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""AAA �1� � �, � �,��%, �M--r-, ,-.- k-7 a L, ?1�1...11 1A, / i I 'J"I , � � ,� ,-_ r� (:t; I � � "M _� - ,I�4�,,�,� ` I .�'�, A �, A -.11 � - -1 p4I� 1."�Mg,L,' ,F -, %, / 'V ,\' I— - "I ?�.,.�,g�,,A,1,1, LO � I-Al I T,r`;�U;,�A, I �M � g, ,��.n,�f�,,'Al�_ I . z 1, - - "k �.�� ,,`1 �� I-" 0.54 acres 4Z n'Aq �`,� . � ""'I'l-,� III "IE, It" '11�1 ,, ,,7��i�l ,��,��j 1 - I I _zMi�",F,�,,��7 -r " �Sp,;"V".��,,,��Z� "MI,'44NM,110f�, M­M , �P,_;A " ,,'g," ,A, " .�,,-!� ,�)�,,&,�g 01z� 1*,A,NJ.�;_1,W5 'V'�1'11 1�911'i,W �Np, I � , 0) _� ,,� ,F 11y", ru 1, , Co / - -1 I. ,� ___ -, I 11"I,A ,I 1 ,4 1. , . ." _�, . .. .....�,,,�...... `IA 11 �,'�,��,1'3,I�,�t L'� ��, \555 I?15�,QM�1' -- - �L"I� �'_-g � ��',?, ,,�O,y I t,��,,�&�WO, ­ .... . gngw, ',,,� z , , �/ �_� � -"­­ ,'_­07, �� �gg , ,> , ��,�g A g I ., �,gT,;I,t A�.g%At� ­- 11 I ,, 1 ,4,� ,� ��,��11111 9 .,�5"',�w I Y��,',1;11��s,,�,A�,., I 7�7��t���,li,��,-�-�,��.�,t,,",,i)'.�',,%A� I AAA4���vp�,-* -'� ­,,%,�A ­ -"V�13'��"_, I I � 1 , ­­­11­11­�� . �, ,- , ,P .. 1�`A%I,W��5 V",A;,"�-11- �- �,­p - � *'g-- ,,"�ji",?",�g�;,�Vg,- ", A ,�L I �- ,I,, ��-?i��g,�a;AR � , ��,Y�,�,!;�,,� At,,,� I, - ,,�i;,�,!��,:Z ," - � � I � ,,-�,,q;,,1411�,`,N� .R �, '�.,,�;!�A�� I]V�A,��Z,,�s,;, — — ��-',� ,W . ,,INM7� ,,, 6A';F!­,,,,� _�1_1_111 I ,,,A , //" � ��ffi �,,� A , , '��',�, ., "Arg k-4, ­­_....... 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N A `�<� . "`�A`Irf�' `I,�`,','.I"t,(,.Ia,�j1'1I-'-A`AI,&,`:`1 ,,­ I 11 \ I -� , �X­ � XI t � 0� x I , " A ", LOT 6 1, _1111� . ,�, I�A",�Y Mk A � 0 0 0 I�� ,�,.­, n �\ A, , 1�11 z _Ie,1`11��;�', I ,�� "' ,�- '. -SS r �550 C a a Z I- 1, R,`,,V,��I,, V� 0 0 0 <a� I A!�:IIIN,,,'.; 1 \ ­­­ _1111111.-�RN?,',,�- ,�,:A�,;C'�,@EAI - - 0 I, 'L A 11,1f 'e,��,�7g,g ,p., = = 'r,�, 4 *�g��, g,�,A.,, 0 0 rA 0 \ 1��, - '�j .� ,�,"<,TI"�,;.�'j,.-,,> :5 � < 1� , -5,-,�:t.� ", " . � , z , ,�,7 " \\ - , I", , .1 - �, ��� " , a a 0 U .<p _� �_� "_� 1, ��,s �,"�� �,,g - ,;- ;;;; _. 10 ') , I ..­-� P, F" I V � 34,207 sq.ft. � I � \_-, - \ � 0.79 acres I", )��,`, �n, /'�,-,N�E4��z"?�.d,�,,Iy,1'�, � 11 . I, -� 1`_1 � �,�,, - _,� _�,�gg,g�� �m,.,?P� -'r, �,6�-,,.-%,� \ I A, , . '��%V,11� 1- AI"e�j,��j �',�'_,A'10�,�_, '111 _11_� - ­ . .- -1 545 U 93 1 ", 1� , // ,I Al"L 11 � �11,111"'111'1�111`�, �IM'l L=39. 78 \ I ,�Z,�'ej�,,Iz,,,?Pz��,, _;,�,';6�%�.�6 04 1 � ti, \ I __ �� �_� 1, 0,A4�-.R�,"'IMPAI"1, �� I 11MIWA,�­ ?.,�­"11111:: A , 11-111 11 I ". U M - — I __­­ , ,"' ' ' , %<,�, __::: 11 632 A�pp­ �_22m­ W 0 � \ \ " , � \,, """' N 93.88' . 13, . 4) .� 0 , - w' .�� I 1 4i ;" � . -1 , I A " S06051 '30"W --, . ; cd a) W .,?� � I N \ I W ,r .M N \, \� , " 57. 73' I" — A, � a) -a V : , — I , "� " i N N \ ,I \, , " � ",� �, "I . � 1% C) , .5 a ..d 0 , \ / 530 540 0 0 0 0 1. A ! <N 1, ". �\ '%� / 1 500 .1 510 515 520 525 �. M x ho= Q: I \\ " \ 1 535 -1P Ip / ,,,�, 505 4 V. 0 -. gg -C \ \ I \\ � < "", �1�,� a W a M a (5) -1 \� ;4 ,5; .1 � -5. 1 LOT 13 1 � . - ,P �- N I LOT 5 4) 0 0) 6 15`1 , � 0 = 11 11 11 11 ii 11 11 11 11 C \', -1 x = \ 11''11111,1111 . QZI 0 25,395 sq.ft. � 15 0 1,138,921 sq.ft. I 11''11111,1111 Va . �� ,Al� .M M CZ M M 0 \ ,5' _> I - 0.58 acres ::4 !2 z 1�2 9 �2 26.15 acres .0 01 0 , \\'I- � ;� � �O RAWSON PLANNING BOARD APPROVAL W �_­ - - (� HIGHWAY DEPARTMENT APPROVAL ;__ -, � .__ .80 - I I -- 4 r�' __ __ I'm , .��, _.- ,�-_,-1 __'A. ",5 '. __ _ ­.- Approved Under Authority of _� �� !)11 �__­ 1-1 - 1r,., POND __� \ / __­ 11- ­ a Resolutf6h--Adopted ----------- A� / ,�­ I- ,,, I __� _� __� _� _j These plans approved by: /.by",-the Planning Board of the _� \\ �zl �_ .11 " __`. \\ co / Town ogp', , ury, New York. I / , ,o I I $ 0 �! � u�eensb 0) C11 ��c C, " Is,11 _;� 0 1 ;1 1___� 4K����__; 41_,Le_e �- W-M�zhwiwT . , ;F.;0 I- Q I 0, .,;� 0) "No I /Richard A. Mis'sitd 1 /" ,,O,zooaa­�- Chairman I � `(_ . 0), I I 5?,,,\� -t ,, - .4� - --------- � 4 i \\ 0 1 1 Highway Superintendent ,� d I \N -.1 -,---- �Aq C) A , I e (5) � � I -AB � - D Signed _Z�_1_1-__?_��__ U g, I LNIT5 , �,�\� " .,%�- S72049'08"W ,___LOT4 rl� � _�' � I Ly, I 'I,- I,.4 Z K, I) , . ID, 16,27 20,531 sqJ ��_,_�� . I ­­_� 0 _____ �) i / .9�� 0 .47 acres " (D ") I :_ I ,,e� A lb - - C � , Il­� T4>0 WATER DEPARTMENT APPROVAL N.Y.S. DEPT. OF HEALTH APPROVAL 0...4 0 � , , SA I _:�x 11 � , , � C_ � , ,--' , A % U) &_ I, 4 1_� I 0-4 2 1 A , I - � I co, � j� - I I , " I, 1�`. \ � -" THESE PLANS ARE APPROVED FOR > - z: , I UNIT5 �, I -A 11. �. 'C'C', � .1 . I � . I I I CONSTRUCTION OF THE WATER D!STRIBUTION I..4 I.- r� � . . I U, �1 I _� " qYSTF�I - A C,DRY MUST BF ON SITE DUP ',C, NEW YORK STATE DEPARTMENT OF HEALTH W = 0) I I . - I �I� , -, , , - , ,_ `,,` < I I I � CID T� � � I " ­­ "I I - ' ' �_� �, \ � I" , , " ' 0 I . �D �\ , .1 -1 I - C O;\!,S� ,-�T;ON WORK C 1�* � i \ � � , 3;. 0� \ ,., .1 -, "I ___� . I � - 11 " -3 OR DEVIATIONS MUST E,- ... I., � I 1 5 1, I" %, \,�% �9 . I �", 1 . '.1 ANY C "," ,- � Bureau of Water Supply Protection 0 1� x I I . I � 1, , , , I 11��- -- YT EVV R DEPARTMENT, W = Q ; 0 _� , ., 1, � , I LOT 1 0 0 1 11\� Troy, New York _� I� I I �­.__,_,1 \\ � I , , � " 24,430 sq.ft. I 52� Pq �Z) 1`3 I .. -_�,-, I UNIT5 '%\ ,, \� ,� ,� 1,'\ 0.56 acres , I 0 1 - 1:4 � ! 10 I - � , \ I \ jAA1 ()O I V) 13 Z I, i . . % , \. \, t&� �-: 0) \ \ I I I _,____�, \_�� A6 I OZ7, --c I 1/0/&�y Date: C i �,� ",>__ I . I N\ . 01 � I � -1 " _� TO , ;i —,I —1 Loq— K () W I'> - ,, 0 _� -, 5'1 - - - a - \ 01V , 0 This is to oarfity that the proposed arrangernerdfor watersuppty and wastewater treshnantilorthis realty 1-mm a r% I I - � , .11 � , Y \ ____� \ " JP. % I _____- subdivision in accordarne Mh plans an file in the 0 of the State Depattlitnent of Health is hereby z I* L_�, I 11 i-, 1� ___� Al 0 � 0) %is _� ,Z�, % - FW -6 , / 2 . 1� III ABO, �, up on w I (O approved. Consent is hereby given to the fit Zrrnt hich this endorsement appears in the _4 1 , I',, ,I . 0 � 1. "" C �,_.��- \_,�_ I j I 0) r.� (D Office of theAlnty Clerk in accordance with I sions of Section 11 17 of the Public Health Law and P4 K3 > I 1� ­:� - _� 0 - 0 � r I , �_: ­��C;� � V�A 0, '7 LNIT5 , - - _� .0 0\ 11 LO , CRI Section 17 15 of the Env' t Ic e E"4 i2 �� -,: I 11 11 I , � , � \ % . Co 10 \ TV\ �v`ation Law = � . ­' ...I - � " 00 / � � I 1, -� ,�­.,,r I I-,-,��A!,',�,�, A �9 '. � W �% - % I "I �I I I �Z­'�, . A\ - � �_ \ A, r(\ I, 10 I A V) g 0 "I � ., � - , I _ 1� I ,- t ­� I � ­4 43 1) : V � - I , ��11 , 4�� 11 I-,,� 0\0� \ -- ,��, P.E. E '' ., 11 - - I � 1.1­1 " � \ds 1 ". - - !A 5 �, . ­ �� 1 ; A i , I �,. co - , - C: �, N= , , k � --- :I � \ I i " sq, , -- - 43 1 1 I. , 20,341'. Iff.� - -- I � , , ­ / �_� SEPTIC SYSTEN 3 FOR THE MULTI-FAMILY�A, ? _ ,!�,� . , I I/ -4 1 _____� __ , % � j LOT 3 - __� � I / U) �) � In i;4 ��,\\ DENSITY CALCULATION - I �, \ '1� 11 , I 11 ­ I - � I_ ,� HOUSING ON L ,T #13 IS UNDER THE I ., X �,�',1,-A\ la V_ Ai - -�� . 04 1 TOTAL AREA = 1,504,355 SF = 34.555 ACRES �," 11 W ) a 4-;;4 -1-I I'— 11 I \ \1 - ,I . ,A , � \1 1.33 \\ \\ 0.47 acre -- ­ �z U � �� I __ I " I _ . �,�- � "?\,, U "� , . , -0 3�- Ln ,� 0) 1>0 I I I- - , " REVIEW AND A PROVAL JURISDIQTICN - � ' \\ A " I __ ,�,,I I 1, . . �'__ ,� � \'11 " ", LOT r,,� 0) �0 --r-001V CD RR-3A ZONE 5.50 ACRES -" ' _ " � � � , . 1 2 ____� , � , � OF THE TOWN )F QUEENSBURY I�AND I - _ � , , 1 1 \ \� T!4 11 �_ .. . (0 - "� .. _ I , , 0 1,3 NYSDEC. "I", _. � �, , I \ 26,203 sq.ft. to -W 0� I LE55 IA4 ACRES OVER 15% = ,� '�_ I - � , N04 16, ' � TH HAS , _ ,I � - I ­ " 1, 1� ' \ 0 1.56 ACRES = 0.45 UNITS ", _ - "" I_ ­�,_ " I \ �, ,% I ,� I i, ,,'', NEITHER REVIE i ED NOR APPROVEC \ , � -, I ,.A' 11 0�01 11 I% I \ A. - SR-IA Z ____� -----_, SYSTEMS. I THESE I , - 11 ,% \ b \ 0.60 acres 0 ':�I C, LOT I ______, ,'�,'�A___ ' .� \ � ' ' ,, a ___"""\ ( NYS DEPT. OF HEA T TH *%4 " . I ' - T. OF HEAL , "%,, ,,r , __�� 0 - 168.48 ____ JLJ I � __ � __ I �11 _-1 -- ,�_ -/_)I LESS 5.42 ACRES OVER 15% '"*% I , � 23,973 sq ft , A __� ___ - I �,, '�� ­ I 1, � , -,,- - _� ,,, , v,->. LESS 0.141 ACRE NA'MR EASEMENT - I - 2 ONE 31.25 ACRES - , ;1"I" 11,111% � I �� , � �, - � \____:�, _� 04- - 2 � 0.55 acre*s A CONDITIONS OF APPROVAL "11 - . - -------- �, ,,,, S � M r- A� 1�� LESS 0.62 ACRE POND (ELEV 462) _____� "I �- . _- __ ... .....-_ 1, _� . Q) V1 11 \ . I `�Q � � ,11 _ - 1-1 _ I­_ 1 187.12, r" <:, I ro (D I -A 0 1, - % __ , _� (z) - I �0 cz ID co LF-55 1.45 ACRES NEVq ROAD ROY4 1. THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR ,� . 0� I I � ,r _ �___ -- - ­ ­ '28", A� � � ACRES = 24,q*7 UNITS FORMITY WITH THESE PLANS, -, _ _ -".." � -- _� I� � "04,19 (O (� 0 1. . - �-1.111- . I - ­ tv" 24A7 I, - I I I "�;_ _ ., _ (" C,j � 11 I i-. .-. _ ­­ ---�.-- - �", 'r , �, - 1, - -1, / - _ � 11 11 0 - , ".1 � %-- - 1. I . . .I TOTAL DENSITY = 25A UNITS 2. NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION ��­­_� �, � , __- ___--1. , � �,* - _�] - i �"�� - � , � / _ b � "IIIIII) I Ave-257- I I . I "I- �""I ,. - 11 __ I LOT 12 -4 Cz I I\I, _ , - - - - - LOCATION MAP: VC I I I.- -,I _,_ 1�,.A �I � - ­ 1- �� � \ PROP05ED VEVELOFMENT BEING SUBMITTED, TO AND APPROVED BY, THE NEW YORK STATE DEPTA OF HEALTH. ., 1. -, % - 1 27,046 sq.ft. I I ­ -1 - .-.. ­ �� I .1 � -,".. � - - - � 1 43,698 sq.ft. ". - (O � 0,62 acres - FAMILY LOTS Da ac Aly 15, 2DO3 I ,�T__ , -� -�- ­_ �%. I � � 10 -<z:: � - --, 1.00 acres 12 5IN6LE 3. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWAGE t -.-.— I . I, 3 9 ­-- ­� - I- -- /�, ,Z� I � 13 MULTI FAMILY UNITS TREATMENT FACILITIES WERE INSTALLED WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS WITH AN —RevW" I .1 ___� �04//Vj' IN 0 -­­­ , - -� -1, .0) I % __­__I I - N14-41 ',30"E __� ACCURATE, AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES. - �I '// I I ___ __ ', - - .1�_� I C') C) 1 274. 48, 5 NYSDOH 10/8/04 � ­_ - "I � � 4. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WERE NO WATER SUPPLY COMMENTS I , --1, __ .l _, I I 0) ,�? __� I . �_� I � -11% - ­11 ,��__ I �_j co � __� 19.60' ATMENT FACILITIES INSTALLED, WITH A REPRODUCTION OF THE APPROVED PLANS ANAL APPROVAL _/ I " .1 -1 ,­ � �D 0� 4 6-3-04 1 . I % 11 I * U Ov AND SHALL NOTIFY T E NECESSITY OF INSTALLING SUCH FACILITIES IN — CONDITIONS - -1 CI) -('V /I ENGINEERING %A . I �� Q) T:) -4 Q� ACCORDANCE WITH THE APPROVED PLANS, COMMENTS 10-27-03 * \ e � __� 3 C \ � .V __'A SURROUNDING A, : \­- 10&_-;; ­` �� 2 9-22-03 %V11% � ^*\ 1-1;1, , __� '111, - 4-1 5. THE SANITARY FACILITIES ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH — OWNERS I �, , ,. � LIT 11111SIINJ -12-03 . M \ - __­_1 � Io. ,?6 41) I— , � 1. 1 AND AREA 9 1. 11 , ---_, 7 . S23044' 40"W � I I , � 11 1 -I I..I I . � - THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK LICENSED 1 x _,___� � ,>.41 11, 88, �� 1\ I ��", ---�....... _ _ . - C�)v ZONING INFORMATION: PROFESSIONAL (RE., R.A., OR EXEMPT L.S.) AND WRITTEN CERTIFICATION TO THAT EFFECT - I I A N ­� ,,, / _CV 40 ____1 t� _ _ -, - - / 0) 0 SR - 1A TO THE NYS DEPT, OF HEALTH AND THE LOCAL BUILDING CODE A / k (�� - co 0) D It N . 0 ­ . I . W-4 .: A.... I I ____L_L�� N MINIMUM LOT WIDTH = 150' SCALE- I = - . -�Ct; �� (� SUBURBAN RESIDENTIAL - 1 ACRE ENFORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY, 50 wt",., 11 � __� NA . 4 -�� 1, I -__j ,.�..,�I A I, I � __� - FRONT SETBACK = 30' 6. INDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED d h" I �, I I / ; SIDE SETBACK = 30' TOTAL, 10' MIN. EN PUBLIC FACILITIES BECOME AVAILABLE, �� � , 1:1 JOB# � I I � '. '.( t I LOT 1 1�11 ..- . '. 4 1 I . =25 010-� REAR SETBACK = 20' 1 PUBLIC SEWAGE SYSTEM IS REQUIRED WITHIN ONE YEAR OF THE , 1. . .� � 0 1 . ,,?f 5 i� � T ,\X MAP NO. 87- 1 - 21 1 33,280 sq.ft. N: ARTERIAL ROAD REQUIRES DOUBLE LOT WIDTH OF 300 SYSTEM(S) BECOMING AVAILABLE, DWa# S. 1 r,� ,�� * I . I . - S:P,?. --� 0.76 acres � � A* ?1 _4�._,__ *. , Q) N 0\ � _­.;:�­*' �-­- . OR SHARED DRIVEWAY 1_.. I 1 44, �v--zz��_� -4 - . k�,�,; 100 401,k1 _AA_ � � .36 11 I - A k�J UNDER THE SUPERVISION OF A LICENSED EXPIRE ON JItLI :1. - ,;�__ , � '9,.:, . _____� I _�� T PLAN APPROVAL/ I� LIMITZ�D TO 3 YEARS FROM DATE OF APPROVAL, AND SHALL SHEET 1 OF 6 'y . N11 — -, I THIS SUBDIVISION WAS PREPARED I AND MINIMUM FRONT SETBACK OF 75' A . ) �,_..-_y � I PRC :)ERTY IS LOCATED WITHIN �-_L__._�-- N, ., O.�� _�ft . _,_�_-_ - I . � ____-A _T�7IME EXTENSIONS FOR PLAN APPROVAL MAY BE: � 1 � I � � �_` THE QUEENSBURY UNION FREE �_� I �.� �_� ... -Ir % 11 t- I � ,7 �16"W I 11 . % 1h �__ _�\% _� (88. 6, ­­ : /� "' �' '��`" ' ' `_� A IT A, , � A A, Irr � � % , A FIELD SURVEY. I OWNERAPPLICANT I- REALTY SUBDIVISIONS REGULATIONS IN EFFECT AT THAT TIME, A NEW PLAN SUBMISSION MAY .�..�_, — __­ % �,�-_,­ - I I . A ',,',� ,,, I �� ,-_., I " . . � -1 1\ j I ­', - -,I �1- .,;,gll-- SCHOOL DISTRICT — 11 I�I � --- lk�D BE REQUIRED TO OBTAIN A TIME EXTENSION, � - - �,, c-,, A 1i ) .-­.� I � N , � THIS PLAN IS CONSISTENT WITH THE ZONING WESTERN RESERVE, LLC ��\�;,-,- -- I- I _."A I�111 F-1, ,� � , __�,_ �,, _ � � ,� ! . -I-,�iIt� 41' "_ ., ______� - I A , ,_. % % �� I cnd ,A;fA 8. THE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK . . ,� I i %,�r, k- ,I ._1 11 ,� � V '% ,""', - `At�;- SALE AND WITHIN 90 DAYS OF TH OVAL. � . 11 ,-,,,�\ % -_ � " ,� 3. . PRIOR TO OFFERING LOTS FOR A.,A"'"" `�, I � % ___� ?� -k I '. \, 0) N\ ORDINANCE OF THE TOWN OF QUEENSBURY. THE QUEENSBURY CENTRAL 395 BIG BAY ROAD . ---__ - ____� . A) (D D IRON ROD MARKERS TO BE SET AT QUEENSBURY, NY 12804 . ____ �,�.c � � EACH LOT CORNER OR CHANGE OF DIRECTION. I'll E PROTECTION DISTRICT PHONE (518) 792-9142 � L;6w VA ___ - 9. ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH, - I 1 -7 cl FALLS WAR _.- w NE Site Notes 1. EVIDENCE OF EXISTING UTILITIES IS INDICATED FOR THE I CONVENIENCE OF THE CONTRACTOR. IT 15 THE SOLE RE5PON50LIYT OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF ALL UTILITIES WITH THE UTILITY OWNERS. 2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT FROM DAMAGE DURING EXCAVATION. GRADING AND CONSTRUCTION. ALL 4eq 4-! / \ \ 3. THE 1 CONTRACTOR SHALL DISP05E OF ALL DEBRIS AND EXCE55 MATERIAL OFF OF THE PROJECT 51TE IN A LEGAL MANNER. 4. THE CONTRACTOR SHALL STAKE LTION AND E GRADES OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY 483 LINE MARKER BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RE50LUTION \" �, ' Erosion and Sediment \ / ' , , \,,. ,i ' _ �� Control Notes :. •► 11 �' \ a 1 1. DURING EARTHWORK PHASES. SEDIMENT TRAPS 01AY B � _- INSTALLED IN DRAINAGE SWALES AND ?5�... AT THE TOE OF GRADEDN SLOPES A$ INDICATED ON THE PLAN. - o ' ' AFTER EVERY STORM THE SEDIMENT TRAPS / r 2 \ SHALL BE INSPECTED FOR FAILURES OR DISPLACEMENT, AND ANY FAILURES SHALL BE CORRECTED WITHIN 24 HOURS. 3. ALL BARE EARTH AREAS SMALL BE SEEDED AND MULCHED V } \ NEW HYDRANT ASSEMBLY � � -. -' � �: � . �,,i � / ,^� �' ) ' / __ � � � -- ---. �, � WITHIN 48 HOURS OF SPREADING TOPSOIL TO PREVENT EROSION. '4� \ A \ 4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FILL FOR SEPTIC SY MS 0ppdd FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY / LOTS #7 & 8 HAS BEEN PLACE) _' A" -� _ � � ��, - � \ - _-` FOR URBAN EROSIOTHE EMPIRE STATE CHAPTER OF •� GAP + I _ ° V ^" AND TESTED. SYSTEM5 M T E3E WATER CONSERVATION SOCIETY. THRUST BLOCK \,. / tt� �\ THE 501E AND STRUCTED IN LOCATIO ;SHO ' kao� l \\ 5. NO SLOPE SHALL EXCEED 3 f- - � - ee O 1 foot VERTICAL HORIZONTAL G. SEE THE STORMWATER POLLUTION PREVENTION PLAN SHEE• T SP-3 / v ' , Septic t ept Systems On Lots #7 & 8 o i } 494, \ -4 - - _o J - \ 1. FILL FOR THE THE SEPTIC SYSTEMS ON LOTS #7 + #8 HAS BEEN o \., \ PLACED AND TESTED. THE SEPTIC SYSTEMS ON THESE LOTS - - \ MUST BE CONSTRUCTED IN THE EXACT T LOCATION SHOWN. ' Gra45115 -4so- cB JG 10 00 ;, R \ `: OX BEA #9 , iNY478.5_.. - �_. - � __- �` - .. -- __ ' / r t iNV III 478.4 �:L9,1. ka5 - - �1 G INv our ;478.3 .. .. NYS PE < - - - - - n ' ` �2' - .- .. -ale "/ / House Foundations 1���atiul,Iuf,, 4z 7 .3 noP �057. % . 1. ALL HOUSE FOUNDATIONS SMALLS BE PLACED ON ORIGINAL. at 22AZ % _ UNDISTURBED GROUND 483 , , TP# , i 4 ® New York State Health Department INv !INa6q.o f - \ ( For pp andSignature Approved Date / Sheet `�� r ' \ eel DRAINAGE eas �' refer to Firs * �.`RAINA EMENT �\ i : t , 478 ,, ` plans approved r \ i VERr ,D These LEGEND % �, A \ roved by: '47 47G---�--'�'� ,.v � 479.5 ,, A n' � � � � °° 32 LF� ��� SOIL TEST PIT LOCATION 47 473 i 12" HDPE , - ro w ro ro i , ,2 at 6.257., /' � ,� \ � GC,c ...-.__. EXITING a 2 cv a (ll•,C.I l 1u A 5511a c� z GRADE CONTOUR �':, �"�- FINISH GRADE CONTOUR z r~ z vi r 4 �,._ Nv w 477.4 Hghway Supennter�dent W T s T ce 4 INv OUT 477.3 TP3 - .` NEW DRYWELLS W/ EQUALIZATION PIPE Q a a a / J / / ' -INV our'a7z1 ® �tiry� \ \ n90 NEW 8" PERF- HDPE & INFILTRATION TRENCH S o c'Y a' _a ta4Sz' rDP ' - / \ \ / (- - - c>PROPOSED INDIVIDUAL S / SEWAGE DISPOSAL SYSTEM INCLUDING Q - - ACEM- _ aso \ _ - 509 REPL ENT FIELD °° v 20 ' t1,RRAINAGE EASEMENT '-� � \ _ , \ I GULVE T Mn \ O`\ °° \ ._ " NEW FIRE HYDRANT VA o o o d5 0 NV IN 4 I I I',' \ \ \ 'Ova D4 / L VE ASSEMBLY o O ` NA Me e -r NEW CLDIP WATER MAIN w - I --A- NEW 6" WATER MAIN VALVE °�' x 0 x a x 2Q ' RAI E ELEVATION 462.0 o , .N 01 Id � CLASS 52 CLDIP MEETING AWWA SPEC. C150 & C151. ^d � z /1 - � PUSH ON JOINTS COMPLYING W/ AWWA C111 FITTINGS TO BE Md COMPL YING W AWWA C110 \ / ; \ 5TONE swA I i J� ',,r / '/. '' �� i v `� / A / / I J ` \ ` - INSTALLATION TO BE /N COMPLYANCE W/ AWWA C600 \ \ ° In i II \ LU �I, , , F-) . -- !, GULVERr"'END \ ' \ �i i, LL c (L .Z NV IN 467.0 478 1 TEST PIT INFORMA TION -'- w�o o / ¢LU ¢ U #1 0-9" TOPSOIL #7 (EXIST SOIL PRIOR TO SITE MODIFICATION) r \/ ' \ P#8 ✓ n -_o o w 3 ~ / / 9-25 GRAVELLY, LOAMY SAND 0-25 FINE SANDS � � _ - �- � --.. \ '/;\' 25-81" SAND & GRAVEL 25-42" SAND & GRAVELLei / I® ® ♦ \\ m t-t \ o \_ MOTTLING AT 45" I - s 42-82" MEDIUM & COARSE SANDS NO GROUNDWATER TO 15 FEET - 10 22 04 NN PERC. RATE 0 / / ./ � PERC. RATE = 0 M/N- 36 SEC M N- 22 SEC i / \. X6. �s O\ A I ® U cc 8 0-6" TOPSOIL / y� ,tF \ \ e� / / °° #2 0-6" TOPSOIL # ''/ \ o aQ I Al 7 a s�- i \ \c �•- s c . N 4 % ` a SSA 10 W 1��1 6-28" FINE SAND 6-1T MEDIUM SANDS \ \ / r U 28-54" 17-82" COARSE SAND AND GRAVEL n�° \9� dA \ e< a� MOTTLING AT 43 DI2M & COARSE SAND MOTTLING AT 24" \\\ Fr d �O ® °� �� FZ _® I ` �T•� T� " ,' e NO GROUNDWATER TO 15+ FEET - 70120104 NO GROUNDWATER TO 12+ FEET - 10122104 / - vl lu PERC. RATE = 0 MIN- 33 SEC PERC. RATE = 0 MIN- 34 SEC l0 #3 0-14" TOPSOIL 49 0-13" DISTURBED FILL MATERIAL / _47e / 2� �� �� \ v v \ -0 14-42" LOAMY FINE SAND 13-25" LOAMY SAND �25 - 42-75" MEDIUM SANDS 25-76" MEDIUM SANDS - f / / \ \ \ PoM�475.g1 Q ' / ' / \I � \ RIM 47472.77 ® 476 �P, 476� I,. IN7 472.q / V INV MOTTLING AT 61' MOTTLING AT 50" ` I \ e PERC. RATE = 0 MEN- 28 SEC out \ a INV 472.7 ! V ,/ i/ C NO GROUNDWATER TO 15+ FEET - 10120104 / 62 PERC. RATE = 0 MIN- 41 SEC \ / A / 1 i 4so : - Wa #10 0-11" FILL MFTER/AL .- - � ` . #4 0-32`° SAND GRAVEL FILL MATERIAL 11-37" COARSE SANDS - \ ' � \ 32-81" MEDIUM SANDS ' - A / - a 37-50' SAND & GRAVEL ..-.... v \ / '•, � - _ _ _._ ,� 480-_ � �-' \ '�i+►� �../ -' l old wafer line (§042" ( ) 50-72" COARSE SANDS PERC. RATE = 1 MIN- 03 SEC MOTTLING AT 48" #5 0-6" TOPSOIL PERC. RATE = 0 MIN- 33 SEC v ✓ \ / �/ 480 %' 6-24" LOAMY SAND \ 0 24-67" MEDIUM SANDS #11 0-9` TOPSOIL 9-24" LOAMY FINE SAND 477- \\ \ r 0 ' / ! 67-97" SAND @ GRAVEL \ \ a 0. ......... - 24-78" MEDIUM SANDS `, \ Q�o `pv ti m" woo MOTTLING AT 67' MOTTLING AT 50" PERC RATE = 0 MIN- 42 SEC PERC. RATE = 0 MIN- 21 SEC > �/ #6 (EXIST SOIL PRIOR TO SITE MODIFICATION) #12 (IN SITE MODIFICATION FILL MATERIAL) - `. \ \ e` Jf p�P�aPo� 0-14" /SAND & GRAVEL 0-66" FINE, SAND TEXTURED FILL \ � . RATE = 8 MIN- 44 SEC 14-22" VERY FINE SAND PERC _-- 22-50" FINE SAND - 50-60" SAND & GRAVEL GB 7 - #13 (IN SITE MODIFICATION FILL MATERNAL) 12 MOTTLING AT 14 - WATER AT 40" 0-62 FINE, SAND TEXTURED FILL ` Inv IN 471.74TP PERC. RATE = 2 MIN- 31 SEC PERC. RATE = 5 MIN- 50 SEC INV OUT 471.E TEST PITS BY CHARLES H. MAINE ON 4128104 PERCOLATION TESTS BY NACE ENGINEERING & 7/7104 WITNESSED BY #M MEACHAM, NYSDOH ON 515104 & 816/04 - \ ' �- Date'88015,2003 io t Oct 27-03 ReWond to CT Male Cormnents / 2. JA" 3, 04 - F111 Approval Condtione \ \ CONNECT TO EXISTING IG- TAug It 04- Add DIP WATER, MAIN / r' •78 TAPPING 5LEEVE +TVALVE \ October 8, 04 4.F Oct Deep Teets r 499.64 j` -, S28°05'30-'-W \ \ - - ��, / ST 'MOUNTAIN `.n i - -_- --- -' - _ 479.2 ALB �I' �� ROAD J _ - _ _ e0 W W W W - � W o W DWQ# S-2 W W W W W W W SHEEP 2 OF 6 ,I lt --"ft--Z -rr ---- --�--- �-- / / /Ile 7-,,". - -- ---� - I- -----�z�- --- --- -- --- -- - I, --. I ----- I- . . - l I ,- 11.111-1-11. -� � I. C,1,1�--Or � --,, ,- , -,--- , �, . - .I- ---- " ��- - - - -, I -z-� -Q�pv" - -- I I --- - --- --- --- ---- �------ �-..111 . . . I �.. --1. � I -� -, - - ,I -, , - I -�-�� = - \ / l , !!!!!! It I - - - --- . ,,, --- -- - -------� , -- � ---:w- ---"---- , . IVA71F� , - -- . 11//I---=-- _-� --- �� i I.- - - ---� ----.-- - ,-�--:-,--- . ;�� ` . LA. I ,� -. -- 11 I ! INC �, - � - - !1-4-t I-L-�-Pp 11 i , ., � �, /�, ,/ ­------ ---- - -- , � -, ,�;�-I , I- I I I I,I t -., �� ----� ---. -- - -- / I/ I / --- �'--- ---�� --- - ,------:,-��--�-:�--, " i � �, I-- I , - ---- -- ,: � - A � � I � , I- �, 11� / , I, - � --I --- ---_ " I I I ��,D �J) I I - ---. ---- - �- 5itc itNrcce �, --- / / I I I / I I I / - ,--- �-- -�'111 11 -- -- ----- � �..�-- l Ll---� � L: I-; --��- --` "� .�I-� --:-�-, -- -,-- � . - ,- 11 I / , - H�� 11 I I " - --- -I--- 1- .1� I -�� 11 LIMITS OF PAVEMENT 35.041 sf = 0.8 ACRES I j , I I I "I ii . ..... , - - - I ��, ,� .I-- I - I I--, � I .. I I "/ I 11 I �,- � -, " I . ..--- . A-1-- - .. �., I I : 1,�- / i, "'.-1 I I , � . , r ,.. -- tZ,Z . �� ----�-�, �- � .,. ---� ------ - / � / r- ) � )I -- ----------�---- ,-- -1" , " I /I -�, 1-1, I I I I � -,Ti-9 I I - .� - -- � -,--- �, / I-, .. 1,11 -� i / /,,,I// ; - �. I I t� �. -------- � ------ TOTAL AREA OF DISTURBANCE: 430.440 9f = 9.9 ACRES - � / - ---'; I/ , --� .- :.4 --? =if: -- � I - � � -� -------- I - ----- -.----- - - I 1 '41 1 .� � / - � � , - -­- - , - - � "--"��t -- . / � � t ----? Z�t � � -:;;� , --- / , / I /, 4; --------��, L ...... -- "li" !$j 1� -- � I , .� - I ? TALL IM ,-� 71-4-$ I �, -------, . - ----- � --, - I -� I I I _-_INS OSION-/ I - - -- I. -� <� � - � - I , , �,� - I � -I I -- - I.l� �1, . / f I I I / ,---::- =-=�- ----:7ZE�7 I " . , I , _�/ � -------- ------ -- - I , � _100 OL BLAWIET . . , � - -- � - \, � . f �." -- - -,--� - - , I I f �11,1 I I . - �--- ,,\ , � - ; -" - __ . 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I MANUFACTURER'S RECOMMENDATIONS - STAPLE PATTERN A C5LUE) I'� I I I tp :� I " , \ - / / I . ". 11 1 1 7 i /I -14 1 . 1 . �- --I 1-� -. I, I -" - --- - I , I v � 'Il-- /- ,x , ,� -----,� * � I - � / . ( ! ; \1 -- -- --`, -, � I I -� 1, I - � :� . -. \ z 1 \ ,�� �-- - - ----- ..--- #11,/ -Iitt,t, --� \ � - --- ,---, -- TO BE USED. . - �z I � - ---- �11 I --- � I i--�� . -,-,. -- I � -- - I -- -1�- --�--- ,�---- % i , - I i • � I - .-. � -.:� -1.--- � "-l"". &--:- - % IT/ - � 4 f I / 11� � - �. 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I , - I . �- , 1� -,----- i ./ , / I ,,qo j .I�,- - --- ! i I �i I �1 I � � .. . -��i .. . 463 1 � '\ , / I / These plans approved by: , - I - I " �1 1. - i I I " , . ,,, N I ----- � '� 1\ ---� 1 1 1 1 - .. ; . I . . i. is , , ,- I 11 . . .. . . �. ... � I \1 \1 � I . I "I �N I -----,, . � . . , \ I ---,-- ., � �, � -- -- K I �&-011/�', /� I Ile, I s-��-* �01 , � : . \ I - I � t � � Q . , I -- � � " / --"- 4 i --r ... . . . � S�sl , .., '. � I -- I L I , f --, -W:�e , - .\,- / zz � -�-�- -1 11 / ALL BLUMG L8T5 � -- �-- , f/ I, I / - il \ . .1 ± I " ��� -- 00�;,� �'�s \ / / I- � . .1 ,I � //` --Zo,--�1, / S ,,,, I - ./ : -- / / "I . 4L7 ---t- I\ /I / � 0/ I .�� I. ,.,,� : ._ - i ,l� , �� L �- .. � SHALL bE SEWED AS � . 1. , / I .11 . ,'� . , . -lll� I- �� .. % f I 4111 �1: 11 11 11--T �11 � �, I **% \ --- I \ I � 11 1, -"""I' I - /., , .. ., . �� 41 ll� I�I I k 1 5=4 A GRAMG 15 COMPLETE 1i -1 , / / (" -"-. 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IV � - . � � �-- ==�� J� -,--.--, � \i � � , 'L / , i � -0 � // L FENGE , �- '4� -�- - / I -_-L------- I= \ \ N, i \ �.N .� \ / / , 0 - 'L 01� -fto--o-w� - ,UL L� , I L .----��- :�� -�. - � I I \ U , I lz p 1 � / _- L -,:-,� -- -L \ \ -� I I / '. � l / �1 I L ' � I q -) / " A I I INVI M 11"t,I I I I a " --,�- -- - . � ' / 04 / I " // / I \ � ----7�: ' -\ lz \ - - I I - I t WILIJ I I IV I i� . I I, / �- -� . - -L -,--'--- - �.. \ . \ _ --- ::�-- \ I I IL I " � 'I � ,` I ,I . . L . -. \ � \ \ NSTALL\fRO5I0N I 1, S ,--­ �/ bb In I / / I� \ --1 -1- \ ,� I i a iHi A. I� "I . \1 \ "\ 1� \ I I .. � . ... . .. 11 I i ,4 \ CONTROL BLANM \ \ - _- -." / M 0 Q) i/ / -, - � \ \ I / / : , . i I � ,ON Wrau -P,Y, - (I> . 0 , :, I I i GUI-7�1 �111 , li .1. I I \ j " \ . * . - . I I � L� � \" 1, 5 - --- � ,I cd rA L ek," e� / \ . , /,,. I I", ,�o L I % '-- 1, \ - -,, - / .� T:` M ( . -� � L - - ' .. L. "' \ , �.. .; I , � , \ I 9 , _ _ ;L, , T � . I III - i :" � I L.) V I \-. . I � I� \ I I I/ \ � , � i� , 14z , -,�, I, . 6 a a , 0 1 � I - --1 qi � i \ \ \,/ \ \ /�/I , . I I .- I ; . � � I � i / PONE:) I ,- . - -- � II Ii it 1� "IlNi 11 \ 'L"L %,", \ \ I I - - -,-,- ---- -�', �.. � I I k � ; � V $4 � � � r ) . I \ " . .. - � L \ , c 0 � 0) c- , I -- - -- -!) \/\ \" ) /P / . � � I 11 \1 I , , I I %� " 4 0 r4 0 0 2 1 i � I P, - 11 , .. . . \ �, 'L" k - 'L-" $4 '5 15 p -5: 1 1 1 .. I \ -� �, � '� % I I I ELEVATION 4G2.0 � I I Hl f --- �, '_1 L i,/� / ,. / / , :I"� � �, �� \\ I \ % 11 - _-L-- - Q) 0 0 0 Q a k I i H� - , / I " - ' Lt S� _ - - i / I � �L I � = 0 = = � I l -1 I ' Il "i \, % I 11 I�F` -, 0 cd M M ** I ( I It - /-� , I / . . � . . 11\ .. 9 ,` 11 I I 4-�Il --- 1) // I - I / . ." , \ ,, \ .., - -..- L.- :% g 7, � > 1�2 1\ , -1 � '�, / - -,-..�' '- .--- ./ 1 if i 47i? \ %, 1, � \ � 11 -� - -- I -4 I I! ;"),I,'j '/ I(-, _, I / L.. 11 � . !. - - ,` 0 - � � , 1� .1 Ill � 1�0 " � 1, . \ 1� \ , I � . I , / / Ili � I I � - " ,.,- .,- 11 STONE 5WALi / I �, , / / I I l , I . - . . . . � , \ � " -- I �, -- � ppili III, . I I / . . ... .. \ I 'L, I I/ \ , , N- ; i � " , , It - � .. . I , I i",/L 11' I,' � / . . I "_1 "'. �,/ ** - I I ii I� I I \\�" �� i ," 1 � / "I .. * . \ \ I \ S . . -�.► I I I li� f " I 10 I t I . � "I -'- ". � �, - ' Z, "� L 5.kN.F.F.F. REQUIREMENTS z , Z .X- ** I � 1. I I I,/�f i 1,iiji / ,L // � �,\, , I I / ': \ . I,-\ . . .....'. I I . . I " __1, ---�-- `IZ 1� I I I :, ,\' --L- t / I . . 1. . \ I I- � �'L 1, �. � " / I - � .. I . ., I � - -- I.,- 1, , � �� ­' '. 1-1� $0 �i � 1� 11WO 'HOI I 1-/ \\', . . .. . I \ � "" ... ,- ,, ---/ 1XI .---- ­ ., �, 1. THE CONTRACTOR UNDERTAKING 517E CONSTRUCTION OF THIS PROJECT MUST SIGN ., -� it � / � � \ ill I N�� "� L. , - -+&D- - - - -, I " / , I .I \ - \1 � �� � " , N .1 _____ �, , - - -� I - f , 1, � . / ��', ".---- , :, ,. � � " -L- , "\ � �. I Z THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS Of ,,, \ ; �, -1 - - I I / I , 1, L�\1 f . . �: --- I _� � � -­LL L \- I., '-� -- -- --, -�' � /, , I J , ,� I . \1 --- \ �, -tr � k . _ --- I f-;I k I I,� I I / " I 1, ;I si\ . " ' ,.L ,�� - ' I .,- THE 5WPPP AND REQUIREMENTS Of THE NY5 DEG 5PDE5 GENERAL PERMIT FOR ., � _ - - --' \ . �,, � i ------ / \ " 'L . - -� ,5,D, ----- , I \,� / .... il I ,L -"- - .- / / I - *+ --- -- V= - - -111111111i - 11 � � i � 'L -- . I ' .1 '5..--- " -.,� - . ., \ k --- "L -10,1 � \ --- LL < 5TORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GF-02-01. ** _ -�- "t .---' ------ - IMI, i � , ,\ , i / , / . .l , --- - --- aw I I 1 1 I ' \ \ , 1. I .. - \ -����� ,/ '\ \ ._ .; - 1, - -- ...... __ -111iiIIIIIIIIII M - f i � I - � %* / ", "I `L - ­ - --- I s� -1-- 1 2. THE CONTRACTOR MUST 16 RESPONSIBLE TO COMPLY WITH THE TERMS " - -' � � ---- �� � I,ji � , / - \ \ , - I�� MW OW 1W"No ­' $ � \ � \ � \ f , --- � i - I , a- OF THE NY5 DEG 5PDE5 GENERAL PERMIT FOR 5TORMWATER D150HARGES 1*1IW-%�*Wjk,W4W-UW"0 M m I - ------ � , �I i \ \, \I i,I\ .4, I/ /2 . 11 \ .4�& '�'LL \,� \\ I I---- I \ , -,---- - - - - ----- � � - --�,It,'V.T�Kln i \ ", � \ I I �l -- I -- I 11-\ ', � I 'L -- \11. -,�I ,I�-- -- -, \ i i � z --�-.- � I I � \ L " I " ( -- N, t � 1.1 ". .. `L \ I 'L,., -- I FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. COPIES OF THE: GENERAL PERMIT - - �- ,L---L- - - - - , � � ---- __L- -- -INV IN 4G7... I I � \ ) � ------, ---- ------ I . . \ . . I " L ' ''' \, ,I \ I �' " I � ---- -"IL I ARE AVAILABLE BY CALLING DEG C518) 402-810q. ----- 1�11 , - -- ---- - - ) ) �' I I ,- \ � i . i Li ' - I "L ------- ; - � ----- -,-- - / L / I , /L I . . IL . . - I \ \ --- I.---- \ ; ? L) -ift 13" I 1, . ,//" L' / / , 14P -1 �, �- - +- - - --- -- \ L I I ( I � � -L&S I/I .I 1�L:' L \ c --1 - - -- --- I , ALL MLDING- 1, -- 1� ---- -L---,-- - " TIE I l I I ' 1. � ,\ \1 \ -- \ ).4 6 t,III,III, 3. A NOTICE OF INTENT -- -- -- - �, - -- / / L f I �, t, S"ALL-6t SEWED AS �� i 00 . I. " . -- I , - 4q � I . "SOON AS GRAN G is--r,,omPlLr I I, I . -... . 11 /) I L--- , --- 1.4 c /\-"(/ ,,�/// -'L - I---- CNOD MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. -,------ 1" --',-� --1 ­ ------ - -- 1� l --- - , \\ / I I \ ,I : \�. --.e -- 1, � 0 - -1 ------ ­ \ , \ I i . . I \ 1� --- -- � - � -L-_ , \ L � I - I L . ­ I IN., . . \ - - , - , __� � I - -L--- I.N I \ - DES INFORMATION ON ALL DRAWINGS 5P-1 TO 5P-G AND THE � --'. - , --- , - --1,I � � -, , I \ .1 . / . . ,�, .. . \L 11.,. ----- \ I � c Z 4. THE 5WPPP INCLUDES ', _­-­- -- ------ , __L .L-_-L --- �� , , I \ \ , "' . - I -', III.." 0 -. " " - -.-- � -I.-- --- .I,., --- - /',,*4i ,`/ I S I � \ L. I � I I 1 . \ \ 1 11, ------ / IL� -.1 - , - - � I � I I . ' " " � 4 9 � 5TORMWATER MANAGEMENT REPORT. --� -� � ---- __--- - � -' __ /`l\,#&,/i N" \ I 1, \ . I \ - / � - i I- -- '. -. -- I - - .__� '.".�'L,, _ L / ,/, ,� % I �- � � I \ " I I - - -� ------ -- _L-----__­-- _- I 7 , \\ I 1\ 1 1 1 i I ) ., ,, I IN,- - -- - � /,�, X,A � t "L �. I . I \ I , t \ S,® , - \ � :, ---- I i CONTRACTOR SHALL HAVE THE "-,- -`- ,----- I ,.- ---- - � '- ------ ,,,, \ i ,\ , \ I . . I L,: 'L ,--. � , I �ioe - i 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE C - -1 , � . ,-- !:� , -1--, I \i I . - I L I ---11 �/ �. � -.4 2 ,-- . ." - .---- --L� �L I 1, \ I \ �, . I I --- �� --I_ ;,.,o - - l �> 0- -- I/ , - .- - �,- , N � � 477 .. , , \, , ---" � - -, I --.. 'I-- -1 - '1 z ,,-- � - -- , ,-:�',� - \ \ \ \ il I I L ' - ., I ) I -- - - 1. I I . L . I - � ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY IN AN INSPECTION -- -- -, ,� --- - -, , ,�, �, -- ' � j '7�� ,- \ \ \ � .. . i ( I I / � �> L- REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY --- -� -� - . ,- , - ., � " /I, \ \ -/ i . ---- ,.- 1-.� , ' I . . , : III, �' \ 'l I -� -.,----' -- --11 ,,., z ,-* "�, "., ,�.,� L I L.",",�-- / I . \ \ ----, \ \ I 110� ." . I . - � . ;I I I I %%--- -- -- -- 1 ! / --L. 1."'. 1 P4 0-4 -6 INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION, THE ENGINEER SHALL MAKE - - , �. I , I \ \ iiii , \ ) � � 1 - 1 / , P4 \E ,- I.----- -- , "" � � \r \1 , �, �%L \ .\ I I L .. . n;. L I I .-,, I 111i, -, I � � ,I . I I i , , � WEEKLY SITE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT - ,� z " \1 \ � I I -\**\ ,,��, \ \ , � ,q) .. I . t I .,*..II,.III,`I`II"I�11 I �-- -,- 11 � � \ \ A, L, C6 M 4D -02-01. . , �/' I L $8�\ . i tu, t1\11 ... . . i , .. /I '40 I - ,./ , . ) I I I I 1 � -L__ � /' Z / k I I � \\ \*,4jl-" P� \, 1.. I . I I/ I " i 4)OF 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP I , , -� I r � , \, ,� L �0 I � z " / \ - ,,-\\ - l � It. , , I� , I � . . ,. '... I . ., \, ,� I \ * I Ill . . 1, . , I 'r � ! , I I . ��IF \ ;I" L�� L .. 1. . I � �I I I - �, z I, G. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG i � t �l I l I . . 1 / 1 �, '. . , � I I \ \ \ \ N � I . . . L .. / I , � I � .� , \ - .. 44 \ � . . �, 114 '� I , I , I ;% t , 1\ L 11 L, . :. . L� 11 ., ­---1 � I l - '�, -L, .� "`- - ) r ... . . . . .. 'I , LL'--- � � 1 �L 0 , I V, I -,---- - I . . � . 'L � .- ---�--- I .�, = I BOOK. MAINTAINED ON 51TE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. i ,\ \ A'116'�,\ I , --- -­'-�'- - I \ - \ \ \ '\ I . \ \ , - , i I --�, I / -- ------- �, , I .. I U) c `, - . . � � � \ I I I . - _Z,�-_t­;L 5. AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM A FINAL , , I I , . I . � I.... . I( '((.,, --�1- - -- _ _ _17 I � '. ."., K , . - ­ � � 1�1 L I L \,\ ,1 ) � . ., '.. ,-- , -- - --�----,--:t-� . I I I Iti 1, , I / * �.\-�: �� -1),ili"! L/ �� =111 1� 'L I,# -1 ;% 1 . I - -- I . � 1, INSPECTION TO CERTIFY THAT THE 51TE HA5 UNDERGONE FINAL STABILIZATION AND I 1, I * \ /I \ ..i / / ALL MXDHG,OTS � 12 _j ' 'I, - I .� : -. I -.,I ,I I I � S"ALL BE SEWED AS ,-I THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. "L ---- I ., , . ,."( , �' , I,/ -/ -�/ \ ov, �� = -is _j \ \\ j CIS 2 47(� 1 / / ./ SOON AS GRADING IS-POMPLETE 13 UPON CERTIFICATION OF COMPLETION A NOTICE OF TERMINATION CNOT) SHALL BE ", %-- -I I . , ; �, I ,- -- * .. �-- -r4 11, I L,-" .\ L' . I 1�i I V.1 . :I_--__ , I -- - \ � * 1 , - �4 ; 0 FILED WITH NY5 DEC. 0ONSTRUC.TION 5EaUr=N(f,1Ni 11 \ % \\\\\\ � HAY BALE (�) / ;I � I � " ­ I/ ---. W 0 1 "'L BALE-ty-- L . .I %,� . I , \ a.I I P. �, --. I -� \��-\\ --. � *� .� � �,- �- 7:!�- - , --�---- \ I 1-� " . � 11:7-1 -- " c 1, .. N - , . .., I � (DROAD AND BUILDING LOTS I \\ I I 1� : . 1 . I ... "-'L-- ::�� = �, �-- \ �, 1­ ---. M �ji � W . . . . ' - - - - ,. ---- - V-- -'�'-'� !� , 1�00 .... - -. .. .. . � L' - --l- W I.-4 2 �! -,-- --\ \ .. 1. STAKE THE GRADING LIMITS AND INSTALL THE SEDIMENT CONTROL FENCE. , --- \ - \ - i ".,. "�, 100,01, . ...: . \: I . I -- , - 1 , `. 0 �� � , ,.1 -- - .-�.`."II""II"`�` I z . \ -11 - I �:: U � , \\ � ?-, , . -, , , i ., I % I - -480 \ ** , I � 1-� . , VP � '- ".. ---- Idat" . . ;, .. .0w -- , 1 2. INSTALL THE CONSTRUCTION ROAD ENTRANCE AS DETAILED. ,��% , ,X.- : :.. : :, .. L'- --, � _ ..� ..It- � ** \" \,\,\ \ \ 11� 'L� � , 10' min. 40' min. , \ '11-� ...L , , I- , ... ,�, \ ,- - - � -!1 3. CLEAR AND GRUB ALL AREAS TO 13E GRADED, R EMOVE ALL LOGS. BRUSH, \ -S ��, - I � ." ---- % � . I �. : .--, - ----. - I DEBRIS FROM THE SITE. � ftf;,.** Is \\ 11 .I r I. I. .. . .----`III""""""` - ,- ,�-,� ,- �� -- -,-.-, I I L . . .. . . I -1-1 ., --- I % ** 1� \\ �� . .-W woo - QAr'.41�* \ G, "/ -\\,\ L'... L . . I "-----" V- 0 min. CRUSHED STONE OVER 4. STRIP TOP501L FROM AREAS TO 13E GRADED ARD STOCKPILE IN DESIGNATED " 7 , ** \ , ,-,� .�, .. I ...,. .L ... -- , . . .. -� - , COMPACTED 5UBGRADE AND AREAS AWAY FROM THE POND AND DRAINAGE BA5115. 4/* 411#� 1� , 11� I � ; � L ., .I . , . �I'll . I A FILTER FABRIC ** .11� � �< .11, .I *.. ....:. .I I I � �,,-� ------ �- � 7T7��o : , o CP 5. COMPLETE ROUGH GRADING OF THE 51TE TO rE rABL15H 5UBGRADE ELEVATIONS. :1 ,, . � : 1. it - -� -­__,_ 0 W-- PO 00,00 . .8c)1 V �coo,() .1 0 ( \\ \ '�' ... . ,� ,�. i -`- - \\ ; *111, \\ \ 0#* zU3 L' : IL . L, L 0 .. . . . I SHAPE THE TEMPORARY SEDIMENT TRAPS IN AREAS INDICATED ON THE PLAN. ..� �- .1 L .- . L .1 ... I 0 0 ,L . I 0 , , . : , - \ t ,- 1: 10 . '6 \\ 11� -- d I 'D . . 6�� ., �0 I L L : 0�, . � . 11 ' . L' I -9 �! OP 0 1 . . Coq 1** \\ ll� . . .�� I . . --,-,--I .1t I I -11- 1 4 F , . L . 0.1 .0p. c� .: .e. O.- . , . I . 0 G. INSTALL STORM SEWERS AS INDICATED ON THE: G GE PLAN. " ,, ­ , ,.L - -�-L,. . 7 : . L 0 O.. .� . 0- . I 6 . L - . L 0, STABILIZATION I ' L - ' I . ---� 11 (�p L ' ' . � O., . O', �0 ,L L EXISTING INSTALL HAY BALE DAMS AT CATCH BASINS TO FIL'rER ** 1 2 '' , . .. . . - � i�. I (5 . . 1. 'L 0 ' � .S& '. r- ' ' L, ... I . � L ., .0 � I . . .L 'o 5TORMWATER AND CONTAIN SEDIMENT. . I � ­ . I . . I - - . " %, L 00 I L I L. .. 0. ,a c GROUND 1. THE CONTRACTOR SMALL INITIATE STABILIZATION MEASURES AS 5 7 1 - 1, .:..I - . I 1. d) ? , 0 . W I . % . 1. 1. ... L ..� . 1, 1,; I 1. .. . 1 '3':L ' �I .L .50 ,. .I . 1. .. . . 1, --� R 11 . . L. - 0 SOON AS PRACTICABLE IN PORTIONS OF THE 51TE WHERE I . � J � U4 . . . .1 0 .0 . ., I . .. .� �& 6 : I � � 7. GRADE. INSTALL A MINIMUM OF 4" OF TOPSOIL AND SEED AREAS ALONG THE I . . � .I ,I ,. .. ,-1 \ f . . . CCb : �, ACCESS ROAD AND ON SLOPED AREAS AS 50011 AS POSSIBLE. INSTALL ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT ALL BLILDNG LOTS .�L . . . . \ � 00#0 I I 08 . 1 1 SHALL BE SEWED AS �-. . .. L . .L. . ER05ION CONTROL BLANKETS ON SLOPES AS INDI ATED AND AS RECOMMENDED IN NO GA5E MORE THAN 14 DAYS. 5OOWA5-GMHG-lS_COMPLETE : . '. ... I . . -- , N� \1 #* II I - - . ,. . . ,--, ,-.', i� R. ---, L I \ 00 Q--�- - - �.. . . .. I 0 :. � : .. -,,,-- 11 i C016TIR1.10'nON SIPWIFICAnoNs .-, ----_ . .. . .. .. .. . - .", IL 610 #* L � 2. STABILIZATION OF GRA55 AREAS INCLUDES HYR05EEDING U51NG I -, ------ .. ., . _,-�Ll I I I, . #0 I I � rl. STONE SIZE - USE NO. 2 STONE OR RUBBLE B. AS 50ON AS GRADING OF THE BUILDING LOTS 5 COMPLETE. INSTALL TOP501L ES OVER 511 OR SEEDING AND INSTALLING -- .�. I . .. . ,- '. � 1-"1 I I �, � . .. .1 I . . 2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. SEED AND MULCH. A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. I - 1 -��'�� .. L . . - ,-. .. I.:.. . I,\ \ 4# I Data SeM 15, 2003 "� . . �-,I - L. .1 , I 40 Revielom 1k 3. THICKNE55, NOT LE55 THAN ro". I / . . , I i 11 #0 I 4. WIDTH, 10' MINIMUM, BUT NOT LESS THAT THE FULL WIDTH ! 9. WHEN THE ROAD 15 PAVED AND THE SE WELL ESTABLISHED - - �, ,-- .. I.... . �., . . ,� I I #* ' I Engr.Cwrwft 10/27/03 AT POINTS WHERE NGRE55 OR EGRESS OCCURS. I ... � -, 40 i . - . . 5. FILTER FABRIC, WILL Be PLACED OVER THE ENTIRE AREA PRIOR REMOVE THE SEDIMENT CONTROL FENCE AND DI5P( 5E OF LEGALLY. MAINTENANCE loww . . . / , 00 TO PLACING STONE. **ft I '... , .. � � I..,.� . � I G. SURFACE WATER, MAINTAIN EXISTING SURFACE RUNOFF Of 5TORMWATER. I ft aft I 00 ,000 / . � I VIIIIIIII lift 475 q �L : I 1i so 00 00 go ., 1 4 .. .. . " 1 7. MAINTENANCEI; THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL (�) POND I 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY ft 41111111, asm M = = = 111111111111111111111 = = M 011111111111 Na j " .�, - . .1 ... � go ON I I . I 1 '14, i 1'�. . .. ��, L PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. H Y 5OZ. I I . I... r i 1,.,; I ; - I i, ,"o-," " ,;; 1. �,THIS MAY REQUIRE PERIODIC TOP DRESSING Wrrti ADDITIONAL STONE AS 1. DURING CONSTRUCTION THE POND WILL SERVE A 5 THE FINAL SEDIMENT TRAP. '�',1,"I", I .1 --- -�'. 11 4�1 1 'L Q , CONDITIONS DEMAND AND REPAIR AND/OR GLEANING Of ANY MEASURES USED AFTER ALL OF THE SLOPES ABOVE THE POND HA E BEEN STABILIZED. REMOVE ALL 24 1 ,`,� 114 . . I � --.* - TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED. WASHED OR DEPOSITED OF THE SEDIMENT FROM THE POND AND PERFORM 9NAL GRADING AROUND THE POND. 2. ALL ER05ION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN �� ,--M ,/1� 11AY, . I -* . \1 "��r .;;aI I ON PUBLIC RIGHT5-OF-WAY MUST BE REMOVED IMMEDIATELY. S S ENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE I ---, ----- �xl, ... . .. I. . _ `,'," , - I LLL I " / B. WASHING, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE GOOD WORKABLE CONDITION. - -- . .� . I I..... . 2. STAKE THE FINAL SHAPE AND GRADES f OR THE POND AS INDICATED ON --_4 I­ --r ■ - -� . 1.I... I ..- -- ------ - --��� "lALE: [I= I ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING 15 REQUIRED, IT SHALL Be DONE I ---� I 1� IN, I 30 � I s , :!,�!, 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION Of THE 51TE ON A DAILY BA515 I q : I ', --- -1 ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED GRADING PLAN. I . .:, '*.* ' L . . I I .,7111111"I,111"I'll 11��Ijvl - - ALLY. --- 1, . . . . --,,pL-,- ""."L I l ," - --- -- ----- SEDIMENT TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEG -� 475.? ?N - I: , L ,�-`,,,` �--%,,, ---- I---- ------� SHALL BE PROVIDED AFTER EACH RAN. 3. DURING LATE SUMMER WHEN WATER LEVELS ARE LOWEST. GRADE THE --1 , - L��f,�"L I -- ,L- - , POND AND INSTALL RIP RAP OUTFALL5 AREAS AS DETAILED. 4. ANY STOCKPILES Of FILL. TOPSOIL. EXCAVATED MATERIAL SHALL BE COVERED OR V�__-- -- -, " - - - -- Mn - --- ?.�,�';, - ,, ` - ... 16 F-!�� � V11 -�: 1 71��- I- ---- -if \ ,I I- I \ ��'z - \ � \ -11 I - , , I\ \\'I CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. I . I, ------ �L.') �'i� - - CONMOTION ROAD ENTRANCE 4. GRADE. INSTALL A MINIMUM OF 4" OF TOPSOIL. �FXD AND MULCH ALL ,-,,,,� �.,.j � - - - Dwa# S-3 1, t- ._ __ - . NOT TO SCALE DISTURBED AREAS AS 50ON AS POSSIBLE. INST L EROSION CONTROL -- SHEET 3 OF 6 BLANKETS ON SLOPES AS NECESSARY. I I --- - - I N OF GLENS FALL3 �_ UNC ter. PLANT L 15T '•� ~" `' THE BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS TREES 5M ACER SACCHARUM SUGAR MAPLE 11 3 - 3.5" CAL B + B 5A FRAXNU5 FEW. LANG. SUMMIT SUMMIT ASM 4 3 - 3.5" CAL B + B CP PYRU5 CALLERYANA ARISTOCRAT ARISTOCRAT GALLERY PEAR G 2 - 2.5- CAL B + B PO QUERCUS PALUSTRIS PIN OAK 7 2 - 2.5" CAL B + B WP-1 PNUS 5TROBUS EASTERN WHITE PINE 2 5 - G' HT B + B WP-2 "NUS STROBUS EASTERN WHITE PINE 6 3 - 4' HT B + B / _ PERENNIALS PE HEMEROCALUS STELLA D' ORO ST21 D' ORO DAYLLY 40 1 GAL RUDBECKIA GOLDSTURM BLACK EYE SUSAN 20 1 GAL / NOTE5 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM ® / SKINNING AND FILLING AROUND BASE. 2. THE CONTRACTOR SHALL INSTALL 4' TOPSOIL IN LAWN AREAS AND 9' TOPSOIL IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING • / / ® AND SOIL AMENDMENTS. / 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'5 TRIPLEX GENERAL MIX, �+ ® OR APPROVED MIX, AT A RATE OF 51bs PER 1000 sf. STARTER FERTLLZER C5-10-5) AT 40 ibs. PER 1.000 sf AND MULCHED WITH STRAW OR HYDR05EEDED. • o / 4. PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION 17 �` OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL. 1 PART COMPOSTED MANURE. 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 Ib per 20 sf. �► / 5. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK. ®11-SM / FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL.\� G. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK. W ° FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL.0 • f o 00 0 ® ® New York State Health Department Ole / / For Approved Date and Signature nat • e 1- ` ® refer tO First Sheet Lure ''✓o ` , / a�� DER b09 W • s W LL 01 Js 1- wyr P� k �+ e e y / O 1-WPl • ` �� o V W t7 N 2-WP2 - Z r 1-WP1 Z H Z25 1_WP2 ` ® a s v Q N Z3 U O 4 � ` v a lb s p PONDa��i m x � ® -14 w q Ci v o W o w o U 5M ® �® z ® 1-Srt � \ / U ® ® IN T 1 A N OL Wpy1 SPACING VARIES SEE PLANTING PLAN ^�Fyr ® 1- • ® v1 t�--� lu 2" FINE SHREDDED BARK MULCH < 3" SOIL SAUCER \ \ ~ V rt E-t =IIIII III- AMENDED PLANTING SOIL \ / r r a III=III=III=III=III=III— II=III=III-III=1I1=1I1=1I1=1 I= _ =1 I I=1 11=1 I I-1 I I-1 I I-1 III-1 I I-1 11=1 I I-111=1 11=1 I I-1 I I� ` ..• NOTE. THIS DETAIL SHALL APPLY TO ALL GROUND COVER. ® / / PERENNIAL BED PREPARATION PERENNIAL and ANNUAL BEDS. RUBBER HOSE FRIG ON GUARD "'W woo wooNOT TO SCALE GUY WIRE RUBBER M05E FRICTION GUARD GUY WIRE / 1 12 3" dia. CrrlkR 5TAKE5 3" dia. CEDAR 5TAKE5 8 ft LONG 8 ft LONG ' 3" SHREDDED BARK MULCH - 3" SHREDDED BARK MULCH 3" SHREDDED BARK MULCH 1 3" HIGH SAUCER - 3SAUCER ' Date:Sept 15,2003 " HIGH 3" HIGH SAUCER �"-'-- --� =III=,11 - =1i(=�= 1— — =11 III--- — — _ _ _ — 3 Gp 3-cP Revidons - = AMENDED PLANTING 501E =III=� =III-1 =1 =1 1= - Ell III-= TI -� III- III= I I- = AMENDED P NTING SOIL =111=11 = I -i i 1=1 i-I 11= 4-SA t Jive 3 04-Final M=I I I-11 f— AMENDED PLANTING SOIL Approval Comitions -I I III=1 1I-11 �=1 —III—III 1=III_ L -I 6" m�• III =1I I- I IT-1I 1 • 2 October 8� y =1 _ 1t IIIII 1= G" min. IIIII 1 _ NYs�oti Comments _l lI G" min. 20-B5 II li G" min. II IJ I IIII I IIT_li 111 l I I l — -IIIII I =I I I=I I I=111=III 11' s 12" mH IL \ \ \ 40- T 12" min _ — — SHRUB PLANTING DETAIL EVERGREEN TREE PLANTING DETAIL TREE PLANTING DETAIL SCALE: NOT TO SCALE NOT TO SCALE NOT TO SCALE 1•.c.,. � C VNEST MOUNTAIN RAD T owe • S-4 C` w w w w w SFEET4OF6 f'I HIGH POINT ELEV = 483.44 HIGH POINT STA = 7+93.63 LOW P❑INT ELEV = 481.81 PVI STA = 7+77 LOW P❑INT STA = 10+11.27 PVI ELEV = 483,90 PVI STA = 10+11.27 A.D, _ -2,57 PVI ELEV = 481.56 PROVIDE 51LT FENGE AROUND CATCH BAP3 K = 58.37 A,D, = 2.00 UNTILFILTER PAVEMENTTRIC 15 PLACED UNDER COVER GROUNDGOVER LOW PINT ELEV = 476,05 � 150,00' VC � K = 50,00 HAS BEEN ESTABLISHED IN R.O.W. LOW P❑INT STA = 2+46.52 1 SEE PROFILE FOR TOP OF PVI STA = 2+57,61 100.00' VC GRATE ELEVATION AT 'V' PVI ELEV = 475,75 c � W to + .a h N 0 z ° (IjM N o 0 K = 38.91 h sty v � CU ttl HEAVY DUTY FRAME AND WING SWALE 00 + 00 GRATE - WING 5WALE STD. 100,00' VC I U W U U ON o BM450 BY SYRAGUSE CA5iiNG5 U > g W W > > U > a In N pq W W BASE COURSE xN d' cy) ' ,r10% 1.001 ,__`�' CEMENT FILLET AROUND Li _ PERIMETER OF FRAME o U U U PRECAST GONGTETE o p > > FIRE HYDRANT STRUCTURE TOP 12' MIN. a 2'-6" SQ. 0 0.>1 W W ,rJ7�� STA, 9+75 CB#4 & #5 _ 9ZBA51N PRECAST GONGRETE CATCH gg pp ALL AROUND AS MANUFACTURED w D R10 IMEIL.EV.=381.51 _ BY FORT MILLER OR EQUAL nn SIZE AS V INV IN=378.41 / ° NOTED ON INV. OUT=378.31 ,/ PLAN a CB5 �/ o INV. OUT=378.51 SEE PROFILE DRAWINGS #3 & #4 _ , FOR PIPE INVERTS A +56 I CAP AND APPROVED GRANULAR BACK- M E V.=380.03 THRUST BLOCK FILL MATERIAL COMPACTED 9 12' MINIMUM SUMP TO q57. MAXIMUM DENSITY _ p MODIFIED PROCTOR CA5TM DGq ) _ a _ I V. i -376.83 r ; i I V. UT=376.73 ( RIM ELEV&475.75 I V I T 37°s 93 /� \\j b go "� .0 12• MIN. COMPACTED .9�.0. GRAVEL SUBBASE CONNECT TO EXISTING CB I m372.65 16" IP WATER MAIN INV. T=372.55 SILL NOTE W/TAR PING SLEE E & VALV GB1 PRIOR TO PLACING FILL WITHIN RI IiT-OF-WAY. EMOVE ALL Of-SOIL STUN 5 AND ORGAI C MATER. UNDISTURBED EARTH OR ROG INV. OIJT=372.75 FILL iSMALL BE WE L GRADED GR NULAR MATERIAL PLACED IN MAX. 12 ' LIFTS. COMPACT ACH LIFT WIT VIBRATORY COMPACTOR TO ACHI VE MIN. 95% ODIFIED PRO TOR DENSITY. WHERE FILL H IGHT EXCEED 5 FEET, PERFORM ° NE COMPAGTON TEST IN E CM LIFT FOR EVERY 5.000 5Q. FT. OF SURFACE AREA CATCH BASIN DETAIL DAMM ELEV ( NOT TO SCALE %., 460.00 NOTE `� + '00S CU N tU (U In N o 00 h In N .. 0� 00 V h h r^ cu �0 't V 5�,� a W a CO n M A co �C7 �o v V o N o 0� In h .N o M n.- ®0 w�0 o N a V •'1 t0 a M 00 .0 0� y It In 0� In ON DETENTION POND OVERFLOW CATCH BASINS co I: of oc. - I:. - I� rr: T a: cu r: I: v ri wi ;u of ri < n 1°•• n 1`, n u? n`0 n n�0 n h n h n.., n Q; n'"1 0j n N n ic) n n ^.1 N n,-i s tt! •`R 11! n USE SYRAGUSE GA5TING5 2815 FRAME AND GRATE 3ti vh vh �h ah vh aP• ah <'h vh `*h d'OD a0D v't SOD �00 aOD vOD 'vpp a00 vOD v00 vOD aOD v st' V' sr sj st sJ• V• V' V' �. V' V• 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 5+00 9+00 10+00 11+00 12+00 ` MA PROFILE RORI2. SCALE: 1"=50' VERT. SCALE i"=5' � Z w Z F Z i ! p 75'-0' RIGHT OF WAY 0 w c') O °o 12'-O' TRAVEL LANE 3'-0' 19'-O' PLANTED ISLAND -O' 12'-0' TRAVEL LANE 11'-01 a q p v 2-O 2-O' o W e ° _o EXTENDER TENDED $X '5 `s PAVED VED 5 SHOULDER e> 8< a SHOULDER AND TOPIOF CULVERT END ~ U d $g41a TOP50IL OR PAVEMENT SECTION ',�" �R z � p. ° 41 a ° SUBGRADE ELEVATION FINISHED GRADE N 0 _ _ _ F w °ap ° < n` w FLARED END SECTION eeQe o a e Q°a w/ BOLTED COUPLING BAND yy.�� 'I I� i�� �! � TRENCH BAGKFlLI � . w i o° ° ° e �° a 1 I E f� ") -'�i UNDER LAWN. USE EXCA ATED MATERIAL pp �q � - ��f.. y,l ° 9„ o°° ° ° ee'�°Q E I'H al i - f�I- UNDI5TURBED 5U6GRADE 12" min. D07 MEDIUM STONE FILL CULVERT PIPE g9a e n -= 10' LONG by G ' WIDE (( ...I PIPE BEDDING MATERIAL o € SAND OR PINE GRAVEL o BURY END 4' INTO SOIL. STORM DRAINAGE PIPE I z MAX- ALLOWABLE G' TYP. ELECT.. CABLE TV SEE PLAN fOR SIZE AND ELEVATION o _ _ _ 4 min #2 STONE � 1 I� a _ SLOPE C107G GROWN TO ROAD CROWN TO ROAD TELEPHONE + GAS 1 I J! ,_I I i, �, I ,_ _. _ - ..� 1/4 /FT 1/4 /FT - - I a O 0 V MIN. ALLOWABLE --- --� - - SLOPE C27.D o 7t °o STORM PIPE TRENCH DETAIL CULVERT END SECTION AND OUTFALL § COMPACTED SLIB13ASE EXTEND BASE COURSE 1'-0' DRYWELL - LOCATIONS INDIVIDUAL DRIVEWAYS SMALL BE NOT TO SCALE NOT TO SCALE I "1 L PAST PAVEMENT EDGE CTYP3 AS SHOWN ON PLAN GRADED TO MEET PAVEMENT ELEVATION PAVED C5EE DETAIL.) w a WING-TYPE SWALE 3 1/2' ASPHALT CONCRETE -2' COMPACTED ENDER NYSDOT ITEM 403.13 TYPE 3 AT TOP OF WIG. N E CASE SHALL -1 1/2' COMPACTED TOP NY5DOT ITEM 403.1G TYPE G DRIVEWAYS BE ALLOWED TO CUT OUT WING SECTION OF PAVEMENT. BASE COURSE - MINIMUM DEPTH 12' NY5DOT ITEM 304.05 STORM DRAIN PIPE ��? �/� TYPE 4 TO BE COMPACTED IN TWO LIFTS AS SHOWN ON THE PLANS ^ V1 `I WATER MAN 4 TYPICAL BOULEVARD SECTION OT TO SCALE W W 6 w E-+ IY R' E4 U1 � a 50'-0" RIGHT Or WAY W cj 50'-0' RIGHT OF WAY N 24'-0" TRAVEL LANE 11'-01, 2'-O'° --- 11'-0' 2,_0„ 24'-0' TRAVEL LANE 2,_0„ 10' UTIL, EASEMENT 3 1/2" ASPHALT CONCRETE -2" COMPACTED BINDER NY5DOT ITEM 403.13 TYPE 3 -1 1/2" COMPACTED TOP NY5DOT ITEM 403AG TYPE G 3 1/2' ASPHALT CONCRETE -2' COMPACTED BINDER NY5DOT ITEM 403.13 TYPE 3 4'-0' 6'-0°- 8•-0" 8'-0" F 5'-0' -1 1/2' COMPACTED TOP NYSDOT ITEM 403AG TYPE G 13 G" TYP. 00000 12 F1 MAX. ALLOWABLE G' TYP. DRAIN 1 F` SLOPE OWAB GRAD T- 1I- - 1 1/4" /FT 1/4" /FT. 3 1/4' /FT. 1/4' /FT. 1 MIN, ALLOWABLE SLOPE (2Z) / ELECT.. CABLE TV O / TELEPHONE + GAS Daley 12 2003 00 BASE COURSE - MINIMUM DEPTH Revie" DRYWELL - LOCATIONS - INDIVIDUAL DRIVEWAYS SMALL BE PAVED WING-TYPE SWALE COMPACTED SUBBASE TYPE 4 To ITEM 304.05 TYPE 4 TO BE COMPACTED IN TWO LIFTS i Cotrrtnen� W/27/O�i N AS SHOWN ON PLAN GRADED TO MEET PAVEMENT ELEVATION COMPACTED SUBBASE C5EE DETAIL) AT TOP OF WING. IN NO CASE SHALL PAVED DRIVEWAYS BE ALLOWED TO CUT OUT WING-TYPE WING SECTION OF PAVEMENT. TYPICAL AT FILL SECTION TYPICAL AT CUT SECTION SWALE FILL NOTE BASE COURSE - MINIMUM DEPTH 12' NY5DOT ITEM 304.05 PRIOR TO PLACING FILL WITHIN RIGHT-OF-WAY. REMOVE ALL TOPSOIL, STUMPS AND ORGAINC MATER. TYPE 4 TO BE COMPACTED IN TWO LIFT5 FILL SMALL BE WELL GRADED GRANULAR MATERIAL PLACED IN MAX. 12" LIFTS. COMPACT EACH LIFT WITH WATER MAIN VIBRATORY COMPACTOR TO ACHIEVE MIN. 95Z MODIFIED PROCTOR DENSITY. WHERE FILL HEIGHT EXCEEDS 5 FEET, PERFORM ONE COMPACTION TEST IN EACH LIFT FOR EVERY 5.000 5Q. FT. OF SURFACE AREA. SCALE: AS NOTED �0 TYPICAL ROAD SECTION TYPICAL ROAD SECTION IN OUT + FILL OVER 3 FEET ;,� New York State Health Department NOT TO SCALE NOT TO SCALE �� UV `3 �S1 a for Approrefved toFist Sheet and gn�ture DWQ! S-5 SHEET 6 OF 6 RECOMMEND ALL ACCESS + CLEANOUT OPENINGS 157. MAXIMUM # WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD APPROXIMATE BE RAISED TO G' BELOW CONCRETE OR STONE CROSS SLOPE FINISH GRADE FINI5H GRADE. MARKER ABOVE ALL ON SLOPED SITES BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH BURRED COVERS OVERFI L TO ALLOW (SEE NOTE 1) G.P.D. GAL.) SURFACE AREA(S.F.) PERCOLATION RATE (MINUTES) RECOMMENDED. FOR SETTELi'IENr (SEE NOTE 3 & 4) 1-5 6-7 8-10 11-15 16-20 21-30 y - 2 220 1000 27 92 110 123 138 158 184 " 3 330 1000 27 138 165 184 207 236 275 INLET BAFFLE 12' MAX. COVER OVER D-BOX \ EAR 4 440 1250 34 164 220 245 275 315 367 12" TO 19" USE EXTENSION COLLAR IF NECESSARY x TERMINATE ALL PIPES F 5 550 1500 40 230 275 306 34a 393 ass FLUSH W/INSIDE WALL #1 DISTRIBUTION BOX BY FORT MILLER OR INFILTRATOR CHAMBER SYSTEM EQUAL EQUALIZER 24 OR EQUIVALENT. 0 6 660 1750 47 275 330 367 413 472 542 3 1" r 1n, N MN SLOPE LIQUID LEVEL 1 NOTES: 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE 1/4' PER FOOT CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN MIN. SLOPE 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. 1/8' PER FOOT PROVIDE SOUD CONCRETE 4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE 00 i"i cV °ci°°q�°„co°00 0 BLOCK SPLASH PAD UNDER 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE •t V' '., _5�., ° ALL OUTLET INVERTS NTH 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 SEPTIC TANK V1 A //,I O O °O °��o� TO BE SET AT INLET PIPE OF EACH TRENCH N17 SHOWER HEADS. A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WILL ALSO BE REQUIRED. BY FORT MILLER / V n PEA GRAVEL EVA ION E SAME } _ -// p� MAXIMUM SEASONAL HIGH _J = OR EQUAL ww INLET + OUTLET rr DISTRIBUTION BOX CUSE OF SPEED LEVELERS GROUNDWATER ELEVATION - SEWAGE DISPOSAL SYSTEM 51ZING ,� BAFFLES oa NOT TO SCALE ENCOURAGED) SEPTIC TANKS WITH JOINT BELOW THE LIQUID LEVEL MUST BE TESTED p d INFILTRATOR AB50RPTION TRENCH 5EGTION J J FOR XIFLTRATION PRIOR TO ACCEPTANCE 0 i ' g a N.7.5. BY THE CAL CODE ENFORCEMENT OFFICER 00 �t00 00 .44/ � ww TOPSOIL CIS" minJ. SEET) AND w 2� -t SEPTIC SYSTEM AND ALL MINIMUM 2x WIDTH �� DISLTURBED AREAS IMMEDIATELY �cc r7 ' MAXIMUM 4x wlvm INSTALLATION OF D15PO5AL FIELDS AFTER INSTALLING SYSTEM FINISHED GRADE I O U a _ �ov� ow 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 3 w AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. _ w `A O`� O 00 000 DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND 19" MAX �� PROVIDE 3' SAND OR---&oflcp00 ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND o Q PEA GRAVEL UNDER TANK CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. " '-=- 12" MIN, tlltttuu,rr rrr O 5EPTIG TANK _I i-III-III-I -III=1 3 3 I 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS `�`` �,, '"" •�� NOT TO SCALE OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. ,c� 3. AFTER 6 THE WALLSAANDO LOORN 2' WOF DE EACH TRENCH SHOUENCH TO THE LD BETHS RCLLEANED ------ -- INFILTRATOR CHAMBERS � . 5EPTIC TANKS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. :0_ GARAGE BOTTOM OF TRENCH TO BE LEVEL ;y.ati '0- GARAGE ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE may:/ BOTTOM OF TRENCH , �.` AND GE EXERCISED FABRIC SHALL BE AS SHOWN, AND CARE SHALL l '•,, HOUSE I AS MANUFACTURED ANUFACT RED BY FORT MILLER OR EQUIVALENT,CAST CONCRETE BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND NOTES' sq . *LiC OTHER WASTE MATERIAL IN THE STONE AND PIPE. 1. BOTH ENDS OF INFILTRATOR CHAMBER5 MUST BE r,, tlilli THIS A ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR. CAPPED WITH END PLATES SECURED TO CHAMBERS NOTES: 2 GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 5. THE PIPE SHOULD BE LAID THE GRADES AND TO THE a,1luu,llly A RELATIONSHIPS SHOWN ON T THIS DRAWING, MAINTAINING STRAIGHT 2. ALL LATERALS TO BE OF EQUAL LENGTH. RE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 1. TILE FIELD TO BE 100' OR MOR FROM ANY NECESSARY TO ACHIEVE A STABLE FOUNDATION. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS 3. MAXIMUM TRENCH LENGTH 15 GO FEET. OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY WITH THE HOLES DOWN IN ALL CASES. b OR MORE FROM ANY WATER LI UNDER PRESSURE. CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. INFILTRATOR AB50RPTION TRENCH PROFILE 6. FOR INFILTRATOR SYSTEMS, THE BOTTOM OF TRENCH SHALL BE LEVEL p ° ccn= TIGHT JOINT 4' PIPE 10'-0" 4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED PRIOR TO PLACING THE INFILTRATOR UNITS. UNITS SHALL BE INSTALLED I N.T.S. d: IA cnc ON SLOPE OF 1/4" /FT. MIN. 2. FOR SEWAGE PIPE BETWEEN H SE DRAIN AND DISTRIBUTION FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS, 20'-0" FROM BASEMENT WALL BOX, USE RIGID COPPER, DUCTI E OR CAST IRON PIPE, OR END PLATES SHALL BE SECURELY ATTACHED AT INLET AND END OF EACH TRENCH. I TIGHT JOINT 4" PIPE MIN. 5. ALL JOINTS MUST BE SEALED. SCHEDULE 40 PVC WITH CEME D JOINTS. SOLID CONCRETE BLOCK SPLASH PAD SHALL BE PLACED UNDER THE END OF THE ON SLOPE OF 1/8" /FT. INLET PIPE INTO EACH TRENCH. SEPTIC TANK 3. HOUSE DRAINS SHALL BE FOURINCH MINIMUM DIAMETER CAST 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL ; NOTE AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY DISTRIBUTION BOX IRON OR RIGID COPPER, TIGHT OINT PIPE AND SHALL EXTEND AT FROM THE DISPOSAL FIELD. LEAST THREE FEET BEYOND TH EXTERIOR OF THE HOUSE FOUNDATION. 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED DETAIL5 ARE PROVIDED FOR BOTH 5TANDARD PIPE AND GRAVEL AB50RPTION ABSORPTION TRENCH 4. DISCHARGE FOOTING, ROOF AN CELLAR DRAINAGE SEWAGE ]DISPOSAL SYSTEM TYPE UNDER PAVEMENT. 10' MIN. AWAY FROM SEWERAGE SYSTEM TRENCHES AND GRAVELLE55 INFILTRATOR CHAMBER TRENCHES. EITHER SYSTEM PERC. DEPTH TO TYPE OF SEPTIC MAY BE USED 0 r FOR 5UB5URFACE DISPOSAL 5Y5TEM5 IN THI5 5UBDIV1510N. � � U 50n I EXPANSION AREA 5. DISPOSAL FIELD SHALL. BE CON TRUCTED PARALLEL LOT # RATE MOTTLING SYSTEM REQUIRED o m Id `0 N CONTOUR LINES. (MIN) z . PROPERTY 1 < 1 min. no groundwater to 15' MODIFIED SOIL z Z z 14 z o LINE 6. FOR RAISED ABSORPTION TREN SYSTEMS 2 < 1 min. no groundwater to 15' MODIFIED SOIL TRENCH BACKFILL SHALL CONTAIN s °n 2 10' MIN. 2'-O" 4'-0" 2'-O" HORIZONTAL SEPARATION DIST CES SHALL BE 3 < 1 min. no groundwater to 15' MODIFIED SOIL NO SOLIDS LARGER THAN 15Z MAXIMUM ' O o� MEASURED FROM THE EDGE OF HE FILL. GROSS SLOPE 4 < i min. > 48" MODIFIED SOIL 3 INCHES IN DIAMETER z d rn v OVERFILL TO ALLOW ON SLOPED SITES 7. NO NON-WASTEWATER FLOWS CH AS SUMP PUMPS OR 5 1-6 > ere" STANDARD FOR 5ETTELMENT 5 v a ROOF DRAINS ARE TO BE DISCIiARGED INTO THE HOUSE 6 < 1 min. > 48" MODIFIED SOIL U SEWER OR ON-SITE WASTEWAII TREATMENT SYSTEM. 7 8-10 min. > Q., STANDARD O. 8 6-7 min. > 48" STANDARD ` / a _ BARRIER MATERIAL TO BE d POND, STREAM OR LAKE s < 1 min. > 48" MODIFIED SOIL a- Z xQ G" 12" FRITH PERMEABLE GEOTEXTILE a vi 9 (MEAN HIGH WATER) 10 < 1 min. no groundwater to 12' MODIFIED SOIL 0 E I MIRAF1 135N OR EQUAL O o q S 3S °o SEWAGE DISPOSAL LAYOUT ,1 < 1 min. MODIFIED SOIL ® vi p 2'° s MIN. 4` PERFORATED d m 12 < 1 min. > 48" MODIFIED SOIL t- 1 LATERAL >2 W o p, 2 i~ p NOT TO SCALE } ODD 12°' MIN. = O = q = z �p 18" MAX. NOTE: THE GROUND IN THE AREA OF THIS SUBDIVISION HAS BEEN DISTURBED iv� c�p000 o Apo z BY CONSTRUCTION ACTIVITIES OVER THE YEARS. THE TEST PITS MAY, v / / 3/4' TO 1 1/2' OR MAY NOT, BE REPRESENTATIVE OF THE EXISTING SOIL CONDITIONS / / i WASHED CRUSHED STONE EXIST. GROUND IN ALL AREAS OF THE PROPOSED SEPTIC SYSTEMS. NOTIFY THE G'-O" ENGINEER IF ANY VARIA11ONS ARE NOTED DURING CONSTRUCTION 244 MIN. OF THE SEP11C SYSTEMS. 1'1®81$D cRAOE ADJUSTABLE MAXIMUM SEASONAL HIGH GROUNDWATER. - AGCEsB nMG $ f�-VALVE BOX IMPERVIOUS SOIL OR BEDROCK D AND nc 1(11" W""CWS P VEMM 9 MULCHEPTICmSY5 EM AND ALL 5TANDARD PIPE AB5ORPTION TRENCH 5EGTION VARIES DISTURBED AREAS IMMEDIATELY Y CV MAX.) M.J. GATE VALVE ABSORP" TRM C5EE STANDARD AFTER INSTALLING SYSTEM NOT TO SCALE NorcAsrnc n ABSORPTION TRENCH DETAL) BACKFILL WiTH MODIFIED SOL Z GORPORATKIN sror SERITGE eox CAM sror SPADE FOR FUTURE TRENCH a. 4"0"-{ � ,n 2' MN ENDS IF READ. C507. REPLACEMENT) MULCH SEPTIC SYSTEM AND ALL V wATNat Nlt B' SIDES BARKER MAERIAL TOPSOIL CG" min.), 5EED AND ALL SERVICES SMALL BE METERED I 12` MAX. = ( 1- DISTURBED AREAS IMMEDIATELY ~ p1 --TO HOUW AFTER INSTALLING SYSTEM N ACCORDANCE WITH QUEENSBURY I I -� ( �- WATER DEPARTMENT STANDARDS EXISTING MAN 0 ® ® ` ® � !, -� -� " FBI G' MIN. = s WATER MAIN 1ol TYYM K G SPM 1110M LC56 THAN QR EQUAL r0 100' SIXD GONG. YOGK - - - N r roR sERwce ovoe SQo oR ei roor ncce 24" MN. D G' MIN. :. m As lSQURev TAPPING SLEEVE 2' MIN, �0'�o O c O Op0 SL,- APE OOP �Q W A CURB STOP WITH BOX CONNECTION TO EXI5TIN WATER MAIN NOT TO SCALE N T TO SCALE EXCAVATE EXISTING 50L MAXIMUM SEASONAL HIGH MOP TO FILL PLACEMENT GROUNDWATER ELEVATION F+i ',��ii--, FRFOWATER MAIN NOTE SLOPE I/G'-1TED 32G LATERAL -i ) LEVEL TRENCH BOTTOM r, V s OR WELL YGRADEDLOAMY SAND GRAVE SELECTED FILL MATERIAL LS. CONTALL INING A MNMA1 OF W 0 HORIZONTAL FITTINGS ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE WITH AW A LOAMY , C-GOO AND WITH THE DE54GN + CONSTRUCTION STANDARDS OF THE 107 SLT5 OR CLAYS, No ORGAN DEBRIS. AND NO SOLID OBJECTS 1, END OF ALL DISTRIBUTOR PIPES MUST BE BEARING AREA (SQ. FT.) TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE LARGER THAN 3" DIAMETER. N PLACE PERCOLATION RATE OF 5 TO PLUGGED UNLESS INTERCONNECTED. W � � WATER DEPARTMENT PRIOR TO COMMENCING ANY GO MINUTES. COMPACT FILL IN G" LUFTS WITH LOW GROUND PRESSURE a (y CONSTRUCTION OF WATER UTILITIES. 2. ALL LATERALS 70 BE OF EQUAL LENGTH. +� PIPE TRACK MOUNTED DOZER. TEES, PLUGS, 3. MAXIMUM TRENCH LENGTH IS GO FEET. ;z)SIZE ' 0 (INCHES) SMALLER 90' BEND CAPS AND WATER MAIN TO BE INSPECTED BY WATER DEPARTMENT PRIOR MODIFIED 501L 5Y5TEM DETAIL F+�1 HYDRANTS NOT TO SGa.E 5TANDARD PIPE AB50RPTION TRENCH PROFILE NOT TO SCALE 8" 3 5.5 4 SMALLER PIPE LEAKAGE TE5TING + D15INFECTING WATER MAINS SHALL BE WATER TESTED IN ACCORDANCE WITH WWA GGOO -93-5EGTION 4. AT 1.5 TIMES DE51GN WORKING PRE55URE FOR N MINIMUM PERIOD GRADE AT UNPAVED NOTES. OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY WWA CGOO. AREAS RESTORE TURF 3'-- 1'-0' 3'-0' THIS SCHEDULE 15 BASED ON 200 P51G WATER MAIN SHALL BE FLUSHED AND P154NFEGED IN ACCORDAN E NEW HYDRANT ASSEMBLY O INTERNAL PRE55URE AND A SOIL WITH NEW YORK STATE DOH STANDARDS AND AWWA GG51-92 RRIOR _ TI PER OUEENSBURY WATER at BEARING CAPACITY OF 2000 PSF TO PRE55URE TESTING. THE TABLET METHOD OF D15INFEGTION "-III- THE So 52EECCOMMEND�EO CONCRETE SHALL CONFORM TO THE CONTAINTED IN AWWA-C-G51 MUST NOT BE USED. �, STADARDS FOR WATER WORKS O REQUREMENTS OF SECTION 500 OF NY500T 5TANDARD 5PEGIFICATION5. 'IIIAND SMALL BE CLASS B. ENGNEER TO WITNE55 PRE55URE TESTING. FINISH GRADE CONCRETE MECHANICAL /. VALVE BOX JOINT GAP TIVE MATERIAL W/ EXCAVATE TRENCH WDTHOMPACT MNPd.M WIDTH E01 ALV-O' LIFTS #2 CRUM STONE TO 95r MODIFIED PLUG WHERE SEASONALO PIPE S 2,0 FT. ' MAX. 51Z HYDRANT DRIP G• M.J. GATE VALVE-NR5 Deter CONCRETE `tl° a 0 PROCTOR SHALLOWER GROUNDWATER DHATE FT. 1` 8°-6' MM. COVER �> WITH PLUGGED WEEP HOLES HYDRANTS BE TAGGED WITH A BRASS TAG NDIGATNG L - �� %�%%� "WEEP HOLE 15 PLUGGED" V81 CIN dHorm ` 00 00 o °O 2. At9.11, 04- Add Perc. l WO for Lots#7+ 8 BEARING AREA ® SELECT cRaNu AR MATERIAL cloox , BE UNDISTURBED BEARING PASSING RA JL 18' ABOVE PPE. AREA BEARING HAND BACKFLL, G• LIFT.AREA (� 3• Oct. 22, 04- 001ete CONCRETE 6 �'O O 0 O OO shsAoW Trench septic BEND DEAD END TEE PIPE BEDDING G• DEPTH. `, SAD. GRAVEL OR , CRUSHED $TOTS C70 1-1/2'3 SCALE-- ,45 NOTED M.J. ANCHORING COUPLING ../ 1. AT CONCRETE WALKS AND OURBS. SAWCUT "i I ?_ .^.'',, D pent EDGES AND REPLACE TO MATCH EXISTING. L . ' Y. , M ANCHORING PPE TYPICAL THRUST BLOCK DETAIL5 New York State Health De NOT To SCALE For Approved Date and Signature PIPE EXCAVATION + BACKFILL DETAIL ; 3�, refer to First sheet TYPICAL HYDRANT IN 5TALL 'T1 N , DWQ.# S-6 NOT TO SCALE ( 3 U NOT TO SC l �t.,U� 81EET6OF6