HPSC43546
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✓IC`JNL TO SHED `PIA LR NLI:SS UNDER
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N� II✓r `SOIL B�iC l _L 1ES
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ROAD'S AND
06/06/13
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09/29/11
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08/22/11
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REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
VlirllfJ IvOI`vL/Y'J iJ
P LT
I 'ERFA,-;NEI I Pi,PPKER
(NO CHANGES THIS SHEET
03/23/11
A
/-14
REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
I
/
10/14/10
LG
REVISED PER BOARD COMMENTS
TAPE c" C -EP--
---
--.-c . r IIT FOR I V ,�, .. �,
�E. Vi,.,� R RLC, A 1LNUE1� DEPTH
12" (v'',IIN.)
�;F;:r
I I: I
��
(NO CHANGES THIS SHEET
-
-
SQ_ PIPE, ,,STACII.F--
-�-,
P' C -> .._L..
SUBMITTED FOR PRELIMINARY SUBDIVISION REVIEW AND AREA VARIANCES
�—
,�.,..
✓ 1
A 1� I', IH
,� - I; �� ✓
AS SHOWN ����,
�H� C SEA I ...
-AN
(MIN 4-e BEDi) NG ,AROUND PIPE)
®�
�.
_� -1T�
- -
MA;<.IMUM 10% PASSING 200 SI -VC)
I
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(THIS SHEET NOT SUBMITTED
04/15/09
C\
SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD)
-3 ---
III D 15„
GRAVITY SEWER TRENCH NOTES:
I, SOIL PIPI (BiJll_DII`JG TC) SEPTIC 11NK) - 9'T C('VER MIN
2) Elf' UEN F PIPE IN NON- TRAFFIC Ar E/VA. :
-1' MIN COVER (9 25' RUN
1'-6" PAIN CO' /ER @ 25'-40'
2' MIN COVER @ 40'4+-
3) IN TRAFFIC AREAS PROVIDE 3' OF COVER CANNOT BE ACHIEVED THEN
PROVIDE A PROTECTIVL CASING
4) IN TRAFFIC AREAS IF 4' OF COVER CANNOT BE ACHIEVED THEN PROVIDE
2" RIGID FOAM INSULATION & FASTEN SECURELY TO 'PIPE.
'22 WASTEWATER GRAVITY SEWER TRENCH
✓ SCALE: N.T.S.
TBFAII_D LUPiIBER PVIARKER
ABOVE ALL BI_iRIE) COW NS;
SE( LcI-
JI-L %// GRADE
PROVIDE ADJU �TABI F -VL
1----�DLVICL ON ACI1 OUTS)
INLET T—,>
nI / it zI 4' PVC CRAVITY SEWER
FOR! MILLE' 4 3CX. -�3 , .�L . ,Qx. / : 1, r O.Si N SI GPE
_ __ .....i z ._
1SIL AS RLQUI \..L) HJR SAI ISR/ L�
24 DISTRIBUTION BOX
SCALE: N.T.S.
NATIME BACKFNIJ_
H-IOR01,)GIHI-Y CO APA"TED
i
FORI PIRECAST
_ II( Ir` K U LQUIVAL F -NF
12 ( Iv I'N . ; -I---
CFUSHF-D STONE FJUtiDATICN
`„"TERTIGrT MANHOLE FRAME COVER;
i-SYBEACUSL CASTINGS :'1502 OR EQUIVALENT,
Y _ -
GRADI TO urvAIN /IV!„r T1�i.or,1 �ovl-_Fz
/ PRECAST I�UIJCRETE
2'-J"j--RISER AS REG'D
If-LU
I�I
PIPE,
INSTALL
�
A, 5f I I1�I�,.,.I. 1 GI PL4J
1 , OUTLET ----
8" NON --SHRINK GROUT
INV':N.
023 SEPTIC TANK DETAIL
SCALE. I T S.
END PLATE WITH
,., , AiLi'.i.A-
4" PVC EQ JAI IZA110iL1 PIPE
12" MIN. OF CI_EA I SIAND 5
OR PEA GRAVEL FOUNDATION
CAL,_: N.T.S.
MODEL_ A1300 -4x22 -'V'1-1335 RESI'DFNTIAL
"ZABEL” FILTER OR EQUIVALENT
6" (MIN.)
PROVIDE EXTENDED BASE FOR
ANTI -FLOTATION PURPOSES
OR EQUIVALENT AS REQUIRED
UNDISTURBED NATIVE SOIL
11 CK C rG 'P1 IZER 24°
IN ILIRAIION ('HAVIBERS
A3 EFFECTIVE -
l" �=Asc DI�TRIBo1orR
FROM DISTRIBUTION BOX
END PLATE WITH
STANDARD INVERT
GEiNERAI NOTES
0-1) CONSTRUCTION OF NEA/ PIPING, TANKS, AND l_EAC :IAIG SYS -7E.4 STALL BE IN CONFORMANCE WITr, T -IE NYS DEPT
Or HEAITU SJASTE'�VA ER STANDARDS, AND DETAILS/ SPECS ON THESE DCCU"'IENT CONFLICTS S'HAL' BE BROUGHT HD
ENGINEERS ATIINTION 'PRIOk TO COXSTIFIJCTION
WASTEWATER SYSTEM USE:
U-1) NEW VASTEV"A ER DISPOSAL SY 'EM IS DILS'GNED FOR DOI,IESTIC SANITARY WASTE ONLY AT A GENERATION RATE
CIF- NO ti1ORE THAN 1 0 GAL ONS PEN -JAY P_. H_JROOM- LO'Ai F_CW N!�ATh FIXTUR-S (LE 1 G GAL/FLUSH TOILETS,
?--_4 GALLON PER `.. NU'E FF,J LTS AND SHO cn I_AD�, _TC.) `'�US� BE INS ALLED THROUv OUT THE
RES IDENC\FACILITY. DRAINAGE FROM FLOOR DRAMS, FOOTING DRAMS, EAVE TROOCHS, AND B✓ICK4JASH NAT --P FROM
SWIMMING POOLS, WHIRLPOOLS, JACUZZIS, WA- R SOFTF ERS AND 4IAFER TREATMENT SYSTEM FAUST B'. DISPOSED OF
OTHERWISE AT THE DIRECTION OF FHE OWNER.
SPECIFICATIONS:
TANKS / STRUCTU<ES:
T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MIi..FR CO NC., OR rQUiVALENT. R ERcNCES TO
PEACE DUTY REFER IG -CRU _RCO.'E�IrI C FOR 11-20 LO DIN'
F--2) THE LQGAlIOGS OF ALL D dED STRUCTIJ tL i THAI 3C CUCvI✓1CNTED BY INS A 'ATION G` , fit MAN
MARKER(S) OVER CUV t(S), ADD MEA SIURENIENT TIES" 10 PERMANENT STRUCTURES SII0,,',N ON THE 'RECORD
DR ,NINGS' (SEE GENERAL LI7 )
T--3) ALL TANKS SLI b LLaI SEASONALLY J. _ Y HIGH CR JNL I!rLz EcJF101N� SHALL HE w�r"H
z D �Cr�� S13
L_
FI 0T �IIvN USII'., n�,LY DJI f TANKS vJ/ b F/, I. ADcD N'EGhAL 3hSES, L)r2 �Y a\v ATfERN\FVr Iv_ riJD APPROVED
Br ENGINEER.
T -4) TANKS\IRUC IU REFS SQA Es= SEAMLESS CONS IRIJ LION OF ` A1_t WNV WA ER'P i� OINTS (ASI.q L1227).
V!✓+'.I. PENETRATIONS CHALL BE S _EV _';SI FF'F TO BE `SEALED 10 UiF A I- `NIT NON S KINK GRO,✓T, AND THE
PIPE SEALED TO TI -I- SLEEVE �NlfH A _R;IGH1 REP: ENI RL -BER S_��L. �TANKS TO 6�BSIED TO DrLIJMENI WATER
TIGHTNESS FSY METHOD APPROVED ByNG! EFP "-NG!NEER TO `'IITNCSS)
I-5) I_ANKS/5T'RUCI' RES INSTALLED IN TRAI"I ANI -I'S SI-1ALL BE EXTRA HFAVY COINSiRUCI,GIJ DESIGNED FOR(H-20)
U>HFEL LOADING.
T-6) CONTRACTOR J `1STA_- TANKS/ APUCTURES TO (RFLATIvE) ELEVATIONS SHOWN; DOCJ RENT ELEVATIONS OF
EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
F-/; FOR EEPNc T NKS PL 1R Ti IN SERIES THE ZA.'BEL" I'_TEk SHALL BE LOCAL J ON I OJ LET OF HE
DOr fISiRE✓A IANK ONLY. FRAVE AND COVER TO 3E PROVIDE: JV ? "ZABR" FILIFE3 AND P rtl',.NEv A 1,ARKERS
OVER ALL OTHER TANK OPE", TNG S UNLESS OTHERWISE D F"TED BY OWNER.
PIPING SPECIFICATIONS:
P-1) ALL GRAVITY 'DIER SHS, -L BE PVC SD:IR 35, ASTIJ D3034; INSTAL_ IFI .ACCORDANCE V,I ASTM D2321. ALL
GRAVID'( SETTER SHALL BE LEAKAGE TSTE.D BY A MF_THCD APPROVED BY ENGINEER. r,LL RAJ SEv;A,,F GRAVITY
SLVJERS ARE TO BE P�SIALL E -J AT 2% ;L11NIMUN' SLOPE RTD ,ALL EF�LUENi �RA✓�IY PIPING S 10 BE INS`ALLED Al 17
MINIMUM SLOPE.
LEACHING SYSTEM:
L-1) LEACH MELD/3E7 SHALL 3E (INSTALL .. IN ACCORD ^' Viffll A FM F481 UNLESS OFHER%VISE DIRECTED HEREON.
L--2) INSTALL LEACHING CHA✓IB'R UNITS PER VANUFACLJR RS RFCOW/--Iv'DATIONS UNLESS 0 HERIAPSE D RETED
hLI,EQIN.
L-3) CONTRACTOR TO VERIFY CONSISFNr S01 CONDITIONS IN AREA OF IFA(,HIVG AR.-, PRIOR TG CONSTRUCTION;
ENGINEER AND/OR O /NE'R TO BF NOTIFIED IMMEDIATELY OF INr_C,NSISIENCIFS.
L-4) IN NO CASE SnALL WILL ED EQUIPMENT, EXI_rT PLOWS 'laRE REQUIRED, BE ALIOA1D DIRECTLY ON INE
NATIVE SCIS WITHIN 71FE LIAI"HING AREA FO.ITPP,,NT. TRACKED EQUIPMENT SIIAL.i_ 37 USED FOR INSTALLATION, AND
HLRE FILL 14AIERAI IS REQJiRED, 11 SHALL BE PULPED AT THE EDGE OF `HE LEA :TNG AREA AND P 1SED IN
PI ACE AHEAD Or T EIIUIP�b1E'NT. TRACKED E �' .-IIT SrA_L BL✓.R DIRECTLY ON L 0.1INIM'�M OF ILL MATERIAL
AND NOT O'NI NATIVE SOIL.
L-5) CONTRACTOR I) +NSTA!L 1_EACHINS SYSTEM TO (R LiV"VE) ELEVATIONS SHOWN; JOCUMC`1 ELEVATIONS OF
EXISTING FEAilJRES PRIOR TO START OF CONSTRUCTION.
No
'TRUCTI
If SSUE-1 D FOR CO k,,/ Ao1q
"DOCUMENTS PROVIDED IN SU PPOIAf OP TI ITS DESIGN NVIY BE QSED ONLY FOR THE USE SPEC IPIED R7'I HE "ISSUE/REVISION" BLOCK BELOW. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORA I'ED IN ANY SUBSEQUENT DESIGN WORT:, WITI LOUT TI IE WRI'1"FEN CONS EN'I'OF JARS. ET'F ENGI NE P RE, PLLC. ONLY DOCUMENTS LABELS AS "ISSUED FOR
CO EST RUCFION I MAY BE USED FOR SAME. USER SHALL HOLO) JARRE'Pf ENGINEERS, PLLC IIARMLESS AND DEFEND JARRET"f ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
03/24/14
/1 \
ISSUED FOR PLAT FILING & CONSTRUCTION
-
(NO CHANGES THIS SHEET)
06/06/13
_
(FINAL PLAT & NYSDOH PERMITTING)
NO CHANGES THIS SHEET)
11/15/11
v
REVISED PERTIDE & RE SUBMITTED FOR SUBDIVISION REVIEW
THISCOMMENTS
09/29/11
�J
REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
(NO CHANGES THIS SHEET)
08/22/11
l lj
REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
(NO CHANGES THIS SHEET
03/23/11
A
/-14
REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
NO CHANGES THIS SHEET)
10/14/10
LG
REVISED PER BOARD COMMENTS
NO CHANGES THIS SHEET)
08/16/10
REVISED PER TOWN ENGINEER/STAFF COMMENTS & NEW ZONING REQUIREMENTS
(NO CHANGES THIS SHEET
03/15/10/E\
SUBMITTED FOR PRELIMINARY SUBDIVISION REVIEW AND AREA VARIANCES
(NEW SHEET)
10/08/09
SKETCH PLAN REVIEW (PLANNING BOARD &ZONING BOARD)
(THIS SHEET NOT SUBMITTED
04/15/09
C\
SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD)
(THIS SHEET NOT SUBMITTED)
02/13/09
!B�
SUBMITTED FOR ZONING BOARD DISCUSSION
(THIS SHEET NOT SUBMITTED)
11/17/08
/A,
SUBMITTED FOR PLANNING BOARD DISCUSSION
(THIS SHEET NOT SUBMITTED)
DATE
REV #
ISSUED / REVISIONS
H. THOMAS JARRETT
P.E. # 57509
COPYRIGHT O 2014
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED IF -E
AND VALID
ALTERATION OF THIS DOCUEDIKEXCEFT
BY A LICENSED ENGINEER IS UNLAWFUL.
WASTEWATER DETAILS & SPECS
RESIDENTIAL SUBDIVISION
SICARD PROPERTIES
GLEN LAKE ROAD
TOWN OF QUEENSBURY, NEW YORK
JARRETT Engineers, _'LLE
Civil & Environmental Engineering
is
12 EAST WASHINGTON STREET PHONE: (518) 792-2907
GLENS FALLS, N.Y. FAX: (518) 798-1864
MARCH 2014 PRO # 07-008 SHEET: 19 OF 25
BASESHEET: 22 x 34 PLOTTED/ REVISED:03/24/14 10:00 AM