Section 3, 1968 J
z —
GRAVEL
P70UNDATION NOTE -2 B DROGM H,- :JSES
I I
NEED ON Y GNE SEEPAGE PI T
-II'-
v "- -- 5'- O" 9'- O" --.I
J z • /
/,j I
m I Z / / LOT LINE
- T-5" T�TcC�A1D PIPE
— 1 � I
o O O R, HER FT
<
> LFIN LEI:DON R_AJ_
�o
0 � i � U _ I � ! SL'JPE-
w w EXISTING SURFACE
2_O _ IC'_ MIN � Z_D 703F, J
�S LOPE !4" PEk FT_y I 2-� }�� { j ti. ` F'ROJ�GT
4 4 / s UI
SUr�FACE L�I ,T •.BUY,( r + BG _T; LINE-
HEALTH DEPARTMENT APPROVAL 3 4UNS'JH EASE o � n
READ. BY
c — GRADE 20 MIN. PI
AIN.
i F-XIST!NG SURFACE
COMPACTED ,C RA\/EL
STREET SECTION
NOT TO SCALE BACKFILI i `
f, 5' MIN. HOUSE a ,\L•
n
I _ I
PIPE N I -! ` N
DIAMETER _ -
w o z W,�7ER SERVICE
j -
-
FROM PJB IC -
BEDDING DETAIL I t
-- o w w S'-IPPLY - -� I - -- ? - h
3 NO SCALE o NOTES:
= o SHUT OFF - - JT WATER R, E, ✓ 1 �/ E S AFfpJ-�Tt � i�,NCES, 3. Tc_'-7 Tf. EET "L Ir ICA-
/ T G-%&N LINE_ I C_ AS SE FCxJ �TF-t '._!f '.;UEEPI �HJKi.
J -- IN _
w M - ------- --� J 2 INDICATED
�T `iP/ fll IPON NT ¢ L L 'h`�5 STrj SI _F ti
z 1 -
Li �10
- _ AS _ /EfdT ._INr
w c
ORIGINAL GROUND - v1LR
�- 3. HYDRANTS �--IP.L ``PEN RIB�, P 1 T = / ' Eti
--
------ 1G5 PROPOSED �NATE� MAIL., NO' E A� ✓1 .i 1 IF„C UkEC'I u.lt_ �R ` IPA lY.
GRADE
W - - - 7� - t DPEI, RIGHT AI•,UFACTJ
- - --- -- _ __ 4. SH _ _ F C- -'
L_jPROPOSED FINISHED GR - _-- VALVES P t t P
�- I MUELL
-1 - -- -1 .1 ?', GRADE - A
-- _
- - - - - 0- Pr AT F 'FS F 5 ,r;CS 4. 3T _'Es,
NY
L P I A i J �A S+R V
i - - - -- -- ? �� PdA SL_'�r, TJREC �J tv11jC� -R JtiIPA
T Y PI CA ;.
- 0-4 GRADE -
_ ------- � 100 N(Sf T;I SCA�L } 6. EATERALS ^J!-_ �sE i T � ,.� I
- - .CN rcPTi �E 7: ; AFL
�5 A , PECIFIED - -- - I
,
w nonpLR-1 LINE-
T cc a- ,c c -0 o y - ,c c o r- v r C) o o o a, r, M s M f_'USH b,";ITH GRADE-�
_ o G
m
- O •^ f m C r� r _ •_ u C: U, O O ,O ..T S / of CC) -
�: G a C) _ � C' G �� �_ - _ _7 O r� C. O O O O O O O O U C� O _ _ _ _
o -r O O O O iv C '1' �
� 99
6 0 2 00 o0 1t no + ao30 00 29 OD 214 + o0 23 Co 22 + 00 1 + PC
-
- y.
1
- - - - - A
ati
y
z —
� b /n,,_31 '-0 rtTN � i;.ATE VALVE
E --- -- vtiATER MArIN� -- A ¢ RA.f k 7:/ATE '. MAIN-N
��
HY ! F AIN F1'
RUSHED STONE
I �- -- POURED CONCRE7_
'
I!3;5 MIX, -
�,
��J S 6w 1
� -
r
7p
`' -# cr.
' \ ` ,QU(� �'1$"1 0061' I J 3:5 CONCP.ETE 6" CLASS 150 C.I- PIPE 4 ANCHOR RODLr
6 -
-
L
/ o y ' /
z 6 o rID
� LF
r / I 06� 0061 HYDRANT DETAIL
/ \ 3 \ °10T I; SCALE
rn
\V35)
AREA-46,170. 3 SQ' F-T. 4�Lj 1 .060 AC. - AREA0 7123 2 - AREA=25 44I / / �� -6, R 15G 00 z o LOT 44 - EXISTING N/OOJLAWPJTION [ THF�o _ _ W 0.58a - _L 88. 3+ 6 � ��� `.,P _ = T50 -00 c \ Oz4 - - _ - =.F;4 r _0T - 4cr � 46 O...FT.. AREA - / AREA , NRES AREA -AREA � r
o ��, _ T Sq_FT- 19 43 .G9 .3 Sq _Fl I � AREA = F. 21 ,J�- -,,I 29.46,T - 14.'18� �- . 0�5081ACP,E'1 �� � rz 0. -+58 ACRES � PEI-� , _. -- �� T G 483 ACRES 18834 � _4 118. 19' \ I O4- -� �9. 32 A RE4 !- ... ei II:J' --- r \ � __, __ r
__- TIFA-[,
--`
_ C MIN.- I5 5 �
34\ � � ., _ � � oo.00 TF:s No Me
�� 2 `-_ — N m— \
00'.00 0
N 14° 4„ E - _
_ 7 �
AREA= .3 394.7 SQ. FT. - - - -- - - - - - - _- -- -
I
PR PO �l o --
_ � I
/ i
POSED HYDRANT ® TM. S a \ -
37 AC 118.27' -_ � I
---- - — - _
78 51 —� _ — —---- - r. �'
1'4 o R =;.15 .jJ R = l00-00' 100'-00' N 14 u E W-- - -- _ 4 OPr11N 8 SEC. A : "IN P!G _ Jt .CED "tAhTE{ ; I +U; �., I) '1 i
U . L = 11 1 hF,' L = 8S y5__ ^I 100 !oo WH I PPOORI,I LL D � E - - _ c - 4 T ,!t.l
. \ -- 0 �B UE M O MIN 3 SEC r =I ;`NS,
J6J5/y - 33°-02' .- - -- _ ,- D HY D.. TE
00 0' Y UR,AROUND 5
-9 & - 58. 56' T �5fl5, \ O CT'7N 6 OMIN
S- �` R - 1fi' \� � _ / 00
/ �` 14YDRANT - 7 5Ec C.
!00�TH� (oT _ , 55. . �.° J Dsr FAN�,
C/� � \ ALL. TEST TAKEN 7 FEET BELOW � - -- - -- -- - - --
0 m _ f' `' -� \ \ oy / GROUND SURFACE COURSE SAND
R - 150 .00 �,\ \ �� y-
f j> >,,, _ /� a f; 0 / /y2 AND GRAVEL.
L 25. 00T - 25.00'� '. 4 � �
= 090- 2'-�-- REA= ". _ U cJ TEST HOLE 1,28.3 ARE LOCATED IN
T7� 12. 5 J.0 3 3 ` r AREA= 18,7oZ 9 �I \ - 0
�2 o c1') SECTION I,8.4. 58.6 ARE LOCATED IN
21,05545 SQ- FT C,Q rT. c> -° r o X I - PROPOSED SECTION III.
\ AREA=19172 .83QFT 0.497 aG 29 0 -
I I 0.4 1 ACRES 7 n ( �� s 2 5 _—
i4.453 A C. / \\�_Tom/
i,, •._ � L 7 T 2 - I N � W C �K J�G l
2 I . SST Ir •�
/ ^ �� 15� O , o AREA= 19,233.7 n_
' v 8 r� 50.00, rl_ SQ. IF I . ARA=18,772,8 SQ.F JF
3 � _
86.�8' ° � / ° EA-18.165.0 S AREA=16,949.7 SQ.FT ARF_A= 16,341.9 SQ.FT� AREA-
115,734.1 SQ. T
6.' s 0442 AC. 0.431 : . � 0 . NOTES
AREA= f755Z3 5 . FT
\ EA=24, 823.6 ?- FT. I =0 0.41 AC. 0.403 A C. 0.3E9 AC. z 0.375 AC. 361 AC '
o g m TH. 4 IF LAUNDRY TUGS ARF -ACC - E
0570 AC. a / s c ( THEY SHALL BE EQUIP ti 'I
200.42' 100.21 '
o �- - 100- 21 ' 10 . " "1. ' _ 00.11 100 21' WASTE WATER 5 FEEr
r.
iJ I N 1 -y8" L 2. /✓ATER POWER EJECTORS
3. BEARINGS ARE RF_FERENC�D TQ r "_ ;'ETIC PT-
,
S -R_ OM:, A MA Or -A SU VEf,;
�29 EX I ST I NG W00DLAWN' PARK 1 nSY IN '
I EMBER 19 6, TAKEN r
/ OFF THE ,ANDS OF P(�bUARD 8, riA-.^� UNP Y, NE W
- THE TOWN OF C�UEEN BURY, NARREN i�
1232,'63' S E C T 1 0 N I ^� SURVEYOR MADE
EHKE GEOr.BY JOHN B. UAN DUSEN,E✓V YORK LICENSED AND
OCT. EiER 12,1456.
� i 1
/ \N70-
°
N ,T I PLAN
1 �- CR ! SII�._ .Sri ,- • _
x 1
- 8"x8''•16" CONCRETE BLOCK ti':ai E 1 = --
i F I ` ? LAO 'N/`CELLS HORIZONTAL
EXISTING \ , -r - - --'
o, W00, DLAWN ..... PARK
/. S E C T 1 0 N I 3Q ' b -- - - -
r _ -_ F
B�
- _--- _
5 \ OLT LET LINE � ,, =F
W. -- - _ s 9IL _ --- -j
I .'. Sp' ROW l -- c F - \� ` E_ G 4 , E —Ll
FIN. SUP FACE ---- -- - - - - -
L T - —I - -- - - -- 6 CONE _,AB. 1�3'5 MIX '�W�'�7
A-- c�
- -- _ CRUSHED STOhr # - - - - -
G _ _ l�• ° _ 24' • ,a 6 ES V PRO✓IJE 2 EXTRA 7 (I) L- -- ---- -_ —
! -- -- ! -
-- - nT � � ''�y F'I_ ; .. - 4 - G" 1, "moo SIDEFOPEvNG )AND DI AT EACH
G -
_ - ---- - -
EXISTING V{FW LANE �TOv N OF OI,F_=NSBUFIY _ or• CORNERS
MOUNTAIN \ PLAN 0o8q J
WATER MAIN i,JU Ji/,/iJ /._ 0.0
I F
REMOVABLE COVER--� 4's,/ ,in./i/.vi/sn/-/// 2// _ r)I- Gk JND i y�v„ �
„.. T . fir-
,-_ �i, t'
r
4'
NO. OF CESSPOOL CESSPOOL SQUARE - T � I ;"
SEPTIC TANK SIZE A OUTSIDE EFFECTIVE PERK,. titINJl` I�I" AREA F -
r � 3
k
BEDROOMS, F 'R ' : S - ": J 3E� i ,IJ� -- �. z REINFORCEC - °.e:o �
DIAMETER DEFT(FT ) 1 C - CONCRETL -
- -- --- - -- -_ - - I 4-FA _ STk AW - i I ' - -(, eO • 4 T '�
.
2 .. 0 6 6 G _ SLAB ' � I `- ; �=.,�..___• :�
6' 6, 5 G _ G J'_A F IG OF CRUSHED
3 900 t
4 1,00 0 6' 0" F VE CEP , ob r : - f t�G�
- - - -
A L EPIC EC °•
JND
EF T ` ' c� •
A� I- CONSIDER AN EXPANSION ATTIC AS AN ADDITIONAL BEDROOM
° a
2-ADD 50 GALLONS CAPACITY FOR EACH BEDROOM OVER FOUR - ' \ = `
(B) CESSPOOL BASED ON 50 SQ. FT. WALL AREA REQUIRED RFR EEDEC^M - ---- al _.; j �L `�` �' , --tl _` � „t _ � _
i, C) STEEL SEPTIC TANKS TO BE COMMERCIAL STANDARD I7 -62 OF US DEPART TENT
OiJMMERCE CONCRETE SEPTICTANKS TO HE USED AS MANUFACTURED 3Y NORN,A`KCONCRETE PRODUCTS, GLCNS FALLS, N W PORK, OR FQ'JAL TO ARE SUBJEC? 2 yl'T; O GROUND '.ti(AEF:
APPRO,/AL OF LOCAL HEALTH DEPT. __FFICE. _ �kUSH v STDNF
_ - -
(D) 2 BEDRr)O" 1 HOUSES NEED ONLY EMPLOY I SEEPAGE PIT
(E) GARE:,,- _ F_ GRINDERS ARE INSTALLED, CAPACITY IS > B= ;N RF GE_
-_-
i