SW5210603_Plansheet - Misc. Detail_20210622 (11)

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'
1,- 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,
2500 PSI CONCRETE
I A CLASS B REQUIRED
GRADE 3'- 6' MIN. -
ABOVE TOP OF PIPE
SECTION
.I
2.1 TRENCHING & BLOCKING OF TEES
NOT TO SCALE
CONCRETE THRUST BLOCK
_ AT ALL 45' BENDS
o
5'
8" DIP MIN.
ST COLLAR „d
3/4" THREADED STEEL RODS.
(MIN. 2 REQUIRED)
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' 8'
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 PIPE PVC C-900
CLASS 150
> 3/4' THREADED STEEL RODS s .
e •` 6, USE 2500psi
a v • °•: CONCRETE IN ; : e •;° v o . • r °�•
rt • >: o' '� FOOTING A ' •a
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'- 6"
8"
3'- 0"
1'- 6"
1'- 10"
2'- 8"
12"
4'- 0"
1'- 6"
3'- 0"
3'- 0"
GRADE 3'- 6" MIN.
ABOVE TOP OF
'j
SECTION
.i.
' • 2500 PSI CONCRETE
CUSS B REWIRED
PLAN
2.4 TRENCHING & BLOCKING OF
90D BENDS
NOT TO SCALE
I I NOTES:
MARKED ON TOP- 1. ALL HYDRANTS SHALL BE PAINTED WITH
FOR OPENING RUSTOLEUM 64 FEDERAL SAFETY RED.
(SEE GCS) HYDRANT TO BE PLACED 2. HYDRANTS ALL BE OILED/GREASED
a4�� WITH PUMPER NOZZLE AFTER INSTALLATION.
FACING STREET 3. SEE SPECS FOR TYPE THREADS ON
PUMPER NOZZLE 5.WHEN VALVE BOX IS PLACED OUTSIDE
NF�OIILES (ONE OO (SEE SPECS FOR SIZE) OF PAVEMENT, PROVIDE Yx 2'x 4'
pE) CONCRETE SHOULDER SLAB AROUND VALVE
mr
CURB do GUTTER
FINISHED CRAD/E � �TELESCOPIC VALVE BOX
PAVEMENT
BURY UNEJNOT SS THAN 2E ... �� i �, �
7 CU. FT.
CRUSHED STONE m VALVE BOX- TYPICAL EYE BOLT
"r 4'- 0" MIN. OR AS SHOWN ON 1 �S" GATE VALVE NOT TO SCALE
PLAN @ PROFILE SHEETS Fri 3'- 0" MIN
I I GONG. BLK'G
-e' D.I.P.- (SEE TEE BLOCKING
A . MAIN °. a• DETAIL FOR SIZE)
r.
<,'�'•'• TYPICAL EYE BOLT (SEE DETAIL)
5/6" DIA G&V. BRIDLE RODS
Y✓v\ WITH STAR JOINT RESTRAINT
SYSTEM. COAT WITH 2 COATS
CONC. BLOCK `I.- Y x P- 3' x 4' THICK OF BITUMINOUS BASE PAINT.
CONE. SETTING SLAB PLACE EYE BOLT THROUGH
GLAND.
2.5 STANDARD FIRE HYDRANT
INSTALLATION DETAIL
NOT TO SCALE
NOTE&
REINFORCING REQUIREMENTS
SHAPED INVERT
LA PIPE
REBAR SIZE 'X' BAR LENGTH 'Y' BAR LENGTH
NO REOD.
1. SEE CONSTRUCTION
SPEC71CATIONS
6. BACKFILL TAMP IN 6'
LAYERS.
LADDER STEPS •'.
NOMINAL TRENCH
6'- 36•
#5 21- 2' . O.D. PIPE V- 1'
X-24, Y-l2
DIAMETER
A
B
C
WIDTH
48'
#6 3'- V . OD. PIPE 1,- 3'
X-24, Y-12
HLOCKLLS FOR OCATIDNS��T
7 ONE NLLCUJ JOINT O��PIPE+
/ •.
6'
1'- 4'
1'- 0'
1'- 2'
2'- 6'
3. CONCRETE SHALL 2500
S. LAST JOINT OF PIPE WITH
SHELF SLOE
B'
1'- 6'
1'- 0'
1'- 4'
2'- B'
THRUST COLLAR AND THRUST BLOCK SCHEDULE
PS.L
TIRUST COLLAR TO BE
MECHANICAL JOINT PIPE.
12'
2'- 2'
1'- 0'
2'- 2'
3'- 0'
LA PIPE
'A' 'B• 'C, 6'- 16', 2V- 24', 3V- 36', 48'
4. REINFORCING BARS SHALL
16
3'- O'
1'- O'
2'- B'
3'- 4'
6'- 36'
1'- Y 1'- 7' 2' 3' 4'
-
BE DEFORMED, AND TIED
TOGETHER.
9, PLACE RING 4' FROM PLUG END
OF PIPE.
•
20'
4'- 0'
V 6'
3'- 0'
3'- 8'
48'
V- B' 1'- 9' _ _ _
6.
" P...• R
24'
5'- 0'
2'- 0'
3'- 6'
4'- 0'
S TRENCH BOTTOM WIDTH
VICINITY OF THRUST
24 q
��
3O'
6'- 6'
2'- 6'
4'- 2'
4'- 6'
I�
B INSTALLATION
SHA BE THE MINIMUM
Z
I
SECTION A -A
[-PROPERTY UNE
GRADE 3'- 6' MIN.
ABOVE TOP OF
PIPE
lh
L) •°� / +
T,
2500 PSI CONCRE
1Zf7f TTnm CLASS B REQUIRE
2.6 TRENCHING & 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' 1 FIRST CUT FOR CONSTRUCTION (6') 1 2'
EXISTING PAVING 2" ^MIN. SF9.56 BITUMINOUS
2.12 ROADWAY OPEN CUT REPAIR DETAIL
NOT TO SCALE
•X'
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'
L
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.
2.9 VALVEBOX SHOULDER SLAB
FOR UNPAVED AREAS
NOT TO SCALE
NOMINAL
DIAMETER
A
B
C
TRENCH
WIDTH
6'
1,- 0'
1,- 0'
1,- 0'
2'- 6'
8'
1' 0'
1' 0'
1,- 0'
2'- 8'
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'
1 1'- 6'
1 3'- 6'
1 4'- 6'
BRASS PLUG
AS DIRECTED 9
BY AUTHORITY
MAX. 18"
FINISHED (;I
NOTES, I
1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6' - 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
1/I6' OR 1/8' BEND IIIIII JOINTS (TYPE SC)
RECOMMENDED 2%
(MIN. GRADE 1%)
SDR 35
SOLID I
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
8" IN-UNE WYE Y AND 1/8" BEND
TYPICAL PVC
SEWER LATERAL CONNECTION
NOT TO SCALE
BOLT FRAME TO
CASTING (4 REWD)
SECURE CASTING
W/IMOIRTAR
,owls-
4" OR 8" PRECAST
GRADE RINGS-
ALLFOR
THROWED EE
ALLOWED FOR
ER ADD
RISERSEC
RISER SECTOR
MANUFACTURE TO
LOCATE STEPS
OVER OUTLET PIPE
STEPS BY M.A
INDUSTRIES, INC
PSI-PF OR EQUAL
A.
SLOPE OF CHANNEL
THRU MANHOLE
VULCAN V-1954-95
HEAVYDUTY FRAME & COVER
COVER & FRAME WEIGHT - 36D LBS.
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
WTIi BRICK & MORTAR COURSE
FILL JOINTS FULL WITH HIGH
STRENTYPE M MORTAR d STRIKE
FLUSH INSIDE
FLUSH INSIDE d OUT
USE AN APPROVED BITUMINOUS
BASE SEALANT APPUED TO TOP
OF CONE SECTION
USE ECCENTRIC CONE
W/GASKET
Oar FALL UNLESS •'?' • • ••1 " A
a
SHOWN OTHER VA
ON PLANS• PRECAST OPENING REQUIRED FOR
ALL PIPES
SEE PLANS FOR PIPE SIZES
NOTE USE 6" EXTENDED
m� BASE WHEN TOTAL MH
ig HOGHT EXCEEDS 12'
SET MANHOLE IN \
6" TO 12" #57 STONE SEE SPECS FOR FOUNDATION
ISOMETRIC VIEW IMPROVEMENT WHEN NEEDED
INVENT A SHELF
E MANHOLE
RUBBER BOOT 5 De9. SLOPE
MOORBASE
6" MIN.
EXTENDED BASER"
WHERE CALLED FOR SLOPE OF CHANNEL-0.08' FALL
ON PLANS IN MH SCHEDULE
NOTE
6" EXTENDED BASES REQUIRED ON
ALL 4' M.W. OVER IT DEEP.
BASE SECTION
STANDARD MANHOLE
(IN PAVED AREAS)
COMMON TRENCH BACKFILL
GRADE 3'- 6' MIN.
•�B
,W, SEE SPEC. SECT. 0221 (15)C
ABOVE TOP OF PIPE.
FOR COMPACTION REQ'TS
TRENCH WIDTH
(12" UFTS MAX.)
�
WATTS iLV RPZ
VAIN VALVES
\
(SEE CHART)
^D ^D ABOVE GROUND
m
�
\
TRENCH WALLS MAY HAVE VERTICAL SIDES UP TO A MAX.
HEIGHT OF 5 FT. BELOW GRADE BEYOND THIS DEPTH THE
R
ENTIRE SIDE MUST BE LAID BACK AT A SLOPE NO HIGHER
IINSULATED
'
ECOBURE
o (13'x39� DEWEY BROS. CB-SD-5
CAST IRON FRAME
v AND COVER
THAN 1.5 : 1 OR APPROVED OR TRENCH BOXE
.m
UST BE UTILIZED. (SUBPART P, LATEST)
1 \
1.5
37* I METER AND STRUMMER
6' MIN.
ia;
• "+
� SECTI❑N
WATER OP -1.5
wATae sroP - LocKAaLE
° /
CAREFULLY COMPACTED BACKFILL
• •
REINFORCED
�' 4" I VERITY BEFORE I CONCRETE METER BOX
SEE SPEC. SECT. 02221(15)C
FOR COMPACTION REWTS
/(6"
2500 PSI CONCRETE
WIDTH
I ORDERING BOX BY STAYRIGHT TANK CO.
I�
UFTS)
CLASS B REQUIRED
TRENCH
cONROIETE BLOCIOND 2" UN
SPRINGUNE OF PIPE
'D'
PLAN
F1M 2" UNES 2" LINE U
PSEA VALVE - DRILL
BY -AND SEAL IN CLOSED
POSITION
FOUNDATION
SHALL BE REQUIRED WHEN SOIL
PROVIDE UNIFORM AND
CONDITIONS ARE UNSTABLE, ALL
CONTINUOUS SUPPORT BETWEEN
BELL HOLES. EXCAVATE FOR BELLS.
PIPE - SEE SPECS.
2.10 TRENCHING
& BLOCKING
RPz BACKFLOW
2.11
TRENCH DETAIL
AND METER GANG FOR 2"
NOT TO
SCALE
OF 11 1 4 D
BEND
DIA. OR SMALLER SERVICE
NOT TO SCALE
DO Lo
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C A I10�''
019
SEAL
19843
CHAEL SN� 6-3-21
UTILITY
DETAILS
REVISIONS
FILE NO. 2021-019
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-05