HomeMy WebLinkAbout0135 WEST MAIN STREET - PLANS REVISIONS�
NO. DATE
7'
0 IEND OF BIT CON\C BIT CONC BERM BERM 30 T. L uxr .0_132.0(j)/K7O-0�31.0 ...... .[32.0 F3-2—.6-0-1 ................ ................................. 33.00 ....... ...........L F z
L)X
7-1 ,
in
...... ....... ....... REND lo p -Z............... ....... ............... ............... ............... .... 0.r . . ....... ..... .. ....... ....... ..................... .......... . .............................. ... 10...................... ut D 2"PROPOSE .......... ........... LL 0 RIM 31-60 IIm uj a.UJ .... 00 m zo INV= 2 7 46 ........0, 7-3
IPoo
\9 v 01 L 32.0 PROPOSED
LAWN SPRIIVKLAi�t9-31 14
P/ 2 C TS WA TER,
...........PRE CAST CONC.WHEEL STOPS Ll END OF BIT CONC BERM 34-................ ...... or_�z ........... -3—R................................... ........................ ..... R L 0.5( BOSTON,
.......... MASS. WORCESTER,
5 BEV1' HALIFAX, MASS. NORWELL, MASS.
...... ......... R 3', ... .1 7v;i 11�j
................. ... .... .... CRANSTON, R.I. DERRY,
N.H.
HYANNIS, MASS. MANSFIELD, MASS.
MASS.
kii
15' x ... ..... MASS.
BEDFORD, MASS. LEXINGTON,
... ............
I .................
...................................... .............W-1 32 L .. .......0��30 30.5 .............'3 0 ........... ......... OSFD
. ........ PROP
........... . ...... 0)PEND C TS Y04 TE rr 9 R=3 ........ R..... ......... .......................LUG B c
1.09 ku........... ...........j . .......... 30 I................ s
RfV-CAST CONC P YPIQAt)
�C f�2O N(T rYPICAL)_1 L_4j WHEEL STOPS ....... . ..OF BIT CON ..... ...C BERM\ L44 RE-CAST CONC,STOPS (TYPICAL)... WHEX V) -.r 11R 3
.0 2.0 32 00" IN6
SMH L RIM=3 INe- 27 466 P VC 41A TER PROP")SE D ........... I..................... . ......oc�
. .......... .................. ...... CONSULTANTS
15 P 0 BOX 56
.... .. ... 617 775
HYANNIS, MASS 02601
...........
....... .......F F 33.0 0 N ..........
.... .. . . DIVISION OF
'32 0 BOSTON SURVEY CONSULTANTS INC.
.......... .. L ENGINEERING SURVEYING tt..... . ............. ....3200/r32 6� PLANNING
w... .... ...30 55
7-- 235--- 3/ . ..... TITLE.
'CB RIM 290 29 2 F3 29 3o I.7 I-27 1A
-5 40 d? <1131T CON 44 m BERV cr /� T_ r7/ LLj/loo 0 31 T END OF I (D az
ILd 0 Z Ifill�142 7_4��[Too] ?9VFt!WP W f� V>" N1 rz: ";_� _k �ok
009Z F E ,;Z1 *N /.;, e �,6;�A'6 N r 7 rPA*I TrtTi, Fir 1,Wo. 7'POLY\JINYL CHLorips .c.� SCALE METERS HEAVY FEET 0 Ao
DUTY 2" 1 4" 2" FINISH GRADE FRAME a 1/1�' PER FOOT f 5'-O" GRATE DATE:7'I" TYPE I FINISH COURSE BIT CONC.CuRB`LR=I I" TYPE I BINDER COURSE 7' COMP./DESIGN.A -AIX I-0" GRAVEL (MIN) -,r- -�41 C= CD CD CHECK:CD -7-c 6 OF 3/4" TO i-f/?" 7 8 CD CD CD & , , 1/, 71 DRAWN- -7 WASHED STONE _4; 4 c:D C=:) PRE -CAST LEACHING FIELD:A1 A-1 TYPICAL .4 6-6 �-Od CATCH BASIN BITUMINOUS CONCRETE BERM (LOAD RATING: AASHO HS-200 FILE NO'
NOT TO SCALE TYPICAL DRIVEWAY CROSS SECTION DWG. NO. JOB NO:SHEET: OF'
dD✓u5T TO REQu/SEC' G¢dOE f - ,
A,fdNNOLE 1=Q4ME h//TN A M/N. O - Td--/O GOL.IZSES 5 M/N REVISIONS:
MATERIAL SPECIFICATIONS NO DATE
8 QND COVER p!z kVAL L _� — _--------- -_
r 15d 5& 5LGd TO
C"D/VC,QE TE l3d S>G M O.e 7d)e \\
8' MIN, \ �Qdl�/NG .e/�/GS TYPIG.4L. i t E-XTE-/V0 A PIPE, FITTINGS AND JOINTS: -�
P,2EGQ ST QE/N�02C,ED LE=d ST ep"
e `� -� ----_T 4C P/GE I A3EY0JV,0 OUTS/DE• (a) Asbestos-cement pipe for sewers shall be of the class indicated on the drawings, and shall con- ,
C�w�.eETE MN CONE I form to the requirements of ASTM standards specification forasbestos•cement,nonpressure sewer
4C PIPE �G PiOE -1 i '
Off• t-t/d L L q p
�!T pipe, designation C428 for Type II pipe.
ZI
---------- . - I o-. (b) Fittings for use with asbestos-cement sewer pipe shall be asbestos-cement fittings of the same
A r .4 LUM/NUM
--- MH !STEPS 8 -pI Y pipe.
___._ --- = - - -- - - _ � ouali as the
i t
Q
tv j--- - -- --- - ------ - - - �c -J i fi T - (c) Joints shall be made with asbestos cement couplings and rubber gaskets.
-----
a � I�
O. o t 4 i *••.
�7YPI CA L J -- - - - SEWER MANHOLES: k
�. GASKET JO/NTS
n , (a) Precast reinforced cone+-ete manhole bases may be used in lieu of standard cast in place concrete
,&C PIPE h/17-H , = (7Yoi-d1- TYPICAL I '-O • MdX1/NUly/ - / . NOTE 0PE-n1/NG5 F-Oe PjpE bases provided that all openings for pipes entering the manhole are cast in each base at the
COL/PL/NG L1ND II �.i� .° PRECGST __ t- a' LE-NGTH ox- dC Plow - -/ SHALL. F-3,E CAST /N THE- BdSC- required positions during manufacture. ---
E NO PL t1 G 4--Oe
FurURE GO/vNECr/O/v 8'A4I/V. _ ---- LIT 7HE- eE-Q h LOGd T/DIJ
�I CONCEETE MN 4 pU1e/NG ITS MdNUFdCT"uRL� (b) Precast concrete sections and appurtenances shall conform to the requirements of ASTM
` CL d SS G CONC.e6-TE
-� standard specification for precast reinforced concrete manhole sections, designation C478-70,
8 d.2 PE L
�/E Lv CUT OPEN//�K;S lam/ILL except that:
f C,ed DLE ScJPPO�eT- N;ti ' �-C TlO1�ld L PLdly E--F /VDT B.E PE�/1.lI TTED _�
Wall sections shall not be less than 5 inches thick;
ZE-1 MFOZC F--MENT TO aE
o SAME A F-o.e MdnIHOLJE (2) Type II cement shall be used;
145 SSE v
R/ RS . dT PIPE PEN/NrJS p_ ,e,,UG .QUBBEP ( 9)
Z (3) Joints between sections shall be made with round Orin rubber gaskets with a suitable
,r::(>,eM c;ROb✓E /N =� O �1 WF-L D STE6 El- HOO groove of P To on the spigot
° ad S.rE7- ✓OI/VT 9 p g ends and shall conform to the requirements of ASTM standard specifi ti
,BASE CONG.eeTE 4 Q a 5 MIN INTER eUi�7E0 .2EIN�o.PG/NG \` cation far joints for circular concrete sewer and culvert pipe, using rubber gaskets, desig
SST/0N4L PLlSN C "C [..//TH STEEL .2/NG --� � � e
nation C443.70;
F02M Td 26C.E/VE m ���.� - (4) Manhole sections shall contain manhole steps positioned and embedded in the concrete aL�N VoF
TONGuE Oz o - r -- -.__---
when the section is cast.
.QREL
M -�. 6 XCv 0/D WE [.oEOx
B D r
TL_ w/�E G�tB�eJc O.e (c) Brick shall conform to the requirements of ASTM standard specification for sewer and manhole ,
brick made from clayof shale designation C32-63, for Grade SA, hard brick.
Af//V cl d SS e _1
EQU/VdZ_ AJT ( g 4
MENT '
(d) Castings shall be at leas,class 25 conforming to the requirements of ASTM Standard Specification •'�, �`�`
1
for gray iron castings, designation A48-64. The surface of the cover shall have the word "Sewer"
COJvc,eETE dSE
_ _ _ _ '_ (___ cast thereon. The specific configuration and manufacturer shall be subject to the approval of the
local municipal sewer agency or commission. l PP
t t
�cipa age c
711!
BOSTOM, MASS. WOACEST@R, MASS0.8 •..•. • --- - -
• s"M/N. .� - COJVC2ETE ____.--- --- - MASS. NOgWELL,
GRAVEL HALIFAX
l _ } __• o r z _&P 'M/M BEDFORD, MASS. LEXINGTON, MAIDS.
l 6"NI/N•--� 4 " _____ _-___ _ _ _� ,4�' GGL✓p[ iNG _____ ___-h- �__ (a) Screened ravel shall be well graded in size from 3/8 inch to 3/4 inch and free from silt or other HYANNtS, MASS. MARRY{EtD,
C�.d4S C CONG2ETE .•. , .
PZ_ <; •• ° • objectionable material. CRANSTON, MASS.N.H.*
CQ.d GG E 3�UPPOrr z 6 MJ/V. - • • -- C 014PAGTEP
C.GesS G oLLIC EO dPTE.e NON- (b) Gravel backf ill shall conform to the requirements of Section M1.03.0,Type b,of the"Standard Spec-
P/P �tddX. ifications for Highwaysand Bridges" of the Commonwealth of Massachusetts, 1973 Edition.
,dx' -
�tD!/�I T GYP/Cd L �E'G VE L^ 9
- CGdSS G GONeCETZ I SET. L,Np/STU,E'/jED
C,edol'.E 7O F/.eST B2/CC Md SON2Y CONC2ErE MA SONNY
BASE TO BE RIPE- ✓O//VT CTYP,� IJ./✓E=•2T I i/V fE-2T MdTE.2/dl CEMENT, CONCRETE AND MORTAR
(a) Concrete shall conform to the requirements of Section M4 of the "Standard Specifications for B C
CoNsr,euc>�v oN r/d LP SECT/c�/�J p- I� Highways and Bridges" of the Commonwealth of Massachusetts, 1973 Edition, for the class of
COMPACTED - ��'T/DIV �-B concrete specified on the drawings. Type II cement shall be used.
S�C7/ON A A
67,65T IN PL Q CE CONCRETE OA SE (b) Mortar shall be composed of Portland cement,hydrated lime and sand,in which this volume of sand
R` shall not exceed three times the sum of the volumes of cement and lime. s
HI
CONSTRUCTION SPECIFICATIONS
} 4" (GAh't IKON FlIvr, h1�GTl4Ng
E-
GENERAL:
7�E/VGN dr>ICKF/GG TORE --
PLdCEO GNO COM0.4GT2rA i_ _
(a) Sheeting, if used, shall be left in place below a line l'-0" above the top of the sewer,plpe, unless
TD SAME otherwise indicated or directed.
,,ELEY CW --Aew 3/vE OF '
U (b) Blasting, if required,shall be performed in accordance with all Municipal Ordinances and State and
CN/A4NE Y. , _ `}' �K1r GUMV G G.1.. r I I'Ir•
Federal laws relating to the transportation, storage, handling, and use of explosives.
LENGTH 4S D/12CCT�ED-oe _-�
;
SPEC/F/ED �, -,Yr1�,AL CON(, TI- KI� ,7T &L,06, S (c) All unexcavated rock within 3'•0" horizontally of the ends of buildingconnections, branches,and
3(�O whi /N ZB C/AYh stubs, and down to a horizontal plane 6" below the bottoms of such connections, branches, and
END1t' ---__.______-__.___.____ _--_____ __._._._____ ______ stubs, shall be shattered.
'� PLUG
(d) All exterior surfaces of manhole grade adjustment courses shall be covered with 114" to 318"
masonry cement plaster.
VON UL 1 AN
• - - - __ _ _ O All openings remaining in the walls or base of precast manhole sections after pipe installation p�
''�._V z .•.:':• r i - - - -- _ TYM GAL O L KAN OV-r am w,,.x .tis
�ca shall be plugged ,
t7ER OF P/P 1N P gged with non-shrink grout. HYANNIS, Q 1
SHEET/N6 TO BE
i PLACED .�oe09s P uM3Hr`ETEDTlsqjy�'
TtD (f) The exterior surface of all manholes shalt be given two coats of bituminous waterproofing material, 617 775 -7156
--- — - T-¢ENCw T-o ReTe/A!
t (3 ___ _ _ __-.-___ _ _-_ - __ __ __. ___.___ . Time shall be allowed between coats to permit drying.
I L+ SEL EGTE D /Z",�l A/O SMAI4r_R I '
CLASS d 6`1C 'EA1&0 aZAVEL I IM.[�TEk'/dL 3 -O � 4 2 Prior to backfillin an DIVISION OF
(g) g y portion of the work,the contractor shall have the work inspected by a local BOSTON SURVEY CONSULTANTS INC.
,DNS LEST/N nt aGE i 6e0 Cu2vE T/-l020c./l�lL Y municipal sewer official or designated engineerlagent.This inspection shall in no way relieve the
G'oNc'.¢ETE -- � �POTdTE AS �PEQUl2Ep
CpMPdc7ED contractor of the responsibility for the ultimate tightness of the line within the following test ENGINEEA?NG • SURVEYING + PLANNING
requirements.
L'- B,edNCt1 ; TITLE:
6E-CT/ONGL PLAN r-r- SHEET/NG /F USED SNdLL BE
LE-,Fr IN PLACE BELOW �"NE TESTING: �j �w
COMPACTED L/NLC OF /✓d.r2.20�✓ T�PF�t/GN L/.N/T -----�- TV r IOAL• ✓t
r !3G•OG. CONNEC 7A! N S'C.eEENE0 EXCFPI h/NE2E QTNE.eI.�!/SE
FiVD F�LL1G l h/NE�E �2EQu/.QED ,PEFE.r° -t- 4''MJN I( �. Upon completion of the work, the sewer shall be flushed and tested for leakage by filling the pipeline with 'jam r
G1 L A N - _ /JVviCa7-E o o.e Oi.eEcrEo clear water and maintaining a head of 2 feet of water above the crown at the upper end of the sewer. If the
7"o TT'P/laL DETQ/L ,, c� leakage exceeds 125 gallons per inch diameter per mile of sewer per 24 hours, the contractor shall locate
and repair leaks, and retest,
- t i
.. ., . I C1N�'/$TLJQ$E� �_• mgvo•o � � -7•QE�I/CN ln//OTN h!
Y SPL1 NGN - tT -
M.d TE)e/,d L ! i
SECTION B F3
I ••
III '
Nd L 20W 7-i�En� /L J MiT
Pd YMENT L/MI TS I - 4,eOUND S"RFdc& - NO LEOGE O,e
-oe BUILDING CONNECTIONS I I Jjl uNExcdvdrEn
GArd VEL
.45 �p-- -�_ I { -- ---- N j - - P,2olEv-T QEYONC
TO ENCd SE I PRO V/DE 2"sC 2"
Y-brZAVCAIES - - - �� _ opt.e
AS SHOWN --- _ - T-j3¢A/JCN BUILD/NG CONNKTlON f7E PTN �i4YMENT L/MITS I F I
MIN. SLOPE- //4 ' Pr-R
"L•-T - �V• p/PEGTEO. oi�2FGTED �k'C1tVd T ----- yM
! T /ON i'4 E r
w SCALE 4.� pWN
PleOVIP& 5G�IEENED \ / l ��6 / LJNJ ITS METERS
FI G R LI VE L TO I FT. ABOVE r2G�•/�
L7 -T F PIPE END AND °° GaMo.4cTiav CC.P.EENED �' EXC4V.4r/ON FEET 0
I-2' t1VEG LJGG/n/Sr
. 2 Fz' J3EYOND -
-`' �QQ,� . •. : �° _ uNo/STu 2BE0 � � 1l! --! DATE: /KDkFZZ1P /5,I'18l
COMDdCTED . . .. . . . 0 _ - - - - .4TF',2/,dL O,e i M
" - -- - COMP./DESIGN: F2l
SCPEEW E-0 C1r�1YEt ::•. L'L d S S 4 C 4 NG d 2CN °:a ___--- _ - -
UND/ T �$EO 6 i/c�/N• , TO Ek'7EN D 70 S/DE OF _ _,_ ,°. •. 2 - O ti.►,e r�.e�a 1. --- _ _ --- -- -- -_-- - __ -
3 U . �. C H E C K -t`t - ---
M.d 7'5Z1Q e- OFQ A TI.7 7RE NCf/ /N ' N�L1 Lf= SEG7/ON I HALF SECT/O/V
U N f7/5 TU 2 dE lJ
SceEENEn <;,eevE� .-�. tN �OG� DRAWN:
I '- �o M/N, -• r _. lZOGr EUTENGT A.QCf/ � MdTEQlGL GRd DLE- /�' E ART�
�ED,Q7'J,I OJ~ �GL^C) -•�--� TD d"F�zl�+ s/DE OF T,e6'n.C'f/ F=IELD.
-
SECT/ON G-G
T�2ENCt� FILE NO:
UI LPI CO�A..1 T/O,AJ ,OI✓ No:
No s�A�s DWG NO .�O!
,QC
SHEET: Z OF. ?
MAKEPE•rF P-t)60"
MATERIAL SPECIFICATION REVISIONS:
L►MITS 0�- - No DATE
----
(a) PIPE AND FITTINGS:
Asbestos-cement pipe shall conform to the requirements of ASTM standard specifications for asbestos- _
G 20U N D cement
Su pressure pipe,designation C 296 for Type II pipe. Unless otherwise indicated,all pipe shall be Class
eFAGE —
150.
ds REOv12E� �
t3UT NOT L-ESS All asbestos-cement pipe shall be cured by the autoclave process.
`THAfQ 5 - O •
UNr--ESS 0T"E2wISE \ All asbestos-cement pipe and fittings shall be manufactured in the United States of America.
dt�P(ZOVE� �'L-ass c ��n��c - _
F3aCr'N� AGd NST Pipe shall be furnished in 13 ft. lengths,
however, enough half lengths, short lengths, and full machined
LJ N-r I sou eeE=o lengths shall be provided for use as lengths at connections, :ttin s, structures, and appurtenances.
y
\� v'nLVE Sox �_ _�� �` x�e-re-2,eL-
9 P g g
(AD-�usrnt3l.E) , e
Fittings for use with Asbestos-cE.ment pressure pipe shall be all-bell, push-on or mechanical-joint ductile-
102 P ° iron fittings conforming to ANSI specification for gray-iron and ductile iron fittings, 2 in. through 48 in., for - -
STOP water and other liquids (A21.10-1971). Joints shall conform to the requirements of ANSI specification for
° '•�° C Ue B STOP rubber-gasket joints for cast-iron and ductile-iron pressure pipe and fittings(A21.11-1972). Fittings shall be
• °°,r ' of a pressure classifi ration at least equal to that of the piping with which they are to be used. --
Sworn certificates of the specified mill tests of the pipe shall be submitted in duplicate to the town.
614'.-� I,. CDPQEP ° °,o - PeflYlPF- 0
°.°, OF Se-REEN� U ND 9Get ><
°
° Cs2AYEL -- —
(b) JOINTS:
� 5 - O" 1�r1►N
j Joints shall be made with asbestos-cement couplings and rubber gaskets. The couplings shall be of the _—
same quality as the pipe with which they are to be used and shall provide tight joints when subjected to the
same hydrostatic test designated for the pipe. Couplings and gaskets shall be provided in sufficient quan- -
tity to allow for breakage and loss. The rubber gasket shall be confined in an individual groove and their
OPOSE D 1�/4T� tz MAIN - - - proper position must be capable of being checked with a feeler gauge after assembly in accordance with
AWWA installation specifications for asbestos-cement pipe.
✓i'o.��j{ f MAss
LdSS CO;. - - CONIC W INSPECTION, TESTS AND ACCEPTANCE: /� kE.NWICK
CINc dGrrlST ---- --- ------ ---- --- -- - -------- o B.
d
m
c� CHAPMAN rn
u Nvl�Tu2(3ED Mhrsz>e.e All pipe delivered to the job site shall be accompanied by test reports certifying that the pipe, couplings �\��Nn 27654 v
TYP eat PE ;ZMd WENT SSeYICE CONNECTION r - and/or fittings conform to the above mentioned specifications. ` „=c,s
No scALE "TYP CA L -TEE `TL'ENGu WIDTH W ,' 'sio_NAIL
w VALVES, HYDRANTS AND APPURTENANCES:
DIAMET-ER 0f= PIPE , W W ----- -- - -- - - - - — -- --
UNSHE6TEP SHEETFp
• (a) Hydrants shall be compression-type fire hydrants conforming to the"Standard Specifications for ------------'-__------ - --
• - - - - ------ BOSTON, MASS. WORCESTER, MASS.
JD�n,r
►2 " P SMA LLEIZ 3 - U 4 ' 2 " Fire Hydrants for Ordinary Water Works Service, AWWA C-502-64;" HALIFAX, MASS. NORWELL, MASS.
MEC�aNlcotr __ - ------
ND PL uG (b) Gate valves (4 in. and larger) shall be iron-body, bronze-n-iounted, double-disk gate valves with BEDFORD, MASS. LEXINGTON, MASS.
HYANNIS, MASS. MANSFIELD, MASS.
r mechanical-joint with
or hub ends. Gate valves shall be of a pressure classification at least equal to the CRANSTON, R.I. DERRY, N.H.
.�, - -- ---- pipe with which they are used. They shall turn right to open (clockwise);
HYDr?ANT -T-D - ------- ---- GYM M (c) Corporation stops shall be brass and have AV�'WA thread inlet and union coupling connection
MAIN T copper water tube;
BE d�JUSTEp �a::e4� # ---- - CLdSS C CO NC PP
-TO G 2d,P AS r BBC KING dG d I N sT .I N 15 H c�eaDE (d) Curb stops shall be round way ground key stop and drain with copper flange on both ends. Buffalo
Y621ES U12ED, IP0-Te-TE OQ aS tz>=Q p � � L71 sliding type service boxes with 21/2 in. shafts and covers shall be supplied for all curb stops;
A s N Ft E ss a Q Y. M ATE tz 1 A. L_ ��S�lfi9lT- - - --+- 1 ---�� ��11' -
(e) Valve boxes shall be provided with each buried valve unless otherwise specified o,required. Valve B C
12o rdT� N�D1ZdNT �Y�fa��L J7(_UG boxes shall be of tough even-grained cast iron and of the adjustable, slip, heavy-pattern type. They
-rZZEucH w v+,+ shall be so designed and constructed as to prevent the direct transmission of traffic loads to the
L1S TZEC2U I t�ED dS 1zt=Qu12E D-
Bar NOT- LEsS FINISH ND SALE WJK 1�dYMENT LIMITS FC�e
NO2MAL ExCaV�TiON Pipe valve;
"TN hN 5 O' W (f) The specific configuration and manufacturer of valves,gates, and appurtenances shall be subject
C'vMPAGTFD bL1G{GFILL to the approval of the local Municipal Water Agency or Commission. s
i
�i�
417JUSTAt31-E 2
+c� CEMENT CONCRETE:
I y
154cr-FILL- ZONIE .4ZOuNp (a) Concrete shall conform to the requirements of section M4 of the "Standard Specifications for
PIPE WITH SELECT Highways and Bridges" of the Commonwealth of Massachusetts, 1973 Edition, for the class of
1 N1A-TE-ZIAL_ CDN-T A I N I NG concrete specified on the drawings. Type II cement shall be used.
VyL1TE2 N1QIN CONctz�T-E n 2 FT \ NO STONES LARGE Q.
VALVE � ,�.' ; ' -T">aTZUST E>LOGC 1N E!�¢rN � 7H,&N 2 - 'Kle-HES GRAVEL_
' FILL c.Or.►ceETl< _ _ _- -- I 4 (a) Screened gravel shall be well graded in size from 3/8 inch to 3l4 inch and free from dirt or other
--- ----- ••• ° I �.. BACKING dG41NSr• � - -�_ • �
t -- - - K UN�IS-TUQ6s� �. _ - ' UN PI5TU�ZBEP + C-) 7 Wit` M I N ►r t R�K objectional material;
t t - - SU1 TAISI-E MA7�214L brz f
M,6TEe►dl _ _ B�Y� ,LL - (b) Gravel backfill shall conform to the requirements of Section M1.03.0, Type b, of the "Standard
Specifications for Highways and Bridges" of the Commonwealth of Massachusetts, 1973 Edition. -- -_
C1 L1S5 °G GONG. - FL,.6T STONE 1�,E-LL TEE NLJT WAS"C_ 2 IN E APB fi N k'C
.01 CAPE COD SURVEY
F3�C C I nlG 4Gd.t NST pQ Go t�G
UN P,ISTU2De
EE Pt?AYIpE 4 Cam.c=T of SCIZEENL`P G.P.�.�IF�. `-T IE; 120PS - � $p��10ET C_! L�MP --- -- -------___--
h�4TEk-'-►Lai CONSTRUCTION SPECIFICATIONS CONSULTANTS
Oft Gt�VE L SL�GIGF-tLl� 'TO dT L>E OST �'•
A,ao V r_- v2el N NOL-EC' gp00 L P O. BOX 56
W4A7 7 NCN T7E-i'd l L GENERAL: HYANNIS, MASS. 02601
PEE LL 617 775 -7155
(a) Excavation for water line, structures, and appurtenances shall be as indicated on the drawings or
as directed by the engineer. Minimum cover shall be 5 ft. except as otherwise noted on the DIVISION OF
crawings; BOSTON SURVEY CONSULTANTS INC.
• •
(b) Sheeting, if used, shall he left in place below a line 1 '-0" above the top of the water pipe, unless ENGINEERING SURVEYING PLANNING
`TYPICAL HYDIZQNT ANP VdLYE" tPETAI L otherwise indicated or cirected; TITLE:
(c) Blasting, if required shall be performed in accordance with all Municipal Ordinances and State and
NO scelc _TYPIGQ L_ VALVE= GONN ECrIC N Federal laws relating to the transportation, storage, handling, and use of explosives; ` '�TF �✓-rAI
No sGec-F_ (d) Valves, hydrants, and valve boxes shall be set plumb and centered with the valve box directly over A% �j
the operating nut. The hydrant connecting pipe shall have at least the same depth of cover as the
distribution main.The hydrants shall be set upon a slab of stone or concrete not less than 4 in.thick
and 15 in. square."The side of the hydrant opposite the pipe connection shall be firmly wedged
against the vertical face of the trench with a concrete thrust block. As indicated on the drawings,
not less than 7 cu. ft. of screened gravel shall be placed around the base of each hydrant at the
�F lNISHED G2AVE location of the drain holes;
(e) Prior to backfilting any portion of the work, the contractor shall have the work inspected by a local
municipal water official or designated engineer/agent. This inspection shall in no way relieve the
contractor of the responsibility for the ultimate tightness of the line.
I
VZ\LV Cr 00x
A 2E_c, J) D (AGRJU S7.4 L3L E ) - -- -_ __--- ----_- .__-- -- --- -___-- TESTING & DISINFECTING
&JT NCT LESS -TA5LE OG 6EL21MG AZ6AS IA1 SGL t-r AGe)NSr UN -
----- -
rE{dN c vl sru�aEo ,HeT ce,a moo¢ wATEe ►nal N �,rT Has (a) The pipe being tested shall be kept full of water fora period of 24 hours prior to the tests to be taken;
jgIZE of AS° TEES ,°a MAIN IN 13ENP F�U6S 5CNV (b)-
The pressure and leakage test shall consist of first raising the water pressure (based on the
elevation of the lowest point of the section under test and correct to the gauge location) to a
�dTE vALVE 8' LEss - £3 I o B pressure in pounds per square inch numerically equal to the pressure rating of the pipe. While
C 12' 22 16 l3 4V
maintaining this pressure, the contractor shall make a leakage test by metering the flow of water SCALE A,0 rOWN
-f to into the pipe. If the average leakage during a two-hour period exceeds a rate of 10 gallons per inch of
- I METERS
diameter per 24 hours per mile of pipeline the section shall be considered as having failed the test; `�--_ - - --- ;
_ -- - — -- - - -- - - FEET 0
_ CLbsS C " coNC (c) If the section fails to pass the pressure and leakage test, the contractor shall do everything neces-
sary to locate, i l the defective fi
—_
�. y ,u ,a repair or replace e eecve fitting,orjoint.Additional tests and
LAP Pe)PDATE:, MP�JZG/-{ !g, /'18I
� T CON G 2 ETF— $QGII!I K16 Poo V` ,&TS-2 PI P� repairs shall be made until the section passes the specified tests;
uN DI s'TU Q13>``n - COMP./DESIGN:
• Md TE QI A L- (d) After a section of the piping has been tested and found acceptable, it shall be flushed thoroughly.
• After completion of the flushing operations,the contractor shall disinfect the mains with a solution CHECK: Tr
consisting of 25 PPM. of chlorine (which shall be retained in the main for at least 24 hours) in -- -- -- --- - - -- -----
-7Y '1 G�►L G b't'E Va L-V I- accordance with the AWWA specifications for disinfecting water mains, designation C 601-68; DRAWN. T MCDONOUGH
NO G:��A LE (e) Following chlorination,all tested water shall be thoroughly flushed from the main at its extremities FIELD: '
until the replacement water throughout its length shall be provided comparable to the water served ---- --
the public from the existing water supply system. FILE NO.
DWG. NO JOB NO. G qZq
SHEET 3 OF: 3
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