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SEE PLAN. 5' or, NOMINAL
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SEE PLAN. 25' oc max
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HEAVY DUTY FRAME AND GRATE INSTALL RN' RAP ON SIDES
TRENCH FRAME WITH GRATE BY
FINISHED GRADE BICYCLE AND PEDESTRIAN SAFE GRATE AND TOP OF CULVERT END I I �. ' ;iy,
SEE SPECIFICATION a NEENAH OR EQUNALEN7
FINISHED GRADE
z 6'° OUTLET TO INFILTRATOR BEDS C2� MACHINE BACKFLL W/ I ADJUSTABLE CONCRETE APRON - SEE DETAIL THROUGH
- 12" LONG HOOKED
NATIVE MATERIAL VALVE BOX 2-#4 BAR5 GONT. THROUGH ANCHOR TABS N FRAME
NV 310.43 - SET PIPE LEVEL FLARED END SECTION COMPACT
+ G" REINFORCEMENT w/ BOLTED COUPLING BAND "MUMEXCAV WID7, H EQUAL
WIDTH 1N 1'-O'" LIFTS I J
of �n SLOPE SLOPE SLOPE NORTH
vs W C4" MAX. SIZES
° ASPHALT PAVEMENT � f n
TO PIPE PLUS 2.0 FT. ® = TO 95Z MODIFIED VARIES � ° ° —'—'°` °' Q SEE DETAIL
� PRECAST CONCRETE STRUCTUREn
v W PROCTOR M.J. GATE VALVE 0 ° a O a E U °.. n ° a ° p = 20
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GUL i�1�T PIPE Q O O R�° O� ° 00 O CV m D � O Q�O
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a SEE PLAN
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e MORTARED N PLACE i BURY END 4" INTO SOIL TYPE 'Rx°' BY 'VOLLGAN OR EQUAL. �o o Q40 0 0 ° ° 000 0°° 03-#4's CONTINUOUS
_ SELECT GRANULAR MATE O° o U
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. , , A ILL OF HAND B GKF 6" T BLOCK BEHIND 3°-O" 8" 12°. 8". 3' O" �
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min min
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GATGH �3A51N � GUL�IER i Ei�lI7 SECTION ANT? OUTi✓AL.L PIP . EXG,�VATION � �3AG#CEIl.�L. 1�ETAIL GONN_GTION TO _XIS . LNG WATER IN
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 4 lh
NOT TO SCALE L � Q
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BUILDING WALL 4
AGCE55FT0 GLEANOUTS OVIDE PROPERVENT THROUGH ROOF
AND BACKWATER VALVE
CLEANOUT AT GRADE
F x FLOOR SLAB ON GRADE $ F-
\/\ \ \ \ \
/\/// / / /// FINISH GRADE
00"
SEWER NOTES % \�/ i a
WATER MAIN NOTES
1. ALL SEWER WORK 5HALL BE N COMPLIANCE WITH I
1. WATER MAINS SHALL BE GLASS 52 DUCTILE IRON PIPE AND THE TOWN OF QUEEN5BURY REQUIREMENTS. M�
SHALL BE POLY WRAPPED FOR CORROSION PROTECTION. 2. GRAVITY SEWER PIPE SMALL BE PVG, 5DR 35 CONFORMING
3.. Q
2. WATER METER SHALL BE SUPPLIED AND INSTALLED N ACCORDANCE TO A57M D3034. GLEANOUT
` WITH TOWN OF QUEEN55URY WATER DEPT. STANDARDS. 3. SEWERS INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING
I RISER
3. WATER MANS SHALL BE WATER TESTED AT 1.5 TIMES DESIGN SHALL BE HDPE 5DR 11 CONFORMING TO A5TM D3350. ( 4'
i WORKING PRESSURE FOR A MINIMUM PERIOD OF 4 HODS. 4. ALL GRAVITY SEWERS SHALL BE AIR TESTED N ACCORDANCE ECCENTRIC
LEAKAGE SMALL NOT EXCEED THE LIMITS SET BY AWWA CGOO. WITH ASTM C828 AND UNIBELL UNI-B-6. 4' REDUCER
WATER MAIN SHALL BE FLUSHED AND DI5INFEGTED N ACCORDANCE 5• UPON COMPETITION OF WORK ALL GRAVITY SEWER MAINS 1/4 /FT•
WITH NEW YORK STATE DOH STANDARDS AND AWWA C651 PRIOR SMALL BE INSPECTED WITH VIDEO CAMERA AND INSPECTION TAPE 4"
TO PRESSURE TESTING. THE TABLET METHOD OF DISINFECTION PROVIDED TO TOWN OF QUEENSBURY SEWER DEPARTMENT. 4" HOUSF, TRAP
CONTAINTED IN AWWA-0-651 MUST NOT BE USED. J 1/8"/FT.
— — — — —— — — — t W12 GLEhNOUT BACKWATER
i 1 G. SEWERS INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING VALE 4" WYE + i/8 BEND COMBO
�— SMALL HAVE A MIrIMUM 5' OF COVER. N_ to cv 04
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VACUUM MAT HOLDER N 4r S •'
L J I i t SEWER LATERAL 17ETA I LS U
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,— PIGKLESS TYPE e c c
HEAVY DUTY MANHOLE > j
— — — _ — — — — —— — FRAME + COVER d � v cr
— — — — — —
CAMfi BELL #1009 OR EQUAL O
ate., a
ASPHALT PAVEMENT 40 m
8 O' PRECAST CONCRETE GRADE
EXTENSION OR MANUFACTURED +�
R:�BBER ADJUSTMENT RISER
PIPE TEE - �.s r ': UNDER PAVEMENT GORE DRILL NEW OPENING A c c
COMPACT BACKFLL TO AND USE FLEXIBLE ° �
95Z MODIFIED PROCTOR REMOVABLE
t-- BACK LIT CANOPY DENSITY EXPANDING WATERTIGHT SLEEVE = U = A =
MAY BALE FILTER DAM N MAX. 12" LIFTS PIPE PLUG "' 0 0 �
REMOVE AFTER LAWN AREAS ARE ESTABLISHED JOIN FLEXIBLE BUTYL RDOUBOPE SEALS
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CARPET SHAMPOOER VA VACUUM HEAVY DUTY GASH IRON FRAME + GRATE
WRAP GRATE WITH FILTER FABRIC
co W UNTIL LAWN AREAS ARE ESTABLISHED 42'
PRECAST EXTENSIONS 8" TRAFFIC LOAD PRECAST CONGETE HOP PRECAST REINFORCED CONCRETE
AS REQUIRED FINISHED GRADE ECCENTRIC GONE SECTIONAND
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SITE
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TOP ELEV. I I i 41 I
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RESTRAINED
PIPE !l UTILITY
MAT - - - - - - - - - - - - - -- - - - 7......_; .�
� a HOLDER O STONE ® `'I q PRECAST MANHOLE SECTIONS + FITTINGS � � I
INSIDE M.M.
t / 5" 4'-0- 5" FLEXBLE JOINT COUPLING
SIZE DESIGNED FOR H-20
PRECAST STONE / HIGHWAY LOADING PIPE t• MIN PRECAST MONOLYTHIC
o® z CONCRETE 2 _ 3" SIZE C7Q� /J �-II' ' FORT MILLER OR EQUAL DIA. 2" BASE SECTION
o Q DRYWELL /..+ I I.`" I 1 A5 REQUIRED ,
g
'� c~.� 8' DIAMETER €I:. i I. , C5' MAXJ ., r TROUGH TO BE STEEL TROWELED PAVED STAINLESS STEEL STRAP ANCHORS DATE: Feb. 15, 20C1Q
TRASH \ GEOTEXTILE FABRIC > : TO A SMOOTH SURFACE INVERT . 2' O.C. ANCHOR TO WALL WITH
CP / ALL AROUND STONE STAINLESS STEEL EPDXY ANCHORS
0 SIDES AND TOP 1-O R@Vi8f0�6
•'e • p
00
// ° 1 Staff + E-¢ig Review 3/21/03
O O p may, m� — ���o —Ii
"'C.� l PROVIDE CA5T-N FLEXIBLE WATERTIGHT 90 ELBOW TURNED TOWARD
12"GRUSHED STONE
a ( I STEEL BAST 1,-0.. II og°O� II SLEEVE AT WALL PENEHRATIONS MANHOLE OUTLET PIPE 2 Water Review$/18/0
MAXIMUM HIGH GROUND WATER =)
0 00 ��_
10'-0" BELOW BOTTOM OF STONE CASTM G-923� OR EQUIVALENT
FINISH GRADE _,�- .--����—i c u—nii—Tr i—i i i i—i ii4—iii i—����_����—����-1- �t.
EXISTING SANITARY MANHOLE
1�AGUUM STATION L DRYwELL with FRAME and GRATE PREGA5T CONCRETE SANITARY MANHOLE DROP CONNECTION TO EX15TING SEWER MANHOLE
K NOT TO SCALE NOT TO SCALE NOT TO $GALE ® NOT TO 50ALE
SHEET 6 OF 7