HomeMy WebLinkAboutWTR2703142.12N
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N STA. 35+42, LT. 42'
STA. 33+20, LT. 41 ' . 8"x4" TEE (MJxMJ) STA. 35+71, LT. 54'
DEAD -MAN BLOCK (2) 8" PLUG (MJ) '
PER DETAIL DEAD -MAN BLOCK
�j (4) J" SHACKLE RODS PER DETAIL
STA. 33+25, LT. 33' V FROM TEE TO 90' BEND (/') Cn
i) STA. 33+34, LT. 33' 4" 90' BEND (MJxMJ) , STA. 35+71, LT. 42' (f
4 90' BEND MJxMJ LiJ
(,� 8"x4" TEE (MJxMJ) CONCRETE BLOCK STA. 35+42, LT. 20 W RELOCATED TO: (MJxMJ) (�
W CB 4" SPOOL PIECE 8" TEE (MJxMJ) = CONCRETE BLOCK =
RIM 105.74
8 PLUG (MJ) �� t= STA. 35+42, LT. 28 4" SPOOL PIECE
CB � IE 1 oz_s (1 o"c NW) 4 ROMAC ADAPTER (DI -CI) 8 GV (FLxMJ)
Q \ IE 103.6 (10"C S) _ 4 ROMAC ADAPTER (DI-
IE RIM 105.74 i CONCRETE BLOCKS W ' �. W
CONCRETE BLOCK " „ ( ) =
IEE1oo3a(1(i�o'c s) 3 (4) �" SHACKLE RODS �� � � 8 x6 TEE (MJxFL) " �
U) ) ;� 8# NOTE: (f) a FROM TEE TO DEAD -MAN (4) SHACKLE RODS (n Q " (4) SHACKLE RODS P2 (1) Q
6 GV (FLxMJ) FROM 90' BEND TO DEAD -MAN
� MAINTAIN 6" MIN. VERT. � * FROM 8 TEE TO 8 x4 TEE STA. 35+35, LT. 28'
\ 10'
Of CLEARANCE W% EX. UTILITIES � 6' 7' ,;I ^�' 6 ,-
0 / 3 ® (TYPICAL) 0 '\ _ ® FIRE HYDRANT ASSEMBLY
S. 15TH ST. 2 S. 15TH ST. S. 15TH ST.
S. 15TH ST.
T`� NEW 8" DIP NEW 8" DIP o
6"CI W 6"CI W 6"CI W 6" 6"CI W 6"CI w
TMH
TMH�>_
8"C 8"C 8"C 8"C
STA: 33+34, LT. 9' rM
(3) 8" GV (MJxMJ) /
CONCRETE BLOCK - SSMH CB J/ - SSMH
CB RIM 96.37 RIM 96.88 RIM 96.37IE 89.3(8"C W & N)
RIM 96.88 IE 89.3(8"C W & N) IE 95.2(8"C W)
IE 95.2(8"C W) IE 95.1(8"C E)
IE 95.1(8"C E) IE 95.3(6"ADS SW)
IE 95.3(6"ADS SW)
TESTING CONNECTION DETAILS 10 TESTING CONNECTION DETAILS
$ INSTALLED ON 8-12-04 w
TESTING CONNECTION DETAILS 9 TESTING CONNECTION DETAILS SAWCUT FINAL JOINT
R TYP. EACH SIDE
8 PLACE CONCRETE
AGAINST UNDISTURBED -y "-
EARTH BOTH FACES r i_ <" ::'" ; a _
EXIST. ASPH. CONC. PAVEMENT, TYP.
v 8" plpE 12" �' CL 'B' ASPHALT CONCRETE PATCH
TYP (2 LIFTS)
/•� 6" CRUSHED SURFACING TOP COURSE
J III=1 I I I.I I I I_I I I I I I I_I (I II I=I I I L= TRENCH
STA. 43+81. RT. 61' CUT & CAP EXIST. 6" 0
8" TEE ^^' o�"'^ (MJxMJ) ,� ® WATER PRIOR TO (� a° D D �' SUBSEQUENT BACKFILL
CONCRETE BLOCK 0 TIE-IN CONNECTION 1.5 MIN. (SEE BEDDING/BACKFILL DETAIL)
s� PAY LIMIT OF TRENCH
STA. 43+79 4W,- RT. 70' -S"�' 0 -"i PATCH PAYMENT
8" TEE (MJxMJ) CUT & CAP EXIST. 1 (n 5'-0" FOR MAINLINE
(3) 8" GV (FLxMJ) ��� 6" WATER PRIOR TO � � 1 � SHACKLE RODS g'_6"'i.,81 STREET CROSSINGS PERPENDICULAR MAIN LINE
CONCRETE BLOCK ��� TIE-IN CONNECTION (4) shackle rods 0' (AS REQUIRED) *NOTE: MODIFIED REQUIRED TRENCH WIDTH
� (5 FT. T.O.P.) C from tee to reducer
0 7' 0 CLASS 5 1/2 SACK PER NEGOTIATED CHANGE ORDER
CONCRETE
PLAN VIEW
0 ....� �.! C 3000 PSI MIN ASPHALT CONCRETE PAVEMENT
T EX. DEADMAN __4 4- 3/4" SHACKLE RODS
'`�.l g � (4 FT. T.O.P.) ri rn FOR 8" PIPE RESTORATION DETAIL
' J RIM 106.87 „ „ CB
;a"„Q" an• Rctiln r�� �.,►a IE 99.7(12"C N) 0I 8 x6 REDUCER (MJxMJ) RIM 106.87 " NOT TO SCALE
'J) /Q.� IE 99.7(12"C W) .� CONCRETE BLOCK IE 99.7(12"IE c wj CENTERAN CONCRETE
199.7(12"C S) T1 �� �r IE 99.7(12"C S)
PRV VAULT AND FACILITY �� �!' 8 x6 REDUCER (MJxMJ) 12" MIN.
TO REPLACED BY CITY CB CONCRETE BLOCK
RIM 105.56 , RIM 105.56
CB
FORCES o� �. 4 fE 103.0(12"C E)
�O J 6 w
11314:2 0 C
IE 103.0(12"C E) 4' '
_ PAY LIMIT
w'1 SEE DETAIL 1 FOR STREET
7 ` -�- ---}- i-- --I- --4-;- _� �oN TRENCH BACKFILL RESTORATION REQUIREMENTS
CUT &CAP EXIST. 1 0 `° `� J u' v" 1.5 X PIPE O.D. MAINLINE
6" WATER PRIOR TO 3' (2)" hackle rods (ram 4' MIN. TO 5' MAX. 2'-0" WATER SERVICES & HYDRAN (LATERALS
TIE-IN CONNECTION from wet tap to deadman SUBSEQUENT BACKFILL MATERIAL
CLOSE EXIST. 6" GV 8" 90° BEND (MJxMJ) OTIVE RA IMPORT PERROSECTION 9-03 14(1)
CONCRETE BLOCK TYPICAL CONCRETE DEADMAN ANCHOR GRAVEL BORROW
WET TAP BY OTHERS
(7 FT. T.O.P.) DETAIL PROPOSED WATER MAIN WITH POLYWRAP
"
6" PIPE ZONE MATERIAL PER SECTION 9-03.12(3)
CONCRETE DEADMAN BLOCK SHALL BE POURED GRAVEL BACKFILL FOR PIPE ZONE BEDDING
& CURED FOR MIN. 5 DAYS PRIOR TO CONNECTION (INCIDENTAL TO PIPE BID ITEM)
TO PRESSUREIZED WATER MAINS.
EXCAVATION AND BACKFILL OF
6" UNSUITABLE FOUNDATION MATERIAL (IF NECESSARY)
f 1HDEPTH AS APPROVED BY ENGINEER
DEPTH AS REQ'D MATERIAL SHALL MEET SECTION
TESTING CONNECTION DETAIL 1 1 1 FINAL TIE-IN CONNECTION DETAIL 9-03.9(1) BALLAST
10 10 INSTALLED ON 8- 1 7-04(1aAqin WATER MAINZ WATER SERVICES
TYPICAL TRENCH BEDDING BACKFILL
SCUL _ oft
AS -BUILT INFORMATION PROVIDED , R" 1 "=20' "°"� NAD '"'► CITY OF 1 f 15/04
BY FIELD NOTES MEASUREMENTS RLM WATER MAIN REPLACEMENT nEuNwIft
wim "AN pas
RLM aw� R E N TO N TALBOT HILL ft
DATUM M
` "� G u m a m Planning/Building/Public Works Dept. PHASE 1 W- 3142
F"
w rip - A ;Pm *01Va NO. REVISION BY DATE APPR DETAIL SHEET (AS -BUILD Fiw. 12 or:14
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