Loading...
SCHIAVONE, THOMAS High -J Mid Sch • L',r r-, Srh t �Jun H16"mi6Si0Pfr_; 1:FDA ••t•41 •A. UAFru Go9"I ceIm _ i� rtD 14• � � f i,�y S'�� ' UBDIVI '�� ' ION . 1 y n `ones -.,� �-=6I I ' F_/RE_8_FEAK_i- .-_ A'--- I ( i 1 1 i - l Halfw4 -76e -'Or _"7_ 0N I 1SCHIAV n REa:cr 'I 1 ' _�� )1 'I-�. : .a � . 'll. • . ♦rDIX Town of Queensbury , Warren County , New York Ink 1 xERvr U Yard 1• °r ��,� �� 4y� .rY t 1 04 Trailer 1qrk E SITE r' e Junk f li ' Yard .----, • aoAo. � Trailer Park T) • •' . t 1 • � A fl i t� ...� ., Trailer P rk i•L ' 1_.__ ens - Cem� Junk ' .d \\\(�i^. • */YY/ Yard Yard .•r..��„+j � 6' e GZ 1 • �.yil X 0 1� __;n � 1 iL` I - ea • {• r ¢� r p a � ,N ��g w / � / (p R • +./� n 8 \� .`_.�� �•V`� '�'".�.. 'j. %>fJIEF. • • ROAD• I" y nn � • p • — �.��T , a• a w s r • r �y ( w a i f . 1 T+ T �p W WXr Y � +�: �: '� sea •�• R o rw n w $ t „ g ,,. w w IwIF r ll: �i. .� �.{I �. r / n w ¢ mw t w e ' '.- a w y q or • ..� ` l . FEVExp i I 398 'ij ( . . X /1 f ? ¢ uv a m uaYa ♦ �w r 5 q ,. = » ! • B1°er Y u»e r d �\ t •i •ii lr • . w r B a cr �, w Y1pun \ fC w R °i0w w Y Y � \ � .. N �-! ¢ yy nt n Y f ¢ rt .tea .• +,• // •r...t,.�r..• \�^''�: �;'. � ..� N _ � � r, � an s ana ru.s p m,.� ¢ a ¢v p ¢ a r i H 'r j�j Y O v r �.• ` ✓* s a ra am !' , I/���� •,�L/V�\\\\\ JxY W b ♦ ° a tl C E w i • 1 , q Y \ .Y O u I • +3u \ f/�111 L�ttt\ LOCATION PLAN • a pn� r nm S � $• o � rn��Y � - A 4 " a • !• L °.+ I °` P tiyr '°s �. : '. t �•I '¢ � �i • r s 1 /�en tl 1 r a • �, a 4raa w r a�.a. \ r.\ b � ..:, © ♦y $ r •• ¢ + m +v,M O f / Y w z E r • ° v $Ww i\�I T`�_«Br1 NIP,r e;! a r .\vO �° °`\ r a '°' 'z °�� ` dam.. :10 own v w w « •. T ��"- ! L7 y tl a»• uca m U, arr 1� uea ¢ r ¢ n'aT ` r I !• @ ` tlw •• Y a a p el « -°° < '•'fir' wa•Yd' �° o "�a�C,�7 ma s rm .._�.- tl a r k .�f "T W' 4 p � M« ,• ya pv ® Y p' J' p5 e �_�."-, • om �¢! J w w S -` a aa,`•a aAm »„ r`e r w � d �w ® \ p t °' � y.. m � �,�� S M,, ��, a»ao a n • 4 r w w Y raw n • w k� , n .. •� °• tl � �� I a .• r a Y wen °X$le.-',�Tgl�s y, $ 0 1 w a w "w g e' n Y I .``'ice_ w'm a s w Y �o .¢ B ) ¢ s a am♦ wa. � ,v � 4 wp � 0 F '3 agag6 r � I T O + �� ! r Gv I an wrram � w Y p �a " ® a�.a+ �B v a^ � w r-•--"' f, � ae4 b � 9• ��'b � �£� "3���. HIGHWAY DEPARTMENT APPROVAL r ! a 1 w r0 E B n B ! B • w z U �� w ® I s u ^ I r r a w w r ' $ N ia�a Y m w w J.m°,•o + ' n' � r N • ¢».w+ �v� I � '` un°a � ' a � w 8r 1i ° t n b r v -�- 8 � r � 6� 3��2 i ga��� y� `� r r w u:�a o `" � r I ---� w �• � � �<Ni � ���gT ,v Mn B � , � , era ¢ P .wm r tl t r r e n r r m ^ • e G aT'�����8� � � to These plans approved by: • • Ima ' w o� a i , w� n « w r • v , w n � L� � 3 /� a e a w 4 r � I nn a • • n tl ¢ n v+ r S • r r '. Ri hard A. Missita wa •ra Y — a ¢ Y �a awn vaoa I r uoa ♦ r s I �� ¢ r ° a w e w ewam � O O Highway Superintendent • Y a w w b w tl n ! w ¢ p r r ` Y w w ` • 4a t M n ¢r r � � «a lal a• a " 9Y Y tl m .� � O a n e , M n w « ¢w n Y ¢ m m •,y r•i •,y (PATER DEPARTMENT APPROVAL w z z Or P �° a N 6w IB • •• + • ¢ • '�' u4a td• a w 1 • r B r w ,, b . Mp�a /� .^��a n e mt «».m r b w � a • w n u A ~ �^ SITEa �° U v O w F�!'E:iE PLANS AR'!,APPPt;'-ED FOR CONSTFttjC'-s'IENw t-T THE WATER M:APF> e1T10N"SYSTEM- A C�:P • » ¢» m • - ta,QUS•T 13E ON SITE DURING CONSTRUCTION WORT( t n a � t n a yvme+ r mw'0»Mn W i E- A71Y ll�T8P1g88 0r 4 t3Vlath)t1 MU St b9 by zhe Water $ ___ _ Z3' z Z a° vwi PLANNING BOARD APPROVAL IA • r a { � • , I tl ♦M,6J � Y O � • i N a • '• IIRdJE � M Y � � 06tM v yb pNy n b bla w m w Approved Under Authority of r a Y, a ~ w �� a , • t Y r P ®r r g w n m w p ra n g i s a Resolution Adopted _ _ 2005 �' �• • B. a a a e r • E PJro m 0 y Y � r « � a,•� , A . . by the Planning Board of the ° I `° , • p w t a \ p B a „ = w �� g Y - I r •; TowT of uee/n/aabury, New York. ' w w w ' r - — - °� « N • w �m•L ' J 'u-_-j{ ___ p s n n p ° « 0 YM w u a' y e ® x a a I u.xa c».m u..rm e r l Chairman Date Signed / _j__° —_-- 0 \ e © • e W w a w w w r ° ! I p 9w _= a ® N CO Za he r C w r p w r ! ♦ a /Uy] GG >¢ r .. b yy aw 7 w S •• @ m • ! v>o am p @ m„ �-�. .— 1•,1 « m. B ` n a r 5 w n .T.n tl w r 1 E ' m IA I m $ __ __•--�.- - • "•' w \ w s m Y 1�'• WVE n a Y w w R w „ Y pt Y �]f qq � (((,, Mn Ywa � r.�.r , r ° � B W t r ¢� w m' m Y b I y —'- { a � Y n JM aL as 19 C a• a0 1tl A9 y JA!pb 6M kn efl,aA 3 a;, W• w n w � I� q���- �-"-�- N � + • Y Y ¢ tl wm I/�1 . W �I w B p � w n r I� I p � t3+ ,a w r ¢ r 'w1}.� f B � IS � B » a a r L a -----_� �•. ware w w « 'Y I'�1 N.Y.S. DEPT. OF HEALTH APPROVAL a •'' r r « r r 8 r a • r m - r °' a m,.w•�\` r � � r Y B t B ,. r ° aa,w ° 10 r s r ►a,� � w 1� « e• «� '': r n ,,,. a w t B , at v i$ > e ° s '� n • w ¢ r a w Y 2 tl• r'Y w, ••• �;P„\.;; ViyyyyyyPyyyyyy... :u1_� NEW YO. _ — _ r,, -ACTH 91 g Y w I ¢ « M V 1 Bureau of ". t •• p Y B 8 1 t I� ° 1 r B �ncn[ . "' n 1 w w ' v wpro c w w a w a r ° T � • J +, ® FM H Troy, New York B a � f n $ v 9B r t « • , a g b ba �a a w » a w y u o a I «>« a n w m m •� �/�q� Yd r 8 a �u ° ° w+r • 0 y I ¢ w dl � a e • �° .- - `•'V V 6 a l °l oo �� w i . E • ® 1 _ m « Am r� 9 Y , ¢ Y T LIST OF DRAWINGS la 5 �— e r N ° w uv a " • t B « 3 tl B + 71 r 1 +fr n 5rgrss nmr fnr watv>ly:-, lns 1,stGrgtel treatment for ft mfty r i w g R t �� 600^ � s. .• �w )p" c - ,.,. or,.e {,e(sarlmeM of tieatth is hereby a a ay •r: .,-Athism appearsfnthe ¢ ¢ r ¢ S-1 COVER SHEET A ,max aP�,�.m htt,isendoTBBment S-2 SUBDIVISION PLAN d c C.;ar in svcblant 1�'' / u:�na,ors of Section t 117 of the Public Health Law and hc✓�- -Ye ye,vatlonw. S-3 UTILITY PLAN E—+ p P.E. Cd S-4 GRADING & DRAINAGE PLAN � AREA MAR S-5 LANDSCAPE PLAN � S-6 PROFILES NYS DEPT. OF HEALTH CONDITIONS OF APPROVAL vz S-7 DETAILS L THE PROPOSED FACILITIES FOR WATER 200 '°° e°° e°° S-8 DETAILS TREATMENT SHALL HE INSTALLED IN CO1FOt2NITY WITH THESE PLANS. L. NO LOT OR RE14AINN6 LAND SMALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISIGN BEING SUBMITTED, TO AND APPROVED BY, THE NEW TOW STATE DEPT. OF HEALTH, SCALE: 1" = 400' S-9 EROSION & SEDIMENT CONTROL PLAN 3, THE DEVELOPER SHALL FURNISH EACH PURCHASER IF A LOT ON WHICH SEWAGE TREATMENT FACILITIES WERE INSTALLED WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS WITH AN ACCURATE, AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES, 4, THE DEVELOPER SHALL FIRMISH EACN PURCHASER OF A LOT ON WHICH THERE WERE NO THIS SUBDIVISION WAS PREPARED Dat` YS,= SEWAGE TREATMENT FACILITIES INSTALLED, WITH A REPRODUCTION OF THE APPROVED PLANS - UNDER THE SUPERVISION OF A LICENSED ( MAP REFERENCE: ROV"dJY14H2O0�t AND SMALL NO NOTIFY THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS. WW LAND SURVEYOR AND WAS MADE FROM Revbod At,,au t 23,2004 5. THE SANITARY FACILITIES ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH 646 MAP OF A SURVEY MADE FOR ♦�,,�,,,� �• THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK LICENSED ^"d`�'�• PROFESSIONAL (PE, R.A., OR EXEMPT L.SJ AND WRITTEN CERTIFICATION TO THAT EFFECT AFIELD SURVEY. PROPERTY I S LOCATED WITHIN TOTAL AREA BY DATEDNFEBRUARY 2951980 eel SHALL BE SUBMITTED TO THE NYS DEPT, OF HEALTH AND THE LOCAL BUILDING CODE Z 0 N I N G I N F 0 R C� A T I 0 NNE Revbed�November a 2005 ENFORCEMENT OFFICER WITHIN 3 . 0 DAYS AND PRIOR TO OCCUPANCY, 4987 acres BY JOHN B. VAN DUSEN THIS PLAN IS CONSISTENT WITH THE ZONING THE QUEENSBURY UNION FREE SR-1A LAND SURVEYORS 6. INDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL NO LONGER E CONSTRUCTED AI OR USED ORDINANCE OF THE TOWN OF QUEENSBURY. AREA of ROADS FOR HOUSEHOLD DOMESTIC PURPOSES WHEN PUBLIC FACILITIES BECOME AVAILABLE SCHOOL DISTRICT CONNECTION TO THE PUBLIC SEWAGE SYSTEM IS REQUIRED VITHtN ONE YEAR � THE 4.16 acres A MINIMUM LOT SIZE OF ONE 10,000 sq. ft. SYSTEMCS) BECOMING AVAILABLE, PROPOSED IRON ROD MARKERS TO BE SET AT REQUIRED FOR CLUSTERING 7, PLAN APPROVA IS TMITED TO 5 YEARS FROM DATE OF APPROVAL, AND SHALL AREA OF FLAGGED WETLAND EXPIRE ON • TIME EXTENSIONS FOR PLAN APPROVAL MAY BE and SETBACKS: OWNER APPLICANT scete a,,, GRANTED BY HE S DEPARTMENT IF HEALTH BASED 13N DEVELOPMENT FACTS AND THE EACH LOT CORNER OR CHANGE OF DIRECTION. 4.3 acres REALTY SUBDIVISIONS REGULATIONS IN EFFECT AT THAT TIME, A NEW PLAN SUBMISSION MAY THE WEST GLENS FALLS FRONT 30, ANNE L. BETTERS THOMAS SCHIAVONE BE REQUIRED TO OBTAIN A TIME EXTENSION. INDIVIDUAL LOT GRADING SHALL CONFORM TO H SURVEY DWG. NO. 02080—C 8, THE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK FIRE PROTECTION 0 TE CTI ON DISTRICT DENSITY FOR LOTS SIDE 10 min total of 30 COPELAND POND ROAD 121 WEST MOUNTAIN ROAD I PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE IF PLAN APPROVAL, SECTION A183-25 OF THE SUBDIVISION 41.41 acres = 41 LOTS REAR 20' FORT ANN NEW YORK QUEENSBURY NEW YORK 1 9, ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. REGULATIONS OF THE TOWN OF QUEENSBURY PHONE (518) 793-9420 PHONE (518) 792-3933 Sheet 1 of $ 1 E-93 ENGR. DWG. NO. 46170-1 MAP REFERENCE: MAP OF A SURVEY MADE FOR ANNE L. BETTERS DATED FEBRUARY 29, 1980 BY JOHN B. VAN DUSEN LAND SURVEYORS a rn - a w � MAGNETIC CJ 0 0 0 a o � qS VAN Ef -.-71-11 ROAD o oe2 25' WIDE NO CUT ZONE C5N23 RIM=335.02 3O"E ° & �3 oi0 e a �� N06 a Q 8 3 S� 3 ... ... .... .... a \ w�` 68.72. 47.60 N07°75 oo"fj� l£��� gc 1 0 \ \ w \ 214.52' NOS°49'00"fve Ogg� agG3 S .r,..: o- Co �I PL tG 105, 74' S as < N I 0 N05°_6' � � b •� \� \ ro "' ,- '� M I o� �' y 3 59 26'30"E a \ cp C O p� 0 rh •9 v rn N N •n i m F,.tO co o A 'y _ / 431.39' §� u�Ac, aQ' °°^flh• \�N a'io\ h i 40 as NO5°r8'30'E C.B.RIM-55,54 / :$: �. ��.� �, z N o a '1 - NO6i°41y, New York State Health Department • i= m a Qp Lug INCl N ^ ,. v �° M 201.6Y' 00"E w S- 0 3B 23 oo"E For Approved Date and Signature l \ \ \ 9' 2 w ai az as �90.93' N06° ° ww°T — �� (� 2ss.77' refer to First Sheet ,�'s9j`S \ \ �' 35 L=64.54 ry / '' Jrn 37 _ _ _ _ _ N07°DO'30"E C8s24FNM=57.64 'uri',: L,gO• 08° 99.32' 3G _ 25 _ _ _ 2r4.34' N06°03'00f rn (/] INv=7054 \4'2 CID �\ 0 9' 4^'0°�, 3e _ _ _ _ 2G WETLANDS AS FLAGGED BY+D.E.C. _ _ W {�i c��2 Ri 2 W 218.64' CQ 9, 01 2a Nog°43'00"E 3a 27 221,398 sq,f"t. o W / i}?:•: �u, ti9 00 75.00E 32 30 - zs _ ?�90 p 74 ����o �.2�01 32 r-----�\ 50.00' L 356.>?, 3 8 9 2s°�� za 23 _ 5.08•acres — _ ^ 0�k4 �y 1 66 4.fir. / wI r__ Z F 'a @S CtO00 00!<O� 22 9 8 7 a PQ y p, / N74°S4 2 0 h0 sOwa z / W W a�O o •nl ti '° O 1 m o �, " _ S 7� 0' 0.4Y v t9 \ o Icv c� O ., / • o of o c Ern o 1 0 I A t W J � 7 N ,. •ti ti ro N t k h tSW O 0 /r 21 h: LOT s 20, 732 sq.ft. ay `°;«.... 0.48 acres roo L h n ra N O u u n I 28 LOT 2d o 9 12 FROM WETLANDS \ \ \ M LOT s ft. y ..�xS,.OG:c.i'r''.4L::::.. _I N o a I 30,423 sq.fit. o' m \ N Z} [O ;� NO3°30'27"W o 0 071 Q• / 0:",�:':.;:::.. ''? 5i. .... 0.70 acres �, _ N / o 20, 46 acres ...1'.O(' .Oii?:.:: hi.o ?ii,v::,� .. rn is Is /I 0. /� 3 .... °'.95°f - \ / \ u o ... AA° I--�. N08° 'C' .:.'nT.,,,hRO:r`..,.-:...... � V 12 `3 ' OQ"E r:':! N08°43 00 \ n la N IJ . ... .... �JI 24 6077 sq'ft. , N/ ti� Q 5 0 0 � ' 1 NO 30 WIDE �125�00' f 200.`00, 175.00E I6 '� ,d R7 .y y>�.. g ac r � 0 to 01 b Q v - J !, l .0 SOB°` // cy °� r6 9 �0 1 0� �r N h v o ZYNE ° 43'OO,i 1--� r \/ 0. of F,o ro o h P ro W W I PART OF LOT 1 \ / �o �o Y26.00, \ i . , i 123, 193. sq,ft. Z EXISTING LUZERNE ROAD '!'.`' 5` i0 O \ q V 7 O p O Ip I h o O O ,� STORM SEWER - as• cuP /1°5 A' - •r' •o \ 'Z o o N v o )+ 25.78 acres N2 A o <I "r O O N GJ y I •. h ' N O•U O _ 4� tq ' ltl rn tU �J 1 NO, 11 .��.• ssv °'Oo 15.00 `�-_ 1 1 o 'o o°II o o ^ '^ Z, \ a NOTE A x 30' WIDE DRAINAGE �,01 gQ' ag a, 100,00 ---� j a d '_� "r "o h �,. o t� — o o THE PORTION OF LOT#1 WEST OF THE PROPOSED ai Z W l EASEMENT TO BE CENTERED ';!:,. 19 6 a°r �� // <�� r00.00' �`I N h O N o h � o SUBDIVISION ROAD IS TO BE DEED RESTRICTED �-+ m ON NEW STORM SEWER & ,': 33'p 60.3s S08°43'00"W 85.00' ^ r L LL__ N �2 l N N FROM ANY FURTHER SUBDIVISION ~ ~ DESCRIBED AFTER PIPE IS :�': )t �� ti o � 11 � w INSTALLED. ;;;il.� �/ / '42.0 49.06E 7_p -+..� L�p/N LR32�o INcS�2�, 100.00, �_ � (1 W m c 4� ,�.� ° 61 r y�'6• `0 / /`'- 5.00 E O Y25.00' - J roro / �- �• .q:::'�' 41 yQ e`' ��ry9 YOS.00' N08°� S08°43' ro of fib., ,,0 k'C L$ + 1 105.0 43'OO��f. �00"W 725.00' m o �� __ __``- �-• // / ti F�,1b 0 l0� ti poi ya C0" ) '°•' N/ 9. 5 3 ! -0 Y05.0_ , L mG !y' �' O' O O ro 1 80.00' _0`s 6'OO 448 e O®/� .92' N ^ m " ro o' co � ' m I •'rvQn 10000 8°43'00"W - '.. I _ ° (/'' NO@°4 G C' M N ' .i r� n T ti, ro `C 449.3 ° Rc 7 r CBN25 RIM=84.B0 :r::.'.^�'.:. O V UC �.. puf 6 INV.CUT-5c0 86, iNV.OUT=90.70 30' WIDE'DRAIN :rc.....:::. . N ' � J nn ti y U OOOp N OV �...►.. ?•6 AGE ::...a';:::':: ii?:�:;'::<-":::...... ..:........ .. N a a 1 r " n r\ h - V^ o� o h o O� A, 6 ' ' o 25' WIDE NO CUT 2 EASEMENT- CENTERED .... N o ON PROPERTY LINE I J h h a ZONE TO BE RECORDED L'73a?•SO 0 0 M o f IN INDIVIDUAL DEEDS SO. PART OF LOT 7 W r� ` ..... i;ii;.;:v:^ :r�':rcr Sp.00' : ' . r. 143,236. sq.ft. Z 4-4 DEVELOPER SHALL POST S08.� N/ '706(:Op c::,,.:: a dD:.m 4N0- 3.28 acres 0 "NO-CUT"SIGN IN THE CENTER O O y Of EACH LOT AT THE EDGE wPwE naEn! ZONE WIDE NO CUTFC) OF THE NO-CUT BUFFER ZONE TO BE RECORDED � "J ° wPiNe 6'>) IN INDIUVIDUAL DEEDS � � nken"r; .y •> T^SIGN TO READ 771.63E o w8° s w O E+ V 1 BEGINNING OF 25'NO CUT ZONE � � LUPINE V S08°43'oo, ^ _ o„ _ PROTECTED KARNER BLUE HABITAT B AREA POST& RAIL -LANDS V v �° 0 94 DO NOT EPOSITANY CUT BEYOND THISOPOIOTHER MATERIALS NMPC APPROVED I Q I INSTALLED BY FENCE TO BE �r' NIAGARA MOHAWg S08-430°°Ww 9 BARRIER W/VEHICULAR z;g ACCESS GATE(typ, for 2) I I POWER C� � 8> 8° sw8° �• 00, Dz �• U I �1 "a W LUPINE II O Z I S>>>9, AREA[ ( G h I r O N oO I N51°44'00"W w0°,s b'Fj 25.00' R39 00 ,�0� 5h/ r+ti 2>, N / U? ��y7 9h C� �9 �� Data JANUARY 9, 2003 Revised JUy A 2= Revleed November A 2003 Revised Apra 7, 2004 POWERLINE LAND USE RESTRICTIONS ZONING INFORMATION w•�> RevisedMay2s, 2004 TOTAL AREA �1 Revised Aupuet 23, 2004 THE DEEDS FOR ALL LOTS IN THIS SUBDIVISION 49.s7 acres Revue Ault$' 2S. 2 SR-IA Revised:November S. 2 SHALL CONTAIN LANGUAGE PROHIBITING DUMPING, A MINIMUM LOT SIZE OF ONE 10,000 sq. ft. AREA OF aROsD5 DUMPING OF YARD WASTE, AND UNAUTHORIZED REQUIRED FOR CLUSTERING WETLANDS ACCESS OF ANY KIND (INCLUDING, BUT NOT 5.08 acres - existing OWNER APPLICANT SETBACKS: 0,62 acres - proposed mitigation scale T'�t00' RESTRICTED TO MOTORIZED VEHICLE ACCESS) TO FRONT 30' NIAGARA MOHAWK POWER COMPANY LANDS. SIDE 10' min total of 30' DENSITY FOR LOTS ANNE L. BETTERS THOMAS SCHIAVONE SURVEY DWG. NO. 020BO COPELAND POND ROAD 121 WEST MOUNTAIN ROAD A crj:j fi'una 9REAR 20' 40.06 acres = 40 LOTS FORTANN NEW YORK QUEENSBURYNEW YORK r awo '(,J J ua (518) PHONE(518) - aaia=a6a1r ' � PHONE 793-9420 7923933 Sheet 2 of IT PIrCr%,`�I uri= J.tp s$dajJ fiura:i E-93 ENGR. DWG. NO. 4G170-2 AUGER HOLE /NFORMA 170N TEST PIT INFORMA 77ON AUGER DEPTH LOCATION SITE NOTES 97 0-11" TOP SOIL j13 0-10' TOPSOIL HOLE TO SHGW LOT 1. EVIDENCE OF EXISTING TRAT O IS INDICATED FOR THE ,1 0-6" TOPSOIL � # !! #I CONVENIENCE OF THE CONTRACTOR. IT IS THE SOLE RESPONSIBILIYT 11-29' LOAMY FINE SAND 10-23" LOAMY FIN£ SAND 6-19" LOAMY FINE SAND OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF �� \ 98 19-66" FINE SAND MOM FT 5 SAND MOTTLING MEDIUM AND COARSE SANDS A' 31" -- ALL UTILITIES WITH THE UTILITY OWNERS. 99 MOTTLING AT 55" MOTTLING AT 61' B' 37" 22 MOTTLING AT 27" 'C' 35 21 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT j8 0-8" TOPSOIL J14 0-10" TOPSOIL D' 52" 3 ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING 8-22" LOAMY FINE SAND i0-22' LOAMY FINE SAND 'E' 24" 20 AND CONSTRUCTION. j2 0-22 TOPSOIL 'F' 42" 23 22-57" FINE SANDS 22-44" FINE SAND 9-22" LOAMY FINE SAND 'G' 43" 20 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS 57--68" MEDIUM SANDS MOTTLING AT 44" 22-lo2 FINE E SAND H' 32" -- MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. 68-76" FINE SANDS MOTTLING " MEDIUM SANDS 7' 12" MOTR/NG AT 59°' MOTTLING AT 43" j15 0-10' TOPSOIL J' 18" -- 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES 1-----'-'-� j9 0-11' TOPSOIL 10-21" LOAMY F7NE SAND 'K' 22" OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. a j3 21-46" FINE SAND L` 16" ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY g w M 0-7' TOPSOIL 11-23" LOAMY FINE SAND MOTTLING AT 42" ' OVER 60" 24/32 BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION p°V AH'S' �. 7-24' LOAMY FINE SAND 23-49' FINE SAND 'N' 44" 30/31 BEFORE PROCEEDING WITH THE WORK. 24-76" FINE SANDS 49-61" VERY FINE SAND 'O' 36" 18/19 O 76-86" MEDIUM SANDS 61-84' MEDIUM AND FINE SANDS P' OVER 65" 18 o 5. THERE ARE NO KNOWN DRINKING WATER SUPPLY WELLS WITHIN II MOTTLING A7 61" MOTTLING AT 32" TEST PITS #1 - 49 BY CHARLES H. MAINE ON 10124102 •R� 0 29_ 200 FEET OF THIS PROPERTY. 0-9" TOPSOIL #10 0-9" TOPSOIL K17NESSED BY GLENN BRUSO, NYSDOH •s• 7•• __ 6. THE WATER SUPPLY AND DISTRIBUTION SYSTEM SHALL MAINTAIN \, 9-22' LOAMY FINE SAND 9-22" LOAMY FINE SAND 'r 32" -- A MINIMUM PRESSURE OF 20 PSI AT THE FIRST FLOOR LEVEL OF 22-74' FINE SAND 22-48" FINE SAND TEST PITS #10 - #15 BY CHARLES H. MA/NE ON 7/7/04 ALL HOUSES WITHIN THE SUBDIVISION. MOTTLING AT 61" 48-74" MEDIUM AND COARSE SANDS WTVESSED BY ✓AMES MEACHAM, NYSDOH AA' 50" 2 , MOTTLING AT 48'• cc OVER 40" 22 AUGER TESTS A W.' TO 'O' BY THOMAS NACE ON 5/3 & 5/5/03 CC' 20" 00-10" TOPSOIL #11 0-10' TOPSOIL OD' S2" 3 AUGER TESTS 'AA' TO 'I I' BY TF/OMAS W. NACE ON 5/79/04 EE' 27" 23 10-19' LOAMY FINE SAND 10-22' LOAMY FINE SAND 'FF' 47" 23 19-63' FINE SAND WTNESSED BY DAMES MEACHAM, NYSDOH 96 63-79" MEDIUM SANDS P0TTLI FINE SAND 'GG' 40" 20 MOTTLING AT 32" M071L/NG AT 41" AUGER TESTS JJ' & KK' BY THOMAS W. NACE ON 11/3/05 I P 40 111 -_-% '( (' 44" fY lid, 351, 22 #6 0-10" TOPSOIL jig D-8" TOPSOIL 'KK' 29" 23 8-23" LOAMY FINE SAND 97 9 f0-6r LOAMY ND SAND 23-71" FINE SAND 22-74" MEDFINEIUM SAND 71-82' COARSE SAND ° /z 67-74N MEDIUM SANDS MOTTLING AT 51" MOTTLING AT 59" 98 DWW#3 � 3 { 25' WIDE � D 4 94 95 NO CUT ° DW#, ZONE \ / ° 100 95 97i:: .r-•.., r A� 7 r 7 -� 25' WIDE \ \ - - 95 r NO CUT / 9e ZONE \ \ \ �� \\\ p. 'I j 1 _00 -� _ .. \ \ \\ J TP I I I `� AH H' R MAI RATE 1 MIN. 5 SE . \ 7 , -.J L ~ e 0 65' I; # 3 H CONNECT TO EXISTING 12" I I ' / WATER MAIN WITH I35" TAPPING SLEEVE & VALVE AH LU IN a> \ f�LA T 1 I 97 \ � L N ��yt�rssg��s�a S��wS C�s Mn 92 AH 0' "� �._.---- -- 96 ix$F <WV o i.a� � G.ia"8 05 AH K INSET #2 N� o G \ y #24 I t+l CCq 9 CCq 0 / \ a AH,L' IP W O T lit Soo AH9% I �— 93 O ® /Jf� g5 ®# 9 WATER MAIN NOTES Z W 57 I I ' -� C / J ---� 1. ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE y 'j NTH THE DESIGN & CONSTRUCTION STANDARDS OF THE z d d 00 AWN n�0 °j 94 % TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE W `T. (/� 7-, I �! 0 WATER DEPARTMENT PRIOR TO COMMENCING ANY CONSTRUCTION OF WATER UTILITIES. 0 A A CV 2. SHALLOW GROUNDWATER AND SANDY, SILTY SOILS MAY BE ENCOUNTERED DURING q A THE INSTALLATION OF THE WATER MAINS. ALL EXCAVATIONS SHALL BE KEPT 0� d I / \ j DEWATERED AND A FIRM, EVEN BEDDING PROVIDED PRIOR TO INSTALLING PIPE py Cr @ DW#21 V \ I t-- � AND FITTINGS. DW#20 \ \ 0 O III / AH ,E, I 3. ALL WASTE FROM DEWATERING OPERATIONS SHALL BE PROPERLY DISPOSED OF z I—\ \ I I�I I I O I I \ 31 �� ` O I SO AS NOT TO CAUSE ANY EROSION OR SEDIMENTATION IN AREAS TO REMAIN 0 4 W UNDISTURBED. NO DEWATERING WASTE SHALL BE DISPOSED OF IN THE WETLANDS 9 E-4 N ' 24" A T 1 OR 100 FOOT ADJACENT AREAS. 09 rn LOT 13 �pT 2g /��� \ I� ! I w 0 � _ I o PIPE LEAKAGE TESTING & DISINFECTING z z — — — — — , > J L 'G'+'G�' LOT 20 w EEn/ � O WATER MAINS SHALL BE WATER TESTED IN ACCORDANCE NTH AWWA C600 n I -- -93-SECTION 4, AT 1.5 TIMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD 43" A 18 / .: OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA C600. C.) �~ __ —1 • ' / / WATER MAIN SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE W 1 DW .19 i i AH M . . �� "-- /- ro o� j I I / Imo' �' ;:� � 3 � ��3 90 _� _ J/ I ' � AH � WITH NEW YORK STATE DOH STANDARDS AND AWWA C651-92 PRIOR VER:. 60 :: .::: 00 _�""-/---_ TO PRESSURE TESTING. THE TABLET METHOD OF DISINFECTION O' # 1 CONTAINTED IN AWWA-C-651 MUST NOT BE USED. I N UT �. } '� I O I II I 1 { o L I _ (� 95 92 �� D �.#,6 V I I I O I I ti I I I --� _ -- �� LEGEND (D I I to AH 'EE' y DW, 17 I I I I —1 =� I O I I H B' I 1 I SOIL TEST PIT LOCATION PT I s� 00 I I I AH'KK' 31 I I I SOIL PERCOLATION TEST LOCATION V) AH 93 _�9>,� I I I I CV flew York State Health Department O AUGER TEST LOCATION W/SHGW DEPTH � / �I ' I I HF'&'F ' I - I I For Approved Date and Signature 1;* NEW FIRE HYDRANT / VALVE ASSEMBLY W � I � refer to ,_W_ NEW 8" CLDJP WATER MAIN (except as noted) � y® A\A\ o �j / \ 9� L F J III I I I III I -�i— NEW 8" WATER MAIN VALUE (except as noted) y DW.#14 NEW LI PROPOSED INDIVIDUAL SUBSURFACE / o I I I I I SEWAGE M + VALVES _ J A J INCLUDING/509 REPLACEMENT W F' AH'I I � a4 W 15 DIN I These plans • ►—a 0 / QF / / / \ —'--- w 0p, DI,W „ I approved by: U E w# 2 RE* LINE A JJ' `v �/ oL NOTE : ALL WATER MAIN TO BE Fes) ~ o W I o VALVES CLASS 52 CLDIP MEETING AWWA SPEC. C150 & C151. U� a J R chard A. Missita PUSH—ON JOINTS COMPLYING W/ AWWA C111 / / �{ 8 X 61, --96_ Highway Superintendent PIPE SHALL BE POLY WRAPED 1�) E" 4 P / / / / — _` + REDUCER FITTINGS TO BE MJ COMPLYING W/ AWWA C110 A 9s # 2 ® r — — AH'C' & 'BB' INSTALLATION TO BE IN COMPLYANCE W/ AWWA C600 I:. RATE 1 MIN. / --� I # 2 I ! I .- _ DW# 35 / / I I AND QUEENSBURY WATER DEPARTMENT STANDARDS N 0) I l DW#10 + E o as Q) 9� S> MH � I + .. I...,.''.,.. / / l ' I I I I I I 1I1 ',"--t' 6' /i o DW#5 C IAH 10 --___ ` .: �# 1 typ, ®'cc, EASEMENT (T�). 4' _ EC m �+ NEW HYDRANT ---- III I I O I I � I rr - ATE 351 S typ, � � ( ASSEMBLY Q. I I I I ®'q' -`\\l .�� v 96 22 m / `� 2 5 ' WIDE 91 III III o o it if- — N AH D\"l_ t� D # \ JaTxlary 9, 20M I I I I * W I ° W s \° Revill"July A 2003 N 0 CUT \ I III I— o a I O'AA' Revb"November Zoos Revbed May 28 ZONE 90 9, I I ar L I I PART OF LOT 1 Re*"AV,et 23, 2004 LANDS O T I I! ' W 'I I I RvANd% Nomnber�2005 F NigG -- I Q � � I q R _ W 2 5' WIDE _ ----- Q q MO,ygWK 92 oto NO CUT i ZONE E s� r-W PINE AREA POW R 6" WATER MAIN 3 C� SURVEY DWG. N0. 02080 CORPORA l�o CONNECTION TO 93 ,ITaiO eluno;i UaJJll(� n r SCHERMERHORN ��6 c ' V sueQlvsloN UPINE IJ Taeon of utawnJ RE,q (/ v6s:TT 90OZ491 UfT K a l„0 s:{JaT9 rauno:I 95 96 /96 96 Sheet 3 of 9 ENGR. DWG. NO. 46170-3 G 1- �w INDIVIDUAL LOT GRADING REQUIREMENTS o,a EXISTING LUZERNE ROAD LOT NO. MIN.GARAGE MIN. BASEMENT MIN. SEP77C BOT. STORM SEWER - 36" CMP FLOOR ELEK FLOOR £LEI! OF 7RENCH ELEK , 97 2 99.0 94.0 920 • / 3 98.0 91.0 91.0 DRAINAGE EASEMENT TO BE MAPPED FOR 98 / BLUE LUPINE PRIOR TO INSTALLATION OF 4 97.0 91.0 91.0 c` 99 STORM SEWER. STORM SEWER TO BE 5 96.5 90.5 91.0 / INSTALLED UNDER ANY PATCHES OF 6 95.5 90.0 9LO r ` BLUE LUPINE BY DIRECTIONAL DRILLING, 7 94.8 89.5 89.5 zzJ ALL GROUND DISTURBANCE TO BE KEPT 8 94.0 89.5 89.5 A MINIMUM OF 25 FEET AWAY FROM IV STORM MH#2 ANY MAPPED LUPINE PATCHES, ON EXISTING 9 93.5 89.5 90.0 10 92.9 89.5 90.0 � a 36' 0 CMP 11 92.5 89.5 90.0 AH'S' all 1212 92.0 Bs.s so.o ?� a 13 92.3 88.0 89.0iLO / TQRM SEVER 414 14 928 88.5 89.0 II 15 93.3 89.0 90.5 / tr 0 EXISTING / ��� (� 16 93.8 90.0 90.5 $ C.B. RIM=85.32 z 17 94.3 91.0 91.0 INV. OUT=81 .42 18 94.8 92.0 930 19 95.5 93.0 93.5 / ` x 20 98.0 95.0 93.5 L V 21 99.0 94.5 94.5 96 // o H 22 98.2 94.0 94.0 /J 23 97,2 94.0 92.5 _ /! 24 96.0 91.5 93.0 ° 9 EXISTING 25 95.2 91.5 93.0 CB#25 RIM=84.80 26 94.5 91.0 91.5 �7� �I- INV. IN-81 .00 INSET 1 27 93.0 90.0 90.5 C Q8 \ / INV. OUT=80.70 2s 93.7 89.5 89.5 29 93.7 89.5 89.5 ❑ 95 30 95.0 91.5 92.0 94 � 31 96.0 91.5 92.0 32 97.0 92.0 93.0 ..; "4.. :;: ::. .. ...... 95 NOTE 2' 100 ' J BASEMENT FLOOR ELEVA71ONS AND BOTTOM OF LEACH FIELD TRENCH ELEVA770NS �J _' - ARE TO BE KEPT A MINIMUM OF 2 FEET ABOVE ANY INDICA77ON OF SEASONAL HIGH T .__ ;` GROUNDWATER. RAISE THE REQUIRED ELEVA7701VS /F/A07UAL EXCAVATIONS SHOW w 2 5' WIDE - SEASONAL HIGH GROUNDWATER TO BE HIGHER THAN NDICA70 ABOVE 1 95 NO CUT ~ `p�gtt ,rprr ZONE \ ��� \ \�\\ I I i 96 arncnartc co ) /� 1 NX 12TP p _ JJ I l l 1 ' AH'rH gP �O' / \ / R MAI RATE PTMIN. 5 SEG. \ I 0 00 J I \ 0 ��5 . . . . . - . . - . •. 1 . - . . , . . . . . . . _ C I ® \ \ I ' fllal7l • �� ��� Ii \ # 3 \ AH'H' I I I ./ ®' _ - - - - - - - - - - - - - - - • . • - - .. . . . - _ •. - . • . . . • • • . • . • . - . - . • . • . - . CONNECTWATER MAIN ISWITH TING 12°. \ LU IN ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ • . . . . . . . . . . , (1/ TAPPING SLEEVE & VALVE < I` C \\ \ \ \ \ f�LA T1 I I 9 a � L _ : : , . y �a,z s=s g��a 92 �O \ - J :.- i - . . . . . . , . . . . . • - . . . . . . . _ - T AH 0' -PROPOSED WETLAND DISTURBANC _ - , , , - . - . . . . . . . . ��� gw J AREA SEE WETLAND DISTURBANCE. . . . . . . . . . . . . . . . . . , _ _ °6. _ � =�a y4� 6 \ S \ \ / W#23 9q & MITIGATION PLAN W-i v . . . . . , . . , . ��e � \ . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . € .. . . . . . . . . • , . . . . . . . _ /--•--- .. _ . . . . \ \ \ o . . . . . . Q22'° . . . . . . . . . . . . . . . C�j•� 'ter€ � e3e , . . . . . . , . , _ . . _ _ . . . . . - , . . . - - . . -- • . - - - • - - . . . , INSET 2 { a (� .r w 1 4 \ \ �-- _� 93 16 9� . . . AS FLAGGED . . . . . . . . . . . . . . . . 0 C! C\V J^ ::::: ::::: ::: :'. NYSbEC . . .SPRING:9003 .'.'.'.'.'. . . . . z a S AWN / 3° 94 ETLAND:.'.' . .-. . . . W z z 00 I \ / - •• ,.•., • . ... . . . . .•.•.•.•.•.•._.•...•.•...•. . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . A A N n IETBACK I �.- I I \ ROM / I . . . . _ . . . . .' .',' . . . . . . . . . . . DWI 1 3 � � /ti' � I I� r � TLAND / .-� . ..'. .'. ... t . . . . . . . #20 : :' . . . . . . . ... . L ". .' ' .'. . . PROPOSED WETLAND MITIGATI❑N Ch _ Z O E I J.:. . .:.:.:.: :.'. . . .. ' A SEE WETLAND DISTURBANCE REA S WE AND . . . . , -• • •%• - • • • & MITIGATION PLAN - W-1 W LOT _ I ` I I ( I J I N 24' �- 100' SETBACK NOTE THAT ALL WETLAND 8 \� y I I ' • • • - • • FROM WETLANDS W MAINTAIN MIN, 4' WIDE / I L0� Z /� I ( I I I -�`\ MITIGATION MUST BE COMPLETED W DRAINAGE SWALE AT _ J TO THE SATISFACTI❑N OF NYSDEC b b V. 90,5'+/- T❑ I - \ L I p PRI❑R T❑ THE ACCEPTANCE OF C`J a° Z a° I ' I I REAR PR❑PERTY LINE , ❑ BE DEED RESTRICTED -I k ROADS IN THIS SUBDIVISION W -FROM ALTERATION L � � � P A 'G'+'GT LOT 20 � � v1 � _ P. - 4 ' . . . . . . . . . .. : . _ PART (OF LOT r 64 "----- -04 I/I -1 r_.. 3 Aw M a _ s,o _�_- - / I / �/ AH `� 00 I �0� Z 3 0 W I D _ - i 2., 91 �::::.):.::..: I r , `�' I T I T LEGEND �\ ---_ 95 \ r e SOIL TEST PIT LOCATION Department New York State Health De AH 'EE' I I- \ For Approved Date and Signature ® SOIL PERCOLATION TEST LOCATION p I H 'a I / refer to First She AH ® AUGER TEST LOCA77ON W/SHGW DEPTH 93 I / \ �,` JI I I I I '�` 00 I p I I (v AH 'KK' EXISTING GRADE CONTOUR r� FINISH GRADE CONTOUR O / (� NEW DRYWELLS W/ EQUALIZA77ON PIPE�CD G-1 \� _ J 4 " I J I I -J I T = - NEW 6" PERF. HDPE & INFILIRA77 ON/UNDERDRA/N TRENCH �\ �,� / / \ z � q L -- �I � These cans approved by: -- � ® � W 1 I I l 11 a--5-- SIL TA TION CONTROL FENCE �. o I' U NEW FIRE HYDRANT / VALVE ASSEMBLY ichard A. NiiSSlta 0 /QF / / y - �` 3 D 1 i I Highway Superintendent -µr- NEW s CLDIP WATER MAIN / / + '�" a 00 --- � I --� - NEW 8" WATER MAIN VALVE rr � H V 1; w#12 / / ` J JJ PROPOSED INDIVIDUAL SUBSURFACE A SEWAGE DISPOSAL SYSTEM I / / RATE 1 MIN. # 2 ® 1-� 0) / I I I I l v Dw#9 35 _ " z '` / / � / DW#10 + EI Fri ORM/ �� / // I Z � - I I I I CO I AH 'I �I �� I 6' 11 I O I I 93 I I 52' #� Yp CC' S 0W w - I 1' EC. O typ. m d ASSEMBLY T t I I ATE 35 S - I NEW HYDRANT Ii I ii 1 I I l 91 1 I i ; I o o � . 96 25 WIDE lI IIII I J I �r N❑ CUT (NAH'AA' 90 ' ..: I I I' I ❑0 I O ^ ROYbed November 14, 2003 ZONE LANs �F 91 I III a �+ O PART OF LOT 1 MA°VjM2% 42ooa 1RwAmod NOTES: q R I a a 2005 A - z E Q 1. SHALLOW GROUNDWATER AND SANDY, SILTY SOILS MAY BE ENCOUNTERED DURING MOH WK 2 5 W I D THE CONSTRUCTION OF THE ROADS AND DRAINAGE SYSTEM. ALL EXCAVATIONS SHALL 92 L p N❑ CUT BE KEPT DEWATERED AND A FIRM, EVEN BEDDING PROVIDED PRIOR TO INSTALLING V I DRAINAGE STRUCTURES, PIPE OR ROAD BASE COURSE. '1 ZONE 2. ALL WASTE FROM DEWATERING OPERATIONS SHALL BE PROPERLY DISPOSED OF PINE AREA POWER � SO AS NOT TO CAUSE ANY EROSION OR SEDIMENTATION IN AREAS TO REMAIN CO 93 / R UNDISTURBED. NO DEWATERING WASTE SHALL BE DISPOSED OF IN THE WETLANDS RPORq �� 93 UP�NE �_-90____ SURVEY DWG. NO. 02080 OR 100 FOOT ADJACENT AREAS. ON S 95 96 96 �96 Sheet 4 of 9 ENGR. DWG. NO. 46170-4 County Clerks Office Jun 16:2006 11:59A Pnmelo, UOsal Ilnrrag County Clerk / EXISTING LUZERNE ROAD Y STORM SEWER - 36" CMP N Q / 98 99 RUBBER HOSE a-SM FRICTION GUARD I / NEW CLEARING GUY WRE 54 rG� 54 LIMITS `l STORM MH#2 -1:4 �}, STING U 8 _ ^'mod 36"0 CMP 3" dk6 CEDAR STAKES OUTING e R LONG 3" SHREDDED BARK MULCH EXISM TREES 3" HIGH SAUCER 9 ,� EXISTING - 9 ~ C.B. RIM=85.32 zw 7_ AMENDED PLANTING SOIL INV, OUT=81 .42 :I % I 1 0 EXISM q • - TREES 8" mfn. ALL DtSTURBFA AREAS TO W 96 V 12" min ALL TREES 3" CALIPER AND 9g c ��� TOPSOIL AI9) SEED EXISTING EDGE LESS SHALL BE STAKED AS OF TREES A SHOWN USING THREE STAKES �REq�!1E TREE PLANTING DETAIL 97 s ^D NEW CLEARING EXISTING NOT TO SCALE ALL DISIURBED AREAS TO �y LIMITS CB#25 RIM=84.80 RECEIVE TOPSOIL � SM W# 98 \ $ INV. IN=81 .00 INSET # 1 INV. OUT=80.70 D � 95 ^� W#1 94 No 95 MAGNETTC D 9g � 25' WIDE i I 96 ,, N❑ CUT <7 ZONE CIO 97 \\ J \\\ 0 \\i LU INE 97 s jfg�a PLA T 1 � �a� 5s 96 92 �gg8�w3��g�a�3�a€ 23 S FREES # wsp,-offhi g3 � ��� =sm§�a<e 94 NEW CLEARING a LIMITS w a w DW 25 INSET 2 rA ALL AREAS TO a co H ca RECEIVE AM SEED #2 9R `O 92 9s W rl NOTES z F �; BY NYSDEC �..� o o TREES 0 ED AS FLAGGED P. SPRING 2003 1. P EXISTING TREES INDICATED TO REMAIN FROM It ET AREA g0�01 BY NYSDEC SPRI6K AN NG AROUND BASE. W z Z it a .WETLAND 2. THE CONTRACTOR SHALL INSTALL 4' TOPSOIL IN LAWN AREAS AND 9" TOPSOIL w M IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING N 0 l7s1S1WG AND ALL SOIL AMENDMENTS. m a TREES 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOF rS TRIPLEX GENERAL MIX, v A 4 100' SETS K OR APPROVED MIX. AT A RATE OF 51bs PER 1000 9f, STARTER FERTILIZER (5-10-5) 0 p ROM WET ANDS AT 40 ]be. PER 1,000 of AND MULCHED WITH STRAW OR HYDROSEEDED. DW#21 v i I 1 r 4. PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION W#20 O I I I I OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART COMPOSTED z J I I I ca PART OF LOT 1 MANURE, 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 Ib per 20 ef. w 1 100' SETBACK I N FROM WET A�pS_MULCH TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, W E FREE OF WOOD IPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL LOT 13 LOT 2B /^ £ 8. THE CONTRACTOR ALL INSTALL ALL PLANTING IN STRICT ACCORDANCE WITH C7 0 O z O THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 'f d r/� ti —' R. N LOT O r 9664 w P. # a - - - PLANT LIST z C m D 19 9o49 i i T 9'0 — — —' — J SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS i TREES O 2 ^ N I I I Q SM ACER SACCHARUM "GREEN MOUNTAIN" GREEN MOUNTAIN" SUGAR MAPLE 33 3 - 3.5 in CAL B & B 0� O JJ N If i�P-W `fork State Health Department JI 9 O F I I For Approved Date and Signature J D ' O J J N refer to First Sheet � O r- z w EXISTING 93 O 4-4 I- - O I I � Q r , I MMM���11 �A ^A O� C NEW CL RING I I O r t1 S�O� LIMITS T�//�' ALl AREAS F 94 D EIOSI9IG �/ 1 WRE AND �9Q 93 DW#12 w o —/ TREES 9-SM 9 NEW CLEARING E)QSIMAG W 13 ` w LIMITS y /� TREES w �O�.�yy / NEW CLLIMITS 94 96 DW#10 � O 5 99 CIO f� W#5 O ELI J ( I I I El � 98 a N fry g1 ) v: . i ; ._':. I I III O I I . o 96 9 r� 98 q d II 2 5' WIDE 9, i i I I o �, i I rr - D # a 6 A.� F W 8 Date- O ti N❑ CUT 1 1 a o 1 N 9-sM v"d Augt*82,2 05 II r vibed ugud EwsINAG ZONE LANDS 90 91 .. . I I I I A n I I 0 PART (OF L 0 T 1 TREES 99 4' RReevWd November a 2005 �F N�q �gRq �z a I 25' WIDE I 96 `" --- _ c M 0 H q WK 92 L©111 N❑ CUT ALL a AREAS TO r\ ZONE RECEIVE TOPSUIL AND SM cJ Af Bce1e r-W EA P0 �/ER CORPORA 31 '� 93 96 SURVEY DWG. NO. 02080 PINE AR 1 9 RATION ; ; ,uP,NE � S — 5 1 1 REA, K Sheet 5 of 9 1 1 95 96 96 96 ENGR. DWG. N0. 46170-5 HIGH POINT ELEV = 99.96 HIGH POINT STA = 5+01 HIGH POINT ELEV = 99.21 LOW POINT ELEV = 97.61 HIGH POINT STA = 11+01 LOW PRINT ELEV = 97.78 PVI STA = 5+01 LOW POINT STA = LOW POINT STA = 1+73.50 PVI ELEV = 100.15 = PVI STA 1+73.50 A.D. _ -1.50 PVI STA = 8+51 99.40 PVI ELEV 11+01 PVI STA = PVI ELEV = 97.69 K = 66.67 PVI ELEV 1. 97.52 A.D. _A.D. = 1.50 K = 66..6767 A.D. = 1.50 100.00, VC K = 33.33 K = 33.33 100.00' vc 50.00' VC tU r+ tU KOO' VC V) n !~r) h I j OD CD V U L) U + n + N rn Q a W It + 0+ + 0 > > > > FIRE HYDRANT 00 0% OD 0 v v I U �) .. M M W W STA, 7+10 U U U U W P>0 W W p M v V v v > > > > FIRE HYDRANT v n W P>0 W W PO W W STA, 15+14 W • - Z + H � L9 - -- - - - - - - - -- - -- -- -- - - - - - - - - - - - - - - -- - - - - - - - - -- - 6 DIP WATER MAIN "'- - - - - - - - - '- -- -- E;A4 - - - - DRYWELLS #1 nd #2 DRYWELLS 3and #4 CLINE 'VALVE DRYWELLS #7 and #8 - - - - TA 1+73.50 STA 2+50 6" ERFDRATED STA 7115 DRYWEL S #5 and # STA 8+51 DRYWELLS #9 and #10 RIM ELEV 93.01 RIM ELEV 7.26 ------ CONNECT I V ELEV 94. 4 PIP IN STONE STA 8+ 0. STA 13+7 DR WELL #11 TO EXISTING INV ELEV 9 .75 THE CH (TYP,) RIM EL 97.65 INV ELEV 3.25 RIM ELEV 97.09 ST 16+49 W P WATER M IN INV ELEV 93.38 6" P RFORATED INV ELEV 1.94 RIM ELEV 94,67 DRYWELLS #12 3nd #13 W/TA PING SLEEVE & VALVE PIPE IN STONE INV ELEV 92.17 STA 17+00 E TRENCH (TYP,) CONNECTI N IN ELEV 91.13 AT ROAD INTERSECTI N STA, 16+ 3 DATUM ELEV 80.00 N ^.N 41� ODD �tN �� '7M '�^ '�� o N T ODD N t�0 O mN �o !gg�D CJ 0� IA gti h �V o a^� m� m� m m m CD n n 0� 5 00 r4 t� 7ri 1� %6 V) �G 0J UY } � t'7 N OD O m In OD O tr) Ifl OD o (� =in. 0; p; m 0 m 0� 0 0� 0+ 0� 0� OJ OD n I~ n CD 00 0� 0� 0% 0� � T 0• 0� O� 0� 0� 0� O' 0+ 0� � 0+ 0� 0� Cn �"•, O 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18 00 '�qr . *LiC ,,`�`�� rrtu�I+I ROAD PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE 1"=5' -S1ute ,-ioailil De For A �artment 5 � a a pproved Date and Signature HIGH POINT ELEV = 96.64 refer to First Sheet HIGH POINT STA = 31+58.48 PVI STA = 31+58.48 PVI ELEV = 96.83 � ffi1 A.D. _ -1.50s�se� a K = 66.67 LOW POINT ELEV = 90.49 100,00' vc LOW POINT STA = 23+01 (U o o PVI STA = 23+01 `r WCQ PVI ELEV = 90.40 vaD 't + W A.D. = 1.50 0 o �`) w K = 33.33 M M o+ L) W 1J C4 fYf '7" d oD 50,00' VC ; j W W M W Z V2 Z OD W H t+0 M + V)cS + `�° A R N cuu a' N FIRE HYDRANT ¢ d H 0 w H y v STA, 24+36 _ a Or or _ _ _ __ _ -- - - ' - - - - - - -' - - - -..- - - - - - ._ - .- - -- - - - - - 8 DIP WATER MAI 76' PERFORAT D DRYWELL 11 W W DRYWE LS #24 and #25 PPE IN STONE # 6" PERFORATED DRYWE LS #14 and #15 STA 2 +00 TENCH <TYP, "T" CONF-j NSTA 34+99 _ DRYWE LS #22 and #23 RIM EL V 96.64 AT ❑AD INTERN RIM ELEV 94.67 tWj A PIPE IN STONE STA 19+50 DRYWELLS 16 and 17 LINE VALVE STA 2 +50 INV ELEV 92.17 Z m m TRENCH CTYP,) RIM EL V 92.78 # DRYWELLS 18 and 9 INV ELEV 92.13 w w # STA 24+ 1 6 PERFORATED RIM EL V 92.76 STA 22+00 DRYWELL #20 an # 1 INV ELEV 89.26 STA L 01 PPE IN STUN INV ELEV 90.26 RIM ELEV 9 .90 RIM ELE 90.14 STA 24+ 0 INV ELEV 87.39 INV ELEV 87.64 RIM ELEV 90.89 TENCH CTYP, DA7W ELEV INV ELEV 88.38 80.00 V� �{o V) OD o M Ln OD 0% �0 ,r .. 0� ti0 fi 0� �0 V •+ 0+ �0 <t .. 0� M .+ trl d) c? (U A N 5 �-i 5.�� .~-� °'1 ! m .•ye IQ m ftl fU M (h CM Eit V V I!) IA OD OD CU %0a�m��p R C9 �2 tD 71n .fie e^ Cam) O 0% 0+ to� � 0� 0� T d Q � I � � � 0� 0� � 0� Q+ � 0� T 0� T � !"'p� off+� �'� � m� �� o�� Q,� 18 00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 lei z pONy ROAD PROFILE These plans approved by: �., ® 4 o HORIZ. SCALE: 1"=50' VERT. SCALE 1"--5' ichard A. Missita Z W Highway Superintendent O '�; H 0-4 H � � EXISTING i' 8" ADPE STORM @ 0,47% ---� 36" CMP ®� 613' 8" HDPE STORM @ 0,47 DRYWEL #17 STORM H #1 NEW STORM MH #2 STA 22 00 STA 3+ 39 ON EXISTING PIPE RIM ELEV 90.90 RIM ELEV 91.0 STA 9+56 INV ELE 1 87.39 INV ELEV 85.88 RIM ELEV 87.0 INV ELEV 82.84 DATUM ELEV80.00 Date,Jwmry 9, 2003 PAW �Y 24. 2003 F 0+ N !F r, R RsVIIMk NOV6TIIbl1"AZO03 a m Revised Nownber 11. 2005 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 STORM SEWER PROFILE fie' AS NOTED SURVEY DWG. NO. 02080 IJdT.) fi'°n° °dJJ,rn HORIZ• SCALE: 1"--50' VERT. SCALE 1"=5' iaeoA •r Drawa,j uSaTT g1307i7T un S ICJ 66J6 Sheet 6 of 9 ENGR. DWG. NO. 46170-6 50'-0" RIGHT OF WAY 50'-0" RIGHT OF WAY 2'-0„ 24'-O" TRAVEL LANE 2'-0„ 11'-0" 2'-0" 24'-O" TRAVEL LANE 2'-O" 11'-0" 10' UTIL EASEMENT 3 1/2" ASPHALT CONCRETE -2' COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 -1 1/2" COMPACTED TOP NYSDOT ITEM 403.16 TYPE 6 3 1/2" ASPHALT CONCRETE 4'-0' 6'-0' -2" COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 8'-O" �5'-0' -1 1/2" COMPACTED TOP NYSDOT ITEM 403.16 TYPE 6 3 L 6" TYP. 1/4" /FT. 1/4" /F7., 1 � 12 12 MAX. ALLOWABLE 6" TYP. GRADE TO DRAIN 1 -I1 - - SLOPE 1096 1777777777777 1/4" /FT. 1/4" /FT. 111111110 : MIN. ALLOWABLE C SLOPE (2%) .; TELEPHONE & GAS ELECT., CABLE TV - - -- - -- -- - - - --- - - -- - - GEOTEXTILE SEPARATION FABRIC LINO GTF 200 OR EQUAL O BASE COURSE MINIMUM DEPTH REQUIRED FROM EDGE OF SHERMAN GEOTEXTILE SEPARATION FABRIC 00 12" NYSDOT ITEM 304.05 AVENUE TO STATION 13+00 LINO GTF-200 OR EQUAL PAVED WING-TYPE SWALE TYPE 4 TO BE COMPACTED IN TWO LIFTS REQUIRED FROM EDGE OF SHERMAN INDIVIDUAL DRIVEWAYS SHALL BE COMPACTED SUBBASE AVENUE TO STATION 13+00 GRADED TO MEET PAVEMENT ELEVATION COMPACTED SUBBASE AT TOP OF WING. IN NO CASE SHALL PAVED DRYWELL - LOCATIONS DRIVEWAYS BE ALLOWED TO CUT OUT VYING-TYPE AS SHOWN ON PLAN WING SECTION OF PAVEMENT. TYPICAL AT FILL SECTION TYPICAL AT CUT SECTION SWALE (SEE DETAIL) BASE COURSE - MINIMUM DEPTH 12" NYSDOT ITEM 304.05 TYPE 4 TO BE COMPACTED IN TWO LIFTS WATER MAIN TYPICAL ROAD SECTION TYPICAL ROAD SECTION IN CUT & FILL OVER 3 FEET NOT TO SCALE NOT TO SCALE NOTES: 1. SHALLOW GROUNDWATER AND SANDY, SILTY SOILS MAY BE ENCOUNTERED DURING THE CONSTRUCTION OF THE ROADS AND DRAINAGE SYSTEM. ALL EXCAVATIONS SHALL HEAVY DUTY PRECAST COVER w/ECCENTRIC BE KEPT DEWATERED AND A FIRM, EVEN BEDDING PROVIDED PRIOR TO INSTALLING HOLE. USE ROTATION OF COVER TO ADJUST DRAINAGE STRUCTURES, PIPE OR ROAD BASE COURSE. LC OF GRATE V TO MATCH C OF WING SWALE. ON SIDE OF ROD ADJACENT TO WATER MAIN PROVIDE SILT FENCE AROUND CATCH BASIN 2. ALL WASTE FROM DEWATERING OPERATIONS SHALL BE PROPERLY DISPOSED OF USE ECCENTRIC COVER TO LOCATE DRYWEL AS AND FILTER FABRIC UNDER COVER SO AS NOT TO CAUSE ANY EROSION OR SEDIMENTATION IN AREAS TO REMAIN y� FAR AWAY FROM WATER MAIN AS PRACTICAL 3�- 1'-O° 3'-0' UNTIL PAVEMENT I PLACED AND GROUNDCOVER c UNDISTURBED, NO DEWATERING WASTE SHALL BE DISPOSED OF IN THE WETLANDS -COVER do DRYWELLRATED FOR H-20 LOADING HAS BEEN ESTABLISHED IN R.O.W. NEW HYDRANT ASSEMBLY 3 cn= HEAVY DUTY MANHOLE FRAME & GRATE DEPARTMENTPER S�� OR 100 FOOT ADJACENT AREAS. AND MODEL BM450 BY SYRACUSE CASTINGS THE 10 STATE RECOMMENDED STANDARDS FOR WATER WORKSIN O %r''S1 •`iy,+ MAX. 8" BRICK do WING TRAVEL LANE FINISH GRADE 6" 'irrrrrr • 4A'L' MORTAR ADJUSTMENT SWALE - WING SWALE BACKFlLL WITH NATIVE ASPHALT ROADWAY SOIL & TOPSOIL HYDRANT DRIP 3 �� PLUG WHERE �^"ONAL gASE / HIGH GROUNDWATER IS I VALVE BOX7 EXIST. GROUND y F ' COURSE / SHALLOWER THAN 7 FT. s N �- HYDRANTS WITH PLUGGED 0 0 ° 0 00 TH HOLES A BRASS SHALL IINNDICAn1Nc MOO STONE 0 0 Og 0 0 0 r•� VALVE BOX € "WEEP HOLE IS PLUGGED" ADJUSTABLE s b e np 8 M.J. GATE VALVE-NRS A G 0 `8 COMPACT BACKFlLL IN 5-8" MIN. COVER < R 12" LIFTS TO 95X PROCTOR VARIES 8' DIA DENSITY p I (4' MAX.) �H MA GATE VALVE 8" EQUALIZATION PIPE a 1n TO ADJACENT DRYWELL 6" 0'PERFORATED PIPE IN FILTER FABRIC INFILTRATION TRENCH (SEE DETAIL) / p p TO BE SET LEVEL io AT LOCATIONS AND TO GRADES 1v AS SHOWN ON THE ROAD PLAN & PROFILE. r 1 /2 CRUSHED STONECq t i y fl8' DIA. PRECAST LINE EXCAVATION WA1H Ej N 6,. \ p oAw Ro W 0 CONCRETE MILLER�EOR `� 0 0 gO FILTER FABRIC BEFORE EQUIVALENTOR 0 0 O PLACING STONE B" PERFORATED HOPE PIPE 0 EXISTING MAIN o o STONE FILL SHALL CONFORM TO MI.J ANCHORING COUPLING Qr' PRECAST CONCRETE FOOTING 1 NEW TAPPING SLEEVE W z i/J z 10' DIAL 2'-6„ M.J. ANCHORING PIPE z aMi W 0 NYSDOT STANDARD SPEC. SECTION ►� 703-02 COURSE AGGREGATE TYPE 3 I COMPACT IN 8 UFTS A A DRYWELL DETAIL INFILTRATION/UNDERDRAIN TRENCH TYPICAL HYDRANT INSTALLATION CONNECTION TO EXISTING WATER MAIN W NOT TO SCALE NOT TO SCALE m NOT TO SCALE NOT TO SCALE New York State Health Department STORMWATER POLLUTION PREVENTION / EROSION CONTROL For Approveto Date and First eet uee 10'-0" O.C. MAX. refer W � S.W.P.P.P. REQUIREMENTS CONSTRUCTION SEQUENCING a 36" FENCE POST 1. THE CONTRACTORS UN?ERTAKIN INFRASTRUCTURE CONSTRUCTION PHASE 1 AND THE INDIVIDUAL SIGN CERTIFICATION ON1. CONSTRUCTION SHALL BE PHASED TO LIMIT THE AMOUNT OF AREA DISTURBED AT ANY Z b W b NTIO GROUNDVEN THIS 16" TH S PAGE ANDT SITE �BECTION PHASE FAMILJAR NTH ALLREQUIREMENTS TIONS OF ISOF THECT MUSSWP SWPPP REQUIREMENTS OF THE ONE TiME. PHASE 1 WILL BE THE CONSTRUCTION OF THE SUBDIVISION INFRASTRUCTURE W t/1 NYSDEC SPDES GENERAL PERMIT FOR STORIMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY PHASE 2 WILL BE THE CONSTRUCTION OF THE INDIVIDUAL HOUSES AND LOT IMPROVEMENTS. W �� WOVEN WIRE FENCE W/ FILTER CLOTH OVER - PERMIT No. GP-02-01. U (MIN 14 1/2 GAUGE, MAX. 6" MESH SPACING) 2. ROADWAY AND UTILITY CONSTRUCTION SHALL BE SUBSTANTIALLY COMPLETED AND Q; EMBED IN GROUND 8" MIN. 2. THE CONTRACTORS ARE RESPONSIBLE TO COMPLY PATH THE TERMS STABILIZED PRIOR TO THE CLEARING OR DISTURBANCE OF ANY HOUSE SITE. AT NO Z m m I: ;q :" '>'..•:., OF THE NYS DEC SPDES GENERAL PERMIT IFOR STORMWATER DISCHARGES TiME DURING THE HOUSE CONSTRUCTION, PHASE 4 SHALL THE TOTAL DISTURBED AREA ^+ > -+ ' ,ej: ^,: ;,;.,`;�..'•, ,. FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. COPIES OF THE GENERAL PERMIT BE MORE THAN 5 ACRES. 00z ARE AVAILABLE BY CALLING DEC (518) 402-8109. 3. A NOTICE OF INTENT NOI MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. ( ) 3. ALL ROAD AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN '." ,•`.., .. 4. THE SWPPP INCLUDES INFORMATION ON .ALL DRAWINGS SP-1 TO SP-9 AND THE GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE STORMWATER MANAGEMENT REPORT. NOT DESIGNED FOR USE WHEN THE GROUND SURFACE IS FROZEN. SOIL BACKFlLL 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE INFRASTRUCTURE CONSTRUCTION CONTRACTOR 4. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL FLO/ EARTH BERM AS (PHASE 1) SHALL HAVE THE ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY IN AN THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER REQUIRED TO DIRECT INSPECTION REPORT THAT THE APPROPRIATiE EROSION AND SEDIMENT CONTROLS HAVE BEEN OF THE CONSTRUCTION SITE AT THE EDGE OF EXISTING NATIVE VEGETATION AND ❑VERFL13W TO GRASS ADEQUATELY INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION, THE ENGINEER SHALL MAKE AS INDICATED ON THE PLANS AND DETAILS. PERSPECTIVE OUTLET STRIP WEEKLY SITE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT F A OF 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP-02-01. 5. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS DRAIN Q° $(� d°F �a4•`�° 6. THE INFRASTRUCTURE CONTRACTOR (PHASE 1) SHALL BE RESPONSIBLE FOR ALL EROSION AND AS DETAILED IN THE LOCATION OF THE PERMANENT ROADWAY ENTRANCE. "Q GRATE a 'pa ° $�'o;.00'o; o o' o •o SEDIMENT CONiRO MEASURES ASSOCIATED WITH CONSTRUCTION THE SUBDIVISION ROAD, o, �g o°�o� Qg oag o 4p STORMWATER MANAGEMENT SYSTEM, AND U lIU71ES AND AS SHOWN AS PHASE 1 ON THE EROSION 6. TEMPORARY SILT BASINS ARE TO BE CONSTRUCTED IN THE LOW POINTS OF THE PROPOSED z b 36" FENCE POST, 10 oc MAX o o�� 0�� SUBDIVISION ROAD AS SHOWN ON S-9. THESE BASINS SHALL BE LOCATED Q CS ° AND SEDIMENT CONTROL PLAN (S-9). DRIVEN 16" MIN INTO GROUND � � ° • Oa°q0�0 ALONG THE PROPOSED ROAD, BUT NOT WITHIN THE AREA OF THE PROPOSED PAVEMENT. � � �poo� a�q 7. THE INDIVIDUAL LOT S17EWORK SUBCONTRACTOR (PHASE 2) SHALL BE RESPONSIBLE FOR ALL THEY SHALL COLLECT STORMWATER RUNOFF FROM ALL AREAS OF PROPOSED ROAD AND N WOVEN WIRE FENCE W/ FILTER CLOTH OVER a �°. oo IT ( Jo•Sd � BLOCK EROSION AND SEDIMENT CONTROL MEASURES ASSOCIATED Wii1i SITE CONSTRUCTION ON THE UTILITY CONSTRUCTION. BASINS SHALL HAVE A MINIMUM VOLUME OF 3,800 CUBIC FEET FOR F OW (MIN 14 1/2 GAUGE, MAX. 6" MESH SPACING) �o Qo�o +1���� ¢gooQa INDIVIDUAL PLANNW 9 HOUSE LOTS AND AS SHOWN AS PHASE 2 ON THE EROSION AND SEDIMENT CONTROL IEACH ACRE OF NTO THE EXISTING GI SANDY SOLD IFBNENCESSARY CLEAN SEDIALLOW MENT IT OUT OF CTED R TO FILTER Z BASINS TO ® p _ EMBED IN GROUND 8 MIN. a4 q LI aQ�o�4p MAINTAIN THEIR INFILTRATIVE CAPABILITY. -I UNDISTURBED GROUND $ 8 8. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG c I I-I I-I I -_- �_ Q4q°OQQ °�00o BOOK, MAINTAINED ON SITE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. 7, CONSTRUCTION OF THE SUDIVISION INFRASTRUCTURE CAN THEN PROCEED INCLUDING: E _) =III I-_III-_III OUTFLOW a 4 .. g a ° ro oo GRAVEL BACKFlLL 9, AT COMPLETION OF EACH PHASE OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE THE ENGINEER GRADING AND PLACEMENT OF FILL, INSTALLATION OF ALL UNDERGROUND UnLIT1ES, ® p� 0 EXCAVATED INFLOW o ° (3/4" MIN.) INSTALLATION OF STORM DRYWELLS AND STORM SEWERS, AND ROADWAY CONSTRUCTION. Oyl III-III-III GRASS OUTLET STRIP. ° o p• ° ° po PERFORM A FINAL INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND 0 BASIN �°•• 4 �°pp. THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS FOR THAT PHASE HAVE BEEN REMOVED. Ti- mii-i i i-ITT- MUST REMAIN UNDISTURBED, r0000 Oa o00 000o a o O O �Oo UPON CERTIFICATION OF PHASE 2 COMPLTION A NOTICE OF TERMINATION (NOT) SHALL BE 8. FOLLOWING COMPLETION OF THE STORM DRYWEU S THE CONTRACTOR SHALL INSTALL STONE AND LEVEL & WELL VEGETATED, �8�qg 8�4 ` g4o FILED WITH NYS DEC. AND BLOCK INLET PROTECTION AROUND THE INLET GRATES TO PREVENT SILT FROM ENTERING THE En EL Pa O 4d°°ooC� .oO . o°ooCS AND�EUDNTIL GRASS IS PAVEMENT ST M NT IS COMPLETE AND ROADSIDE AREAS HAVE BEEN TOPSOLED SEDIMENT CONTROL FENCE 5�oe� A Site Areas tJ1 NOT TO SCALE 9. FOLLOWING COMPLETION OF ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS 0 BUILDING AREA: 53,000 sf = 1.22 ACRES AREAS, REMOVE ANY COLLECTED SEDIMENT, REMOVE THE SEDIMENT CONTROL FENCING, PLAN VIEW LIMITS OF PAVEMENT: 142,625 sf = 3.27 ACRES THE SILT BASINS AND INLET PROTECTION. REMOVE ANY DEBRIS FROM THE PERIMETER OF IW mtn. 4W mh TOTAL AREA OF DISTURBANCE: 753,400 sf = 17.3 ACRES THE SITE AND DISPOSE OF ALL WASTE MATERIAL IN A LEGAL MANNER. u -8' min. CRUSHED STONE OVER CONCRETE BLOCK WIRE SCREEN PHASE 1 DISTURBANCE: 237,260 sf = 5.4 ACRES w E � b COMPACTED SUBGRADE AND PHASE 2 DISTURBANCE: 5T6,1�F0 sf = 11.9 ACRES STABILIZATION GRAVEL BACKFlLL FILTER FABRIC TEMP. SEDIMENT POOL CERTIFICATION STATEMENT 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS �a u•.::.' .eo', °o: :, ° `••; b , 00` : °; ;q: 2 111 I• MIN. TO BE SIGNED 0Y CONTACTORS PERFORMIMIG THE SITE CONSTRUC710N SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE 11-4 ,o .. <o o_`. °9y ; : y snx ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT ° d?.o t )P'o: ;„ ,: • / _ I CERTIFY UNDER PENALTY OF LAW THAT tl UNDERSTAND AND AGREE TOCO IN NO CASE MORE THAN 14 DAYS. n , •` , , sl• : ;�, '.. . '.; b. . . .� / / / / / ! COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE ` . 'OILY. :• ':',. ,o; b• •,,�, •. EXISTING PLAN MEW ' / / / DRAINAGE / / / �` CONSTRUCTION SITE IDENTIFIED IN SUCH SWPPP AS A CONDITION OF 2. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING GROUND �T/ / / / / INLET TACKIFIER ON SLOPES OVER 50 OR SEEDING AND INSTALLING o , / AUTHORIZATION TO DISCHARGE STORMWATER. I ALSO UNDERSTAND THAT 0 o NOTES: / / THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE .' TION SYSTEM (SPDES) ANP , 1. REQUIRED VOLUME OF SEDIMENT BASINS ARE SHOWN ON EROSION & SEDIMENT CONTROL PLAN. �/ /" \ THE JEN.Y..RAL POLLUTANT RM TU FOR TANTSDISCHARGE ER DISCHARGES FROM CONSTRUCTION AVAILABLE VOLUME SHALL BE CALCULATED BY: V = .4 x SURFACE AREA OF EXCAVATED PORTION ACTIVITIES AND THAT IT IS UNLAWFUL FOR ANY PERSON TO CAUSE OR BELOW ELEVATION OF OUTLET STRIP x MAX. DEPTH. a CONSTRUCTION SPECIFICATIONS BELOW TO VIOLATION of WATER QUALITY STANDARDS. MAINTENANCE 1. STONE SIZE - USE NO. 2 STONE OR RUBBLE 2. MIN. CREST WIDTH (ft) SHALL BE 4 x DRAINAGE AREA (acres). SECTION A - A 2. LENGTH AS RECUIRED BUT NOT,LESS THAN 50'. PHASE 1 INFRASTRUCTURE CONSTRRUCTTON 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY Date`JANUARY 9, 2003 & THICKNESS.` NOT LESS THAN 8'. 3. ALL CUT SLOPES SHALL BE 1:1 OR FLATTER. NOTES: - NAME HAS BEEN REDUCED BY 5OX, RpV��,Y14 2008 4. WADTH: 10' MINIMUM (24' IF SINGLE ACCESS POIN , BUT NOT LESS THAN THE FULL WIDTH AT i+01NTS WHERE INGRESS OR OCCURS. 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO OTIGINAL DIMENSIONS WHEN SEDIMENT HAS 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 ReV1996 AIKI W 23, 2004 5. FILTER FABRIC: WALL BE PLACED OVER THE ENTIRE AREA PRIOR ACCUMULATED TO 1/2 DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA FOUNDATION SHALL BE 2 INCHES MIN. BELOW REST OF INLET AND BLOCKS SHALL 'II•LE HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE ReYbed NIOVEMBER8j 2005 TO PLACING STONE.S. SURFACE WAT MAINTAIN EXISTING SURFACE RUNOFF OF SiORMWATER. AND STABILIZED. BE PLACED AGAINST INLET FOR SUPPORT. ER: GOOD WORKABLE CONDITION. ROV16"FEBRUARY 20, '008 7. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL S. SEDIMENT TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGi15-OF-WAY. 2. HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS SIGNATURE 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS THIS MAY REQUIRE PERIODIC TOP DRESSING WDH ADDITIONAL STONE AS 6. THE SEDIMENT TRAP SHALL BE REMOVED AND AREA STABILIZED WHEN THE UPSTREAM DRAINAGE AREA TO SUPPORT STONE. TO COLLECT UTTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED HAS BEEN PROPERLY STABILIZED. 3. USE CLEAN STONE OR GRAVEL 1/2 - 3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW DATE TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED. WASHED OR DEPOSITED TOP OF THE BLOCK ON A 2:1 OR FLATTER SLOPE. 4. ANY STOCKPILES OF FILL., TOPSOIL, EXCAVATEDMATERIAL SHALL BE COVERED OR ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. S. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE PHASE 2 INDIVIDUAL LOT SITEWOR,K CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REOUIRED, IT SHALL BE DONE USE AT ALL INLETS LOCATED IN LOW POINTSIN ROAD ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT - - NAME TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE BCILIO AS NOTIED PROVIDED AFTER EACH RAIN. TITLE CONSTRUCTION ROAD ENTRANCE GRASS OUTLET SEDIMENT TRAP STONE & BLOCK INLET PROTECTION SIGNATURE SURVEY DWG. NO. 02080 NOT TO SCALE NOT TO SCALE NOT TO SCALE DATE S ® 7 Sheet 7 of 9 :IJHIT quf10� Ud JJi3 ENGR. DWG. N0. 46170-7 pEOA •I• uTawud HSS:TT UiiZ'9T uif dOl,4J0 S;IJaT3 Elmo) RECOMMEND ALL ACCESS & CLEANOUT OPENINGS APPROXIMATE BE RAISED TO 8 BELOW CONCRETE OR STONE FINISH GRADE FINISH GRADE. MARKER ABOVE ALL RroOMMMEN�S TRENCH BACKFILL SHALL CONTAIN 2'-0" 4'-0" 2'-0" NO SOLIDS LARGER THAN CROSS OPE 2� 3 INCHES IN DIAMETER OF RR LL TSETTO ALLOW ON SLOPED SITES z OQ V INLET BAFFLE 12" MAX COVER OVER D-BOX USE EXTENSION COLLAR IF REQUIREDTERM � �.�'� �0 `�� TH FLUSHINATE ALL PIPESW/INSIDE WALL jt DISTRIBUTION BOX -_ � 7EAR BARRIER MATERIAL TO 8E y 6" - 12" FILL PERMEABLE GEOTEXTILE BY FORT MILLER OR c MIRAM 135N OR EQUAL C� QO 3 1" m� n EQUAL t LATERAL o kJ 40 x 1 �10� 2" MIN. 4" PERFORATED UQUi1N� 3 Q 1M/4' PER FOOT 1/a0 NPE OPER FOOT ® O O OF i io g �D aO 18"' MAX. 3/4" TO 1 1/2" 0 o ih N 0go 00 ° ALL OUTLET INVERTS ,. WASHED CRUSHED STONE pO °°�°0 0 TO BE SET AT 6-0 SEPTIC TANK PEA EXACTLY THE SAME 24" MIN. NOTES: BY FORT MILLER V �+ V GRAVEL ELEVATION. GARAGE OR EQUAL oo INLET & OUTLET �� DISTRIBUTION BOX (USE SPEED LEVELERS) HOUSE 1, TiLE FIELD TO BE 100' OR MORE FROM ANY BAFFLES as n•n w•w NOT TO SCALE MAXIMUM SEASONAL LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' D no TANKS WITH JOINT BELOW IMPERVIOUS SOHIGIIL OR BEDROCK OR MORE FROM ANY WATER LINE UNDER PRESSURE. THE LIQUID LEVEL MUST BE TESTED » gn FOR EXFILTRATION PRIOR TO ACCEPTANCE x STANDARD PIPE ABSORPTION TRENCH SECTION 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION BY THE LOCAL CODE ENFORCEMENT OFFICER BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 PVC WiTH CEMENTED JOINTS. �m � � NOT 'to SCALE INSTALLATION OF DISPOSAL FIELDS TIGHT JOINT 4" PIPE 10,-0" MINIMUM 2x WIDTH 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWNG, ON SLOPE OF 1/4" /FT. MIN. 3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST MAXIMUM 4z WIDTH AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. TOPSOIL (6.. min.), SEED AND 20'-0" FROM BASEMENT WALL IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND MULCH SEPTIC SYSTEM AND ALL LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND DISTURBED AREAS IMMEDIATELY TIGHT JOINT 4" PIPE MIN. CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. BARRIER MATERIAL ON SLOPE OF 1/8" /FT. SEPTIC TANK 4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE p 0000 2. - _ AFTER INSTALLING SYSTEM NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS MAXAWAY FROM SEWERAGE SYSTEM. 00 OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. t2MA PROVIDE 3' SAND OR--�O� PEA GRAVEL UNDER TANK 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, 5. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL SEPTIC TANK THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED WITH CONTOUR LINES. NOT TO SCALE AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN " 00 8" MIN. DISTRIBUTION BOX SMEARED SECTIONS OF TRENCH. 2 MIN. QO ��o0 -SLOPE 6. FOR SHALLOW ABSORPTION TRENCH SYSTEMS WHERE THE BOTTOM 4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE O� ono - O OF TRENCH IS LESS THAN 6 INCHES BELOW THE SURFACE OF EXISTING, SEPTIC TANKS AND GEOTEXTILE FABRIC SHALL BE AS SHOWN, AND CARE SHALL ABSORPTION TRENCH IN-SITU SOIL, THE HORIZONTAL SEPARATION DISTANCES SHALL BE BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND MEASURED FROM THE EDGE OF THE FILL. OTHER WASTE MATERIAL IN THE STONE AND PIPE. 10' MIN. 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE p� 0 O 04 PROPERTY STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT LINE 7, FOR RAISED ABSORPTION TRENCH SYSTEMS THE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS 4' PERF TED PVC LATERAL, 10' MIN. HORIZONTAL SEPARATION DISTANCES SHALL BE OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID / LEVEL TRENCH BOTTOM MEASURED FROM THE EDGE OF THE FILL. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR WITH THE HOLES DOWN IN ALL CASES. SLOPE 1/18 -1/32' PER Fi. GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 6. FOR INFILTRATOR SYSTEMS, THE BOTTOM OF TRENCH SHALL BE LEVEL NOTES' NECESSARY TO ACHIEVE A STABLE FOUNDATION. PRIOR TO PLACING THE INFILTRATOR UNITS. UNITS SHALL BE INSTALLED 1. END OF ALL DISTRIBUTOR PIPES MUST BE 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS PLUGGED UNLESS INTERCONNECTED. ``1�pltur,Ill�I�� SEWAGE DISPOSAL LAYOUT CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. SOLD CONCRETE BLOCKSSPLASH PAD SHALL BE PLTTACHED AT ACED EDAND UNDER THEEEND OF THEEND H. 2. ALL LATERALS TO BE OF EQUAL LENGTH. 9�`�i� NOT TO SCALE 4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED INLET PIPE INTO EACH TRENCH. 3. MAXIMUM TRENCH LENGTH IS 60 FEET. `��� ,�V FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL 5. ALL JOINTS MUST BE SEALED. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY STANDARD PIPE ABSORPTION TRENCH PROFILE FROM THE DISPOSAL FIELD. HOT .ro SCALE __�,$ V. 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED 'n '^ UNDER PAVEMENT. # WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD ti BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH ! ` (SEE NOTE 1) G.P.D. GAL.) SURFACE AREA(S.F.) PERCOLATION RATE (MINUTES) NOTE • (SEE NOTE 3 & 4) 1-5 6-7 8-10 11-15 16-20 21-30 NOTE: `J 2 220 1000 27 92 110 123 138 158 184 1. SEPTIC SYSTEMS FOR ALL LOTS ARE TO BE CONSTRUCTED AS SHALLOW TRENCH / DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL ABSORPTION MODIFIED SOIL SYSTEMS. TRENCHES AND GRAVELLESS INFILTRATOR CHAMBER TRENCHES. EITHER SYSTEM �n6 3 330 1000 27 138 165 1 184 207 236 275 6 4 440 1250 34 184 220 245 275 315 367 2. A PERCOLATION TEST SHALL BE CONDUCTED ON EACH LOT AFTER THE AMENDED MAY BE USED FOR SUBSURFACE DISPOSAL SYSTEMS IN THIS SUBDIVISION. SOILS HAVE BEEN PLACED/STABILIZED AND THE DESIGN OF THE ABSORPTION SYSTEM 3 s 5 550 1500 40 230 275 306 344 3s3 45s VERIFIED FOR COMPLIANCE NTH THE "SEWAGE DISPOSAL SYSTEM SIZING" SCHEDULE. ����� ��a "H �€ 6 660 1750 47 275 330 367 413 a72 542 SUBMISSION OF THIS INFORMATION IS REQUIRED IN CONJUNCTION WITH NYSDOH � CONDITION OF APPROVAL #5 ON DRAWING S-1, AND MUST OCCUR PRIOR TO 1 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY BY THE TOM OF QUEENSBURY. _ NOTES: CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN $ m P 8 SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. i. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. 4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE 2'-0" 4'-0" 2'-0" 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE WITH 1.6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND SHOWER HEADS. A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WILL ALSO BE REQUIRED. 5. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER THAN 500 FT. i5X MAXIMUM OVERFILL TO ALLOW 01�IOSLOPED��TES W 0 6. FOR MODIFIED FILL SYSTEMS, REQUIRED TRENCH LENGTH IS TO BE BASED FOR SETiELMENT ON IN-PLACE PERCOLATION RATE OF FILL MATERIAL 00 SEWAGE DISPOSAL SYSTEM SIZING / 7 w z z EAR 12" TO 19" FILL g M INFILTRATOR CHAMBER SYSTEM a A EQUALIZER 24 OR EQUIVALENT. co o ABSORBTiON TRENCH TOPSOIL ((8 min.,• SEED AND 11.,E N M MULCH SEPTIC SYSTEM AND ALL 6. (SEE STANDARD ABSORPTION TRENCH) �g�p qST S MEp�q�L MIN. a; cr Cr DISIAUFFI IN STAWNG S15TEMY SPACE FOR FUTURE TRENCH Z FINISHED GRADE 6 MIN. IF REOD. (507r REPLACEMENT) ACCESS PLUG 4 D� OR TO D AIN PROVIDE SOLID CONCRETE c BLOCK SPLASH PAD UNDER • I•+ W W 1FLUSH WITH PMkVEMSENT dIENDS + W � INLET PIPE OF EACH TRENCH a a' ^/ ^/\� \ \ QS yi / PX QPs �. Y y C ', 3 MAx GROUNDWATER ELEVATION MAXIMUM SEASONAL HIGH �Wj Y DRAINAGE SWALE 3 M ..�a wti �r �. t r« " Ln +,"..,.,a c2ar,i v �,°:�- �. H ON UPHILL SIDE l S ? Y } \ I••i p p TOP OASTIMIG OF SLOPED SITES 14'» n '('Yca; / t" t..O filT�l l,:' t ,'`k' + �Trr 4 j�` .,-.ln ;r"+.,,v \�.. N N PA ,Y su. , / , , , , , � 0 0 - o , , - `` �--- INFILTRATOR ABSORPTION TRENCH SECTION Z b b k r -: \\ . N.T.S. CORPORATION STOP b SERVICE BIOX EXCAVATE EXISTING SOIL //y/ 24 MIN. u `p W /\/ REMOVE LEAVES, ROOTS, PLANTS AND TOPSOIL (6" min.), SEED AND W Q I PRIOP TO FILL PLACEMENT i ORGANIC DEBRIS PLOW SURFACE PRIOIR o CURB STOFP t ? N TO SPREADING FILL MATERIAL MULCH SEPTIC SYSTEM AND ALL DISTURBED AREAS IMMEDIATELY Z m , m WATER LINE LMAXIMUM SEASONAL HIGH AFTER INSTALLING SYSTEM FINISHED GRADE ~ TO HOUSE ALL SERVICES SHALL BE METERED GROUNDWATER ELEVATION IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT STANDARDS CAREFULLY SELECTED FILL MATERIAL, WELL GRADED LOAMY SAND, OR WELL GRADEDLOAMY SAND GRAVELS, CONTAINING A MINIMUM OF 19" MAX _I - 1OX SILTS OR CLAYS, NO ORGANIC DEBRIS, AND NO SOLID OBJECTS _ ____ LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RATE OF 5 TO _I I I I�_� I III ( -I 12" MIN. WATER MAIN � K COPPER TUBING SOLID COFIC BLOCK 15 MINUTES. COMPACT FILL IN 8 WFTS WITH LOW GROUND PRESSURE 3 4 FOR SERVICE LESS 1rAN OR EQUAL TO 900' OR C.I. FOOT PIECE SHALL BE 101 SERVICE OVER 100 AS REQUIRED BYAENGINEER AFTER PLLACEMENTAOF FILL AND BEFORE SYSTEM IS INSTALLED, USE SAME MATERIAL FOR SIDE SLOPES OF FILL - -- --INFILTRATOR CHAMBERS HORZO14TAL FITTINGS SHALLOW ABSORPTION TRENCH / MODIFIED SOIL SYSTEM� BOTM OF TRENCH TO BE '.Ev�r- eorroM of TRENCH WATER SERVICE DETAIL FF-�� BEARING AREA (SQ. FT.) FOR USE ON ALL SYSTEMS IN THIS SUBDIVISION. �:. !� NOT TO SCALE PIPE TEES, PLUGS, 1. BOTH ENDS OF INFILTRATOR CHAMBERS MUST BE w (INCHES) SMALLER sQ' BEND CAPS AND NOTE CAPPED WITHLATERALS END PLATES SECURED TO CHAMBERS SIZE 45' OR HYDRANTS 2. ALL LATERALS TO BE OF EQUAL LENGTH. ^ ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE 3. MAXIMUM TRENCH LENGTH IS 80 FEET.4. 4-4 WITH THE DESIGN & CONSTRUCTION STANDARDS OF THE NYS DEPT. OF HEALTH SHALL BE USED,4. ONLY INFILTRATOR CHAMBERS APPROVED BY THE LQ o 8" 3 5.5 4 TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE WATER DEPARTMENT PRIOR TO COMMENCING ANY INFILTRATOR ABSORPTION TRENCH PROFILE z a SMALD.ER CONSTRUCTION OF WATER UTILITIES. INDI UID AL LOT SEPTIC SYSTEM REQUIREMENTS N.T.S. 0 0 GRADE AT UNPAVED TURF LOT NO. TYPE OF SYSTEM REQ'D. MIN. SEP77C BOT. AREAS RESTIORE TURF SEE NOTES OF TRENCH ELEV New York State Health De a H E"4 N07M PIPE LEAKAGE TESTING & DISINFECTING _ - _ 2 SHALLOW TRENCH / MODIFIED SOIL 92.0 � ag THIS SCHEDULE IS BASED ON 200 PSIG For Approved Date and Signattdre F� W INTERNAL PRESSURE AND A SOIL I�- �)- 3 SHALLOW TRENCH / MODIFIED SOIL 91.0 BEARING CAPACITY OF 2000 PSF WATER MAINS SHALL .5 WATER TESTED W WORKING ACCORDANCE WITH AWWA C600 -93-SECTION 4, AT 1.5 TIMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD -_ �'I 4 SHALLOW TRENCH / MODIFIED SOIL 91.0 refer to First Sheet CONCRETE SHALL CONFORM TO THE OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA C600. 5 SHALLOW TRENCH / MODIFIED SOIL 91.0 REQUIREMENTS OF SECTION 500 OF WATER MAIN SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE NYSDOT STANDARD SPECIFICATIONS, WITH NEW YORK STATE DOH STANDARDS AND AWWA C651-92 PRIOR 6 SHALLOW TRENCH /MODIFIED SOIL 91.0 �I AND SHALL BE CLASS B. TO PRESSURE TESTING, THE TABLET METHOD OF DISINFECTION 7 SHALLOW TRENCH /MODIFIED SOIL 89.5 CONTAINTED IN AWWA-C-651 MUST NOT BE USED. T( 8 SHALLOW TRENCH / MODIFIED SOIL 89.5 CONCRETE 9 SHALLOW TRENCH ;'MODIIFED SOIL 90.0 MACHINE BACKFILL W/ 10 SHALLOW TRENCH / MODIFIED SOIL 90.0 �+ MECHANICAL NATIVE MATERIAL GGiT-ii� \ /' COMPACT 11 SHALLOW TRENCH / MODIFIED SOiL 90.0 JOINT CAP \ \/\ EXCAVATE TRENCH WIDTH IN 1'-0` LIFTS 12 SHALLOW TRENCH / MODIFIED SOIL 90.0 \j /\\//� /\\j/ MINIMUM WIDTH EQUAL g (4 MAX SIZE) TO PIPE PLUS 2.0 FT. TO 95X MODIFIED 13 SHALLOW TRENCH /MODIFIED SOIL 89.0 /\\/ PROCTOR 14 SHALLOW TRENCH / MODIFIED SOIL 89.0 o _ o 15 SHALLOW TRENCH / MODIFIED SOiL 90.5 CONCRETE 5 16 SHALLOW 7RENCH /MODIFIED SOiL 90.5 �o > 17 SHALLOW 7RENCH / MODIFIED SOIL 91.0 18 SHALLOW TRENCH / MODIFIED SOiL 93.0 19 SHALLOW TENCH / MODIFIED SOIL 93.5 SELECT GRANULAR MATERIAL (100% 20 SHALLOW TRENCH /MODIFIED SOIL 93.5 BEARING AREA \\/\�/i %/ //i�i ® PASSING 2') TO 18" ABOVE PIPE ON UNDISTURBED BEARING HAND BA FILL. 8 LIFT. 21 SHALLOW TRENCH MODIFIED SOIL 94.5 Deter Jenne r a 0 AREA BEARING 22 SHALLOW TRENCH / MODIFIED SOIL 94.0 RovbeCp February 6, 2003 AREA CONCRETE PIPE BEDDING 8" DEPTH, 23 SHALLOW TRENCH /MODIFIED SOIL 925 Revised �� 14 20M SAND, GRAVEL OR 24 SHALLOW TRENCH MODIFIED SOIL 93.0 Reviser!August a 2005 BEND DEAD END TEE CRUSHED STONE (TO 1-1/27 25 SHALLOW TRENCH / MODIFIED SOiL 93.0 RevisedNOVWIber 8, 2005 AT CONCRETE WALKS AND CURBS, SAWCUT 26 SHALLOW TRENCH / MODIFIED SOIL 91.5 RWAM&January 5r 2006 EDGES AND REPLACE TO MATCH EXISTING. 27 SHALLOW TRENCH / MODIFIED SOIL 90.5 28 SHALLOW TRENCH / MODIFIED SOIL 90.5 TYPICAL THRUST BLOCK DETAILS PIPE EXCAVATION & BACKFILL DETAIL 29 SHALLOW TRENCH / MODIFIED SOIL 92. 30 SHALLOW TRENCH / MODIFIED SOiL 92.0 NOT TO SCALE NOT TO SCALE 31 SHALLOW TRENCH /MODIFIED SOIL 92.0 Scale A8 NOTED 32 SHALLOW TRENCH / MODIFIED SOiL 93.0 SURVEY DWG. N0. 02080 THE REQUIRED LENGTH OF LEACH FIELD LATERALS SHALL BE BASED UPON THE IN-PLACE PERCOLA77ON RATE OF THE MODIFIED SOIL -- :IJe1� 6r(uno�i uadJU;q AND THE "SEWAGE DISPOSAL SYSTEM SIZING" CHART ON THIS SHEET. Sheet $ of 9 tlSS:tT 9007"N UnF ENGR. DWG. NO. 46170=8 a EXISTING LUZERNE ROAD ti q, ` STORM SEWER — 36" CMP q 97 G ' PHASE 1 r� INFRASTRUCTURE 98 99 CONSTRUCTION / SEDIMENT CONTROL FENCE �' l AROUND PERIMETER OF PHASE 1 STORM EXIS EXISTING �G� ALL DISTURBED GROUND J ' INFRASTRUCTURE NW '.� CONSTRUCTION , .: SEDIMENT CONTROL FENCE / AROUND PERIMETER OF .� n� I ALL DISTURBED GROUND 4+ ra 00 EXISTING C.B. RIM=85.32 � _ INV. OUT=81 .42 SEDIMENT TRAPS n { `✓ gg ��... READ, VOL,= 980 CF/EA 97 EXISTING 99 CB#25 RIM=84.80 .NV. IN=81 .00 INSET 1 INV. OUT=80.70 95 94 \ 95 N07E f �2 f � 100 93 .`C . . V 96 95 co LOT 19 J ADDITIONAL SEDIMENT CONTROL. FENCE ALONG SIDE OF LOT ADJACENT TO WETLAND TO BE: INSTALL CONSTRUCTION ROAD IN PLACE THROUGHT CONSTRUCTIONI ACTIVITIES ON THIS LOT' ENTRANCE PER DETAIL- _ � . • . � . • - • . • . � _ • , ' �Y` n SEDIMENT TRAPS �_ . "9f . . n$ f� READ. VOL; 930 CtF/EA 92 0, RDP�SED-WETLAND- DISTURBA J , ,. .. •AREA SEE W 1 d - - - S W PROVIDE DOUBLE ROW -S-IL-T. . . . . . . . . . . . . . . . 96 '. /. #2 9a F �lj. , - - - FvN SHOWN - , >/ ,^" ` .M"w^+•.. e _ - - - - - - - - •/. , - - may - . . . . . . . . . . - INSET r4 AS FLAGGED . . . . . . . . . . . . . . . W 9 �� •SPRING —003 . 9t � ' - , _ oX BY'NYSbEC, • , - SEDIMENT CONTROL / AROUND PERIMETER OF , oALL DISTURBED GROUND .:, _ . 94 . • _ - . • . • . - - - . WETLAND.•••• • . ... ..•.•..•.'. .'.'.'.'. ,'.°.'.'.'.'.'.'.'.'.'.'. • .. . . . .•...•.•...•.•.•.•. .,.. •. . .•. ..'.'. . . . Zi R'r . . . . . . , . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W z '`� �m °° :. 1py A - _ - - - , . . - .•.'.'.'.'.". .•.•.'.•,'.•.•.•.'.'.'.•.•.•..•. . . . ..... . . . . . ... . . . . .•.'. . . . _ . . . . . . . . . _ .'.•. .'.'•'.'.'. P N �O DW :. . . . . . .'. . . . q #20 � h D QI J �\` rn PROPOSED WETLAND MITIGATION Z"J LOT 13 / o t —DISTURBANCE �\ AREA SEE WETLAND DISTURB Z W MITIGATION PLAN W 1 PHASE 1 LOT 2g k NOTE THAT ALL WETLAND F• INFRASTRUCTURE . • . . . MITIGATI❑N MUST BE COMPLETED w - - '• TO THE SATISFACTION OF NYSDEC CONSTRUCTION ROAD IN THE ACCEPTANCE OF G7 a° a° # ` —SED ° � t LOT 20 ROADS IN THIS SUBDIVISION Z b k,�PEa —$L_?t1t—Cl=JRa PART OF LOT W 5 9 A — — _— — — — —_ J ADDITIONAL SEDIMENT CONTROL r W & • FENCE ALONG REAR OF LOTS . _ ADJACENT TO WETLAND C BE z d� t - = TOPSOIL — __ � " ' IN PLACE THROUGHT CONSTRUCTION . - , . • __ 2 —_— — —_— — _— — ACTIVITIES ON THESE LOTS 1 _ _ _ _ 91 L�� STOCKPILE -- — _ — t ='SEDIMEMT--TBAVS— —_ AREA = ~ 95 AROUND PESEDIMENT RIMETER OF TROL N� N ----- TOPSOIL STOCKPILE AR o a r� 9' LEGEND J ( 4 ` 9s — _ _ —___= it 1— \ L 0 T 21 EXISTING GRADE CONTOUR F: — _ _ — _ = SEDIMENT TRAPS ,` � , ` PHASE 1 �"�-- FINISH GRADE CONTOUR ' ___ _ READ, VOLT= 1,050 CF/EA �y _ - r~ PHASE 2 INFRASTRUCTURE �•��•� NEW DRY °' ;.:;:::>i>�'•:>:;�::�<>:• .. WELLS W EQUALIZA � F+1� .: : ;i;5 :; Sir::� : ::.'•4`:�> :: .. .. � J70N PIPE LOT CONSTRUCTION CONSTRUCTION W 0 E+ J '•,..- �. , iiiii `iiii:iiiciitii::. ..... ......... _�= NEW 6 P R ....... ....... - ��. ... .. 9�": ._,. y . ,... •. ;: I ii � 2ii �>i�i� �i�5i� N E F. HOPE & 11VFlL7RA �TION/UNDERORAIN TRENCH y 1cr 3i ` Si>ii SEDIMENT !�1 :.•:# %:»ci <'S >i . . ENT CONTROL FENCE �. ._ w 1 ,. �„`� -• ,.,.,. - �,-�,...,:,.�.,,---,:',: , . I . AROUND PERIMETER OF SILTATION CONTROL FENCE ® p O ALL DISTURBED GROUND �► ,.,. ,:,,� . ..:. ;. •:,:. � . ....^+.-.:., • . ' <..•..,. ,.._r .,. ..., . .:. .. ,.,.. ,' •.., �', , -- `' ; :, STABIUZE ENTIRE DRIVEWAY TH i • •> >55::>:;'::;:>;: :>:•»>::'a;•>>:<•>.<;. GRASS OUTL T �! I 2 _,.., ., , .. ,. h ® E SEDIMENT TRAP �{ a • ty GRAVEL SURFACE AND USE F ALL : . . •r ,_'..r- , " ': . CONSTRUCTION ACCESS TO SI "' i SEDIMENT TRAPS , E PHA .:.. .:;.>:.>: ;:.. ;.;»:.;:;;::.: .::.: r Z SE 1 .� .,.. . .�-... - � , ; , °,: REQD, VOL,= 1,190 CF/ A STABILIZE ENTIRE DRIVEWAY WITH ' • ma's• �.. . --�'�`" •_ .:..�::.:•�;: :::.:;r> :;:5::;::;>:;:.:;:T+o :;:;:::; GRAVEL SURFACE AND USE FOR ALIL W INFRASTRUCTURE , •�. • a �� CONSTRUC110N :: :;:••:>:::: :: ::;:>;:�> :` >.:i:. ACCESS TO SITE. CONSTRUCTION �•-�+ SEDIMENT CONTROL FENCE •'•,;`••` " `"` ,., , . � , ,� '��'''�'>t ' .•.•>:�:: 46`, 4,1 A AROUND PERIMETER OF ALL DISTURBED GROUND N 0) PHASE 2 , o LOT CONSTRUCTION - - �---� t7RM ; i a'`%i `:, "' :` ,. SEDIMENT TRAPS .. ;. MH #1 V :......:..:..: ,.: ' REQD, VOL.= 1,240 CF/EA td � . � z .... .:....... -I j v : >;: ::`: :"i ' c`.'i `:<::=' :; i SEDIMENT CONTROL FENCE :•:::.:....::.:...:::a;: ::::•>:•: AROUND PERIMETER OF :•::: :. :::::•.: ::::::. 91 Q .......:...:::::: .�::: ALL DISTURBED GROUND - •a.a�.m E 164 96 O i•?}iii};;:w:•: ¢f \ ' :::�:< : •: :.�. � •� ,� N � '�,� , , C>atw FObftl9rY n, ZDDB 90 1 f`i�i�is �,:, Revfeec# NOTES: LANDS OF N/A PART OF LOT 1 =.,` 1. SHALLOW GROUNDWATER AND SANDY, SILTY SOILS MAY BE ENCOUNTERED DURING Gq RA LO r 4 : \ s �� VV / , THE CONSTRUCTION OF THE ROADS AND DRAINAGE SYSTEM. ALL EXCAVATIONS SHALL MOHq WK i c"+ w � BE KEPT DEWATERED AND A FIRM, EVEN BEDDING PROVIDED PRIOR TO INSTALLING 92 DRAINAGE STRUCTURES, PIPE OR ROAD BASE COURSE. c" 2. ALL WASTE FROM DEWATERING OPERATIONS SHALL BE PROPERLY DISPOSED OF PO wER �G•S• 1��~ >3cele T�50' SO AS NOT TO CAUSE ANY EROSION OR SEDIMENTA11ON IN AREAS TO REMAIN CORPO C/� '93' ,"• `�' UNDISTURBED. J DEWATERINGAREAS WASTE SHALL BE DISPOSED OF IN THE WETLANDS I" Rq T ON o 93 96-.� SURVEY DWG. NO. 02080 OR 100 FOOT ADJACENT AREAS. S ® 9 (� S 94 ,� p� �1 v 95 96 96 96 Sh"t 7 of .7 ENGR. DWG. NO. 46170-9