SW5200701_Plansheet - Misc. Detail_20211026 (3)

TEE
A
B
C
6'x
6'x
6'
2'- 0'
1'- 0'
1'- 0'
8'x
8'x
6'
2'- 0'
1'- 0'
1'- 0'
8,x
8,x
8'
2'- 4'
11- 0'
11- 6'
12'x
12'x
6'
2'- 4'
11- 0'
1- 6'
12'x
12'x
8'
2'- 6'
11- 0'
1- 6'
12'x
12'x
12'
2'- 8'
1'- 6'
1' 10,
-GRADE 3'- 6' MIN. -
ABOVE TOP OF PIPE
I
I SECTION
I
I
U
A I 2500 PSI CONCRETE
I CLASS B REQUIRED
2.1 TRENCHING & BLOCKING OF TEES
NOT TO SCALE
CONCRETE THRUST BLOCK
AT ALL 45- BENDS
8" DIP -
ST COLLAR
3/4" THREADED STEEL RODS.
(MIN. 2 REQUIRED)
5'
MIN.
GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE
COATED WITH 2 COATS OF BITUMINOUS BASE PAINT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT BENDS.
2.2 VERTICAL BEND DETAIL
NOT TO SCALE
1. RODS SHOULD EXTEND TO TOP OF PIPE CROWN,
2. X x Y MUST EQUAL THE SQUARE FOOTAGE OF THE BEARING AREA AS SHOWN
IN THE TABLE BELOW,
BEARING SURFACE AREA FOR VALVE FOOTINGS
VALVE SIZE 4' 6' B.
QUICKSAND, POOR SOIL (1000psf) 3 7 12
GRAVEL, COURSE SAND (1600psf) 2 5 8
SOFT CLAY (2000psf) 2 4 6
FAIRLY DRY CLAY, CLEAN DRY SAND (4000psf) 1 2 3
DRY CLAY, COMPACT SAND (8000psf) 1 1 2
POOR ROCK (10,000psf) 1 1 2
3. COAT EXPOSED STEEL RODS AND CLAMPS WITH BITUMININOUS BASE PAINT,
UNDERGROUND CLAMPS AS
MANUFACTURED BY STELLAR
CORP, OR EQUAL SIZED
APPROPRIATE TO VALVE,
CLAMPS BOLTED TO STEEL
RODS.
PVC PIPEA
PVC C-900 50
CLASS 1
, O
3/4' THREADED STEEL RODS
USE 2500ps1
CONCRETE IN
FOOTING
Y.
5' 3' 3 5'
2.3 STANDARD VALVE FOOTING
FOR PVC MAINS
NOT TO SCALE
NOMINAL
A
B
C
TRENCH
DIAMETER
WIDTH
4"
2'- 0"
0'- 9"
1'- 0"
2'- 4"
6"
2'- 6"
1'- 0"
1'- 4"
2'- C
8"
S- 0"
1'- 6"
1'- 10"
2'- 8"
12"
4'- 0"
1'- 6"
S- 0"
3'- 0"
GRADE 3'- 6" MIN.
ABOVE TOP OF
SECTION
2.4 TRENCHING & BLOCKING OF
90D BENDS
NOT TO SCALE
NOTES:
MARKED ON TOP-
1. ALL HYDRANTS SHALL BE PAINTED WITH
FOR OPENING
SPECS) CS)
HYDRANT TO BE PLACED
QQ�� WITH PUMPER NOZZLE
RUSTOLEUM 64 FEDERAL SAFETY RED.
2. HYDRANTS ALL BE OILED/GREASED
AFTER INSTALLATION.
FACING STREET
3. SEE SPECS FOR TYPE THREADS ON
NOZZLES (ONE
PUMPER NOZZLE
OO SPECS FOR SIZE)
5. WHEN VALVE BOX IS PLACED OUTSIDE
OF PAVEMENT, PROVIDE Yx 2'x 4'
EACH(SEE
SDR
CONCRETE SHOULDER SLAB AROUND VALVE
FINISHED GRADE
mr
,CURB do
TELESCOPIC VALVE BOX
GUTTER PAVEMENT
BURY UNEJNOT
LESS THAN
2E
7 CU. FT.
CRUSHED STONE
m VALVE
eol-y ':
I
1 TYPICAL EYE BOLT
L
I M1 4'- 0' MIN. OR AS SHOWN ON
8" GATE VALVE NOT TO SCALE
i
1 PLAN 3 PROFILE SHEETS
�
�3'- 0' MIN
6" D.I.P.-
CDNC. BLK'G
TEEEBBLSIG
MAIN ��
TYPICAL EYE BOLT (SEE DETAIL)
Y
5/6" DIA. GALV. BRIDLE RODS
WITH STAR JOINT RESTRAINT
`I.-
SYSTEM. COAT WITH 2 COATS
OF BITUMINOUS BASE PAINT.
CONC. BLOCK
Y x P- 3' x 4' THICK
PLACE EYE BOLT THROUGH
CCNC. SETTING SLAB
GLAND.
2.5 STANDARD FIRE HYDRANT
INSTALLATION DETAIL
NOT TO SCALE
NOTE&
REINFORCING REQUIREMENTS
SHAPED INVERT
A
LPIPE
REBAR SIZE •X' BAR LENGTH 'Y• BAR LENGTH
NO REOD.
1. SEE CONSTRUCTION
SPECffICATIONS
6. BACKFILL TAMP IN 6'
LAYERS.
LADDER STEPS �'.
NOMINAL TRENCH
6'- 36•
#5 2'- 2' . O.D. PIPE 1$- 1'
X-24, Y-12
DIAMETER
A
B
C
WIDTH
48•
#6 3'- V . GO. PIPE 1'- 3•
X-24, Y-12
BLOCKLAN. FOR LOCATIONS��T
7 ONE FULLCUJ JOINT OF -PIPE.I
6'
1'- 4'
1'- 0'
1'- 2'
2'- 6'
3. CONCRETE SHALL 2500
B. LAST JOINT OF PIPE WITH
SHELF SLOPE
8'
1'- 6'
1'- 0'
1'- 4'
2- 8'
THRUST COLLAR AND THRUST BLOCK SCHEDULE
PS.L
MECHANICAL COLLARBE
L JOIN TPIPE.
12'
2'- 2'
1' 0'
2'_ 2'
3'_ 0'
LA PIPE
'A' 'B• 'C, 6'- 16', 20'- 24', 3V- 36, 48'
4. REINFORCING BARS SHALL
16'
3'_ 0'
1,- 0'
2'- 8'
3'- 4•
6•- 36•
1'- 4' 1'- 7• 2• 3• 4'
-
TOGETHER.BE AND TIED
9. OF P.PE G 4' FROM PLUG END
•
20'
4'- 0'
1'- 6'
3'- 0'
3'- 8'
48•
1$- B' 1'- 9• _ _ _
6.
" P.. • • R
24'
5'- 0'
2'- 0'
3'- 6'
4'- D'
5. TRENCH BOTTOM WIDTH
IN WICS)IN OF THRUST
30'
6'- 6'
2'- 6'
4'- 2'
4'- 6'
BLOLK(S) INSTALLATION
INSTALLATION
BE THE MINIMUM
Z
I
SECTION A -A
V�IDTTH.
[-PROPERTY LANE
GRADE 3'- 6' MIN.
ABOVE TOP OF
PIPE
m
9
2500 PSI CONCRE
1Zf7f TTnm CLASS B REQUIRE
2.6 TRENCHING 8c BLOCKING OF
45D BENDS
NOT TO SCALE
NOTES:
1. PAVEMENT REPAIRS SHALL HAVE 6" COMPACTED H-BINDER AND 2" TOPPING OF 1-2 MIX
2. TRENCH IS TO BE BACKFILLED IN 6" LIFTS AND COMPACTED TO 95% STANDARD
DENSITY AS DETERMINED BY AASHTO TEST METHOD T-99 OR ASTM D-698 BEFORE
PAVEMENT REPAIRS ARE MADE.
3. COMPACTION TEST MAY BE REQUIRED AT REQUEST OF INSPECTOR.
4. ALL EXISTING PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO INSTALL
SEWER OR WATER PIPE, MUST BE REPAIRED ACCORDING TO THIS DETAIL.
5. CABC BACKFILL IS NOT ALLOWED IN ANY PART OF TRENCH
SECOND CUT FOR REPAVING
2' FIRST CUT FOR CONSTRUCTION (6') 2'
EXISTING PAVING 2" MIN. SF9.5B BITUMINOUS
SECTION PLANT MIX - COMPACTED- -
- 7" H-BINDER COMPACTED - 7"
I
I
,
I
I
,
I
I
i
I
----------6---------
�-- - BACKFILL WITH
SCREENINGS
rK- 7�
PIPE BEDDING
SCREENINGS
2.12 ROADWAY OPEN CUT REPAIR DETAIL
zlei ito] W107-1142
•X' BAR-
PIP
31 MD1 CLEAREANCE -{
END VIEW
I •B• I
I
PLAN VIEW
/�UNISTIRBED SOO-
2.8 THRUST BLOCKING DETAIL
NOT TO SCALE
BURY LIMITATIONS
(TYPE I LAYING CONDITION)
31 MD1 CLEAREANCE -{
END VIEW
I •B• I
I
PLAN VIEW
/�UNISTIRBED SOO-
2.8 THRUST BLOCKING DETAIL
NOT TO SCALE
BURY LIMITATIONS
(TYPE I LAYING CONDITION)
PRESS
CLASS
PIPE
SIZE
"B"
MAX.
"B"
MIN.
350
4"
53'
2.5'
350
6"
26'
2.5'
350
8"
16'
2.5'
350
10"
11'
3'
350
12"
10'
3'
350
16"
15'
(TYPE 2
L.C. MIN.)
3'
TRUST
NEEDED
NOTE:
USE CLASS "D" BEDDING AS STANDARD BASED ON UMITS OF TABLE. DO NOT USE
CLASS D WITH WET TRENCH BOTTOMS, ROCK FOUNDATION OR WHEN UNSTABLE SOIL
IS ENCOUNTERED.
COMMON TRENCH BACKFILL
W. SEE SPEC. SECT. 0221(15)C
TRENCH WIDTH FOR COMPACTION REQ'TS
(SEE CHART) (12" UFTS MAX.)
TRENCH WALLS MAY HAVE VERTICAL SIDES UP TO A MAX.
HEIGHT OF 5 FT. BELOW GRADE BEYOND THIS DEPTH THE
ENTIRE SIDE MUST BE LAID BACK AT A SLOPE NO HIGHER
THAN 1.5 : 1 OR APPROVED SHORING OR TRENCH BOX
E
MUST BE UTILIZED. (SUBPART P, LATEST)
I �1
/ 1.5
8' MIN. iZ_uSEE
LLY COMPACTED BACKFILL
SPEC. SECT. 02221(15)C
/FOR COMPACTION REQ'TS
(6" UFTS)
'D'
SHALL BE REQUIRED WHEN SOIL PROVIDE UNIFORM AND
CONDITIONS ARE UNSTABLE, ALL CONTINUOUS SUPPORT BETWEEN
PIPE - SEE SPECS. BELL HOLES. EXCAVATE FOR BELLS.
2.11 TRENCH DETAIL
NOT TO SCALE
- STAMP MAIN SIZE
IN TOP W/4" LETTER
STANDARD VALVE BOX
2.9 VALVEBOX SHOULDER SLAB
FOR UNPAVED AREAS
NOT TO SCALE
NOMINAL
DIAMETER
A
B
C
TRENCH
WIDTH
6'
11- 0'
1,- 0'
1$- 0'
2'- 6'
8'
F- 0'
1' 0'
11- 0'
2'- B'
12'
2'- 0'
1'- 0'
1$- 6'
31- 0'
16'
2'- 6'
F- 0'
1$- 8'
3'- 4'
20,
3'- 0'
1- 0'
2'- 4'
3'- 8'
24'
3'- 0'
1'- 0'
3'- 0'
4'- 0'
30'
4'- 0'
Y- 6'
1 3'- 6'
1 4'- 6'
GRADE 3'- 6' MIN.
ABOVE TOP OF PIPE.
rN
+ SECTIC
2500 PSI CONCRETE
I CLASS B REQUIRED
PLAN
2.10 TRENCHING 8c BLOCKING
OF 11 1 /4D BEND
NOT TO SCALE
BRASS PLUG
AS DIRECTED
BY AUTHORITY
MAX. 18"
FINISHED CI
NOTES, I
1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6' - III III =
LAYERS WITH MECHANICAL TAMP. - -_
2. SOLVENT CEMENT FOR PVC PIPE AND FITTINGS TO BE ASTM D-2564
3. PVC SADDLE AND BEND MUST BE BEDDED IN #67 STONE.
BEDDING AND HANDLING OF SERVICE PIPE MUST COMPLY WITH
CLASS B BEDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.)
4' ABS/PVC SDR 23.5
SOLVENT CEMENTED
JOINTS (TYPE SC)
1/I6' OR 1/8' BEND III III RECOMME
NDED D
D 2%
(MIN. GRADE 1%)
SDR 35 PVC=- �I
SOLID WALL__,
i PVC
40
24" LG. PC
SCH 40 PVC
W/PLUG 7
ADAPTER (SDR 35 - SEE NOTE 3 `COMBINATION LONG
TO SDR 23.5)
TURN PATTERN
B" IN-UNE WYE Y AND 1/8" BEND
TYPICAL PVC
SEWER LATERAL CONNECTION
NOT TO SCALE
PZ
4D
XOSURE
BOLT FRAME TO
CASTING (4 REWD)
SECURE CASTING
W/MOIRTAR�
4" OR N PRECAST
GRADE RINGS -
MAtOMUM OF THREE
ALLOWED FOR
OTHERWISE ADD
RISER SECTION
MANUFACTURE TO
LOCATE STEPS
OVER OUTLET PIPE
STEPS BY M.A.
INDUSTRIES, INC.
PSI-PF OR EQUAL
VULCAN V-1984-95
HEAVY DUTY FRAME & COVER
COVER k FRAME WEIGHT - 36D CBS.
WEIGHT MAY NOT DEVIATE BY
I MORE THAN -S.DX
TOP TO READ "SEWER'
�•m'�� PRECAST GRADE RINGS ARE TO BE
USED WHEN POSSIBLE AND ADJUSTED
WTIH BRICK k MORTAR DOURSE
FILL DINTS FULL WITH HIGH
SIRENII TYPE M MORTAR d STRIKE
FWSH INSIDE NSIDE d OUT
USE AN APPROVED BITUMINOUS
BASE SEALANT APPUED TO TOP
OF CONE SECTION
USE ECCENTRIC CONE
W/GASKET
SLOPE OF CHANNEL
THRU MANHOLE
O.GV FALL UNLESS7 ••! • • ••1 •• A
SHOWN OTHERIM
ON PLANS
PRECAST
ALL
SEE
II,
�= b
SET MANHOLE IN
8" TO 12" 057 STONE
OPENING REQUIRED FOR
PI
PES.
PLANS FOR PIPE SIZES
NOTE EX USE B" TENDED
BASE WREN TOTAL MH
HEIGHT EXCEEDS 12'
SEE SPECS FOR FOUNDATION
ISOMETRIC VIEW IMPROVEMENT WHEN NEEDED
INVERT A SHELF
(L MANHOLE
RUBBER BOOT 5 De9. SLOPE
8" MIN. MOORBASE
EXTENDED BASE
8"
WHERE CALLED FOR SLOPE OF CHANNEL-0.08' FALL
ON PLANS IN MH SCHEDULE
NOTE
B" EXTENDED BASES REQUIRED ON
ALL 4' M.W. OVER IT DEEP.
BASE SECTION
STANDARD MANHOLE
(IN PAVED AREAS)
DEWEY BROS. CB-SD-S
CAST IRON FRAME
AND COVER
37" I
-METER AND STRAINER
,
MUSUER ANGLE
Q
WATER STOP - LOCKABLE
I I
PRECAST REINFORCED
4" .1 BEFORE
CONCRETE METER BOX
I OROEI#NG BOX
BY STAYMN T TANK C0.
38"x48" INSIDE CMENSION
Y UNE
BY-PASS VALVE - DRILL
AND SEAL IN CLOSED
POSITION
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19843
° - - OE-- I N
ICHAEL
2/7/2020
UTILITY
DETAILS
REVISIONS
FILE NO. 2019-059
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
D-03