h/ RE-LOCATED DUR/N 1,0'-6.0' BROWN SAND W/TRACE SILT s - '1 I (! `�.\%• \\ wsTAA sTANL£ss STEEL LIRe sraP/ , $ ca,sraucaoJ SHUT DOMN uMV UPSTTEAA NO 'LATER OBSERVED "Y H)MV tF AS&WaLr,; ^� 1 I:- I I V t...�F�`: ,;� a\y, \ ,. .\ `\�:�,. \ ',I VALVF/t1EANPVT ALSE4IBLY Ar R.O.H:, f oNa CSUR / 1 _` '��•�` REMOVE CAP,MAIN UP GV AND -�- 700-YR ELEV�362.51 NYSDOT MEDIUM •``` Na EXTEND MAW AS SHORN, TES'. PIT 8 ELEV:373.0 I 1-I]I+ SPILLWAY STONE FILL -Ii, / 5PEDTFJL:,41TdlS(TIP.) I I, I,:, ,, • .. �\ \ -��` 1 I\ EX.SEPT70 ABSCRPna1�` P. (SEE TONN or LwEENEBURr # ( )t -I�_I 1 Q-YR ELEV• 361.92 I I-I k / 0,0'- 1.0' DARK BROWN SAND W SILT do TOPSOIL ELEV: 361.75 --,_ \ \\ \ I I f fTAD r0 DE ABANOOAFO 1 WATER NO / -I .I _i-YR ELEV 361.6B t DD-YR ELEV. 361.66 III-11` �.� `.`.; ,�/� \\��`�±' 1�1 �I 1 r' �T TL>tiT to;r,k Aaat zasc:... . 3>•` f �\\\ � �`,.; _ O��P'`p�0 o�L`\N`\�,`^�.\\\\�l•-1 1`I`�`1,t'�`��\\�,:, \`,\',`'`i \ II ! • Sn W/TRACE SILT NO OBSERVED BUILDING 5 Tx s0E20-1-s.1 PERCOLATION t= PROPOSED 60,000- 5F YF TES' PIT #9 (ELEV:35t)rI STORY OFICE/IVA PROPERTHOLDIr¢s. c I..c..I.REHOUSE BULN EuT,E r+0 TEST DATA D.D .2.D' BROWN SAND w G LLOTS £ 3.77 AC nI 2,0••6.0' BROWN SAND W TRACE & SILT - 1o=rR ELEu 359.49 aI _iII_1I I-�I T=I1' I� 11 PERC TEAT f)1: NO 'EATER OBSERVED I( I I 1-YR EL EV• 57" I I-� PER HOUR 0 24' sD' _ TEST PIT #10 (ELEV:384t): FOR GENERA 1, 111I I-1 I: -.�q \\�\\�.•,,, .\t�`i\ �\, - !. NOTE�T8 \\\\`. \ ,t JDD PERC TEST #2: UNDER BERMS - I III=[ =I"IF J DA'•-i.5' DARK BROWN SANG Wj SILT& TOPSOIL III L=1'- , „- , , ,, I -1 1I I+-\4y I \ �n ,\\�.0 R•'a\,,.`' ,\\ \ 47' PER HOUR 0 24' \ L5'-8.0' BROWN SAND W/ TRACE 51Li I! 111=III-T=III-11-'!-III 1 1-:11-I I f= ' \••,' 1 NO 'VATER OBSERVED yrI=111 I I=1Ilc1 i_I �Ti_ill l ITI- PERC TES 3 rxwJ7r.D T # . I ��:, .�' \ \� \\`. \ 't�\\• 1"T'�` - At R AD TxLA°,os HIT 91 52' PER HOUR 0 24' SPECIAL COMPAC710N IS NOT NECESSARY 4NTHIN THE FOREBAY OR TES'"PIT Rtt (ELEV:383,5t): 1"nL IRA 77ON BASIN 80770MS. ONLY DOZER COMPAC77ON IS CONNECT 3" UNDERORAIN fattn Cf OUEEn So�Rr 0,0'--0.5' DARK BROWN SAND W/ SILT ac TOPSOIL NEEDED. lNf/LTRA7l0N TIES77NC OF TNE 1NFIL IRA AON BASIN SHALL D STMht WI VA EMERGENCY flrc DrPT PERC TEST#4: - _ 0,5' 5.5' BROWN SAND w TRACE SILT DE-WATER VALVE 55" PER HOUR 0 24" NO;,VATER OBSERVED / BE PERFORMED PER GENERAL N07E7. TEST TES','PIT #12 (ELEV:384t): PPER HOUR#0�45" 24' 00-00 DARK BROWN SAND W/ PERC TEST 0.5'-•5.5' BROWN SAND Wj TRACE S SILT TOPSOIL FOREBA Y & INFIL TT 1A TION BASIN DETAIL 390- 53' PER HOUR 0 24" NO INATER OBSERVEDNO SCALE PERC TEST #7: TESS PIT#13 (ELEV:384t): 0.0'45' PER HOUR 0 24' -1.5' DARK BROWN SAND W SILT& TOPSOIL 1,5'-6,0` BROWN SAND W/ TRACE SILT 2021542i85 PERC TEST#B: NO WATER OBSERVED 40" PER HOUR 0 24" InStr#2021-300G06,9 GRAVEL ROAD TEST PIT #14 (ELEV.383±): 09/03/2021 09:02:27 AM PERO TEST#9: 0.0'-0,5' DARK BROWN SAND W/ SILT& TOPSOIL OWNER/APPLICANT: T P ?- 44' PER HOUR 0 24' 0,6'•-4.5' BROWN SAND W/ TRACE SILT & GRAVEL ages' �%-,i UD' `_ -- -t0'i ij•// S _ I _ NATIVE DEVELOPMENT AS50CIATES LLC I' I� r rC A £P 3'DEEP - B 0412/; I I Oii/l / 4.5'-5.5' BROWN SAND W/TRACE SILT MAP PEA GRAVEL 1Tpi IYASHED 6 ENTERPRISE AVE, _O y PERC TEST#10: NO;HATER OBSERVED �- DYER FABRIC - -_ T _ gel,Warren Co Clerk -- Up i I- i ( PEA GRAVEL 51' PER HOUR 0 24' �5, PIT ) CLI MAPFTON PAR 308.20 ZG55 2 Pamela J.Vo FILED 1 I R15 (ELEV:388t: #t ALONG BENCH I •� A!pr - I--III-I _ �OP� p£R Tr7 2,r5' [j t i 7b Jr- ` PERC TEST #11: 0.0'-O.5' DARK BROWN SANG W/Slii & TOPSOIL -- - FILTER FABRIC _III-III-III-� ' ' - t�`S --�' J 5'-2'ANGULAR -.......-- _.......-.___ ............,_ h1ARAA LOON - - + I I �i p2RN -L I_••�s..�:�.�( CRUSHED STONE 4B' PER HOUR 0 24" 0.5'-5.0' BROWN SAND W/TRACE SILT PEA GRAVEL DIAPHRAGM NO WATER OBSERVED ALTER FABRIC PERC TEST#12: n! C`d N I '? & W AIARAA 140N 1 55' PER HOUR 0 24' TEST PIT R16 (ELEV:386,5±): 0.0'-1.0' DARK BROWN SAND W/SILT & TOPSOIL � ' +� ~a ALTERATION OF THIS OFF EDGE OF PAVEMENT DETAIL SLOPE BENCH DETAIL 1.0'-6.0' BROWN SAND W/GRAVEL & TRACE SILT u7 rfi o DOCUMENT EXCEPT BY A GRADING & UTILITIES INFILTRATION TR-NCH DETAIL NO WATER OBSERVED C NQ SCALE NO SCALE NO SCALE 0 ,_ LICENSED PROFESSIONAL J TEST PIT R17 (EREV:358 ): s 7- NATIVE DEVELOPMENT T 1,, EENSB RY 0.0'-2.0' BROWN SAND W/TRACE SILT E i O i � C m ENGINEER IS ILLEGAL . NO WATER OBSERVED - TEST PIT JIBDARK TIRO 372S)1 z Z 24 NATIVE DRIVE 0.0'-0.5' DARK BROWN SAND W/SILT& TOPSOIL z Z 0.5'-6.0' BROWN SAND,W/TRACE SILT w CA NO WATER OBSERVED TEST PIT #19 (ELEV:373t): U G O Lj O Li GRAPHIC SCALE 0,5'-2.0' BROWN SAND W/TRACE SILT TOPSOIL f 1 r, NO WATER OBSERVED w �, z z 7 a { \LSD TOWN OF QUEENSBURY COUNTY OF WARREN 100 0. 50 100. 200 400 - a LLJ W � o =`f ' STATE OF NEW YORK z L Li S I L , r ENGIIEES, LLP w w LLJ z l i y . L�! W ' 411 Union Street { 1N FEET ) - 3 ( o l ,. o Schenectady,NY 12305 0 Y , 1 inch - 100 ft. z z •�\ '-T'i u J� `4- 3 3 �, ,, 518-377-03 15 Fax 518-377-0379 www.abdeng.com 1 o LUIGI A, PALLESCHI P.E. DATE: SCALE: DWG. SHEET OF to LTF) d C,; z N.Y.S. LICENSE NO. 94676 MARCH 16, 2020 1" = ton' 4899A-SI)R7 1 GENERAL- NOTES 1, BASE MAPPING PREPARED BY ASO ENGINEERS, LLP FROM A MARCH 2O1B FIELD SURVEY AND MAP REFERENCES, 2, THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST WITHIN THE WORKING P x9' W 0B FRAtdE CHIN WOVEN WIRE FEr;CE SYMBOL AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE C wz Mnx 6 MESH EXACT pR EVEN AppROXIMATE LOCATION OF SUCH PIPE LINES, SUBSURFACE STRUCTURES AND/OR UTiLifiiES IN THE ARE MAY BE \ DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN u•e.a [Z,�: R`_ J STAKE-\ IBC MAX,C,T❑C, SPACING) 6-1-1 ' In FABRIC ' ,-1 \ EXECUTING ANY WORK. PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U,F,P,O. (1-800-952-7962), J ,, POSTS MIN. LENGTH FENCE --- � POSTS ➢RtVEfJ Htt.16' ' ''"'" `� INTO GROUND 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING AREAS/WALKWAYS WITHIN 48 ON-SITE VE STATION TO BE CLEAR CUT fillihow-111E1GltT ar FtLT€R . HOURS, " w ,.,EIGHT MtM.. =111 IIIo w 4, THE PROPOSED PRIVATE ACCESS ROADS AND UTILITIES SHOWN HEREIN SHALL BE SUBJECT TO A RECIPROCAL /•� /� w wE . w y 1,*w 6 MIN. BETWEEN EACH OF THE APPLICABLE LOTS, WHICH SHALL ESTABLISH EASEMENT AGREEMENT AS SHOWN, PRIOR TO PHASE 1A I DROP INLET BURIED FABRIC , w + W H SHARED MAINTENANCE RESPONSIBILITIES AND UNLIMITED 7(��'.!(j INGRESS/EGRESS RIGHTS, ',.` PROPOSED 1REEUNE WITH GATE 1. oo,6UFFENTO PROPER TYWIE /\ GROUND DI TURBANOE. r �,--FRAME `� em2f.CIIL VIEy{ TOREMAJN UNTIL FJAIURE TX pD11 -.2O I-I5 \ MCLOPYIE71r OF tot s,B Lot 4) I/ 36' HIN:FENCE POST- 5. A STATEMENT SHALL BE SUBMITTED STATING THAT THE APPLICANT WiLL INSTALL ALL IMPROVEMENTS IN ACCORD ANCE WITH THE '�^- �� WOVEN WtRE FETTLE CHIN.w STANDARDS PfiESCRIBED BY THE DEPARTMENTS OF THE TOWN HAVING JURISDICTION AND SE LANDS N/F ♦\ �0}II: STUMPS SHALL REMAIN BEYOND .�- v2 GAUGE wr MAX,61 MESH -•�� PLAT THEREOF IN SUCH MANNER AS THE 80ARO MAY 7 ALL MONUMENTS AS SHOWN ON THE FINAL flICHMD SHEET II ttr1 r- I =I!I 117 ,_ SPACING!WITH FILTER CLOTH 2n•HIN: ---,�.� \ i I"r t /11�` - -- _ -� PHASE �I & � UNTIL FUTURE ,--� `�GATHER Exc€ss ' I=UU rLdu � B, EACH INDIVIDUAL M Y DESIGNATE,. TX 308.20-t-16 � i LANDS R/F � �, , ,� =i f -UNDISTURBED GROUND E L LOT WILL REQUIRE SITE PLAN APPROVAL. THE MASTER SWPPp SHALL BE MODIFIED AS NECESSARY _ _ i EXCEPRLWTOJQ'BUFFERFO.4 R \ GRADING PERMITTED. IIIII- LtELVILLE TRUST L<AARBARA STAIR \ t•ULW£Rr INSTALLA RON I 1 t Tx Al'os"/F �\, , - AT CORNERS BASIS, AR'Y ON A LOT-BY-LOT LOT ,...` ` i�t,Ji :, ,, taMDS tJ� ,^'-iy ,y,• COMPACTED SOrL_.._.« '_4•-•-_ 1 HALCYON PROPERTE5,INC I y j� t cut v£RF ENDED OF"Y R CLOTH I6'MIhL 1 �sti,, �',ti NFr �NSTRUCTIQP! SPECIFICATILIN$ A MiN OF 6 IM GROUItB 7, FILL MATERIAL USED TO CONSTRUCT THE INFILTRATION BASIN SHALL BE TESTED BY A GEOTECHNICAL FIRM A f9 0T5T28•E_/� \ }, } I 1HI`.J7A0 PROPOSED TAtYLINf p•W_ DEMONSTRATE AN INFILTRATION RATE GREATER THANO AFTER PLACEMENT TO j SEETI rl Vt W PERFORMING R EQUAL TO 10" PER HOUR, THE APPLICANT SHALL NOTIFY THE TOW 4 D.7a' ,( t mo eF (uurTs OF ceEARwc) I.FILTERUSE FORK SHALL HAVE AN CAs OF aO-Bs DuRLRn rtgY THE INFILTRATION TESTS SUCH N PRIOR TO � \ ,{,f , ,'i ' J6'CDL VERr BE USED FOR SHORN TERM APPLICATIONS. I CONSTRUCT THE TO T H THAT THE TOWN CAN WITNESS IF THEY SO CHOOSE. THE RESULTS SHALL N Os'27'4s•£ \ /.0 / I ION SPECIFICAT LINS TOWN, THE NUMBER OF INFILTRATION TESTS SHALL CONFORM TO THE NYS SMDM. L BE PROVIDED T(7 O T.O;r 2. CUT FABRIC FROM A CONTINUOUS ROLL 77➢ELIMINATE 1p11tTS IF Z _ 17.8❑' /,.,, 5 8774,87•E JOINTS ARE NEEDS➢THEY WILL BE tlVERLRPpED TO THE!!E%T STAKE TIES t 'b VGVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES B, CONTROLLED F 3 '•" "' 3.METAL HATER1 LS WILL BE STANDARD 2' . 4' WOOD❑R E❑UIVALENT. I OR STAPLES.POSTS SHALL BE STECL EITHER ',' OR • TYPE ILL SHALL BE FREE DRAINING, CLEAN GRANULAR - r H MINIMUM LENGTH➢T 3 FEET. u E OR HARDWOOD, LAR ON SITE,OR BORROW HATERIAL.S, FREE OF ORGANIC MATERIALS DEBRIS' w r+➢6�6'oa^E T+J ;., I ! - FROZEN MATERIALS, ROCKS OVER 8 INCHES N G- ��\,_,! .,t 4. SPACE STAKES EVENLY AROUND IrJLL i FEET 4PART AND pRSVE A , 2.FILTER CLOTH TO BE TO BE FASTENED SECURELf TO VOVEII WIRE PENCE H I DIAMETER, HAVING LESS THAN O T FINES PASSING THE 31.89' !�/ Q, MINIMUM ➢ INCHES DEEP;SPANS GR A,R H N F SPACED EVERY £ CE WITH F1E5 BE PLACED IN LIFTS NOT TO EXCEED 7 2D0 SIEVE: CONTROL FILL SHALL tt E3 3 _ET MAY BE 24•AT TOP AND MID SECTION FENCE SHALL BE WOVEN WIRE, EED 1� INCHES LOOSE THICKNESS CO D w \ J_4j :f ) 1,573y, WItH TI,f USE OF WERE MESH BEH1140 THE FIALTEk FABRIC FUR SUPPtIRT. 6'MAXIMUM MESH OPENING.. E, SPECIFICATIONS D-1557-9 r MPA TED 7O 95�, MODIFIED PROCTOR IN ACCORDANCE WITH.ASTM. 1 DENSITY. `' - ''` 'I Il I , I I S.FABRIC SHALL HE EMBE�7DCD I FOOT MINIMUM BELOW GROUND ANp I `- -h a -�-1, U} '� 13> BnEKFTLLE➢, IT SHALL EE SECURELY FASTENEI) TO THE STAKES AND FRANC. � a:WHEN TWO SECTl01JS OF FILTER CLOTH AB.tOIN EACH OTHER 1MEr SHALL 8E OVER LAPPED BY SIX INCHES.AND-FOLDED. FILTER CLOTH SHALL BE EITHER F 9• REFER.TO THE GEOTECHNtCAL REPO hl 1 , ' ., \ - 6.a 2' W D pBANE SHALL DC [OMPLF.TEB AR 1LTER %, REPORT PREPARED BY DANIEL G. LOUCIC dUND THE CREST ;. MIRArt IDOX,Si ABtLINKA TI40N,OR APPROVED EQUIVALENT REGARDING SAILS F S, P,E,. DATED. FEBRUARY 24,.2021 FOR DETAILED INFORMATION ��FOR OVER STABILITY, ILL, AND CONSTRUCTION RELATED REQUIREMENTS, �'a 1 :�, \., , T.S, � � �- •.,. GF THE�RBR rt -�7 x ! i I.\ :II\' -�. ~3BB1 S'"+�"'-"' ,�,�.`_ t"tc U,,r MAXIMUM DRAINAGE AREA t ACRE " A.PREFABRICATED UNITS SHALL BE GE°FAD,ENVIROFENCE,OR APPROVED EQUIVALENT. 1 t - \`. f'-'T��'IP�,ARY I}I \ �-, - = �` 1i ,t%-_ `�"-��Gq+,4 9-MAINTENANCC SHALL BE PER,"ORHED AS NEEDED AND MATERIAL REMG` WHEN I \ \•' r( , 86''� 1S "-`R�i3'--" --.,,_ •"� 'BULGES'DEVEL❑P..IN THE SILT FECICE, 30' BUFF€R � •t - � � -,_ / � Hid t, � -----_ --. CATCH BASIN G'; / ` �, , ADAPTED FROM DETAILS PROVIDED BY,USDA-NRCE. 1. MAP ENTITLED "MAP OF A SURVEY MADE F0 yy t R COLUMBIA.QUEENSBURY GROUP", BY & STE E TX A405 N/F "f :� I t ,.','G6. II ... \ ,'7'1 l \v I'-' INLET ROTECTiON DETAIL NEW PATE STATE DEPARTMENT OF TRANSPOaTATJDN, 1994: V S, DATED DULY 28 NEW YARN STATE DEPARTMENT OF ENV RONMENTAL CQJEERVn T:G,I. SILT FENCE p NEV YGRK SPATE SGIL4 WATER CONSERVATION LGHHITTEE LANDS N/F / ' t / ` 4y t I - t , CHR18r)ME LQRETTA DAMS - g,4i/ %' t, � II � L \ ♦ ; / f ! ` / y /' / ) \ ? ry --- 2, EXISTING'UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE, NATIVE TEXTILES" HERSHBERG, DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN TITLED "SEWAGE DISPOSAL DETAILS PREPARED BY TEXTILES", PREPARED BY E 5 I AILS FOR NATIVE HERSHBERG & H R HBERG & HERSHBERG, SHEET 4 OF 4, DATED 9 26 04. OTHER UNDERGROUND .^. \` •\ , ;� �\' LIMITS Q�TEMPORARY SLOPE } ,' / R .ROUND UTILITIES MAY BE f f .,,I\ , , t I \\ FOR PH#SE 1 I SY6t8OL PRESENT, THAT ARE NOT SHOWN HEREIN. 386- / !' II ? \ t + I D EXISTING 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION Tx 3Da.2❑-1-3.s T N WAS PROVIDED FROM THE PLAN TITLED C MPA IRD,ES SEWER. �. DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE_. w '-._. 1` ,...i t + _ \ / i C} LANDS fl� # ---- � �i 1 \FUTURE GRADING t �" I I � � 1 � . �. ` / ? TR58 ENTERPRISES.LLC : r,„� A' ' •% .'�-•-� � 4/21 f i 6 RE SURE SEWER"', PREPARED BY THE CHA2EN COMPANIES, DATED \ t 1{ , `,. .TT , i"!/I � f I I EXISTING _'� C ITN.�, PR. ❑BILE r MGPTtONAL!BERM s (INCLUDING THE 1I ; 1 \ / I _ 111 It,T I I/ / tI=ID = REMOVAL OF STUMPS) 1 II } } ` 'I I '>/ / ' I Orr I 50�IN o NOTES: # PROPOSED 7RFFUNE II + 1 '+t t I I I t ,- / } / \ ` �GRGUNDG•;-, I. J i` ID'Mu1 1. ALL..PIPE, FITTINGS, VALVES AND HYDRANTS SHALL MEET TOWN OF QUEENSBURY W(sO'9UFFER TO PROPERTY LINE TO BE PERMITTED \ i } ,, / I �� n ::,: ;;1� FOR ALL VALVES HYDRA Y WATER DEPARTMENT SPECIFICATIONS. SHOP DRAWINGS DEt�toPv REMAN uxnc FUTURE t' I t ,I\ i / , �� I :� a " FxtsnNG HYDRANTS, TAPPING SLEEVES, PIPES, VALVE BOXES AND LIDS LABELED WATER' SHALL BE SUBMITTED 0 rot OF LOT J,Tr Lora) ■ �- T THE TOWN I2 Dt iL1.i OF QUEENSBURY WATER DEPARTMENT FOR APPROVAL. CL-52 ZING COATED PIPE, VALVE ALIGNERS AND BLUE ON A LOT-BY-LOT BASIS �� i 1} ,; \ � 6. ,� �- / :°:'. ,1 PAVE:NEHT N BOLTS ON THE FITTINGS 1° }} f ,i .I , ,'1 , T - LAm's NIF ` )- Aa I - `,1,{ SHALL 8E PROVIDED. THE PIPE SHALL BE PRESSURE TESTED AND CHLORINATED PRIOR TO COMMIS$IONINO, SEE GENERAL NOTE #6 �Il, I �, ' , \ \ MATIVE DEVELOPfAENT ASSOC.. LLC { ( ) O 1 { \ \ L.5653, P.286 I �" / I f Pura VIEW , IDHIrt 70WN�OF OI ENSfa t I I IIiII \ TM # 308.20-1-9.2 1 LIRY WASTEWATER NOTE; I / Aa • �� ,; \ TOTAL LARD AREA= 1 , tj CONSTRUCTION SPl CIr iCATILIN 1. THE MANUFAO' w IURER SHALL FURNISH COMPLETE FACTORY-BUILT & TESTED GRINDER PUMP S TO a i?. � 4 ( f 'i "-� .� \ \ 1,i53.60;t S.F.t � } t , j M TA # N(5j EACH CONSISTING OF GRINDER 1 1 i PUMPS SUiTAULY MOUNTED } l ' \,. 33,37# ACRES 1" J M, i 1.ST➢14E SIZE -USE 1-4 ]NCH STONE;.OR RECLAIMED Gf1 RECYCLED CONCRETE IN A TANK CONSTRUCTED D Q, 1 �' I }} � , } � , , RG �` � � � �� r � I ? _..:-Lrycl nr c,c,uw SF / EGu1vAt.ENT, c EREre DISCONNECT F FIBERGLASS OR HIGH DENSITY POLYETHYLENE (HOPE), ELECTRICAL QUICK ❑ }I t , ` r NNECT (NEMA 6P), PUMP REMOVAL SYSTEM, SHUT-OFF VALVE C r 3oo.zD-t-TB UD f. t sro Y L,1FrE Y: �_ L..�E 9ur_ NJ" a LENGTH -'NAt LESS nfaN sa A CHECK VALVE WITHIN THE BASIN, NEhdA 4X ALARM PANE LIMITS OF TEMPORARY SLOPE II I •;1ov� 1 "T / $� ) co U v1,7 1 I ! FEET (EXCEPT ON SNJG.E RESIDENCE LOT WHERE A INC.THE OPTION OF REMOTE MONITORING, & ALL NECESSARY WIRING & CON O L WITH 3D FOOT MINIMUM LENGTH WOULD APPLY). UNDERWRITERS TR LS. THE PUM1{P, TANK & PANEL SHALL BE LISTED WITH THE LANps NIT` ` I 7 i:, a LABORATORIES____� RENNETH s HpsrETLER FOR PHASE 'i i I t �� I A-z�O / � ' \ a 1 3. THICKNESS -NOT LESS THAN SIX (6) INCHES (UL) AS A COMPLETE STATION, NO THIRD PARTY TESTING 70 UL S7ANDARp WILL NDT BE ALLOWED.■ II ' •+. WIDTH - TWELVE.t12)FOOT MINIMUM, BUT Npl LESS irinra THE FULL 4l1DiH Ai 2 'I'I HE PUMPS) SHALL BEAR THE SEAL OF NSF INTERI t ' 01'"",•A POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR tea) FOOT IF SINGLE NATIONAL,.THIRD-PARTY T ', r FF 3?c en i , E r i i R TESTING TO NSF STANDARD IS NOT ACCEPTABLE.`THE "----- _� .._ -3g w i l 0 .\ ` i \ , r r ? f ENTRANCE rD SITE: PUMPS) SHALL BE A SEMI-PROGRESSIVE CAVITY STYLE PUMP, a .• .I. I � M IT SHALL BE CAPABLE OF REDUCING ALL COMPONENTS I O a 1 � �+ W. I. ,i ,\ , \ \ /^ I � /! s;GEpr£xnL£ WILL BE PLACED OVER THE ENTIRE AREA PRIOR T❑PLACING Or STONE, DOMESTIC SEWAGE, INCLUDING A REASONABLE AMOUNT OF " N N NORMAL FOREIGN OBJECTS", SUCH AS PAPER, WOOD, GLASS, WIPES, RUBBER & THE li \,`,,' \ \t (7 K) '1 7t / LIKE, TO FINELY-DIVIDED PA \ I `1 1 1 '} �. c,,.a.,,,,, I i r 5, SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED FpttaRiJ CON PARTICLES WHICH WILL PASS FREE. " \, J �1 �,E,,;t �/ sraucrtoJJ ACCESS SMALL BE PIPED BENEATH TH ENTRANCE. IF PIPhlG is FREELY THROUGH THE PUMP & THE 1.25 DIAMETER STAINLESS STEEL DISCHARGE PIPING, THE PUMPS) SHALL BE CAPABLE OF DELIVERING 15 GPM ALAI IMPRACTICAL,A SS SHALL BERM WITH 51 SLOPES WILL 8E PERMITTED. AGAINST A RATED TDH OF 0 FEET, 11 GPM AGAINST RATED \ R \ "1.,, \<`,.; ( ,`� 11 � \ + �I/ ' R 7.laittT£uaraEE THE ErvTRgwCE SHALL a 92 FEET & 7,8 GPM AGAINST A RATED TDH OF 185 A TDH OF \ � _ - _ ti c # , �, . \ ., � t t � � \ � LL BE MAINTAINED tJJ q Cdrlplrlo)J WHICH WILL. FEET, THE PUMPS MUST BE CAPABLE OF OPERATING AT A NEGATIVE TOTAL .� '- - - I II '� I , 1 t, S \< , r I ' / I--" �'\ PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-CF-WAY,ALL DYNAMIC' HEAD 'WITHOUT OVERLOADING' THE MOTOR(rS -\ t � } \, ' O, THE PUMP SHALL HAVE REDUNDANT RUM FEATURES. `' �-- .-_ \,, , , , 1 ,{ � �'' 1 \ � ISEDIMENT SPILLED, DROPPED WASHED OR.TRACKED ONTO PUBLIC RIGHTS-OF-WpY \• �. '�- I it\ `.)1\ ` I 'j rdD l' f MUST 8E REMOVED tHMEB1ATlLK `" .\ , \ 11 1 i \1 i \', '' 1 I X \ ";- H.WHEN E REM 5 M 3. THE ALARM PANEL SHALL BE INCLUDE s tan /\� ` f / I G t REQUIRED, IT OVER BE pprN T A AREA DEVICE. WITH STONE N LUDE A NEMA 4X, UL LISTED ALARM PANEL SUITABLE FOR WALL OR POLE MO \ ! ) t I IrNtl r�1 ) # �, ANDWHEN VAH DRAINS IS EQUI AN APPROVED SHALL BE TRAPPING DEVICE: INCLUDE A GENERATOR RECEPTACLE W AUTO TRANSFER MOUNTING, IT SHALL u-' \ I II ! I / I r. I ! / F R CAPABILITY, THE SUPPLY CABLE SUPPLY EN THE PUMP & ALARM PANEL SHALL;,♦. q, \ I /' 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH NOT BE SPLIC{,D.. THE APPROPRIATE LENGTH OF C L $ ^� '� TPd - _ _ I, � , , , ' � �' I I' RAIN, CA H . ABLE.SHALL BE INSTALLED W/ AMPLE SUPPLY CABLE' FOR SETTLING LOOPS. THE �, \ ,l, -i) - ;. / / `._ �I f / 1,/ BLEB CONDUIT SHALL BE SEALED IN THE PANEL USING DUCT SEALANT - Jam, 3 uJ ,. �: TEMPORARY Anapr£D FROM DETAILS PROVIDED Br.usnA-Nans. PENETRATIONS AT ALARM PANEL PENETRATION. ALL ALARM PANEL \ / STABILIZED SHALL BE THROUGH THE BOTTOM OF THE PANEL. BACK OR SIDE PENETRATIONS ARE NOT ALLOWED, X �` _1 \ 8tl\ Lr, }I ' ./ J1 J I STO � i ) � 6' , NEV YORK STATE DEPARTMENT Or TRkrN,naarArTOrJ, _ J,) ' ((,. NEV YDRK STATE DEPARTMENT OF CNVIRCNNCNTAL OONSERVn7IprJ: GL•1.NSTRUGTIDN �'T `, O'� i•' t (, .f Ny C�iECK AM . 1 ; I rx 3082[1.1-ft IJEU YDRK STATE SOIL 1 WATER CONSERVATIDN CO✓MIrTEE 4, INSTALLATION .SI{ "\ `\ \ / ),it f 13E.YWEEN / I LANDS H/F ACCESS ALL HAVE A FACTORY TRAINED/AUTHORIZED SERVICE CENTER PROVIDER WITHIN 60 MILES OF QUEENSBURY! ; NORTHEAST POWER I E^LTY.U 24-HOUR EMERGENCY CAPABILITIES, STARTUPS ( ) Q RY Tx 3I5..-f_a.z \ II ! % "% '1 ' I 't F'rWASE 182 E I HALL BE SCHEDULED WITH MANUFACTURER'S CERTIFIED TECHNICIAN & ALL PAPERWORK LANDS HIF \.� �` ._, II i / /` ? �•� /S I I SHALL BE FILED WITH THE TOWN OF QUEENSBURY WASTEWATER DEPARTMENT,. FAITH❑IHLE CHURCH tr' �'\ ■ I 6 F i !iI 3 ) f 5. DISC\ ,�" DISCH ARGE PI PING G L \ i N SHALL B E 1.25 P 1 }I : ' i HD E (SDR-11) FOR SIMPLEX STATIONS & 1.5" FOR DUPLEX STATIONS, PIPE SHALL HAVE. A 304 OR �_\ i `% l� �/ - _ I sPanNG VARIES SYMBOL 316 STAINLESS STEEL CURB STOP/CHECK VALVEjCLEANOUT ASSEMBLY P .\ V \ \ \ ! ;/I Ij/I,/ ! // / DEPEN➢ING GN ARCH STYLE CAS i 0 AT THE RIGHT OF WAY/PROPERTY LINE BOUNDARY: AN M LACED s ' \ t T1� }I r / / j / �) 1 CHANNEL SL➢aE 7 R N CURB BOX WITH A STAINLESS STEEL ROD TO THE CURB STOP SHALL BE PROVIDED, THE CURB BOX SHALL BE -% -\\ TF,, \ \ \ �j%t /, f %' r 1 X -0-a EQUIPPED WITH A CAP LABELED SEWER', TRANSITION BETWEEN PIPE & CURBS 0 PLASTIC 7 P/CHECK VALVE/CLEAN OUT ASSEMBLY SHALL BE BY 'rJ// Q YLIGHT 24"AU ET \ "� , . '� / 1,at��)� `',,;I° 1 _ -a Tl W/ INSERT OR BRASS W SS INSERT COMPRESSION / p ji; / ! CUTOFF TRENCH SANE EtCv ylarl EREST THERMOCOU / I ADAPTERS; CONNECTIONS BETWEEN PIPES SHALL BE A FUSION WELD OR �� AND INSTALL TEMPORARY 3�TON / j// !! !/; - / "' i w- IB W1BE TGE-�//s 2r reA PLi:RS, PIPE SHALL BE LAID WITH SOME SLACK & HAVE 5' OF GO J r Dy., B' DEEP iOPcl H x OR BRASS IN;TALLATTQN OF TRACER WIRE RECOMMENDED, COVER, TAPPING SADDLE SHALL BE EITHER STAINLESS STEEL !�/ PRIOR TO ABASE 2 U[C�'P,ION 1 ��f: / ! yam`' / - c::, 1 A , e CENTER \ ;;t/Ii'! - T3 / 7/ I / g - -j/ _ NOTpEiS AC L[ A I 6. NEW TAPS INTO / � I I " / \ -- I GROUH➢ rJ EXISTING HDPE PIPE SHALL BE INSTALLED USING AN ELECTROFUSI\ / I / - LIE ON METHOD. ALL OTHER METHODS OF TAPPING \ „ /rI�A/ J /ll'lI / I /- H H N. EMITTED TO THE DIRECTOR OF WASTEWATER FOR REVIEW. Ill SHALL BE SUBMITTED .FJ. r/ /� r t E.:r:, 1 } - 388- / n x H IF c) VI 1 I) � I vp*!tF 11/ r ca•wtre -`_�'� SLOPE rFrIFFI 7. EX. 2" LOW PRESSURE PUBLIC SEWER MAIN CONTINUES NORTHERS ,1* - - .�, `t i r•HDPE / I I l -"- I �;` WHICH POINT THE SEWER B „ NORTHEASTERLY ALONG NATIVE ROAD, Ta.A CLEAN'JUT AT CAREY ROAD, A7 ---- ( ) I ,/'.rll/I("" ,'' 3 -HOPE 11 i - -___ ,I. ` F1LrERJ! W R BECOMES A 4 MAIN & CONTINUES NORTHEASTERLY TO THE INTERSECTION OF CORINTH ROAD, THE 4„ AI //! CONTINUES EASTERLY ALONG CORINTH ROAD,TO A RECEIVING. GRAVITY.SEWER MANHOLE NEAR THE. INTERSECTION OF BIG BA 0 N /. tll l.!/ .I ) / J ! t �ti`,V / / . FA BRIE ptTEIT BOTTOM _ Y ROAD. ��; / / -1 I G_ -383 ( acs��i eaiEEiy' fa'' el 8, THE NEW 2" h /� r< 1 Ii //it J '! ; /' 1 (> CB INLET 'M�' .° - a __ f i 1 1 rdA.srMfJ' `" I !/j/ I a)E 1. i, ,'l� / SFfTI lJ A-A a �\ eac rwx IDPE SDR 11 MAIN SMALL BE TESTED TO ENSURE INTEGRITY. ALOW-PRESSURE AIR TEST OF 0 0_ 1 ( ( ENTEa N MORE THAN S5 S I, I / PROTECTION 3 1 _ E MAY BE ACCEPTABLE. F �ir.T61 O' ,y, /' ! 1 I' �u r NOT T❑SCALE ti 0 MINUTES PSI OR \\� 1 )1 , .I rivODICTab i "coi {:/y l� I I I TYP. 1'1511AS—i >t )I / $4-- ,r7� i;.' /' TFJ{is.D• l' �, ,I 1 9. RECORD DRAWINGS \ C e G"Ir I ,� >l 11(1` / ! F11 TER FABRIC / i ,, SHALL BE SUBMITTED ELECTRONICALLY TO THE WATER/WASTEWATER DEPARTMENT IN AN ACCEPTABLE FORM. 11 ®\\ \ / ,rY 7Jk� I7r.,J7Jjs � \ ,',, I \ . , ' \"'s \ \ Ih ri JNI? t•3r JI ) " _ ( r Sta_TI❑I1 B B THE OWNER AND \o\\ ♦\ } P1 /'�1 / STAGING ARE11 'A I i . � m0T TO SCALE `, \\.� `� il,. �. w x`i`i j 1, t`� _ - I CONTRACTOR SHALL COMPLY WITH THE STORMWATER POLLUTION PREVENTION PLAN SWPPP PRE\♦ `� - �: /' m 7 coNSTRU TIO! SPEf IF 1CATIOi1S AND AS A MINIMUM IMPLEMENT THE FOLLOWING EROSION AND SEDIMENT CONTROL ME ( } PARED FOR THIS PROJECT t _ ) W/TOPSOIL. ) r , w 1` l 4 / ~ �__� '�1' ,71`� /j :. ,�D' `/ I, TS TPIf'STCCICKPILE I ��I 1'i 1 ME• '� _ L STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION to THE LINES. L MEASURES: J ,'3... ` 3 1"`. � 7" - -t- :'- ill ',AREA T, �) !t' I/ II I, GRADES AND LOCATIONS SNOVIF rr{THE PLAN. - , 40 -- - j „ i L , YP. \�r�/ } -383- ,/ I 2 SET SPACING OF CHECK DAMS 10 ASSUME THAT THE ELEVAT OJS <r CONSTRUCTION AND MAINTENANCE OF EROSION�t 4 C THE cR=_sT AND SEDIMENT CONTROL MEASURES iN ACCORDANCE WITH THE EW / t / •I,= 9 OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION Or THE TOE OF THE STANDARDS AN SPPCIFICATIONS FOR ESQ510N AND CFD 1 N YO--- R:K STATE l / \\,,� s_ , \ /�� i ;) / \\ ^� I ! ir,-rr.r,?. i�i I11 �� / �' I . UPSTREAM DAM IA NT COhTR01, \'" �.\ ,'♦,`� - rI 36_ '%, •/'' ' J I I I ,, ,( / 3 EXTEND THE STCNC A MINIMUM OF 1:5 FEET BEYOND THE.DITCH BwJKs t - INSTA y" _ / r f �. - f �L } ' ❑ ELATION QF EROSION ANp SEOVMENT CONTROL MEASURES AS SHOWN ON THE PLANS OR DETAILS AND AS NEED D U\ 1Ir Ii/ \ YYY GENERAL COURSE pF WORK. £ D RING THE - , I / PREVENT CUTTING AROUND THE DAM. .{{{{ / , 4, PROTECT THC CHANNEL DOWNSTREAM.OF THC LOWEOT CHECK DAM FROM SCOUR �~ .�1 ..•f 1 .., ` '/''� J,-a JE I' / ,�,f ' r. I 'TF.•J&f.7J 1 ',81Ai ^�•-m- `-.,w - „ �' �. I /: AtJp ERASION WITH 5T❑N6 OR L[tJER AS APPROPRIATE $O# i (l�� a .` /^ i :/t 38 LP.!t INv7a7S} T.S /. 1 s. r - L EROSION WILL OCCUR AFTERCHANNELASCULVERT EVERY RAINFALL UNTIL TURF IS ESTABLISHED.LISHE �O�\~ \. _�� Y / j , /,: - to iI CHECK AM ARE EROSION AFTER B D. IT SHALL BE THE OWNERS RESPONSIBILITY TO REPAIR DAMS RE NOT SUBJECT TO DAMAGC Od BLOCKAGE FROM➢1SPLACED STOIC EVERY RAINFALL. FAILURE TO REPAIR MINOR EROSION 37�- �•J55_a \ =��/-- t I . // r// S 1r ` tla�\I , /r WILL RESULT N MAJOR EROSION AND POSSIBLY PAVEMENT AND \ ••., ��.`,,.,i?� � •-- ..•�._, �•^J /tl lf.� •;.; � - - .� - ,•� cD.ti�FEacri'� ' � ,yp•ta�,a 1 ., ~ J�l✓3$2`' /'� /� MAXIMUM aaatN,iGE AREA 2 ACRES. PRIOR TO SITAILURE. / , \ 17-J730E DISTURBANCE, EROSION AND SEDiMEIJ7 CONTROL MEASURES BE IN - PLACE, -. �"--\ `- v _/�� ! 1 f! - F-_� '7, 'I' /&�T•., t �-�. - ADAPTED FROM DETAILS PROVIDED BY•USDA-rvRCS, "� -..., -./ ' l I l/ ! !/ - l•JY+Oa 1:J7).5., C8a r') f '` 'JL ` C I NEV YRRIt SIFT£DEPARTMENT OF TPAItSPDRTRTI➢N, ,,� - "'�-`� .1, ,f ��/� /I/, /I �r. --ii /. I \ `Q ;� ,.'•' NEV YGRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERYAtION. STONE DI•lE CHECK DAi•I - TEMPORARY # S r N TALLATION OF STABILIZED CONSTRUCTION ENTRANCE PADS AT ALL LOCATION R C `,� ♦y, / .r•, / >r:•J7T.0 / p p \: HEV YDRK STATE SOIL L WATER COrISERVA7tEN C0MM11 TEE ONTO PUBLIC ST#jEE S / \ I I /� �, ;f / \ JNv nao / C,-' I T N WHERE CONSTRUCTION VEHICLES WiL_ ENTER \ m `''ttiv/1� I I�, II/( t f y `a " \ \ i EXCAVATION 0 ' 9 , -, �1 ." i i I11 l 11't ! } £ �N '�/°, P 2 } Np >s_, . . - W WORK CARRIED OUT DURING PERIODS OF INCLEMENT WEATHER SHALL REQUIRE ADDITIONAL EROSION CONTROL MEASURES AS 77Ss MAY BE NECESSARY BASED ON CONDITIONS, �..4;., ! .Ilt/R(Ag1F9Y,t^,yr,7� TX�J13. ) 93 -B / 03 ilili)1 ilia IIIIII ix4 /IF�NU %/!t/ 1 Lit 1 \ - �i , - - LAMOS Nr 7 \. P•, N7NJ (AVE RED. 1. \' `- Y _ quEEMseuRY4nt+DcoNsvnvAHCY ' I i II I}Ii � -I II filtwF; it Ts1v� \ , car _{ 83- ADDITIONAL EROSION CONTROL METHODS INCLUDING SAIL STABILIZATION MATS, PLACEMENT OF STONE: LAC ( {{ r7 Jar,7s PLACEMENT OF SOIL MAY BE 1-1 I'll III 1 I Ii' I ix \ -C r(Yit 7a65 (I STABILIZED REQUIRED DUE TO CLIMATIC CONDITIONS (EXCESS RAIN, ETC,) ',, ' i FESLv ao.p ,� d'o ) ^(^ '� L � CONSTRUCTION ` -- I \ \\\\i } ', j / \', ' SALT FENGE f gAr f S 58'O' ' ENTRANCE 7Y - VEGETATIVE STABILIZATION OF DISTURBED AREAS TO BE MULCHED AND/OR SEEDED BEFORE NEXT WORKING D \ Ilill�i\\'t' ' � �_� \��= f V. \ L 480➢'❑19 W , P. X P1 AY. \ y} pj t I , 2F} ` \ - \', CONSTRUCTION ' PLANS SHOW TEMPORARY SOIL EROSION AND STABILIZATION MEASURES WHICH SHALL 8E MAINTAINED UNTIL ALL AREAS ARE STABILIZED. ` �EO \ / t- __ \ '`` } . �Z' I_!.�_ ` \ PHASE 1 B \- HTHE OSES CONTRACTOR SHALL BE RESPONSIBLE TO SEED AND MULCH (OR HYDROSEED) AND TO PROVIDE AN ADEQUATE WATERSOU/ /' - - ' 1 } }Ilia t �-,-,o �� \ �\ �' \\\�-' \ \ _ FOR GERMINATION OF THE SEED. SOURCE AND 1 4 ",\ - It R.327 a2 DUPoNG WINTER CONSTRUCTION FROM NOVEMBER 15 TO THE FOLLOWING APRIL 1, THE APPLICATION OF SOIL S , �" .z /��♦�� I ` ' ' STABILIZATION MEASURES I \ \ ;;t s3 jC-, _t �`�, 11� (�„ f L-z25.sa ! SHALL FOLLOW THE NYS SSESC SECTION FOR WINTER STABILIZATION ON PAGE 2.38.I \ tjplI, EPj r c \` `\ ,\ 1 , LL\\\ ((\// C.zn.ts' Tx sos zO:)-3 r (( ,,..`dJ \ 6� �. __.,- `�-�,\,`1 `\\ •.' '` \. I S 27'09•oa-w LANDS u F 1 / I �\\\ - -\\=i "-,1I` \\^ \\ \\ / EXIT 18LNO PROPERTY HOLGRIGS,LLC l - U• tt- L.o IF,9+c,, OS IL IMP1iGT MITI!ATION: 1 , �\ \ \ �y ,,�� `��\ 1 ` \ , �.aen rs SILT FENCE \ \ \ -�_C• \�\'`,�1 `• 1\\' \�, f n cv.,..) ... J SILT FENCE PT1 D 1` \ ,�,\ 1'`��e \�\\` ��\•.\`` 1 \ Ip' 1, CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH APPLICABLE SOIL AND EROSION CONTROL REQUIREMENTS IdYS STANDARDS A `> \ - = \ y '� \� . \\ 1,ti\ :1�`�� - \ �' SEE NOTE 2 FOR SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL), ( AND \ \ ANCHORING 2. IMPLEMENTATION \ \` \ `\ OF THE FOLLOWING'! l�\ _ LLOWING TEMPORARY! N B3'24''LI^IY. `- ♦.�. -.. `.1\ tii's _.._._ .. -..._ -� -. - \ =� -� \ \ \�\rt\` ,`„\\� �' I„ ./:� - - _ - E u _ RAR EROSION AND SEDIMENT CONTROL MEASURES; / \ - \ \'� ..: . �• ' \� �; \\. \ r TPIa. \\ \\f\\�\\ \> R Q IREMENTS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, A STABILIZED CONS } TEMPORARY \\ \ \, %\ \ f _ f\/\ \ \\ \/\ ENTRANCE AND EXIT POINTS, CONSTRUCTION ENTRANCE WILL 8E INSTALLED AT VEHICLE TRAFFIC PROPOSED TREEIINE \ ♦ \.? ` �,.`\ _:\ 1. , \ I (,tt3' _ IX?0a 20-1-8.1 //,,,,,,/��/�/ !�� .\„ I'it \\ \ - LAriCS tl/F \ / / / 11 ' / / / -DUST CONTROL MEASURES WILL BE IMPLEMENTED AS NEEDED, SUCH AS WATER TRUCKS, _.... - (JO.DUFFER TO PRA°EATY CLNf -STORMWATER TRAP 'I ] ,,I�r;I ,\i .\ !,ti' ) \•,t 111 j' �':,, iI }II `._.. \ `\ '�/'� - TOOT;OF QJECtN5DURY \\/ /\\\\C\' I 2 \ \ \', �. {:}(rj,7E REMAIN T3 FUTURE I _ I,I/ , 1 i I , RAC.OEPT. / - /' f\ \ \ ._MATERIALS SUCH AS TOPSOIL AND STONE WILL BE TEMPORARILY STOCKPILED ON THE �EfELlWMENT DF•car J,:tar+) == r t l \ / g. /• it / // ; A SILT FENCE WILL - / ) I. ',/ / / )I 'I' I}� II, \ \ \ \ `\ \ \ \f ,\�\l f� L BE CONSTRUCTED ALONG T PROJECT SITE .DURING CONSTRUCTION. 1 z/i .J./, iI I d s IJ t (� \ \` \\ \� ;\� \• \\ \ \ \ �\ \\; HE AREAS' OF GROUND DISTURBANCE, AS IDENTIFIED ON PROJECT PLANS: THE SILT FENCE / \ / ,//, f 1 f 41, II I ,t;, j 1; /� /� /� �/ f \� / \y/\f\/\�\ WiLL 8E INSPEC7`ED DAILY AND AFTER SIGNIFICANT STORM EVENTS AND WILL BE t ` ,, /;, i / , }tl I,i tl tti_ .��.. ., \ L. r / f / ,� �/\�� /�\�� ` /J f\ T85 -TEMPORARY S MAINTAINED AS NEEDED, - \ Q 4� _YY -� / I , ,`,,t. �., .\ 1 �_` \�,\\\\\\/\\\ \\* \\ \\ \� \\\\\ `\\�\��\ MIN, l0 MiL. 2D21542 10Str#2021-30D0068 SEEDING WILL OCCUR ON AREAS THAT ARE CLEARED OR GRADED WHERE WORK HAS STOPPED (TEMPORARILY ➢;7; 5 ail - =l`.1 _ j i ( ( �� - \\ \ \ 1 \ :' /j.� I�/\�``i//\!f� /\I` .l\/� / PERMANENTLY) STABILIZING THE SOIL WITH TEMPORARY VEGATATI ( RILY OR PLASTIC LINER VE COVER. / ' -3 1,` I i \ \' 1i1}� h \ �1'`'--- \\�\/�\\//\<\.xl\/\\\�\\�, .1 O9f03/2021 09:02:27 AM -SILT FENCES ANU TEMPORARY SEDIMENT TRAPS WLL BE USED TO INTERCEP l \ i 3 b r / ' =� i 1 \ ;• /. ./ i 5a I I j \ .__,I, t \t\ \ \ \//I �.- / THE SITE. T RUNOFF TO REDUCE THE AMOUNT OF' SEDIMENT L£AVIN \ I %�/ i. 320- I I �, \`\t \\ \ \ 1 Pages J i///'. � i Q` 1 l / / erta asE�,inEEUNE CONCRETE WASHOUT AREA DETAIL MAP MITIGATION MEASURES TO BE IMPLEMENTED i �i/y j LuMJ1& Lt RUTCJ! I}11/l) -,, \\ -AREAS THAT WILL BE VEGETATED WILL BE SEEDED, MULCHED, AND MAINTAINED AS OUTLINED IN THE PROJECT PLANS AFTER COMPLETION j/I y2 % /y, % /ii � V r A /fi/ - - ,i J ///i, t j;/, :._ / .! % /i.�/ i / ' . / \\ ,.1 \ NOT TO SCALE OF THE MAJOR CONSTRUCTION ACTIVITY. Ix aims-1-10 ,)� �-.�i �, ;�-/�� _ : - r \ Pamela J.Vogel.Warren Co Clerk .__---FILED -. -SOIL RESTORATION WILL BE COMPLETED WHERE SOILS HAVE BEEN DISTURBED AND WILL BE VEGETATED TO RESTORE HEA LTHY SOIL. I Ton,6 QUEENSBURY REC DEPT � �•!/i%%,ice---- -�=` '' ~ CQ CRETE INASNGUT NOTES ___ SOIL RESTORATION WILL FOLLOW PRACTICES OUTLINED IN THE NEW YOR STATE STANDARDS AND SPEC#FICA'114NS FOR EROSION AND SEDIMENT CONTROL AND IN THE NEW PORK STATE STORMWATER DESIGN MANUAL (NYSD£C; 20150). -EROSION CONTROL BLANKETS WILL BE INSTALLED TO PROVIDE EROSION PROTECTION AND TO ASSIST WITH RAPID ESTABLISHMEN OF ' �� 1. SIGNS SHALL BE PLACER TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD JS DISCHARGED. VEGETATION. / Q = //�/� ' ~Te��/ +I s �'� \ =r: OWNER/APPLICANT: -STONE CHECK DAMS WILL BE INSTALLED IN E' // JO VEGETATED DRY SWALES TO PROVIDE SOIL STABILIZATION AND DECREASE STORMWATER i ij 2. PLASTIC LINER SHALL BE HAVE A MINIMUM THICKNESS OF JO MIL. #VITH NO HOLES OR TEARS, AND ANCHORELI BEYOND 7H£ TOP OF 7H£ PIT 11?7H AN NATIVE DEVELOPMENT ASSOCIATES LLC RUNOFF RATES. "r_� EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURAL APPURTENANCE EXCEPT AT ACCESS POiNT. 6 ENTERPRISE AVE, ' CLIFTON PARK, NY 12055 VARIES VARIES, SEE PLAN I TAX MAP #: 308.20-1-9.2 SEE PLAN . CONCRETE WASH-OUT T MAINTENANCE NOTES I; F t k ` 1 II J. ALL CGrJCRETE WASHOUT FACILi7TES SHALL 8E JNSPEC7FD DAILY. DAMAGED OR LEAKING FACtLl77E5 SMALL BE;DEACIlYAT£D AND REPO f1 cr ra REPAIRED OR REPLACED N 3 ALTERATION OF THIS � •o _ i• !hlMEDIFTELY. EXCESS RAINWATER THAr'HAS ACCUMULATED OVER HARDEN CONCRETE SHOULD BE PUMPED TO'A STABILIZED AREA SUCH AS A GRASS r Lo Ifj r j T*i p 0 1�',.J o r a J o . / r FILTER.5TRIP. - DOCUMENT EXCEPT BY A CONSTRUCTION PHASING, EROSION & SEDIMENT CONTROL PLAN �� C�� -1 ca Cu LICENSED PROFESSIONAL , G �` cJC� 2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75X OF THE STORAGE CAPACITY OF THE STRUCTURE 1S FILLED. ANY EXCESS Q q Y Y s X >- iaJ ` } f^ E VARIES E WASH WATER I t c(1 �I SEE PLAN VARJES SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. - I- o O m ENGINEER IS ILLEGAL NATIVE DEVELOPMENT QUEENSBURY � 6 Chi C5 i�� ! ?C ,_ TOPSOI SEE PLAN NT _ � STOCKPI E 3, DISPOSE OF HARDENED MATERIAL OFF-517F IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED i_ � +O{�L' C�� c� -r5( )-c� � AND ACCEPTED AS PART OF THE PROJECT SWPPP. !N THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED 11?rH A ~ ~ H NATIVE 1` �+ 'C L i , MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. z z DRIVE j`j w w In r �t c a o 4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY M M z 1. r -' J r I\i�+V PLAN WE' 5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE!N NON-DESIGNATED AREAS. O O f` )t.,` NOT TO SCALE ;: � C9 CD : ! , GRAVEiB SEE D£rAtl w w w `o /. \ _ \, STATE OF NEW PLAN WE� SILT FENCE w w w z z 0 f TOWN OF QUEENSBURY COUNTY OF' WARfEN NOT rD SCALE ;E � : rY YOB!{ GRADE SURFACE TO DRAIN_ Q O w w o N r SEED _ ��_.^'-�,c !-c u a cU wt �Q r' a -?-.o. . 6' SIL T l SIL T U U U ~ '. FENCE w w w �� I 0E GINEERS, LLP FENCE TOPS 1L 1 411 Umo>15treet u, NPROFILE STOCK iLE ` � I- I- ``' ``' � +. ,t, , •Nor TO SCALE I -d � o �r + r, . Schenectady,NY 12305 EQUIPMENT STAGING AREA DETAIL I o o , o ) 11rir ,�+„'. � � � S 1$-377-0315 Fax S 18-377-0379 TOPSOIL STOCKPILE DETAIL I- � _ �I C, tti` www.abdeng.com . . ci LUIGI A. PALLESCHI P.E. DATE: SCALE: CIWG, SHEET OF . I I I It '16uI d c•i ZZ N.Y.S. LICENSE NO, 94676 MARCH 16. 202C} 1" = Inn' eLAaaIl CIIP7 A R _ 60'-0" RIGHT OF WAY DETAILS S ALL ROADWAYS, WATER SUPPLY AND SANITARY SEWER � � \�\\�� \ASP\` (I 1\\\\\1\\ t :\`,'1 ,r bD---` 1 ,• J1 1 >� /`� � � , DETAILS ARE PROVIDED FOR GENERAL REFERENCE ONLY, 28' PROPOSED A7D1710N \+ � 1� \\\` ! Igo � 12,550E SF IS REQUIRED 7O CONFORM TO �� \ THE CONTRACTOR 5 1.5"MIN (C MPACTED TOP COURSE'ASPHALT yyr \ \ ) \ \ \ (so'X21q) THE TOWN OF QUEENSBURY HIGHWAY DEPT, TOWN OF MIN, 2' 2' CONC. - I 4D3.1 TYPE 6 BvrJa QUEENSBURY WATER DEPT, & THE TOWN OF QUEENSBURY SEWER DEBT, AING VYING EDGE EDGE DETAILS AND STANDARDS WHICH MAY SUPERCEDE THE DETAILS SHOWN. ! , PA TIED BINDER COURSE ASPHALT >Fr37ao I{R J7d LANDS NIT SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR 2 4N (CQ ff No AST R ! APPROVAL, yy )) NrJazo' i, ! LANDS r+IF \ GONG - ITEM 03,f3. TYPE 3 rJ ?INNJB2? ~-Z / I RTnE POWER REALTY,LLD \ EON, /� TYP. 6 / srfPs ro or GRASS OR DRIVEWAY, �1 ,/// ;;.' �,,, �j� R7 otA lf21 EX.SEP=TANK TO SE ABANDONED / TYP, 12"MIN, SUBBASECOURSE ITEM '$ y' rf ! / // f ' l / //�/ ` y " IN-PLACE REMOVE ALL WASTE 304,05, TYPE 4, STALLED - / / \ !i €� /' l l ~~ BREAK aOTtOV, WAILS S'BAFFLE. ( } �/ !�r r/ 1� HYDRANT TO BE FULLY SACKFILL STRUCTURE KITH \ �, IN 2 LIFTS Y t „ 1.5"MIN CO PAC D TOP COURSE ASPHALT FIRE spyCLEAN FILL, 24 .. (. .. //�f/✓°�I:.O!,~- / , r ! /,, i /r�a� / '.\ RELOCATED y J � MANHOLE RISER 05£C ni7NS UBACkflLL \ �� CONC; ITEr 403;T TYPE 8 HYDRANT ! / !/!�/�', Ft / ' ,," l!! '. J woc: t ' EX, 7,Ot70-GAtLON r. btMULCH, RDP SLAB WITH TQP501L 5£FD �d ^' 1 FT OWN 1/4" FT - _ w,a,,o SEPTIC TANK M BE /1 3" IN (COMPACTED)) B(NND R COURSE ASPHALT �q^� CR / CROWN \ C. - ITEM 03.13 TY�E 3 � �e /• r TPtoc' �! J7 2 �---��- _...� ��/!f,'l/' d //I!, r /, � ` � i -s,[x ADANDONED /' r�/•\♦.J`� /�/ ' 6„ CO(Y �' , ',+ 387.0 I p6:x°°av, -aocx o0045 t7a.r I' ! CONNECT EX B'PLC SEKER INLET TO EX. ``.1��. ,;•,I. ,l!/.,e<:'L, , ,, , I % // Z / i ! ,� I - - DUTLET WITH NEW a'PVL'SOR-26, TNAU L d ear OUPLIS L.ti<'SEPTIC TANK,USE GA5Kt TETI x4 \.,, r '�•+ '- IXlPL1NC5 7D MAXI WATER-Rc+ri PAvr=brENT VALVE B ..,, srABluzanaN ➢ a /i///l j / _ s✓_ ° `ds FILTEg, FABRICuk) Q TA nON .£,) FABRIC, A1IRAFI 50OX \ / \ r>wsr.I,a --386 .�G�, ca2ectt ` //� J Pt l REPLACE EX.SUBMERSIBLE PUMPS fRblf PUMP 5 ' : � ••---"� LACE Wtnf(t)NEW SLMPLFX£-Wtf PUMP, _ ELECTRIC, GAS, f //�. +•H £ �' m Q ' J` "� Ez a'luv IN-J7soT* •n\`,"`'``\"�'!' if,..i\��• d / r o dt ! i A`.. c0.. NEW t.25'INV.Wr J79.J➢t Y TELECOM, CA (PER �j �l ( w Fz 2 utv.aur•J79,3IXk xfl0 10' MIN. UTILITY COMPANIES), ?0 l5 Noe iJlr r ! l H Ex,ALTERNAnua DUPLEX T• j 12 MIN SUB BASE PROOF ROLL I i' sU1AITON LE D M 1`1 PUMP m i COURSE ITEM 304,03, TYPE 2 CATCH BASIN, TYP, q I II / tY L ' / ! +•;1 2 o t� B srABav(5'ID x rx5'u_ 3.5E ... » „ rT}r0 I // ! � -+''� ry TD 8E M00JA Ia wr,a - -' 3 EX.DUAL 2.5E FORCE B DIP IVA TER MAIN, 2- LPPS FORCE MAIN / f/ B¢ MAINS TO BE ABANDONED 9 41 :',,N�61. 5SD1 r ! ` to `;;, .,...,.,., :;auiii , .•wcc Q,HOPE STORM S£IYER, - �� :, 3(i'J' , l ��r _ _ IN-NUDE ot` 5.5E MIN. COVER 5'MIN, COVERt a 1 FIRE HYDRANT TYP. (NN r.•]51z6/ 37.o f i / ! �• ",` �L =..---:_,. -�^ I , INSTALL a{Lft r-:/4'HOPE S1TE WINGEDGE AND PAVEMENT DETAIL LEAD } o ,,., TYPICAL STREET CROSS SECTION ;835 /t I 1NIJT3;5 -----5ZRAJOCUPLEITATEfTAL, O SCALE v z�aarN yyj� 370 5 N i , .lU • INY'J80.8 Td•i(ry11A`.•S77• t '+ S.6 '` "� `, � TI1fRMOCOUPLE/FUS+AN HEtO hX 4�y� NO SCALE r !,NN hh l t t j 2. /j o�r ,i„� ` Y MAWNERY L45TA€!EO IN HOPE SDR€I C r J I t 1 ( , I ! J4' t 4/ I �r*t MAW.INSTALL STAINLESS STFEL H JTxI'E �•' t@ J w ( 07 r CURB 5TCFICH£CK V Vf ttEANWT N5 JB� l� FESJ - ,i - 7F.• 2a !! i IVrwt ASSEMBLY AT R•DW, INN.J50J % r 1 _INN 3718 y+ rqO' TPI1!! � t^ irisi„G / T�4 1 QUEENLY W6TE r -�� i.-,'� 1- yt-,• �- _ r.. ' .' ,,,�' � I'CB2 S i L.•� rp r+ �0' ' �+°nnn[Atca ��f' OF QUEENSBURY R NOTES' r L if:•J9a5 Cv W I L,� nut EXJSIIN0 ASPHALT N377,25 zt'::. II -` °,. ° ) TO Bf REMom, 1. ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL MEET TOWN OF QUEENSBURY WATER DEPARTMENT SPECIFICATIONS, AtuSHRaoM VENT TYPICAL SIMPLEX '!: '- / Eau fao l� SIIOP DRAWINGS FOR ALL VALVES, HYDRANTS, TAPPING SLEEVES, PIPES, VALVE BOXES AND LIDS LABELED "WATER (IF r+ot EXISTING, hvaaABLE " m:% ' SHALL BE SUBMITTED TO THE TOWN OF QUEENSBURY WATER DEPARTMENT FOR APPROVAL: CL-52 ZINC COATED PIPE, -- AS AN ACCESSORY) UPGRADE INSTALLATION _E ,. `, ,, - _ ' D �'' -"3 �' `r,,. wN3iai� "~-_ { /�!!r'x '1' u • 3 _ ao 84 :-' VALVE ALIGNERS, AND BLUE BOLTS ON THE FITTINGS SHALL BE PROVIDED. THE PIPE SHALL BE PRESSURE TESTED AND V BEFORE AFTER EXISTING VERTICAL SLIDE FACE AND COILED HOSE v Ul t� , I "'; I ! i CHLORINATED PRIOR TO COMMISSIONING, � i ` ,.0 ' rf SBrAL r� _r{hc \ � -1, �`�'BfDo r ' � �! �A �` TOWN OF �iIgFNSBURY WASTEWATER NOTE$, PLAN VIE • f _ B ,;,.. .t tf )93 '\ 8 bNC 1 '.ti,. M (�. ct2ArED f, • . • , ;JCr APPRox,LOCATION OF 1. THE MANUFACTURER SHALL FURNISH COMPLETE FACTORY-BUILT & TESTED GRINDER PUMP STATION(5) EACH ' 5,,. ?'A170, ....;.:. EX.2'LOW PRESSURE ♦ �� r. , uRY CONSISTING OF GRINDER PUMPS SUITABLY MOUNTED IN A TANK CONSTRUCTED OF FIBERGLASS OR NIGH DENSITY W.+B;- Dom.!,-, i .. W5"J7 G -. '. .�E17f7 pti,S � �`, ... .:.. ,,,:,--., ,,.,,e^ ter''` PUBLIC SEWER nas Jt D TT J9t.°' --`�-- a / POLYETHYLENE ( DPE ELECTRICAL QUICK DISCONNECT NEMA 6P PUMP REMOVAL SYSTEM, SHUT-OFF VALVE +J/, �fYlENTS'Or••: , ': T ," �' , CHECK VALVE WITHIN)THE BASIN,.NEMA 4X ALARM PANEL WITH THE OPTION OF REMOTE.MONITORING, & ALL POWER/ALARM CABLE =• FL 1 'r ,y1tRAFf 50 \ > Z+. i '! , REMOVE'TERMINAL CLEAN OUT AND 1- \ / < '> NECESSARY WIRING & CONTROLS. THE PUMP, TANK & PANEL SHALL BE LISTED WITH THE UNDERWRITERS 'v....:,., -,.. .,-r.:.•,•,.m n. �x,,.• B COrrWCTOR W1GtD �� f aRrQ, 1 \ I ,:; .,,.... ✓ _,':_.,: � THERMOCOUPLE 51LW W£i1T NEWLY - �*„ ��.• I// „ '�- � r81' -' 133- INSTALLED 2 HDp£snrerr ro . LABORATORIES /UL AS A COMPLETE` STATION.1�i0.THIRD PARTY TESTING 70 UL STANDARD WILL NOT BE ALLOWED, dwC MINgIIMU CB ` .\ ) \\ ELECTRICAL ^ - I- w � Axr JO'L�X 35'W 24' \ ;u, °''• .t",: ,,; ( (SEE 102'NPOE FQUSOArt. OUIL-K DISCONNECT ELOPE EQUALIZER i,�;T; i I I f 1 1 `\ i J r. R"; $ 1 INSTALL 6'X8 JTa'ANGYDATE VAL a4 'nab ; J-,Ory, . '(SEE TOWN 4°•QUEENSBURY GATE rr n€A ¢P T` I t '' J7x5,: / - •R wnsTFWArFR NOTES) 2• THE PUMP 5 SHALL BEAR THE SEAL OF NSF INTERNATIONAL. THIRD-PARTY TESTING TO NSF STANDARD IS NOT ZEOD) ;\,.. VALVE� ', T t eat,`4a'•\ "� °_ jC ! FOR FUTURE LATERAL, T1F? '� uJTa'' I. r"'tlr' ACCEPTABLE.)THE PUMPS SHALL BE A :SEMI-PROGRESSIVE CAVITY STYLE PUMP. IT SHALL BE CAPABLE OF i19SULATI01.I ( ) S - E I \`- \ ? - 38 >tx .4'"-` REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE INCLUDING A REASONABLE AMOUNT OF "FOREIGN MAY BE NEEDED PVC DISCHARGE - ,';t(., ,\\'•.\•\�-� -_ �'-•- ^• ,- - -� `, N15iALi T-I/+ HOPE LATERAL.FROM � 1- ;. � £A•irDNrPOtf TO „ ' SLICE FACE _ t ! BE eRAr£D aRRUBBER LIKE TO FINELY-DIVIDED PARTICLES WHICH WILL PER ENGINEER) PG ).,,: \ MAW ro R.ala, mFRMocoUPLE7Ftlsav KID OBJECTS SUCH AS PAPER, WOOD, GLASS, WIPES; RU R THE �L1r RRi�pp RE-LOCATED DURIN -„ .,.,,•. ,,, ,,, ,..•....( QUICK DISCONNECT INSTALLATIEONS f;-� \'`•. l .J ,...,... ,... ,., .: .:--,..L,'�•, ,�-.` -_'� �•.� �. •. .,. '. � l0 NEWLY 1NSYALLED 2'HOPE SOR71 MAN -.. ,�'<.,� CONSTRUCRGN Wt VERTICAL PVC SLIDE ,� , .. .� ,j ,;•,, ; PASS FREELY THROUGH THE PUMP & THE 1,25 DIAMETER STAINLESS-STEEL DISCHARGE :PIPING. THE PUMP(S) SHALL ,.+.•..,r.. CAN ACCOhSODATE f , ;�`- \ ` ` \ 1N57AL1 STAINLESS STEEL CURB STLWfC FCX .R• SHUT DOWN MAIN UPSTREAM, - L BEDDING FACE VALVE EXISTING TANKS r A R.aw. DUMPST R BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TDH OF 0 FEET. 11 GPM AGAINST A RATED TDH OF 92 FEET ,. GRAVEL EXIST -� - iD`r-- , - ;\ ---_/ :,\.. I VALWS/CL£ANOUT ASSL`•MBL T 1 ., REMOVE CAP,INSTALL CV AND VALVE BOX h UP To is o M.0 MI .., sZ Q PIT€ -!,`; �_ \ iIi ENCL 05VR EXIEND MAIN AS SHOO, \�\, & 7.6 GPM AGAINST A RATED TDH OF 185 FEET. THE PUMPS MUST BE CAPABLE OF OPERATING AT A NEGATIVE POLLEE PORTED , CONSULT FACTORY `� :�� .\ (SEE TOWN aF QUEENSBURY BALL VALVE - \ FOR APPLICATIONS � •� - -�\f 1 \ EX.sTOnc ABSORPTION i! WATER NOTfsJ TOTAL.DYNAMIC HEAD WITHOUT OVERLOADING THE MOTOR(S), THE PUMP SHALL HAVE REDUNDANT RUN FEATURES: 512E0 PER LPSa !;4AIPI SWEEP ELBOW tu, OVER 160' 14.0 MI I LIF NYLDN PE ` a. �"�' ��` Lt� I�`, ! FTELD TO BE ABANDONED 7 I ` t EXISTING--— ( o3, THE ALARM PANEL SHALL BE INCLUDE A NEMA 4X, UL LISTED ALARM PANEL SUITABLE FOR WALL OR POLE 33f ` �. � `�� BUILDING 5 Tx]Da.2o-,-3T DISCHARGE i D\. x -, L \ PrrDPossD s0000f Sr ;? LANDS KIF MOUNTING. IT SHALL INCLUDE A GENERATOR RECEPTACLE W/ AUTO TRANSFER CAPABILITY, THE 'SUPPLY CABLE FITTING - \ 0• -- �_'�,•.� h'` _ \\\\\. \, ..;, ;;..,,:, EXIT IBLNo.PflOPERTr n°Lantcs,uc T STORY OFFICE/wAREN0U5E BUILDIN BETWEEN THE PUMP & ALARM PANEL SHALL NOT BE SPLICED, THE APPROPRIATE LENGTH OF CABLE SHALL BE FLEX16LE 1-i/4' Du . . ,i`� �� `• �\ LOT 5 AREA=7.77 AG INSTALLEp W AMPLE SUPPLY CABLE FOR SETTLING 100P5, THE CABLES CONDUIT SHALL BE SEALEp IN THE PANEL i HE (31,6 rrunl $, INCOMING GRAVITY LINE�f r ? /a �t�`� . ��;\ �\ 1 F>E3s5 t+ USING DUCT SEALANT AT ALARM PANEL PENETRATION. ALL ALARM PANEL PENETRATIONS SHALL. BE THROUGH T --""•"-t1 (.� DISCHARGE DISCHARGE HOSE ..\ -=- - -,-5 e `�""'ti��.�- .:;'�\��\\\\� �T� I t' BOTTOM OF THE PANEL, BA CV OR SIDE PENETRATIONS ARE NOT ALLOWED, .,.,....,,••....... .'`,. _ "' HEIGHT.. (AVAIL.IS.2614830M) �,.--.-.--�. _ t'\ \ '� \ �,� \\\� `L _ t -J0 11 r, 4 ��..•..aBACK .� V 33 E%tSTING '�y�.. ,R"k \'`.`�'�•=�' ',�'\� I I ',`i f PEA GRAVEL nY AND STAINLE55 STEEL _ INLET FITTING 2o' - �. F ! e \ \ \ \ t I 4, INSTALLATION SHALL HAVE A FACTORY TRAINED/AUTHORIZED SERVICE CENTER PROVIDER WITHIN (60) MILES OF OR FACTORY INSTALLED 1782 vnl \ �� \ -1' .11Yt. t�� NAk \ PERMANENT HOSE QLAMPs M,N mIAL i -_ •� �` `,-. ; \� AR xr� \ \ 4 QUEENSBURY & 24-HOUR EMERGENCY CAPABILITIES, STARTUP SHALL BE SCHEDULED WITH MANUFACTURER'S CRUSHED STONE PUMP STAND re- �- �,, �\ \ DOING ANTI-SIPHON CHECK VALVE �v\` 70E ITI4 BE (30o SERIES ss) aZONE" �;.,,\ \\ \\ �{\� 1, rre1 A CERTIFIED TECHNICIAN & ALL PAPERWORK SHALL BE FILED WITH THE TOWN OF QUEENSBURY WASTEWATER' (NORYL) �.,,ti. t \ `., \ - `�" DEPARTMENT. ', , TOWN Or QUEENSOURY ETAIL CENTRIFUGAL STATION \ _. �ti' 1 \\\� 111 1111i1 III \ --� IfG CONNECTION D u.. Mon REC.DEPT. „ TERMINAL FLUSH ® UPGRADE 5, DISCHARGE PIPING SHALL BE 1.25" HRPE (SDR-11) FOR SIMPLEX STATIONS & 1,5 FOR DUPLEX. STATIONS, PIPE TO BE UPGRADED SHALL HAVE A 304 OR 316 STAINLESS STEEL CURB STOP/CHECK VALVE/CLEANOUT ASSEMBLY PLACED AT THE NO SCALE SEMI-POSITIVE DISPLACEMENT TYPE PUMP. ' / .- "• , / 11t >\L/ \\ _ - ^� F EACH aRECTLr DRIVEN BY A 1 HP MOTOR `!�%r-.'- %~ '`' RIGHT OF WAY PROPERTY LINE BOUNDARY. AN ARCH STYLE CAST IRON CURB BOX WITH A STAINLESS STEEL ROD TO ItS� ,•- r•.r �._ .•- '" THE CURB STOP SHALL BE PROVIDED, THE CURB SOX:SHALL BE EQUIPPED WITH-A CAP LABELED "SEWER", Dr'� r�"-�'��- -J� � 1�\\ � -•� - TRANSITION BETWEEN PIPE & GURB STOP/CHECK VALVE GLEAN OUT ASSEMBLY SHALL BE BY PLASTIC W/ INSERT crT Izrlorlo c ii iQ!- ��-r J �t� \� �`, ,\ \ ; OR BRASS W/ SS INSERT COMPRESSION ADAPTERS: CONNECTIONS BETWEEN PIPES SHALL BE A FUSION WELD OR Q LNT CAE 04/24107 OR BY [HC'0 GATE iSSIrE SCALE � -��% i l. -;1"' �' I ,. I I I J �\ )\. -^ I \\ \ \ \ \ °T ttY C4C-0 °ATE IESE SCALE �; �`' r' -32D` \ )i".% PRa �� \I 1` \ \ , THERM9COUPLERS. PIPE SHALL BE LAID WITH SOME SLACK & HAVE S' OF COVER. TAPPING SADDLE SHALL, 6E EITHER STAINLESS STEEL OR BRASS, INSTALLATION OF TRACER WIRE RECOMMENDED, Li �' aeweia aYHTEM9 /ir/'f.%�•'''3 / `1� �� //// '.��//.-'• '.'%J i \ \ \ 6. NEW TAPS INTO EXISTING -HOPE PIPE SHALL BE INSTALLED USING AN ELECTROFU5IQN METHOD, ALL OTHER METHODS 19i. /, OF TAPPING SHALL BE SUBMITTED TO THE DIRECTOR OF WASTEWATER FOR REVIEW. SC, 9 8 6 • STATION MUST BE VENTED Tx 315.8-t-10 �� , �//.,%/�/.`. i n♦ /'/ L3 \ \ - \ + IN THE MAJORITY OF UPGRADE INSTALLATIONS :. DISCHARGE HEIGHT MUST BE KNOWN WITHIN 3 FEET if.0 MI DETAIL SHEET, UPGRADE SIMPLEX LANDS NiF P 'cjtSj� ��,�,�� /ii�" 1� /_ F" \ �U - - THE EXISTING INLET, DISCHARGE, AND REPLACEMENT ILLUSTRATION TO OPMER PROPER KIT VERTICAL SLIDE FACE, COILED HOSE TOWN OF OUIIVISBURY REC D T / � /s �� 110, \ - = 1 d 0 7• EX. 2" LOW PRESSURE PUBLIC SEWER MAIN CONTINUES NORTHEASTERLY ALONG NATIVE ROAD, TO A CLEANDUT AT POWER SUPPLY CABLES CAN BE UTILIZED ~.cs J , WITHOUT MODIFICATION INCLUDING J-BOX •• 015CHARGE HEIGHT MUST NOT ES GREATER THAt€tea INCHES 14.0 6% i�p,�-,//'�'r= '� 372 •� �' ', �,?jo\ \ CAREY ROAD, AT WHICH POINT THE SEWER BECOMES A 4" MAIN & CONTINUES NORTHEASTERLY TO THE FAND FEED-THRU'S NO3A0055PO4 NAO0S51 /� /• INTERSECTION OF CORINTH ROAD, THE 4" MAIN CONTINUES EASTERLY ALONG CORINTH ROAD TO A RECEIVING Al 4� GRAVITY SEWER MANHOLE NEAR THE INTERSECTION OF BIG BAY ROAD, LID LABELED SEWER CAST IRON CURB BOX W/ " L >y 8. THE NEW 2 HOPE SDR 11 MAIN SHALL BE TESTED TO ENSURE INTEGRITY. A LOW-PRESSURE AIR TEST OF NO MORE S,S. ROD TO CURB STOP , THAN 15 PSI FOR 10 MINUTES MAY BE ACCEPTABLE. 9. RECORD DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY TO THE WATER/WASTEWATER DEPARTMENT IN AN P:pTES; CONTROL PANEL ALL�-.BE AT SEWER LINES ACCEPTABLE FORM. - HOLIEO'Ntl£RlPROFERTY OWNER WITH VISUAL AND P - T. -s VV.LL OWN AND IA-vNTAII�i THE GREATER AF L.ES5PTT�t4TH Tyd O c " •, x 6 , GRIPIDER PUMP SYSTEH TO AUDIBLE ALARMS i o SHALL 8E INSULATED ' O07T OF CGNtLECT1OI1 IIrTO E/ONE -t,25 "UNI-LATERAL" a f SEW=_RhVON. T HE SEWER LATERAL SHALL BE � '• COMBO STAINLESS STEEL CURB _ - LAID AT AUNIFORM GRADE OF 114, STOP/CHECK VALVE/CLEANOUT •L.5" REQUIRED FOR DUPLEX THE OItSIBLE FOR is f PUMPS RESPON5,31F FOR BSTAELISHING PEP FOOT(ABOUT 2YaT _ (OR EQUALS FLOW AT THE PROPERTY LINE COtNTROL PPIdE4 YVITH VISUAL SHUT OFF AHO FILIAL START UP OF •1.25" HOPE SDR11 THE GRINDERPUfdP. AN VARIES AS REQUIRED BY TYPE OF DAUDIULEALARMS51$ALL orcLYHnvEe➢TrolA F HYDRANT INSTALLATION •1.25" HOPE SDR11 ALI,FIT-INGS SHALL BE BRASS OR PEt1ETRATIONS. -j STAINLESS STEEL LOW Pairf ELEV«J7712 HIGH POINT ELEV«J6194 'HIGH POINT ELEV a JBS JJ LOW pCINr EtEv"J:I2.75 COHTROLPPMEL SI TALL BEAT A qtw POINr STA- t213039 11101 POWF STA-9tO4,44 LOW POfWr ELEV-352.00 !-PITH POINT ETA-EtS1,80 LOW POINT STA-5+59.79 FROM GRINDER PUMP MINIMUM OF 3&'ABOVE ORA➢E. PN STA- 72+30 J9 PN STA"9+10 LOW POINT SrA" 7+50 ' PN STA- 6+59.93 PN STA 5r59�79 3-fl' MIN. • Pit Elfv.• J75+9 PN ELEV. J94.50 PVT 5tA= 7t60 PN ELEV=JB3,50 Phi ELEV-282.50 FUSION WELD OR n ' PRECAST AD - 50u AD.-z.c0 A,D. _ -4.50 PN ELEV=JB650 A.O._-J.00 ' THERMOCOUPLES! TN,UST BLOCK x" zoDD rrRSINAv K"zzaz A.q, =4oD K" rG.c7 K-50.00 HYDRANT TO MATCH 18R OUARE X r .rcn I I rt�"25Do I 6 DEEP CLEAN OUT TO HE �•.., I -1000000E vC-_- cc ercnaN -700,0000E VC- I I 500000E 4C - I 100.0000E w3- ` TOWN OF EX, 2" HOPE INSIDE OR OUTSIDE SDR11 :MA{PI PEA OR ROM GRII47ER FUYP SHALL BEAT LEAST _ BUIIDINC i -r00.0000'vC- • raFRDI,tBUa➢uIGF➢unDAnaN QUEENSBURY WATER � FINISH GRADE CRUSHED STONE cBz CaJ cetA t0T L s DEFT. REQUIREMENTS a CB4 (taJ a a cer * ., h r I 8 ry i g g 1 I J9D h N E/ONE PUMP STATION t a' i ti i .. _ TYPICAL SANITARY LATERAL I n N m � .1 PI w 'm r5 n 388 w :•\\ \` "\ tV.i INSTALLATION DETAIL , P _ ET p 1•:' ,.`;,,. a I^ a ^ + �� x s ass VALVE. 60X L 1. ' NO SCALE k I < /� s Y�1 Os < e as. 38a U I Gf ±k 4 + (TELESCOPIC � h E_ '� w " G so cv 382 4 PATTERN) r.r w STA 10+3z5B f I } tF ro cer ...ox x. '� MTJ NGATE VALVE MAIN ELECTRIC.LINE 54ALL BE RUN ••{:,4'• © _._ .��--� -•-�_ -- - •5.5'SDRt1 REQUIRED FOR CUPI]INUUUSCf THROUGH CONOW T OR ----- - '^- -" J80 `;�' RESILIENT WEDGE ¢Lr1 DUPL£x PUMPS y a �� HOP f ➢RIr 378 POLYETHYLENE OR \- o ' SHALL RAVE FROST LOOPS(AS SHOWth r,„ CA_ `t' 2'-H8 ,21E LPSS`_ � •,-u4 =➢R n WITH COA+•dch&v TO Ex (PSS ANCHORING TEE Get `" ,. 376 (SEE rOAN OF WEENSBURY BUILDING PAPER 1j I o U WA5rEHA FER NOTES) �•�' ,P MAINTAIN JO'M)M B'alP.2I71- CLU TEO 374 DRAIN HORtTO1ITAl SLACK ' � .r I - - ♦%4TER-d-SANH _12J-I{lI N AP ac ct \ .op 0n og' TO LPSS MAIN ",•�i�:: - 'w,.°• 3 Sq. Ft. OF CONTACT AREA 372 CONCRETE ...,•. ,,.� t V£F CAP 3 3 � CONCRETE TO EARTH f'; `X�i :i A eRnwttcorr4£cTotIUNEANI➢ `i;} - I - THRUST BLOCK r\ Ec • �..-..F 370 l °u`a UNDISTURBED .i t 'i- „`''� ' FITTINGS ;' ,.d oh 12" SQUARE SOLID o:=o 0 o n 0 090 TRENCH WALL ''•, •;::;::: •. STONE BEDDING s•'••": y I (SEE TOWN` OUEIIISBUR 36s PRECAST CONCRETE • 'i ' '"' 3 {u•MAYBE REQUIRED,TO BE DETERAIKEO i"' _ ,"; Oro ° ° °• F a BEARING BLOCK ~\j. °Napa 9 v o°i'o 3Y PROPERTY ENGINEER) •' b 372• 24' TNEAdi000UP1£ SlON WELD NEVLlY JNSrA LED ass 8" THICK MIN, \�`\\`�` �"'�• ��/`♦ p �...0 •� .�... - S Gn LDEN f;B,t'7.tAt'U°HE:IIIiNEU'O dE ENCASE0IN COIICREiE➢JETOGRO NOWATER ;. I FEsr /♦.\/ Q '5EE GRINDER PUMP ONSTAL L ATION VAI,UA_FOR CORRECT E.-LL:,ST i - 364 PROVIDE MIN. 6" \\� \ F, D MAIN TO AN0 P ' 362 STONE GLANDS {TYP.) CONCRETE THRUST BED OF CRUSHED M,J. RETAINER BLOCK DEIAEEN ALL unu r£5 ©A'VAf ELEV UNDISTURBED MATERIAL ga.00 TYP. ��;`'> ,:'QR:ISHtfIS�GTJE i C •a .$ Ag ,t -^"� �I� _ _ 9�� og mI� t ) HYDRANT INSTALLATION DETAIL 3 -- Qp 9 z sPi PHI ^R "IM =` p q :4� °H� n1 NOTES; NOT TO SCALE u e TOP OF COVER=31f.0 TYPICAL GRINDER PUMP LAYOUT 1. ALL WATER MAINS TO BE OWNED BY TOWN OF i 3/4 Sq. Ft. OF a MANHOLE FRAME & COVER QUEENSBURY MUST BE DIIP CLASS-52, ZINC COATED. CONTACT AREA n CAMPBELL 1009 SOLID COVER HORIZONTAL SCALE: 1:50 NO SCALE ; UNDISTURBED c o \ ENVIRONS TO DRAIN 2U21542185 TRENCH WALL ENTIF A URIV TAPE IMPRINTED �� WARP VERTICAL S CA L E�'?i�i�BURIED SILVER BELOW" Ins1r#2021-300006$ / I . BY SETON OR EQUAL OWNER/APPLICANT: 09/03/2021 09:02:27AM TEES OR /y,,,1 NOT REQUIRED iN AREA TO BE JACK PUSHED 90' BEND "---CEMENT FILLET ' FrNlgygv NATIVE DEVELOPMENT ASSOCIATES LLC 1 Pages PAVE OR TOPSOIL AND SEED AS GRADE �.. 6 ENTERPRISE AVE, MAP SHOWN ON PLAN. SURFACE TO BE CATCH BASIN FIR ME AND GRATE GRADED TO PROVIDE POSITIVE AS MANUFACTURE BY CAMPBELL I CLIFTON PARK, NY 12065 THRUST BLOCK DETAIL FOUNDRY CO, PATTERN NO. 26168 DRAINAGE TO GRATE, MULCH AS 12'-10 24' DNA. •..'. REQUIRED TO PREVENT EROSION I 3' TAX MAP #: 308.20-1-9.2 Pamela J.Vogel,Warren GG Clerk FILED INTO BASIN (�ATlV MATERIAL � � �� NOT TO SCALE MIN. BACK�CL CEMENT FILLET AROUND S' MiN. TYP. M.{T, JOINT '' PERIMETER OF FRAME CONTINUOUS ff10 STAINLESS �I rt c•i N C N �I JOINT I' WIDE Burn 3" MIN CONCRETE BRICK COURSE STORM SEWER LID ROPE IIITH ASPHALT FINISHED I -- STEEL INSULATED TRACER 1i7RE _ _ CONE SECTION JOINT SCALER OR GRADE RINGS IN PAVED AREAS OR WATER MAIN ° n r r!j ~ ALTERATION OF THIS GRADE I ATTACHED TO PIPE A? I` Lo to v n CS DOCUMENT EXCEPT BY A SITE DETAILS AND UTILITY PROFILE POLYPROPYLENE MANHOLE WALL 7Nl l�NESS No.1 OR NE.2 STONE �_- PIPE zQNe e£DDiNG - � f� LICENSED PROFESSIONAL STEPS, 12" O.C. - - j 4' DIA. 5 MIN. 6 MIN. DROP MH) 22'-6" SQUARE PRECAST CONCRETE CATCH BASIN �' 4" TRENCH WJDTH TO BE AS Q `C a to 0 y NATI� DEVELOPMENTQUEENSBURY POURED CONCRETE Q o o ENGINEER IS ILLEGAL RISES(7RC�717OE11) z EXCAVATED MATERIAL NARROW AS POSSIBLE TO A r (A R D AS PER ASTA! C47B � FORT MILLER OR EQUAL APPROVED GRANULAR OR ON-SITE R.O.B. 3B"MAX. POINT 12" ABOVE TOP OF PIP DRIVE iD AS SHOWN BACKFILL MATERIAL 4 VARIABLE GRAVEL TREN!Yl z � 24 NATIVE ON PLAN COMPACTED TO 100% ID AS SHOWN NOTES; Z MAXIMUM DENSITY 17 ON PLAN --PROTECT BANKS 1. TRACER Y11RE TO RUN;FROM MANHOLE TO MANHOLE, LJ w •V) LT. STONE FILL 4' DiA. BASE SECTION --I ALIGN TOPS OF PIPE STANDARD PROCTOR FROM COLLAPSE BRING TRACER WIRE LP EXTERIOR OF MH AND UNDER 2 WIDTH VARIES - SEE PLANS COMPACTED FILL 6' (ASTM 0596) 12" MIN 1'-3' 1'-3" AROU OPTIONAL - AS DIRECTED BY ENGINEER FRAME TO INSIDE OF:'!H, LEAVE 8r' MIN EXPOSED OF O 0 95%MODIFIED PROCTOR ;: MIN CULVERT PROPER 4545 FILTER FABRIC OR V-6" SELECT EXCAVATED TRACER W1R£ TO ENAf1LE CONNECTION OF TRACER l Ln to U U F1 (1, 24"' MIN. ALL AROUND- INTEGRAL BOTTO1.f EQUAL INSTALLED ON TRENCH MATERIAL, THOROUGHLY EQUIPMEN T INSIDE MH!COVER, Z I- � 0 Z 0 (!!; TOWN OF QUEENSBURY COUNTY OF WARREN MIN, SLOPE EQUAL TO \ BOTTOM WITH RETURN TO CB COMPACTED (i 6 ) (NO CULVERT IN SLOPE WALL M REQUIRED BY THE ENGINEER 2, TRACER WiRE FROM QCEANQUT MH TO CURB STOP. 5 w w U %^ STONES OVER 2") z + STATE OF NEW YORK L_12" SUMP ♦ RUN TRACER WIRE FROM CLEANOUT MH AS DESCRIBED g 2 2 w w w Q f,. \\\ I 6" SUMP 10" MIN, -6" MIN UNDERCUT IN 1, ABOVE, 7RACEI; WIRE TO TERMINATE AT CURB 0 '3 O w w N N: L T FLOW' STOP, CONNECTION :-O TRACER KIRE AT CURB STOP U C U CZ-.7 0 ~ uJ I I, �� h I � ENGINEERS, LLP 12' RUBBLE SUBBASE - LEVEL SAND Of'- TO 8E MADE WHEN GP.IND£R PUMP IS INSTALLED. p p w0 w w t ty}i 'I'' r r •' O Union Street 12" MIN. COMPACTEDSCREENE, 3. TRACER WIRE TO BE C,7NnNUQUS FROM CONTROL PANEL t- t 411 BEDDING MATERIAL n f CRUSHED STONE �TI_ OF GRAVEL SUBBASE FILTER FABRIC / BASE FILTER FABRIC RG?UlRED GRAVEL. 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