HomeMy WebLinkAbout7 - C4.0 - Civil Details 2021.08.10 OF
FRAME AND COVER TO BE EITHER D&L A-1 172 RING WITH A-1 178 COVER,
EJIW 3771/3772 SERIES,OR APPROVED EQUAL.COVER SHALL HAVE TWO
1"PICK HOLES. o MARK A. p
CHANDLER
A No. 9518ES
ADJUSTABLE RINGS, QCE%S
r r MIN.,l
5'
4'-0'
FINISH-E-\ EURB BE-\ V.-BOX
TOP MANHOLE STEPS
S-ON C 2 E.
AT 16"CENTERS UNDISTURBED
I
c
GREAT TO G
SPRIN JNE Mll CONCRETE NJ GLAND
I B (TYP.)RUST 6
GAP&7=pmm BLOCK THRUST
-\ 41 MUELUER H-
AND CHIINNO.IS ? -E
GREATER THAN J7 STIWGHT up.. D MJ GLAN ME
OR
F D I w• D.I. D.I. C
Pik TEE PIPE O PIPE IS
6.5 0
MIN L:
VAR BLE • cm
PER PLAN- '-c3
NIE-SEE - D 1.
IB AL c
I*PER FOR PRECAST BASES SEE \ w
W GLAND PIPE
FLEX GASKETED JOINT(TYPICAL
DETAIL) COPPER
sma UK
I BEND
��NING MD.CONFORMING TO-M 81.
IN CORMSION R051STANT�-EAD
L- MJ VALVE INSTAU.0)IN HALF THE AVAIABLE ME-1-JOINT
PRECAST.11 POURED-IN-PLACE BASE. hatEk. BOLT HOLES(-)WHERE NECESSARY,-PING
Luss( --LUG-OR EQU&)DESIGNED
BARS POURED-IN-PLACE BASE,MINIMUM 1. INESE TABLES ARE BASED ON MMIN-RE AND TO FIT THICKNESS BELOW PIPE IS 8 2. 2000 PSF SOIL BEARING-RE URBTO AST�DUClIajR%X(D61E)PIP AID CONFORMING
_ -e DM. C_C INC --m-WITH-�E+ STOP LDMJN vl.*DIAMETER MJ GLANDS_ USE IN CONJUN"ON
5 THICKNESS
PRECAST BASE.MINIMUM lommy"IMP D.I.DI WITH THE RE51RIINING RODS.
(MIN.) CKNiSS IS 6 INCHES.ALL BASES PIPE
REINFORCED AS SHOWN. WIN
SANITARY SEWER MANHOLE 2 THRUST BLOCK FOR WATER MAIN FITTINGS s TYPICAL BLOWOFF 4 TYPICAL VALVE/TEE RESTRAINT
�-OSC&E:NTS C.O.B. DETAIL 02720-3 C4.0 SCALE:NTS C.O.B. DETAIL 02660-1 C�SQU.NTS C.O.B. 02�660-7 C4.0 SCALE NTS C.O.B.TOETAIL 02�66.-W
EXISTING STREET SURFACE frl
VERTICAL TRENCH WALLS
WITH SHORING TO SUBGRADE OR GROUND SURFACE
CONFORM TO H.A.
REGULATIONS
- ------------
PDST MARNER
PROPEI- PIuNTED B INSTALL DETECTABLE WARNING TAPE 18"(45-)
UNE
OR BACKSLOPE AS MAX DEPTH(OPTIONAL) SLOPING,
BENCHING,I No
uw SPECIFIED TO SUPPORT SYSTEMS THIS AREAFI
S EOAU-RD CONFORM TO O.S.H.A. TO CONFORM TO O.S.H.A.
'� �((F�//�( F�'-I
) REGULATIONS REGULATIONS-
STREET SUFFACE 4. GT-ID-L S'Sl- /-1111"D SURFACE ON OF S-
SELECT TYPE I BEDDING
t'- 2.T P.- MATERIAL PLACED IN 6"(15-)
• t. OURB BOX OR --------- ----- LAYERS AND COMPACTED AS
1/4 BEi-TOP OF SPECIFIED IN SECTION 02221 Iw
CURB BOXES I lAu- U-�E NE;-ENT SU-E
TYPE"A","B",OR"C"
ROD IN- HEM,DUTY MONUMENT W- NO.w—I TRENCH BACKFILL TYPE 1 PIPE BEDDING PLACED IN
1 1/2' IN. SU-E 5'SIDEW- 5'(15-) -(15-)MAX.LAYERS AND
C-) STREET PAMNG&GR—AS REQUIRED COMPACTED THOROUGHLY
SEE DETAIL L—.. I 1 1, —4 BEIL Jaxr---N.
BELOW CIF="IN S (SEE W X BOUND-I-
W"ERE APPROVED ALTERNATE LOCATION) Qft-IN IC-1- TYPE 2 PIPE BEDDING
--OR WHERE REQUIRED FOR CURB-P C.WNENE
-0 DNS) SOFT OR UNSUITABLE 'in\
—PULD FOUNDATION
WATER MAIN
NO COUPLINGS OR-EN JOII-3%QWEDD ON
CORP.STOP TO IRS-P FOR 2'X 2"
SERVICE PIPE FROM
E-KHT 00-PIPE-BE USED FOR 1 1/2"AND 2'-CES - c-PPE. OR
DET�OT A SENCE U.E.SLOPE. v. ER '4
PROPIDa I -m mp
-ER. �6 EUEOW-\ MIN,v, PER 45
(SEE SPECIFI-ONS) TRENCH WD1 O.D.0
SEWER MAIN S-W W. 45- 1/8 BEND _)F
\N
TAP�N AT WN. PIPE PLUS 2-(60
ommo
�-*N&�A--i:�"E_UW_
SU-
TO
EADED DIDED
IZT-N
S/El�E PIPE MIN.TRENCH WIDTH
IO ITT
0 NEW
I UNE W� FOR PLUG N -NS.
�' TRENCH BOTTOM L
4 =91N Ol'INS=.S
V MR. UPON APPRO-OF 4-Olt W PIC SENIOR BERNICE
A OEPARTMENr. 1.SOIER NOTES WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT WILL BE
..E-NOTES: CUT ALONG A NEAT VERTICAL LANE A MINIMUM OF W(30—)FROM THE EDGE OF
1. WATER SER-E UNIES SHILL A MINIMUM 6 i2SEFF CO-MEASURED FROM THE EXISFING GROUND SUR EXCEPT CODER SHALL BE THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3'(0.9.)FROM EDGE 0
MEASURED FROM CENTER LINE STREET GRADE WHENUNIES ARE I.AD TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SE-E UNIES SER-I-NO OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION.REMOVE AND REPLACE SNWU_HAVE A-MU 7 1/2 POOT-AT CURB LOWER-N SPRING ENTIRE PAVEMENT SECTION z
2. W� SPECIAL
TION BETWEEN TRENCH AND EDGE OF PAVEMENT.
SEIZE ONES tL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. UNE of SEWER MN EMwUNE. 2. SEE CONTRACT ECIC TICNS TO STANDARD
3. BEDDING-BE I'D -MUM WITHIN 6"OF SER-E PIPE. FOR -N.. ALS AL PROVISIONS FOR ANY MODIFICA
4. 1--B STOP SO-01-14.KEY IS-TO STREET IN.-POS-N. TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES
3. SEE O.S.H.A.CONSTRUCTION STANDARDS FOR EXCAVATIONS I
WATER SERVICE DETAIL SEWER SERVICE DETAIL CLEANOLIT DETAILn TYPICAL UTILITY TRENCH Issue Date:0811012021
C�-OSCALE.NTS � SCALE:-S 1,L4 O SCALE:NTS SCALE:NTS COB�D-AIL 0�1111-1 REV�0/11/.l
C 4.0
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