scan013WATER AWN PIPE, TYP,
C478 -86n t AL HEIGHT OF ADJUSTMENTS - ASTM D3034; SDR_26 far burial exceedIng 14 feet 3000 PSI CONCRETE
TO BE BE THRUST BLOCK, TYP. A' 3000 Psi CONCRETE
BETWEEN 6 AND 12 INCHES. 2 Sanitary MarM,oh Invert IIner Preformed Plastic oomp"te ReNner THRUST BLOCK, TYPICAL -/j1 L A
ECCENTRIC CONE SECTION 3 Sonitary Manheie PrOdNOt, N InarN,feClured by Duran. Inc. SECTION A -A' L
drop bowl A PM« preformed PVC PLAN VIEW OF TEE INTERSECTION PLAN VIEW OF WATER MAIN FITTING
JOINT MAGE WATER TIGHT OR FLAT TRAFFIC TOP drop bowl ! PIM. 00 merwfacturd by Ouron, Inc.
WITH BUTYL ROPE BTWNPLUG ALL LIFTING HOLES 4. Water pips; Cement cement lineal duetNe fps, door 30, AWWA 0151; on DiInstalled In
MANHOLE SECTIONS - APPLY accordance with AWWA C600 MINIMUM REQUIRED BEARING AREAS a DIMENSIONS FOR CONCRETE THRUST BLOCKS
BITUMASTIC JOINT COMPOUND WITH CEMENT MORTAR 3. Fire hydrant: Town of Queensbury Standard thread,
operation, and colorer MUONW Super Centurion A_423. PIPE TEE (NOTE •1) 90 11/4) BEND
ALL AROUND AFTER ASSEMBLY ASPHALT BITUMFACE) STIC SEALER S. Water valve nslhnt wedge, cost -Iron valve box to SIZE 45 (I/8) BEND 22.5 G/161 BEND 11.25 11/32) BEND
(OUTSIDE FACE) grade. TOS of Quesnsbur tip.) EA DIMENSi0N3 AREA DIMENSIONS AREA DIMENSIONS
SANITARY MH ONLY 7. Manha{e; Precast eenorste, ASTM C478, AASHTO H-ZO rotIng, bitunloetb coating anda►d aperotlon; AWWA CSOB. DtMEfNSION AREA DIMENSIONS
MANHOLE STEPS - COPOLYMER SOFT D x L SO.FT D x L SOFT
POLYPROPYLENE PLASTIC 8. Storm "n PIM; D x L SOFT p 31 L SOFT D x L
ENCAPSULATED 1/2. GRADE 60 {dR'E. ASTM 03330, AASHTO M294. 3" 1.39 1.0311.8 1,96 1.0312.0 1.06
STEEL REINFORCEMENT NOTES MANHOLE DEPTH AS REQUIRED RAW S 0.34 0.8x0.8 0. 7 _2&2-A_
USING 24, 38 OR 48• 4' 2.04 1.3312,0 2.88 1.38x2.0 1.36 1.3w.3 0.T1
TEMPORARY E 0.8x1.3 0.40 0.U.0
PRECAST SECTIONS TEMPORARY
EXISTING
TNG FORCE 6" 4.3 1.8x2.3 5.36 2,0313,0 3.22
L� 1.3x2.3 1.63 L3x1.3 0.83c.{,
SCM 80 PVC 8" 724 2.Sx3.0 10.3 2.8x3.8 3.6 2.3x2.3 2.9 1.54.0 1.5 LOxl.S
5" 48' DIAMETER 5. PREFORMED pRso PVC RATgD
FORMED CONCRETE BENCHES, MON. PVC DROP BOWL SANITARY SEWER r SAND COUPLING yy s
SLOPED H PER FT, MIN. J •I, t+NN• a PIPE vM ut
STORM MH ONLY 1 MR TM APPLY To TED, tHo Rues, CMS, Aro TAPPINS INAtM.
B• !' NINNRRI RE0UP" K~ ARM ARE OM To T"NueTe C"SES sY no P.e.l. WOMaNs PREMM PLue Sou „e P.&I euRK ALLft"CE
SEE PLAN AND PROFILE FOR PIPE INVERT ELEVATION I RE«A.Twe IN ns P.e,I. INTERNAL PRES"r
A' REDLINES KAKAS AREAS ARE "NO ON ALLOWAOLE SOIL KARIM CAPACITY OF E000
SEWER PIPE SIZE a TYPE (SEE PLAN a PROFILE), TYP. S-2 EXISTING FORCE SOIL ooNNyN*4 s"" MAY K ENcouNTEREo PCuNCS PER
�j By MULTIPLYING THE ISSIMM REWMD KARINO THE WOW THRUST OLOON YMIARE Fool P011 RAND. Du[ TO OTHER
S MAIN MEA e1rEN IN THE TAOLE KARMIe AREAS MAY K NaDIPISO K TAR:
FLOW IN 7 J INTEGRAL WALL a g,RgE SECTION •KOR-N-SEAL• SANITARY ECTON P'KTORs KLow• THE cop aAc7OR OWL WTWY THE OWN[tR THE APPROPRIATE RIE SM AND � YP THE �
01 to PENETRATION SLEEVE MANHOLE THE CONTRACTOR SHALL NOT "SeeW THE mftm D TI/MIIT Kam sap SxT►IOtrr THE rrawuRiE�N w �+ ARE NeT SAw.
• FLOW OUT II fSMH H38) PENETRATION ALuwIASLE sax. PRpe{RIE
1/8` THICK x 2' WIDE 3 rte IYI{LY.NpE„fipll�pr a"
_ e• >cnott EAGnEa
s STAINLESS STEEL 11 � �r �
PREFORMED PLASTIC ° ` S.S. WALL SAO
COMPOSITE INVERT LINER RESTRAINING STRAP ANCHOR LAND t0o0
3- ' BENT AROUND DROP LOO
. PIPE SECURED TO M.H.
COS.S. BASE MND a eRAva oaT
' ANCHOR aeon
CONCRETE BENCH a OMWO w�QAY one
oro (SEE NOTE 13 BELOW) T •O WALL W/ 1/2• s x 3" LG. HEX HEAD B" IIARo slws4000
� 12" MIN. _
STAINLESS STEEL 10.000 o sO
FLEXIBLE PIPE -TO -MH - - -cc) ° CRUSHED STONE BEDDING �' ° --� ANCHOR BOLTS. 4, If WJCK PEAT. OR RECENTLY KMEO RLLuSTSSHALL K RESS�
STEE
o D ° -` .:+.L. . ° A-TEMPORARY
ALL A4 AND CUMAftawl TTHHES NEELALLL PRO OS OPILE OONFNMx1AR T MCNTg_2 JOINT (TYP.) -� - WRAPPED ill FILTER _i o THRUST DIRECT FORCE MAIN SUCH WITH THE
SANITARY AIH ONLY HITT- - _ FABRIC (SEE SPECS.) o ° o BypbASE ELBOW ELM RESTRAINT ITYP) TO DOWNSTREAM TROUGH ENeINECR;tIs SERVNxs tHM"P,� h STATE KAT NoOMM,•RofW�OAI EN ICON"
ITyp1tIN. - THE C NTPAEft"O Tak STALL WVD ANY OTHER MiPPOR,INO DaCtMKMAT1pN Af DEEMED
UNDISTURBED EARTH P CLEAR MIN. • FITTING DIRECTED NDCOT� TOR Mrll K SUSMTTEp To THE
TYP. - TO TROUGHVM=n ENONIEER OF RECatD FOR CONTENT A
- SANITARY MANHOLE AT EXISTING FORCE MAIN e' ALL CAST" OSNNC Ell nwnT ��O TO THE EHW=R HI
OF O w A N/MRIM CONN, CONTENT a oro OUNC K wIIST1ewTEp a. 7000 PM
TES: THRUST elocxs SIHLL. SEAR AeANST PeuNos PER WINC YARD AND A NAlelai
U ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES NOTES, AREAS SntALI K sAKo oil THE ACTUAL �IrAccT L OF
ASANNIT SLOPED TRENCH WALL IF1) BACKFILL MANHOLE HALL E K IN ACCORDANCE WITH THE AT
SPECIFICATIONS 1) ALL WORK SHALL BE COORDINATED WITH A.C.C. FACILITIES SUCH THAT NO LOSS OF SERVICE OCCURS. T'. �IN SLom:rft 1 AML THE T~ KAM AGAINS
� IN COINVTM
A
DROP MANHOLE -SANITARY RtieTRAIN►�ANCNO "ftwAeeEM W OWL NOT OVERLAP ANY RPE
THkW
SEE DETAILS el a e2 . SHEET SO -3, FORM THE CONTRACTOR SHALL BE PREPARED TO MAKE EMERGENCY PIPE REPAIRS IF FORCE MAIN IS DAMAGED R oHAANOWAN. ALL E PrTrnrw CH A �En S
MANHOLE INVERT CHANNEL AND BENCH DETAILS. (WHERE ►NDICJtTED ON PLAN OR PROFILE) OR BROKEN DURING CONSTRUCTION. elBAll K PLACED IN Sup+ A TANNER SO M NOT TO /ITER
FLTAM
2) ALL MANHOLE PIPING AND DOWNSTREAM STRUCTURES SHALL BE INSPECTED AND APPROVED FOR USE PRIOR ulaawRouNo uTx
BLOOM WHICH LL KMAY MAPREVENT CONCRETE Y NOT K wP � AM
TO COMPLETION OF ACTUAL FORCE MAIN SWITCH -OVER TO GRAVITY SEWER. colltlnl7E TAAM �� e►uON K PLACED w eTO A MANNER SO M NOT GEM
3) EXISTING FORCE MAIN SMALL SE TEMPORARILY DISPLACED/RELOCATED PARALLEL TO GRAVITY SEWER AND TNKIt THERE M NOT AT LWT A p FOOT MIIIBaIy ME►EMTNIN KTW[Et To THE IK�1 0
YSEWER /STORM DRAIN MANHOLE DETAILADEQUATELY RESTRAINED. TINRTEIN AMROMAL N RECEIVED PInaM eoTH THE urluTr owwnl ANN► THE ENMNSM
:,)AANrrAR
4
N.T.S. SANITARY MANHOLE o EXISTING FORCE MAIN 6 THRUST BLOCKS DETAILS/NOTES
`
SAW -CUT EXIST. PVMT. IN TRUE LINE KEY
N.T.S.
SHOWN. TACK COAT EXPOSED EDGES OF EXIISTT. PVMT,
PRIOR TO PLACEMENT OF NEW PAVEMENT.
-•• NOTICE ••`
LAWN RESTORATIONB•
PVMT. RESTORATION
L FIELD LOK ten
3 3.000 Psi MIN. CAST -IN-
CONCRETE
TOPSOIL I SEED
A9 SPECIFIED NEW PVMT., SEE DETAIL
t AN materials and detest Shall conform with TpeSI cf q;+Nn " Department of Wastewater Standard SPsCINcotione�
2.
WRAP FITTING WITH 6 MIL POLYETHYLENE WATER MAIN PIPE, TYP,
HEAVY DUTY MANHOLE
FRAME AND 8" 24'
i, Kwin L. Hast Ings, Registered Professional Engineer in
the State of New York License No.
current rwision,
AN testy sewer work Shah be Inspected dolly with accurate documentation of As-BuIN condh{ons,
PLASTIC PRIOR TO CONC. PLACEMENT, TYP.
PLACE CONC. THRUST
COVER • 9•
CAMPBELL e1008 OPENING
Sanitary sewer system fOcHllles, and storm drainage
facilities for this project haw been designed
3. AN grsvky eswaS shop be air tested for Infiltration/eXiNtroti n In acoordorlce with UNI -B-6 and ASTM C828.
4. AN groNty eelwn .hap b.
BLOCK A
AGAINST UNEXCAVATED/
UNDISTURBED EARTH -
PROPOSED
CEMENT MORTAR FIN, GRADE
NEW YORK STATE DEPT, OF HEALTH
Inepected using tsie-video equipment and tape recording 0WIp hent.
3 upon completion of watt, the As-BIINt
-
ALL AROUND FRAME
record drow4hgs, testing documentation a►►d video t ape records shah be delhwed to the Town
No
W
8' IMAX.
EACH
WNO 30•
ADJUST TO GRADE WITH
PRECAST CONCRETE OR MULTI-
OR WA R CIM)pLy, of QueortsburX
t. AN materials cnd dsteNs ahW conform with Town of Queensbury
Y Water Department Standard Specifications,
W
AS READ
•
PRECAST CONCRETE MANHOLE ata
PURPOSE RUBBER COMPOSTION
EXTENSIONS AS REO'Dt CEMENT
2• AN wotor moIne cur, nvbkm
shall be Installed and hydrostats pressure tested In "CONance With AWWA 0600
MAIMAJ
SECTIONS AS REQUIRED
MORTAR SHALL BE PLACED BTWN
- standards.
N
�P
MANUFACTURED IN ACCORDANCE
WITH ASTM
CONC. SECTIONS a ENTIRE EXTERIOR.
T
I. Gravity sewer pips DVC SDR
TW
WATER AWN PIPE, TYP,
C478 -86n t AL HEIGHT OF ADJUSTMENTS - ASTM D3034; SDR_26 far burial exceedIng 14 feet 3000 PSI CONCRETE
TO BE BE THRUST BLOCK, TYP. A' 3000 Psi CONCRETE
BETWEEN 6 AND 12 INCHES. 2 Sanitary MarM,oh Invert IIner Preformed Plastic oomp"te ReNner THRUST BLOCK, TYPICAL -/j1 L A
ECCENTRIC CONE SECTION 3 Sonitary Manheie PrOdNOt, N InarN,feClured by Duran. Inc. SECTION A -A' L
drop bowl A PM« preformed PVC PLAN VIEW OF TEE INTERSECTION PLAN VIEW OF WATER MAIN FITTING
JOINT MAGE WATER TIGHT OR FLAT TRAFFIC TOP drop bowl ! PIM. 00 merwfacturd by Ouron, Inc.
WITH BUTYL ROPE BTWNPLUG ALL LIFTING HOLES 4. Water pips; Cement cement lineal duetNe fps, door 30, AWWA 0151; on DiInstalled In
MANHOLE SECTIONS - APPLY accordance with AWWA C600 MINIMUM REQUIRED BEARING AREAS a DIMENSIONS FOR CONCRETE THRUST BLOCKS
BITUMASTIC JOINT COMPOUND WITH CEMENT MORTAR 3. Fire hydrant: Town of Queensbury Standard thread,
operation, and colorer MUONW Super Centurion A_423. PIPE TEE (NOTE •1) 90 11/4) BEND
ALL AROUND AFTER ASSEMBLY ASPHALT BITUMFACE) STIC SEALER S. Water valve nslhnt wedge, cost -Iron valve box to SIZE 45 (I/8) BEND 22.5 G/161 BEND 11.25 11/32) BEND
(OUTSIDE FACE) grade. TOS of Quesnsbur tip.) EA DIMENSi0N3 AREA DIMENSIONS AREA DIMENSIONS
SANITARY MH ONLY 7. Manha{e; Precast eenorste, ASTM C478, AASHTO H-ZO rotIng, bitunloetb coating anda►d aperotlon; AWWA CSOB. DtMEfNSION AREA DIMENSIONS
MANHOLE STEPS - COPOLYMER SOFT D x L SO.FT D x L SOFT
POLYPROPYLENE PLASTIC 8. Storm "n PIM; D x L SOFT p 31 L SOFT D x L
ENCAPSULATED 1/2. GRADE 60 {dR'E. ASTM 03330, AASHTO M294. 3" 1.39 1.0311.8 1,96 1.0312.0 1.06
STEEL REINFORCEMENT NOTES MANHOLE DEPTH AS REQUIRED RAW S 0.34 0.8x0.8 0. 7 _2&2-A_
USING 24, 38 OR 48• 4' 2.04 1.3312,0 2.88 1.38x2.0 1.36 1.3w.3 0.T1
TEMPORARY E 0.8x1.3 0.40 0.U.0
PRECAST SECTIONS TEMPORARY
EXISTING
TNG FORCE 6" 4.3 1.8x2.3 5.36 2,0313,0 3.22
L� 1.3x2.3 1.63 L3x1.3 0.83c.{,
SCM 80 PVC 8" 724 2.Sx3.0 10.3 2.8x3.8 3.6 2.3x2.3 2.9 1.54.0 1.5 LOxl.S
5" 48' DIAMETER 5. PREFORMED pRso PVC RATgD
FORMED CONCRETE BENCHES, MON. PVC DROP BOWL SANITARY SEWER r SAND COUPLING yy s
SLOPED H PER FT, MIN. J •I, t+NN• a PIPE vM ut
STORM MH ONLY 1 MR TM APPLY To TED, tHo Rues, CMS, Aro TAPPINS INAtM.
B• !' NINNRRI RE0UP" K~ ARM ARE OM To T"NueTe C"SES sY no P.e.l. WOMaNs PREMM PLue Sou „e P.&I euRK ALLft"CE
SEE PLAN AND PROFILE FOR PIPE INVERT ELEVATION I RE«A.Twe IN ns P.e,I. INTERNAL PRES"r
A' REDLINES KAKAS AREAS ARE "NO ON ALLOWAOLE SOIL KARIM CAPACITY OF E000
SEWER PIPE SIZE a TYPE (SEE PLAN a PROFILE), TYP. S-2 EXISTING FORCE SOIL ooNNyN*4 s"" MAY K ENcouNTEREo PCuNCS PER
�j By MULTIPLYING THE ISSIMM REWMD KARINO THE WOW THRUST OLOON YMIARE Fool P011 RAND. Du[ TO OTHER
S MAIN MEA e1rEN IN THE TAOLE KARMIe AREAS MAY K NaDIPISO K TAR:
FLOW IN 7 J INTEGRAL WALL a g,RgE SECTION •KOR-N-SEAL• SANITARY ECTON P'KTORs KLow• THE cop aAc7OR OWL WTWY THE OWN[tR THE APPROPRIATE RIE SM AND � YP THE �
01 to PENETRATION SLEEVE MANHOLE THE CONTRACTOR SHALL NOT "SeeW THE mftm D TI/MIIT Kam sap SxT►IOtrr THE rrawuRiE�N w �+ ARE NeT SAw.
• FLOW OUT II fSMH H38) PENETRATION ALuwIASLE sax. PRpe{RIE
1/8` THICK x 2' WIDE 3 rte IYI{LY.NpE„fipll�pr a"
_ e• >cnott EAGnEa
s STAINLESS STEEL 11 � �r �
PREFORMED PLASTIC ° ` S.S. WALL SAO
COMPOSITE INVERT LINER RESTRAINING STRAP ANCHOR LAND t0o0
3- ' BENT AROUND DROP LOO
. PIPE SECURED TO M.H.
COS.S. BASE MND a eRAva oaT
' ANCHOR aeon
CONCRETE BENCH a OMWO w�QAY one
oro (SEE NOTE 13 BELOW) T •O WALL W/ 1/2• s x 3" LG. HEX HEAD B" IIARo slws4000
� 12" MIN. _
STAINLESS STEEL 10.000 o sO
FLEXIBLE PIPE -TO -MH - - -cc) ° CRUSHED STONE BEDDING �' ° --� ANCHOR BOLTS. 4, If WJCK PEAT. OR RECENTLY KMEO RLLuSTSSHALL K RESS�
STEE
o D ° -` .:+.L. . ° A-TEMPORARY
ALL A4 AND CUMAftawl TTHHES NEELALLL PRO OS OPILE OONFNMx1AR T MCNTg_2 JOINT (TYP.) -� - WRAPPED ill FILTER _i o THRUST DIRECT FORCE MAIN SUCH WITH THE
SANITARY AIH ONLY HITT- - _ FABRIC (SEE SPECS.) o ° o BypbASE ELBOW ELM RESTRAINT ITYP) TO DOWNSTREAM TROUGH ENeINECR;tIs SERVNxs tHM"P,� h STATE KAT NoOMM,•RofW�OAI EN ICON"
ITyp1tIN. - THE C NTPAEft"O Tak STALL WVD ANY OTHER MiPPOR,INO DaCtMKMAT1pN Af DEEMED
UNDISTURBED EARTH P CLEAR MIN. • FITTING DIRECTED NDCOT� TOR Mrll K SUSMTTEp To THE
TYP. - TO TROUGHVM=n ENONIEER OF RECatD FOR CONTENT A
- SANITARY MANHOLE AT EXISTING FORCE MAIN e' ALL CAST" OSNNC Ell nwnT ��O TO THE EHW=R HI
OF O w A N/MRIM CONN, CONTENT a oro OUNC K wIIST1ewTEp a. 7000 PM
TES: THRUST elocxs SIHLL. SEAR AeANST PeuNos PER WINC YARD AND A NAlelai
U ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES NOTES, AREAS SntALI K sAKo oil THE ACTUAL �IrAccT L OF
ASANNIT SLOPED TRENCH WALL IF1) BACKFILL MANHOLE HALL E K IN ACCORDANCE WITH THE AT
SPECIFICATIONS 1) ALL WORK SHALL BE COORDINATED WITH A.C.C. FACILITIES SUCH THAT NO LOSS OF SERVICE OCCURS. T'. �IN SLom:rft 1 AML THE T~ KAM AGAINS
� IN COINVTM
A
DROP MANHOLE -SANITARY RtieTRAIN►�ANCNO "ftwAeeEM W OWL NOT OVERLAP ANY RPE
THkW
SEE DETAILS el a e2 . SHEET SO -3, FORM THE CONTRACTOR SHALL BE PREPARED TO MAKE EMERGENCY PIPE REPAIRS IF FORCE MAIN IS DAMAGED R oHAANOWAN. ALL E PrTrnrw CH A �En S
MANHOLE INVERT CHANNEL AND BENCH DETAILS. (WHERE ►NDICJtTED ON PLAN OR PROFILE) OR BROKEN DURING CONSTRUCTION. elBAll K PLACED IN Sup+ A TANNER SO M NOT TO /ITER
FLTAM
2) ALL MANHOLE PIPING AND DOWNSTREAM STRUCTURES SHALL BE INSPECTED AND APPROVED FOR USE PRIOR ulaawRouNo uTx
BLOOM WHICH LL KMAY MAPREVENT CONCRETE Y NOT K wP � AM
TO COMPLETION OF ACTUAL FORCE MAIN SWITCH -OVER TO GRAVITY SEWER. colltlnl7E TAAM �� e►uON K PLACED w eTO A MANNER SO M NOT GEM
3) EXISTING FORCE MAIN SMALL SE TEMPORARILY DISPLACED/RELOCATED PARALLEL TO GRAVITY SEWER AND TNKIt THERE M NOT AT LWT A p FOOT MIIIBaIy ME►EMTNIN KTW[Et To THE IK�1 0
YSEWER /STORM DRAIN MANHOLE DETAILADEQUATELY RESTRAINED. TINRTEIN AMROMAL N RECEIVED PInaM eoTH THE urluTr owwnl ANN► THE ENMNSM
:,)AANrrAR
4
N.T.S. SANITARY MANHOLE o EXISTING FORCE MAIN 6 THRUST BLOCKS DETAILS/NOTES
`
SAW -CUT EXIST. PVMT. IN TRUE LINE KEY
N.T.S.
SHOWN. TACK COAT EXPOSED EDGES OF EXIISTT. PVMT,
PRIOR TO PLACEMENT OF NEW PAVEMENT.
-•• NOTICE ••`
LAWN RESTORATIONB•
PVMT. RESTORATION
L FIELD LOK ten
3 3.000 Psi MIN. CAST -IN-
CONCRETE
TOPSOIL I SEED
A9 SPECIFIED NEW PVMT., SEE DETAIL
THRUST
3 BLLOOCKE
MIN
KEY
EXIST. PVMT.
i, Kwin L. Hast Ings, Registered Professional Engineer in
the State of New York License No.
076269, do hereby
certify that the street system, water system facilities,
T.
Sanitary sewer system fOcHllles, and storm drainage
facilities for this project haw been designed
k ,
:.:�, : •;:•";,.'•...,,'," SUBBASE MAT'L.;
- 1
NEW YORK STATE DEPT, OF HEALTH
REFER TO NEW PVMT.
DETAIL
a:
= 1 l
_
0
W
BURIED IDENTIFICATION
WARNING
-op
TAPE
-
a
N
�P
FINAL TRENCH BACKFILL
(SEE NOTE)
-
TW
gW
I1
0.4
W
z
b o ° o
a
y
z
-- PIPE ZONE BACKFILL
o
° o o
0.0./2 _ O
&JW(TdLSTF ONLF*'R
_ -
IPE ZONE BEDDING MAT'L
6' MIN. _ -
(HAUNCHING)
- -
I
PE ZONE BEDDING MAT'L
PIPE O.D. • 24'
MIN.
ITEM DEPTH MATERIAL
NYSOOT TYPE METHOD OF
POPE ZONE BEDDING.
6 MIN'
PLACEMENT
COARSE SAND
(ENCOUNTERED DRY COND.) OR GRAVEL
M MECHANICAL
PIPE ZONE BEDDING 6' MIN. CRUSHED
(ENCOUNTERED WET CONO.)
COMPACTION
1
STONE
MECHANICAL
PIPE ZONE BEDDINGCOMPACTION
(HAUNCHIIO) POPE O.D./2 COARSE SAND
OR GRAVEL
WA MECHANICAL
PIPE ZONE BACKFILLCOMPACTION
12' MIN. CLEAN SAND
COVER OR GRAVEL
IA OR I MECHANICAL
FINAL TRENCH BACKFILL VARIES SEE NOTE
COMPACTION
SEE NOTE MECHANICAL
COMPACTION
TYPICAL TRENCH DETAIL
FIRE HYDRANT, AS SPECIFIED
IN TOWN OF OUEENSBURY
STANDARD SPECIFICATION
BREAK FLANGE. TYp.
6 MIL POLYETHYLENE-
PLASTIC SHEET OVER
1/2' MIN. WASHED OR
CRUSHED STONE DRAIN
UNEXCAVATED/
-•• NOTICE ••`
UNDISTURBED EARTH
L FIELD LOK ten
3 3.000 Psi MIN. CAST -IN-
CONCRETE
ITYP.)
12' x 12' SOLID PRE
THRUST
3 BLLOOCKE
CONCRETE BLOCKS
IB' MIN. THICK!
TYPICAL HYDRANT DETAIL
CAD e, CURRENT/DOH_00032DETAILS
LIMIT OF WORK
I SILT FENCE
SUBSOIL
TOPSOIL
SUBLORIgT0MSOFSDEGiN(TYP.)� IC%xyi!KY�C� 11
,
GRAVITY SEWER MAIN
UNDISTURBED EARTH--/ 24' MIN. N "
CONDITION a WETLAND CROSSING
6" - 12. ORIGINAL
WETLANO TOPSOIL
BURIED IDENTIFICATION
WARNING TAPE
TEED TRENCH COMPACTED IN
61 LIFTS (NATIVE SUBSOILS)
NON -WOVEN FILTER FABRIC
12' PIPE ZONE
BACKFILL, COMPACTED
PIPE ZONE BEDDING MAIL
(HAUNCHINW
6• PIPE ZONE
9 DOING MAT%, COMPACTED
NOTES,
1) FINAL TRENCH BACKFILL
e) IN NON PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL
Iff
ERWISE IT SHALT_ BE
b) IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NATIVE MATERIAL SMALL BE 85 PERCENT.
MIN. MODIFIED PROCTOR DENSITY SHALL BE 98 PERCENT,
2) ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SMALL BE
PLACED IN 6 INCH MAX, COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS
SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER,
3) EXCAVATION SMALL BE KEPT DRY AND DEWATERED AT ALL TIMES.
PROPOSED FINISH GRADE
OR EXISTING GROUND LINE
TELESCOPIC PATTERN
VALVE DOX, AS
SPECIFIED
2;DM. M�tTAINER
GLANDS
TTYEON JOINT.
_GASKETS PER
HY2l1AN__ T NOTES:
I. WHEN HYDRANT 13 ON THE END OF THE UNE. INSTALL END CAP AND
THRUST BLOCK ON TEE.
2. PLUG HYDRANT WEEP HOLE WHEN SEASONAL HIGH GROUND WATER IS
WITHIN 7 FEET OF FINISH GRADE.
8' WATER MAIN
eFIRE
HYDRANT
VALVE AND TEE
ORIENT NOZZLES
TOWARD ROADWAY
UPRIGHT METAL FENCI
POST OR *a REBAR
LOCATION MARKER W/
ORANGE PAINT
FINISH GRADE
SANITARY SEWER
PIPE
24' MIN.
CAP OR PLUG
INVERT (SEE PLAN)
a 8TUB END OF SANITARY SEWER DETAIL.
------------
N.T.S.
INSIDE FACE OF MANHOLE
MORTAR AFTER INSTALLATION •
a
ALUMINUM ALLOY KORBANO
HOLDING BOOT
2' - PROJECTION INTO ;
MANHOLE AT PIPE SpR INGLINE
1 I
INVERT
I i i
TOP OF BASE SLAB
3• MIN.
PRECASTCONCRETE
BASE SECTION :• 3' MAX,
NEOPRENE BOOT ASSEMBLY DETAIL
N.T.S.%
THRUST BLOCK e
S-2
°.
M.J. CAP AND THRUST BLOCK
(ENO Of LINE HYDRANT LOCATION) g 2
L
WATER MAIN
(IN-LINE HYDRANT LOCATION)
N.T.3.
APPROX. PROPERTY LINE
OR EASEMENT ROW
�24" MIN,
®TRENCH BEDDING
S-2
EYPINUwcrc NAvm A mmmm ittgbTo cnwa MATO
INCHES AT POINT OP Rja; ENT.
TRENCH ���ALL CONCIET
bL TRENCHPAali, CWTHRM
NNW
WT E
. PRTIIq'Pre AW ARalwaOaL MW RETAOI[R sum
WITH ANY PUTW AnWift
A" MAINTENANCE
K mHff MRAPM wI NNRI POLYETWUUMa
MARCNEW Am E=' NO CONSTRICTIONS, AND ANY AND ALL
TN NAW
rnNusT nelocANUCMK A No THRT OLOCx SHALL K PLACED
ND AN ExNwSTNrs IINDOlt%C NID UTxITY.
-FLEXIBLE NEOPRENE BOOT
SEAL ASSEMBLY IN
CORED HOLE
STAINLESS STEEL
SAND CLAMP
IN OR OUT
SEWER PIPE
FLEXIBLE PIPE JOINT
OR JOINT
(L FIRST JOINT
N.T.S.
APPROX. PROPERTY LINE I
OR EASEMENT ROW
0 I
GEOTEXTILE FABRIC \•-SANITARY SEWER MAIN
TYPICAL DETAIL FOR SEWER SERVICE CONNECTIONS
4' OTA. SERVICE PIPE
N.T.S.
(2) 3/4' a THREADED TIE ROOS.
WASHERS a NUTS AS SPECIFIED,
APPLY (2) COAT3 OF COAL TAR
EPDXY PAINT FOLLOWING
ASSEMBLY 120 MIL3 MIN, OFT
TOTAL), TYp,
MECHANICAL JOINT
RETAINER GLAND FOR
DIP PIPE, AS RE01p.
a
SANITARY UNE -•�
ATER LINE OFFSET
FROM ORIGINAL INVERT
45 BENDS, AS
REQUIRED (TYP.)
8 ---
PIPE SLEEVE
LID- MIN. 10
PLAN
WELL -GRADED GRANULAR BEDDING
WATER LINE
SANITARY LINE
18' MIN.
3°
'° ° °
45 BENDS AS
REQUIRED ITYP.)
10'-0" MIN I
SECTION A -A VPIPE SLEEVE
JOINT
WELL -GRADED-" \-SANITARY LINE
GRANULAR BEDDING
PIPE SLEEVE .o
WATER LINE
SECTION B -B
SANITARY/WATER LINES CROSSING DETAIL
I PIPE LENGTH (181•0- rr1A1-1
N.T.S.
PROPOSED FINISH GRADE
OUEENSBURYSTANDARDur
S.
12" x 8' MECHANICAL JOINT TAPPINGS -2 M.J.TEE a RETAINER GLANDS
EXISTING 1201
DUCTILE
IRON PIPE WATER MAIN
3.000 PSI MON.
CAST -IN-PLACE
CONCRETE THRUST S
RLD( N
v w Or ... ... . , . -... r --y i r-, .hnJ 1 irr�1,�,7 I I, -r
WATER AWN PER TOWN UNEXCAVATED/
ST NDARDOUEENS. UNDISTURBED EARTH
STANDARDS. CRUSHED STONE 12- x 12• SOLID PRECAST
PIPE BEDDING a CONCRETE BLOCKS (61 8" a MECHANICAL JOINT
MIN, THICK) TAMPING VALVE a Mi.
S- RETAINER GLANDS PER TOWN
OF QVEENSBURY STANDARDS,
CONNECTION TO EXISTING WATER MAIN DETAIL
N.T.S.
NEW YORK STATE DEPT. OF ENVIRONMENTAL CONSERVATION
r
,K(f' PPOVm- EZ°if'
NF�N ti `K 4;71 -ATE
f)W- 7 OF EN\ir j „�, Iy7AL C`tJ "r'PVATIOM
REGION trV�,:tEivS. tri•, t�f.1`
EorAp.
�:-,�vod Date and Sigr�at"Ell
�_ R�tfcir to EuSi tij'li�ttt
the LA group
Landscape Architecture
and Engineering, P.C.
40 Long Alley
Saratoga Springs
New York 12886
518/587-8100
Telefax 518/587-0180
La
Unauthorized alteration or
addition to this document
is a violation of Section
7209 of the New York State
Education law.
C the W Group 2000
12esilzn KLI-t
I?rawn BMP
Checked K11H
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-•• NOTICE ••`
DETAILS NOT TO SCALE
SCALE REDUCED FOR FILING
}:�\
4•�
Design Gsrtificetion
)-
i, Kwin L. Hast Ings, Registered Professional Engineer in
the State of New York License No.
076269, do hereby
certify that the street system, water system facilities,
` *
Sanitary sewer system fOcHllles, and storm drainage
facilities for this project haw been designed
k ,
In
accordonce with Oil
town standards. Oppikable $toic, county, local and
v�
NEW YORK STATE DEPT, OF HEALTH
NEW YORK STATE DEPT. OF ENVIRONMENTAL CONSERVATION
r
,K(f' PPOVm- EZ°if'
NF�N ti `K 4;71 -ATE
f)W- 7 OF EN\ir j „�, Iy7AL C`tJ "r'PVATIOM
REGION trV�,:tEivS. tri•, t�f.1`
EorAp.
�:-,�vod Date and Sigr�at"Ell
�_ R�tfcir to EuSi tij'li�ttt
the LA group
Landscape Architecture
and Engineering, P.C.
40 Long Alley
Saratoga Springs
New York 12886
518/587-8100
Telefax 518/587-0180
La
Unauthorized alteration or
addition to this document
is a violation of Section
7209 of the New York State
Education law.
C the W Group 2000
12esilzn KLI-t
I?rawn BMP
Checked K11H
< t^ n
Cr
r.
W
C�
a w
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04
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Project 00032
Date 7Z26/0
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NYSDOH
Project 00032
Date 7Z26/0
CAD # DOH-032DET
Drawing