QUEENSBURY FOREST PHASE 2 3 OF 6 LOCATION /! GHOUNU SUKFACE
STAKE
2 10%2 -- • < ,� i T / xCll. �. lT Finish Grade
MANHOLE COVER -- i 12"1
MANHOLE COVER
2-0 0
'L-4`
1 I— ASYt1ALTIC SEAL ------�
r,,�. ^. _� L. c i- ) INVERT O1- INLET 2" AuoVE F u--Ljr • a -- - Inlet Pipe From Septic
6-0"0 LD. COVER INTLT ) I - ys
INV LIT Of- OUTLET I
N_ - OUTLET --
�— I LIQUID LEVEL
) Cf _ Tapered Plug �
I _ CAULKED JOINT 4 1� ,_` - - CAULKLU JOINT ° ,�/T�(s '
G� ���> �� T _ n. ° • - _ 1_1 -_ _ — _— 17 B•' '• Lt UKyF+w''
Q LJ - SANITARY TEE - l
p _ ` I I 6' Conc. Cover
L—! L-J L—J I_� - l� _ u SANITARY TEE 12 Ring Crushed
6-0° Q LD. +
BARREL SECTION �' •, �� r—I [_� CARRY TO FIRM GROUND UApTLLSMAYuEuseo:1..'(AS REQ'D) . ' c
�' < L L J NsrEAu or sANIrAHv TEE
Stone o
04'. O C� SECTION A- A SECTION B- B 4H' MIN - UU" MAx DryweuConneclor a
ell
uuulDULYTn (Fort Miller) n
VV MINIMUM
W �f WALL THICKNESS r-0N m
, � • YUU HLO IN YLACt m
V 4 CC _ _
C ON
PIPE OUTLET r 'I, - ___ - _ - _ ` • • • '
.,r. .. .a •. _
(SEE PLAN FOR SIZE,
LOCATION, a INVERT)—-
A - A B _ B SLCI ION - VII-W cr w
I
I �
I I
3 _ i b
2'-I /d , � I III I tv
� I P' pa�'0R pC/o�Oo S°�o o BOQmry`��yT �
Q. 0 I d • � �i I a,Q��0 D h f�B�b O �� pp "WOa
CLEAN GRAVEL OR c u `---'�- —�-
CRUSHED STONE ; - r I Diameter Per Plan
SEAL
••° l° ',•'.,q;°' o=, [ ,;. ° a " o ' ° ' '°•' __ POUR AGAINST UNDISTURBED EARTH I//
" O Z -- r- — C �1 2u"MLL
IN I •; L:J
PLAN PLAN -,n �1,�,. ' �Y l __ —_ ~,� Z J>
nLtr IiI l ,;�,� ) -+ RING j I (�`1 ourrl r _SEPTIC DRYWELL DETAIL — sZ
�.� :_v. � c a .._.�i V-'iJ.. v. �. °�-•a-J_�°. �� ,.� _ j W)- -'�'` 'JUUL1S I I NOT TO SCALE W J
_.L HORIZONTAL BENDS TEES _
W Y� 2
THRUST BLOCK DETAILS I I i CO aZ
0.C. 24" 2�-0` L—
Not to Scale
NOTE: PRE-CAST CONCRETE MANHOLE SECTIONS AS MANUFACTURED BY FORT MILLER CO. OR EQUAL, NOTE Provide 6 sq. ft. Thrust Block area for all Tees, Bends cnd Plugs.
PLAN VILW z _ O
FINISH GRADE OR TOP OF PAVEMENT 8 6-OII d I. D. STORM DRY- WELL
NOT 10 SCALE t u IN ALL DISTURBED AREAS REPLACE F �
_HEAVY DUTY -� 0 0 FRAME 8► GRATE suRFACE TO ORIGINAL CONDITION J U)
NOT To SCALE IYNICAL CONCKL-I L SLI' I IC TANK U Q
o
OD
0 � c � 2
NOTE: I. THE EXCAVATED TRENCH MATERIAL SHALL LLJ u z 'o
c BE DEPOSITED AT THE SIDES OF THE
a TRENCHES AND USED FOR BACKFILL UNLESS
a Z DECLARED TO BE UNSUITABLE BY THE -J 0 -
T
= o O ENGINEER, BACKFILLING IN TRENCHES IN Q
♦- v F WHICH PIPE HAS BEEN LAID SHALL BE U
d o > _ co
DEVOID OF STONES LARGER. THAN 3" FOR LAJ a v .o
OI Z ¢ AT LEAST ONE FOOT ABOVE THE TOP OF W }.. I x [n [�v
15 20` 15 Z m X THE PIPES. UNSUITABLE EXCAVATED $ o m
w W o MATERIAL SUCH AS PEAT, MUCK, ROCK, ETC. C3 v Z S V
PAVED ROADWAY m SHALL BE REMOVED FROM THE SITE AND n
ACCESS PLUG _� + U m REPACED WITH MATERIAL ACCEPTABLE TO ac,
O Z W THE ENGRJEER C
FIP-iSH GRADE Lid o 0 0
.. z
C
q O
2: STRAP AND ANCHOR BLOCK INSTALLATION
MJU5T BE APPROVED BY THE ENGINEER
TOVTN OF QUEENSBURY ROADWAY SPECIFICATIONS TOP CASTING „ EEFORE BACKFILLING, ANCHORAGE E'ETAILS
nRFt TW;INAF.Y WORK: - - --' .- ' ` - - -- - z 12 12 FOR GATE VALVES .GATE VALVES ARE TYPICAL FOR
SERVICE BOX 0.D. PROPOSED PIPE ALL
Step fl. Clear and Grub 50 Ft. Right-bf-Ray 50 Ft. Right-of-Way - cleared full uic-i -, 1 CURB STOP
rough graded ,�
�' WATER TRENCH DETAIL
Step 1r2. 6 in. of Item 3 gravel - Minus 4 in. J 'Z '
2-1/2" in. of Item 4 gravel - P:inus 2 in. 30 Ft. Center Width - 6" depth of Good J -WATER LINE
Rolled and Compacted to Specifications drainage gravel, 3 ( Notte Scale
not over 4' stone � o
- not sand . Goc —
step 3. "T" - Gravel subbase (depth as per. Town Superintendent) run of bank o. k. WATER MAIN _
Step C4. A - 32' - 0" L - 1/4" drop per ft . , Surface drainage as needed with
B - 30 ' - 0" M - 1 on 4 Normal culverts under roadway if =
C - 17 ' - 0 " (except at driveways) necessary. —
D - 7 ' - 0" N - 1 on 2 Guide Post s Rail Volvo Box
E - 2' - 0" 0 - 3' - 0" or as needed Catch basins or subsurface CURB STOP WITH BOX
F - 5 ' - 0" (can be seeded) drainage if needed . TYPICAL UTILITY CROSS-SECTION Not to Scale
G - 20 ' - 0 P - 3 on' 1 Rock Ditch
H - 10 , - 0" Q - 1 on 2 - 6 " Tnin : gravel ditch NOT To SCALE
J - Food 6" x 8" (except at driveways)
Guide Rails S - W/Z asphalt concrete top course (NYS D.O.T. Type 6)
(at discretion of Z aspholt concrete binder course(N.Y.S. D.O.T Type 3) B" Gate Valve
Highway Supt. ) T - see step"3
K - 3/4" drop per ft. b
New Hydrant Assembly o
EACH STEP MUST BE APPROVED BY TOWN HIGHW Y SUPERINTENDENT BEFORE PROCEEDING TO NEXT STEP. Per Town of Queensbury Water Department =
of PIPE Standards 81 Specifications
In E
O Existing or Final[ Grade Buckfill As Per Details
�6 Min and Specification
Valve Box Fittings
_-. ( As Req D)
Hydrant Drip r4SE
(See STORM - J
TRENCH Detail)
A _
I� I I B v Concrete Thrust Block Poured 6" Gate Valve Water Main ( See Plans
w CRUSHIED w ACCEPTABLE EXCAVATED Against Undisturbed Earth. Block
IS = STONE �- For Location )
G > Q MATERIAL OR SUITABLE BACKFILL To Have Same Bearing Area As Crushed StoneE DF R H FFor B' Dia. Plug. Provide Opening �GUIDE Posr For H�\ yd. Drip. Q.
-VC. FERF PIPE / TAR PAPER ;:
a r ;�
v n �... .:1`.'" NE -r c�`b•A =lfixj I�(II�IU�ItI
THEORETICAL TnEvF� L P ,}1 - -' - \ •\/���U r// /// \\'//w\v / I/ ,-
GRADE LINE::z S L _ K G� C_-! cg TTT IIII T 00 �D s•. y
K-- a- s"� f+ ----- CRUSHED STONE � 9 Fittings p !�
0 10� �- Undisturbed Earth -
r�R^'� m - (N.YS.DOT. SIZE *3) mi . (As Req'r:.) �IIL _ -
��. y - I
�J BITUMINOUS SURFACING T GRAVEL BASE ROCK LINE--- OI I� -*- _-- S' DiO Pi II 111=111 )11=f =
o Ly __ ,_ _ 6" Dia. Ductile Concrete Blocking Pe Mechanical Joint Anchoring Coupling
d\ �- - PERFORATED PIPE Iron Pipe
CROSS SECTION IN CROSS SECTION IN -
I PIPE �12"j
Mechanical Joint Mechanical Joint Square Concrth Blocking
FILL CUT 1 11 o.o.
Anchoring Coupiing Anchoring Coupling
Concrete Blocking
TYPICAL ROAD SECTION STORM DRAIN TRENCH DETAIL 811 GATE VALVE
-- - - ---- ------- ---- ---___ = TYPICAL HYDRANT INSTALLATION
NOT TO SCALE NOT TO SCALE Not To SCale
Not To Scale
o:':�•@-u-..+�IIiC�i'@/I'.,. .�:!K11tt++�itiEl!° '.i!'.'3',M