Construction Details WATER SUPPLY GENERAL NOTES:
ALL WATER LINES SHALL BE 5 FEET DEEP FROM FINISHED GRADE TO THE - THE ENGINEER SHALL BE NOTIFIED IN WRI77NG OF ANY CONDITIONS
S
FLUSH WITH PAVEMENT
TOP OF THE PIPE AS A MINIMUM. THE CONTRACTOR SHALL CONSTRUCT THE THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S OR 1' IN GRASSED AREAS WATER LINE SO THAT ALL CROSSING WITH OTHER UT7LIn WORK SHALL HAVE THE NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED
FINISHED GRADE - REQUIRED CLEARANCES, INVERTS AT THE WATER AND SEWER CROSSINGS APPROVAL OF THE ENGINEER.
SCORED EVERY. 5' - ARE NOTED ON THE PLANS..
_ -NO SLOPE ON BOUNDARY OF ADJACENT PROPERTY SHALL EXCEED 3
WATER LINES SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY HORIZONTAL TO 1 VERTICAL.
EXIS77NG OR PROPOSED SEWER. WATER MAINS CROSSING SEWERS SHALL BE - /T /S TH
TRENCH OR / LAID To PROVIDE A MINIMUM VER77AL DISTANCE of 18 INCHES BETWEEN E CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN
BURY AS EQD
THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHEETS AND SPECIFICATIONS, AND COORDINATE WORK W7TH ALL
R 5' MIN. _ SHALL BE 7NE CASE WHERE THE WATER MAIN IS EITHER ABOVE OF BELOW OTHER CONTRACTOR'S ON THE SITE.
THE SEWER. - THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL
07NER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING
VALVE BOX (_- _ - THE CONTRACTOR IS DIRECTED TO COMPLY WITH TOWN OF QUEENSBURY
(TELESCOPIC 5' MIN. COVER WATER DEPARTMENT STANDARD SPECIFICATIONS, AND REQUIREMENTS of THE 7NE PERFORMANCE OF THIS CONTRACT.
PATTERN) - _ MY.S DEPARTMENT OF HEALTH FOR INSTALLAT70N OF WATER MAINS. THE
CPWA AND THE ENGINEER ARE TO BE NOTIFIED AT LEAST 48 HOURS PRIORS CONTRACTOR SHALL RESTORE LAWNS DRIVEWAYS, CULVERTS,
- -` TO UNDERTAKING WORK ON WATER FACILITIES SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR
6" M.J. 8" WATER __- REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING
MAIN ! — - --BROOM FINISH--
GATE VALVE _ DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES,
�. --__ SHRUBS AND/OR HEDGES SHALL BE REPLACED AT 7NE CONTRACTOR'S
8" DIP : \� -- - - =-- EXPENSE.
- THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS.
-=- -- -CONTRACTOR TO TOPSOIL & SEED ALL DISTURBED AREAS.
�— -THE CONTRACTOR WILL PROTECT EXIS77NG PROPERTY LINE
6" MIN. MONUMENTATION. ANY MONUMENTA RON DISTURBED OR DESTROYED, AS
JUDGED BY THE ENGINEER OR OWNER SHALL BE REPLACED AT THE
\/ 3000 P.S.I. - ---- — EXPENSE UNDER THE SUPER
CONCRETE THRUST - PREMOLDED BITIMINOUS EXPANSION CON- TRACTOR'SVISION OF A NEW YORK
BLOCK (TYP.) JOINT FILLER WITH SEALANT EVERY 20' STATE LICENSED LAND SURVEYOR.
UNDISTURBED__/ 8"x8"x8" STAINLESS
-CONTRACTOR TO GRADE ALL AREAS ON THE S/7Z TO PROVIDE
MATERIAL TAPPING SLEEVE POSITIVE DRAINAGE.
� SHALL BE INSTALLED PER NYSDOT
- THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD
TAPPING WA TER VALVE DETAIL _ - STANDARDS AND SPECIFICATIONS LAYOUT.THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY
NO SCALE CONNECTIONS AND PROVIDE MARKED UP AS-BUILT PLANS FOR ALL
PLAN VIEW U77LI77ES SHOWING TIES TO CONNECTIONS, BENDS,VALVES
N. Y. DOT SIGN R1-1D O LENGTHS OF LINES AND INVERTS. AS-BUILT PLANS SHALL BE REVIEWED
IVYSDOT 608.01 TYPE 1 AIR ENTRAINED R AP
OR AP " STOP SIGNPROVED EQUAL BY THE OWNER AND HIS REPRESENTATIVES AND THE CONTRACTOR SHALL
CONCRETE (4000 P.S.I. ASTM-150) PROVIDE ANY CORRECTION OR ADMISSIONS TO THE SATISFACTION OF
it 5' THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BE
ACCEPTED.
PLACE CURB STOP & BOX AT R.O.W. LINE
o S T O P - THE CONTRACTOR SHALL PROVIDE TEMPORARY SAFETY FENCING
UNLESS OTHERWISE DIRECTED BY WATER DEPT o AROUND ALL EXCAVATIONS
1 4" PER FOOT MIN. CROSS SLOPE W - THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL /N ACCORDANCE
1" IN GRASSED AREAS OR FINISHED GRADE ( � )
FLUSH WITH PAVEMENT-
KITH
— 4"-X X X X $ WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL
3/8 DIA HOLES PUSH AND RECEIVING PITS SHALL BE BARRICADED AND PROTECTED /N
4 1 O.C. ACCORDANCE WITH MUTCD. PROTECTION SHALL BE PROVIDED FOR
I a VEHICULAR AND PEDESTRIAN TRAFFIC.
CURB BOX (EXTENSION TYPE �����\/\/\/�i\�
CORPORATION STOP WITH ARCH PATTERN BASE 12" CRUSHER RUN 6"x6" ww 1.4 GUAGE GRADE, NOTE.' - THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE
5' MIN. AND STATIONERY ROD) REINFORCING MESH ALL SIGNS REQUIRED GROUND STRUCTURES AND OR UTILITIES BELIEVED TO EXIST IN THE
CONNECTION TO CURB STOP AT MID DEPTH 4'_2' SHEETING IS TO BE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE
EXISTING LN DIAMOND GRADE LOCATIONS INDICATED. IN PARTICULAR, 7NE CONTRACTOR 1S WARNED
SLEEVE
BY TAPPINGG SLEEVEE TEMPORARY CRP OR PLUG SECTION VIEW
(WET TAP) 2" HDPE FROM NOTE: REFLECTIVE SHEETING THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE
30' CURB TO HOUSE EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS, LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE
WATER MAIN AT BUILING LINE, AT CURBS, OR AT PENETRATING STRUCTURES. TRAFFIC CONTROL SIGN DETAIL DIFFERS T FROM
MLITH TO PAT ROCEED OR
WITH NOT
BE SHOD N' AND IT SHALL EXECUTING ANYBE
5' CONCRETE SIDEWALK DETAIL NO SCALE WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST CALL
SERVICE LINE SOLID CONC. BLOCK
DETA U.F.P.O. 1-800-962-7962 TOLL FREE.
2" COPPER FROM OR C.I. FOOT PIECE NO SCALE NOTES.
CORP TO CURB AS REQUIRED - ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING
/- (� ALL POSTS SHALL STATED
OF ADEQUATE' LENGTH TO MEET THE REQUIREMENTS SHALL BE DONE /N ACCORDANCE WITH THE LATEST REVISIONS OF NEW
SE R\ /I l�E PIPE CONNECTION N N E C TI O N DETAIL FOR ERECTION AS STATED /N 7NE CURRENT 'MANUAL ON UNIFORM
R V TRAFFIC CONTROL DEVICES" FOR STREETS AND HIGHWAYS': YORK STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULA77ONS FOR
ALL POSTS SHALL BE EMBEDDED 4'-2" BELOW GRADE. CONSTRUCTION.
NO SCALE ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT AND HOLES
PUNCHED AND DRILLED BEFORE GALVANIZING. GALVANIZING SHAL BE /N - CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATER/NG AND THE
CONFORMANCE WITH CURRENT A.S r.M. sPEcIFIcanoN A123-78 (OR LATEST REVISED). MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF THE
POSTS MAY BE STEEL, ALUM/NUM OR TWO-PIECE U-POST IN CONFORMANCE WORK.
DIMENSIONS TO TOP OF WEDGE K17H THE NOTES BELOW. - MAINTAIN FLOW FOR ALL EXISTING UTILITIES
UNLESS OTHERWISE NOTED SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBERS AS SHOWN
WELL COMPACTED ON 7741S DETAIL AND DIREC77ONAL SIGN SHEET. - BEFORE CONSTRUCTING LINES TO CONNECT TO EXIS77NG UTILITIES,
ADJACENT STEEL POSTS SHALL NOT BE CLOSER THAN 8' APART.
BACKFILL BEHIND -CURB LINE VERIFY EXISTING UTILITY INVERTS AND NOTIFY ENGINEER /F ANY
ADJACENT POSTS CLOSER 7HAN 8' APART SHALL BE ALUM/NUM OF TWO—FIECE VAR/ATION FROM THE PLANS IS REQUIRED.
CATCH BASIN FRAME AND GRATE covETR GRATE anTti SHOWN ON PLAN. SURFACE To BE WEDGE 24^ S7FEL U—POSTS NO MORE THAN 7NREE ALUMINUM OF THREE TWO—PIECE
AS MANUFACTURED BY CAMPBELL FILTER FABRIC GRADED To PROVIDE POSITIVE
FOUNDRY CO. PATTERN N.. 1396 UNTIL AREA IS DRAINAGE TO GRATE. MULCH As STEEL U—POSTS WILL BE PERMITTED WITHIN 8'. —
IN LANDSCAPED AREAS. 2816B STABILIZED OR PAVED REQUIRED To PREVENT EROSION GRADE + TOP BINDER BOLTS SHALL NOT PR07RUDE MORE THAN 314" BEYOND THE NUT WHEN nGl?T EXPLORATORY EXCAVATIONS SHALL BE PERFORMED AS NEEDED BY THE
IN PAVEMENT INTO BASIN / /� / 4" 71
BUT SHALL ENGAGE ALL THREADS IN THE NUT. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO WORK IN
WINGEDGE ALL TRAFFIC AND PEDESTRIAN SIGNAGE AND LOCATION SHALL BE IN CONGESTED UTILITY AREAS
_ PERIMETER CEMENT R OF AR°""° - COORDINA TE LOCA 77ON OF U77LI TY CONNECTIONS WI TH THE
PERIMETER of FRAME ARCHITECTURAL PLANS
3' MIN GRADE RINGS (DOTOV NOT CONSTRUCT FILLET UNTIL \ o 0
ON THE CB IF LEVHAS SIGNED OFF o SUBBASE THE CONTRACT LIMIT LINE FOR UTILITIES IS 5' OFF THE
ON THE CB IF ELEVATION) o
A MINIMUM OF 3' GRADE o 00
ADJUSTMENT SHALL BE PROVIDED EXTEND SUBASE 12" �\\,.�\�\��\\•
PRECAST CONCRETE CATCH BASIN
BUILDING LINE.
e-6' SQUARE PAST WINGEDGE
- THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING
BY FORT MILLER OR EQUAL
z PUBLIC HIGHWAYS AND ADJACENT LANDS FREE FROM DEBRIS, SOIL, AND
FlLLNOTE:
TO BE OONNSITE MATERIAL WEDGE TO BE CONSTRUCTED INTEGRALLY AT OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED
BACKFILL MATERIAL
COMPACTED TO 100% ID As SHOWN TIME OF PLACEMENT OF BINDER COURSE 1' TO THE SIlF
MAXIMUM DENSITY ON PLAN NO SEAM AT THE WEDGE IS ALLOWED.
STANDARD PROCTOR
1 A I STORM SEWER
V Y I N G E D G E DETAIL - ALL STORM SEWER LINES SHALL BE HDPE N-12 Wl TH INTEGRAL
(ASTM ores) ALL
MIN GASKETED BELL & SPIGOT (SILT ALL AROUND
PROPER - F DIRECTED BY ENGINEER �y� �O 1 L T TIGHT).
PROPER 4545 FILTER FABRIC OR NO SCALEE) ("l�J
�1
EQUAL INSTALLED ON TRENCH
YO
BOTTOM WITH RETURN TO CB
IL ' WALL AS REQUIRED BY THE ENgNEER HEIGHT
OU
SUMP VARIES /0c;
IIIJJJ #3 STONE
BASED ON �
COUTOURS0,�� O
00
<TO BE DPTII]NAL) v� ¢vp12' MIN CDMPACTAS LEVEL
❑F GRAVEOO
L suBSASE TYPE 7 TOP NYSDOT 403.13 TYPE 3 UNDISTURBED � oDo
EARTH OR ROCK v
2'-6 " SQUARE PRECAST REINFORCED
. . . . .. . . . . . . . . . .
1' - 6' BASED ON HEIGHT i
CONCRETE CATCH BASIN COMPACTED SUBGRADE
FABRIC (AOBE)
NO SCALE BASE COURSE AS NOTED BELOW STONE BERM DETAIL
ASPHALT CONCRETE PAVEMENT DETAIL NO SCALE
NO SCALE
M
N
ONSI TE PA VEMEN T SECTION
1" TYPE 7 TOP
o FINISHED STORM SEWER, SANITARY 2 112" TYPE 3 BINDER
SEWER OR WATER MAIN
o GRADE N 12" BASE COURSE NYSDOT 304.03 TYPE 2
N
N
EXCAVATED MATERIAL IN
C LANDSCAPED AREAS AND R.O.B. OVERHANG (VARIES)
GRAVEL IN PAVEMENT AREAS FIELD ADJUST STONE
@ VARIABLE (SEE NOTE)T BASED ON OVERHANG
PROTECT BANKS
FROM COLLAPSE
0
ALIGN STONE 3" INSIDE
1'-8" SELECT EXCAVATED MATERIAL, 1'-6" MIN. STONE DRIP EDGE ZONING ADMINISTRATOR
THOROUGHLY COMPACTED (V-6") (NO SLOPE PROTECTION * "' :2
o - -
STONES OVER 2")
v 5' MIN. U.N.O.UMEDIUM STONE FILL 2'f o
ALTERATION OF THIS CONSTRUCTION DETAIL
3 10" MIN �?'i' 6" MIN UNDERCUT CULVERT 5' WIDTH x 10' LENGTH SLOPE TO SLOPE TO BE N � � M M DOCUMENT EXCEPT BY A
BE NO NO GREATER ¢ a Q Q Q LICENSED PROFESSIONAL
MIN. SLOPE EQUAL TO GREATER THAN 5� WEDGEWO OD A PA R TMEN TS
SAND OR m ENGINEER IS ILLEGAL
FOR STORM OR WATER: SAND OR SCREENED THAN 2%
N SC GRAVEL GRAVEL FOR SANITARY SEWER: CRUSHED STONE CULVERT INVERT SLOPE
MIX OF #1 & #2 WITH FILTER FABRIC
ANCHOR DRAINAGE
BURKE DRI VE
FILTER FABRIC
c' FLOW \\ \\� ,z
TYPICAL TRENCH SECTION FOR 2' DEEP ROUNDED `�� 2'f I ' F NE y
aj
c %\\ -. LANDSCAPE STONE
o w z z i z .C. ��
i /, /,/i, i, .'. ONE c� w w w w MI TOWN OF QUEENSBURY WARREN COUNTY
SANITARY SEWER, STORM SEWER & WATER BEDDING MATERIAL (3�4" TO 2" SIZE - _j � m z
w 1'-6""MIN. RIP RAP ) ¢ m � o g STATE OF NEW YORK
¢ END SECTIONJ ON 6 BEDDING FILTER FABRIC > U) o 0 o �, �� � -
NO SCALE o a �. 7���T TTAT r
N MARAFI 140N OL O z z z w T
ENGINEERS
rugs
TYPICAL CULVERT OUTf=ALL RIP RAP DETAI < � 3 0 Y
a� DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, L DRIP EDGE DETAIL J 3 0 0 0 �`*. 1$ n� ° SURVEYORS
ORGANIC MATTER OR OTHER UNSTABLE MATERIALS NO SCALE NO SCALE z u�► 411 Union Street Schenectady, N.Y. 12305
SHALL NOT BE USED FOR BACKFILL U- IRS% 518-377-0315 Fax.518 377-03'9
N o DATE: SCALE: DWG. SHEET of
a�
z N.YOSALICENSEDNOS 61836 JANUARY 16, 2013 AS SHOWN 4225A-S2 7 7
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