Utility Details.C4.4 wcte
FACILITIES PLANNING, DESIGN & ENGINEERING
h
ig For Pipe To Be 200 WILMOT ROAD
I or Machine Cored. DEERFIELD, IL 60015-4616
tion To Be Resilient
tertight.
NOTE:
0 UNAUTHORIZED ALTERATION OR 'ADDITION TOpening ToBe Centered �o�verSanitary Sewero DOCUMENT IS A VIOLATION OF SECTION 7209
SUBDIVISION 2 .OF-THE NEW YORK STATE 'iUCATIONINSIDE FACE OF FILL VOID WITH NOTE:MANLAWDROPOINLEf REPDXY MORTAR Provide Mirafi 140N Wrap Or a�NSanitarySewer To Extend
ii Into Th Manhole Onl To Frame And Cover (Solid Lid) To Be Syracuse $IKADUR 33 OR Approved Equal At �;0 - -DE
A Point Where Outside Of Castings Sales Corp. Pattern 1030 Or Neenah APPROVED EQUAL All Pipe Joints Where Adverse Ho y )) `S1�7NE®
Sewer Meets The Inside Wall Foundry Co. R-1642 or Approved Alternate OPENING IN DROP p O a
Of The Manhole Soil Conditions Exist. The Wrap ~s o
Lettering on Cover To Read "Sanitary Sewer' INLET MUST BE
Shall Be Approved By The Town ®_� 2
MANHOLE FRAME & COVER COREDL.Engineer Prior To Installation >- a) o L.
0
ZU_ (nU
I 2 MAX PROJECTION- L
INTO STRUCTURE AT //�/ NYSDOT Tyoe II Subbase \; +t a)a), ,�, o v� CLOUGH HARBOUR ASSOCIATES LLP
Material To Be E o o
DROP MANHOLE PIPE SPRINGLINE TO Compacted In J 2 a- 4, a
PLAN SECTION — -- // 441 South Salina Street Syracuse, NY 13202-4712
USE DROP MANHOLE WHEN \�_\ Layers. / ,I, E as y
DIFFERENCE IN ELEVATION STORM SEWER I HOUSE \ `l J
Frame And Cover BETWEEN LATERAL SEWER AND P.V.C. SDR 35 (4 MIN.) \ �_ Main:(315)471-3920 www.cloughharbaur.cofn
Centered on Main Sewer Rim Elevation As MAIN SEWER EXCEEDS 18 INCHES
Shown Or Directed i LATERAL � 9
FOR:
C+J16kooc 02005
DROP sEcnoN INVERT I l \ HDL PROPER7YGROb LL
Precast Concret
DIMENSIONS
or Fiber Risers.
LATERAL \�,\ ---- ----------------- ------- ,
TOP OF
See Town's Note 2 •• 3/8' Min. Cement Mortar SEWER DIA. Dt DROP DIA. D2
Precast Eccentric 2'-0' a,'• Inside And Out SASE SLAB 12" FLEXIBLE PIPE // \
Toper Top (Revolved a o: 8" 8" MIN. \
JOINT OR FLEXIBLE: 6„
go* For Clarity) 10" 10" JOINT COUPLING // \\ Mirafi 140N Wrap
d''
;o Below and Along
• 12' 12"
\\ / Sides of Trench.
15' 12" --- - ---- -- - - 36" MIN.
;a Bury 6" of Wrap
18, 15" 11 in Side of Trench.
Grout Inside And Outside Of Joint 21" 15'
nth Non 'Shrinking Mortar EXISTING CONCRETE
STM C270, Type M� 24" 18"
1 BASE SECTION 12" 12"
NOTE: Benchwall for mainline sewers leas than
'0" Ring Joint, Butyl Rubber Gaskets, 15' In dia. some as type 'A' standard manhole - As Directed (6" Min.)
tio, Or Approved Alternate (ASTM C443) except
old d manhole attod bole 5' dia., with hand- -- FIRST JOINT
Precast Barrel Sections (ASTM C478) TYPICAL TRENCH SECTION
NOTE;
5" Mine a 4'-0" DIG. a STANDARD MANHOLE NOTE: 1. All manhole connections must be water tight, per the Town 3 HIGH DENSITY POLYETHYLENE PIPE
Manhole Steps To Be PSI
Wastewater Deparment.
By M. A. Industries Inc., All structures for sanitary sewers shall be marked
Kelly do Dividend Drive, with 2x4's extending 4 feet above finished grade, C,4,4 NO SCALE
15" Min. Peachtree City, GA Or similar to lateral markers. The top 12 inches of FLEXIBLE PIPE—TO—M.H. J 0 I'J T DETAIL
Slope 1/2" On 12" Approved Equal the 2x4's shall be painted green.
Each Side a, A• opening For PipeMachine
To Be 2 FOR CONNECTION TO EXI ST!I I` ,1 G M.H . ONLY
Mortar 1 Inch Min Precast Or Machine Cared. GENERAL NOTES
Connection To Be Resilient
o D/
And Watertight. 1• All elevations refer to U.S.G.S. datum or as (;4,4 NO SCALE
Brick-Mortar Benchwall otherwise shown.
a 2. Traffic to be maintained during construction.
6' 3. Existing utilities are shown for the contractors convenience,
6" Min. location and details not guaranteed. Proper utility companies to
o• be notified 72 hours prior to commencement of construction.
Provide Coal: Iron Frame dt Cover, Syracuse Castings �4155, OPW
4. 2x4 markers to be placed at ends of lateral connections. 1o4-A or Provide
C,ed Equivalent set Flush With Finish Grade
.•o•'.- •.a.,,.o.• •. o:• � The top 12 Inches of the 2x4's shall be painted green. Provide Cast Iron ClsanoutThreoded Plug P THD Or Brass
5. Lateral connections to be located to suit adjoining SEWER Screw ce twHIS n P PVC and Not wowed, Provide 1'-3'
property or as directed by the Town Engineer. Clearance Between Plug er Underside Of Cover
"All
g, Where applicable, the buoyancy factor is to be calculated and if Limit Of Trench rade
Excavation Zi92Ex Gay
TYPE /"\ Limit Of Trench Excavation C.O.
necessary, manholes to be altered accordingly so that, floatation \ //� � < �- ur,p For
does not occur. \// A O.D. A / '\/ A O.D. A / 1. Trencn backfli shall be as required tIFrom* I Cover
TOWN WASTEWATER DEPT. NOTES i by the highway owner. LETTERING
�/ /,�__ '�/ j� 2. ON COVER �
%/ //j• e m Select fill shall be sand, gravel, andNOTE
�j \ similar material which shall be free
1. All manhole connections must be water tight. `/j / - to be and cover
1 from clay, loam, organic material, to be used only in � »�
2. Brickln under manhole rings are nc: .er Compacted / T debris, frozen material and shall contain paved areas.
Compacted FBI
P on small amounts of stone pebbles,g h P Tamped In 6
Must be either precast concrete or `ber 'x •, /. // Select Fill a _ Concrete 3. or lumps over one inch in greatest To Be elaintained Loy�s
+ /\% a �3000 psi dimension, but none over two inches By The
/\\- /` in greatest dimension. Building/Properly
// \ \V OwnK `.tir: PVC Female Adcp!r,
STANDARD PRECAST CONCRETE MANHOLE ; a >,` 1o�o /> Stave bedding shall moon approved
1 reod x socket
/ ® // m a. imported aggregate meeting the ,joining Of Solvent Methods
\/ \% requirements of the New York State 1.Clean dry hubs dt spigots
C4.4 NO SCALE \//j/ /%/' Rock Rock /\//\/\�/ Department of Transportation, " 2.Appy primer to parts being P�°r
\ \\i Standard Specification, 'Crushed Stone', oonnected Sch 40 PVC (ASTM D-2s85), Or
Undisturbed Concrete Undisturbed 3.Appy PVC solvent weld s)F 21 PVC
Ground 3000 psi Ground primary size 1 or a mixture of primary cement directly over primer Soheent weld Joints
6 2241) With
P size 1 and 2, washed.
«« PVC Type I re compatible
for solvent welding to SDR-21 4.'x6' DWV PVC Sch 40 Or SDR-21
CONCRETE ENCASEMENT Coarse aggregate shall mean approved or any other PVC Type I pipe PVC Long Turr wye FRt;•1g With
CONCRETE CRADLE imported aggregate meeting the made to Steel Pipe outside sdvert tVald J'1"h
CLASS "A" requirements of the New York State dimensions
Department of Trans partation, Standard -CruT�
Crushed Stone FIII
Specification, "Crushed Stone", primary No. 1 washed Stone Or A Mix Of No. 1
and No. 2 Washed Stone
and 4, or a mixture of primary size 3 Depth � 1/2 Oo+ 12" Mtn
Limit Of Trench Excavation P� 7
Limit Of Trench Excavation \ \ \\ \ - �
i
A O.D. A \ This ure 1.01 a lies to Pure Waters
A O.D. A \� \ sanitary, storm, and combined mainline \\\\\�\\\\ \\\ r e
—FRAME AND GRATE \\ \\\ sewers and lateral pipe installations, Select Fla
SLOPE PAVEMENT TO PERMIT SYRACUSE CASTINGS NO. 1187D OR APPROVED --_ L as
well as forcemains.
POSITIVE DRAINAGE -PAVEMENT / / /_ �, VA Compacted
select Flu PIPE DIA. DIM. A DIM. B
Compacted >/ + UP TO 18" LO' 6' \\\\ \ \\
Y3 CONC. FILLET / Select Fll j p0G, 90 �\
ADJUST TO GRADE WITH + 0 0p 0
PRECAST CONC. GRADE RING C C - / v 0 \, 0 21" TO 36" 1.5 9 1 -ow -
0 0J
8" MIN., 20' MAX. Stone C Q Stone \ 0 Flow
SUITABLE MATERIAL Beddlrrg d 0 n' . 0 0 m OVER 36- 1.5' 12" 6' SDR-21 PVC \`• `
COMPACTED TO 100% c -8• MIN. °' PRECAST CONC. COVER JCCCCCG' V \ 0', ` -- �Put°hr°'an M°"'
STANDARD PROCTOR 2'-6" DIA. : :o OC 0 C �C D C m �/
FORT MILLER, OR EQU _ Rubber�To \ \ \\ \\ \\ \\
IN 12' MAX. LIFTS %� OPENING Rock �V�/A�iAA � S :re Bedding Or Wain Sewer
f f ustarbed� Undisturbed C'erse Agg By
As No. washed St undisturbed Eartr D2241) Srve per
Crushed star»
p,. ermined The 6' SDR se
D� eioper's Engineer A Mix Of No. i Arid No. From hlo.,se y C
PRECAST CONIC. 2 Washed Stone _ �-35
yam\ SPECIAL BEDDING
N MANHOLE STEP O 12•o.c. BARREL BY FORT FIRST CLASS Depth " 1'2 °° + 6 STANDARD CLEANOU T I ORIENT COVER OPENING Mlll�� OR EQUAL CLASS "E' IN UNSTABLE MATERIAL 6 _—
PIPE SIZE AND TO AVOID PIPE LOCATIONS NO��•� 1 03-02-09 NSD SITE PLAN REVISIONS
ELEVATION �j�
AS PER PLAN �,� 5 TYPI CAL TRENCH SECTION PVC SEWER OR D.I. PIPE ALE 2 04-15-09 NSD SITE PLAN REVISIONS
y�
NON SHRINK GROUT - � '. yi C4•4 NO SCALE 3 1 07-15-09 AMF SITE PLAN REVISIONS
4 09-15-09 AMF SITE PLAN REVISIONS
===CAST CONC. �--_ � - -
INVERT ==RT MILLER, _ - �L -_--
5 10-20-09 AMF SITE PLAN REVISIONS
NO. DATE BY DESCRIPTION CONSTI
6' DIA
PROPOSED OR
s' SUMP EXISTING GRADE __ REVISIONS —
CERTIFICATION AND SEAL
NEW DID --
�� OF NyY
FIRMLY COMPACT o.= :,: WATERMA. .
BACKPLL ' ° 2 8 BARS
8" MIN. 1'-0" EMBEDMENT
TIGHTLY UNDER PIPE o ° d• ' DEPTH (TYP.)
INSTALL F'LTER FABRIC --SANITARY/STORM SEWER
PREVENT MIGRATION OF
12" STONE SUBBASE 12 MIN. INTO SUBBASE• MIRAFi
i 140N, OR EQUAL W
c-� W
fCLASS 52 D'=
E L 9504
(TYPICAL) cc
NoExc ��
0815
- 18" MIN. A�0FECC
4 STORM SEWER CATCH BASIN GRAVITY CONCRETE WALGREENS STORE No. 11335
GRAVITY CONCRETt
C4.4 NO SCALE DETAIL, SHKEET DS1) I ONE FULL PIPE DETAILEE , SHOET DCK IIE PROPOSED WALGREENS
LENGTH CENTERED ) NORTHWAY PLAZA
c3 RESTRAINED JOINT NDER COMBINED SEWER COMPACT DUCTILE IRON TOWN OF OUEENSBURY
o FITTINGS - MEGALUG BEARING MECHANICAL JOINT 45' WARREN COUNTY, NEW YORK
OR EQUAL (TYP.) CONCRETE THRUST BEND (TYPICAL)
o BLOCKS
NOTES:
1. WATERLINE JOINTS SHALL BE PLACED EQUIDISTANT FROM EXISTING UTILITY AT CROSSING. UTILITY DETAILS
I
2. WHEPE THE DEPTH OF THE EXIST. SEWER ALLOWS THE NEW WATERMAIN TO HAVE 5' -- - --------col COVER,COVER, CONTRACTOR SHALL INSTALL THE WATERMAIN ABOVE THE SEWERMAIN. MAINTAIN CADD PLOT: DRAWING NO.
18' VERTICAL SEPARATION BETWEEN WATER AND SEWER. SCALE: NONE
3. WHEPE THE DEPTH OF THE EXIST. STORM SEWER ALLOWS 18" OF SEPARATION BETWEEN -- -
o THE STORM SEWER AND WATER MAIN, NO DIP IN THE WATER PIPE IS REQUIRED. j DRAWNNSD
o VOID PLOT: — -
WATER SEWER CROSSING DETAIL -- DATE: 12/02/2008 �-�_
C4.4 NO SCALE RELEASED TO
CONSTRUCTION ; REVIEWED BY:
i
--— JFT ._ 1 OF 28 DWGS.