HomeMy WebLinkAbout1.2-7158 Record DrawingCITY OF
BENCH MARK SET: BENCH MARK USED:
CHISELED "0" ON TOP OF CURB 10' EAST OF COPPER POINT IN 6" CONCRETE MONUMENT
EAST END OF CURB RETURN IN SOUTHEAST AT CL JENKINS AND MEACHAM ROADS WITH
COR HAGEMAN & JENKINS ROADS. RCE 2777 TAG DATED 4-30-41 14" DEEP BAKERSFIELD
ELEV. 356.24
ELEV. 357.65 PER KCSFB 665-A PG. 44
N.O.R.S.D. STANDARD SEWER NOTES
1. THE SEWER FACILITIES TO BE DEDICATED TO THE N.O.R.S.D. SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE STANDAR SPECIFICATIONS OF THE N.O.R.S.D.
2. THE N.O.R.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO START
OF CONSTRUCTION. TELEPHONE (661) 399-6411.
3. THE CONSTRUCTION PLANS MUST BE APPROVED BY THE N.O.R.S.D. PRIOR TO THE START
OF ANY SEWER CONSTRUCTION. TWO (2) SETS OF APPROVED PLANS SHALL BE FURNISHED
TO N.O.R.S.D. AND ONE (1) SET OF THE SAME TO THE DISTRICTS ENGINEER. PRIOR TO
DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER.
4. PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY EASEMENT DOCUMENTS
SHALL BE PROPERLY EXECUTED AND -RECORDED. TWO (2) COPIES EACH OF THE RECORDED
DOCUMENTS SHALL BE FURNISHED TO N.O.R.S.D.
5. PRIOR TO THE ACCEPTANCE OF THE SEWER FACILITIES, ALL PIPING SHALL BE TESTED
FOR LEAKAGE AND -INFILTRATION. ALL PIPING SHALL BE TELEMSIOI INSPECTED.
6. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE
RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATION IS
COMPLETED. THE RING SECTION SHALL NOT BE MORE THAN 18' FROM THE CONE. THE
COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE
7. WORK IN THE STATE OF CALIFORNIA, THE COUNTY OF KERN, OR THE CITY OF BAKERSFIELD
RIGHTS-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT
PERMITS
8. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR
TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING
STREET PAVEMENT.
9. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY THE
CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED
IMMEDIATELY OF ANY DISCREPANCIES.
10. ONE COMPLETE SET DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE DISTRICT ON
COMPLETION OF CONSTRUCTION.
08/30;2016
Drawing File: FSEW7158
TRACT No. 7158
CONSTRUCTION PLANS
SEWER PLAN AND PROFILE
nr]W
SHT. NO. SHEET DESCRIPTION
1. TITLE SHEET
2. AUSTIN CREEK AVENUE
3. DETAIL SHEET
LEGAL DESCRIPTION
A PORTION OF PARCEL 4 OF PARCEL MAP NO. 12143, IN THE
UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 60, PAGES 33
AND 34 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF SAID COUNTY.
ADDITIONAL NOTES
OWNER: James Bryan Batey Sr., Trustee of the
Cumberland Legacy Trust
BAKERSFIELD, CA 93313
SUBDIVIDER: Rosedale Land and Development Inc.
P.O. Box 20247
BAKERSFIELD, CA 93390
ENGINEER: SMITHTECH/USA, INC.
1424 17TH STREET
BAKERSFIELD, CA 93301
8n SEWER MAIN
394 L.F.
4" SEWER MAIN
84 L.F.
MANHOLE (4'-6')
1 EA.
MANHOLE (6'-8')
1 EA. W
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9-4
TRACT 7158
0
¢
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ROAD
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ROSEDALEi HIGHWAY
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR 70 CONST–
RUCTIN. 1-800-227-2600
ENGINEER'S STATEMENT;
1 HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI–
SORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN–
DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
E. SMITH RCE 35473
EXP. 9-30--17
w
FORTH OF RIVER SANITARY DISTRICT NO. 1- APPROVAL:
IS HEREBY APPROVE. -THESE ..PLANS AND SPECIFICATION AND
ACKNOWLEDGE THAT THEY 00 NOT COMPLY 91H THE CITY OF
BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND
THAT THE CITY SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR ANY
OPERATION MAINTENANCE OF THE SEWER DUE TO ITS DESIGN.
ATRIO( OSTLY, GENERAL ANAGER WATE
DISTRICT ENGINEER
J.T. GABIINE R
C-46280 (EXP. 6/30/2018)
J)U/ALr: I = lOO'
KEY MAP_
REVIEWED BY: __
ASSISTANT PUBLIC WORKS DIRECTOR
APPROVED BY:
NICOLAS FIDLER C 39880 EXP. 12-31-16
PUBLIC WORDS DIRECTOR, CITY OF BAKERSFIELD
4gpFESSIp�
E.
s f d(IL r1 %/.l -r No. 35473
'RECORD DRAWING" 9/30/17
COCTIONS BY:
DATE CIVIL
OF
Smi Tec
INCORPORATED
THE HABERFELDE "BUILDING
NOTE: SEE SHEET THREE FOR ALL NOTES 1424 17TH STREET
CITY RECORDS # BAKERSFIELD,CA 93301
(661) 327-8492 FAX 327-8493
I
10 _4r -Ta / I
ROBERT E. SMITH RCE 35473 DATE
JOB NO. - 15-105 PACE 1 OF 3
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E.
DES INGNIA TIED REVAAH-r-411DER
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Cc PAECE 4
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PARCEf- ki S PIG. 94
No. 35473
9/30/17
ROBERT E. SMITH RCE 35473 DATE
A "RECORD DRAWW
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-MACT BOUNDARY
C-4 Ek FIL
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270.00 LF. r mm
MACI a
QARY
2 3
I
�P- EX. 8" CSA -71 SEWER (DRY) CEN --*— —T—
'iRLIN�IE
5
CI -4 —71 SEWER
EX. 8" CSA
(DRY)
Ile
6
7 8 10 1-'N
7,01
EX. 8" CSA -71 SEWERDRYI
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CENTERUNE
11
DRYS
EWER
35
34 33
32 31
30
20 20
Fc, 6 5
4 3
2
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10
00-00
10
0
EXIS TING
SEE SHEET 25
DRY CREEK
EXIS TING
TRACT N17 5662 —
UNIT
I
LANE
TRA C T Na,
5606 — UNI T 11C
LEGEND;
STD. CITY MONUMENT ENCASEMENT
STUB PL U6 - AS N17TED
A US TIY,
CREEif,
AV It
ff-d
Ify
v 11,UE
(TO BE CENS.T OR EXISTS AS NS TE D)
• TYR SEVER MANHOLE TYPE "'A'
STD SEVER PIPE CONNECTION
STD, SEVER LATERAL MARKER
PT RADIAL TV, CENTERLINE S,TA, - AS NOTED
50
DRI VE 61A Y
NOTE:
SEWER LATERAL LOCATION TO EXTEND AT. LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT
SCALE.- HORIZ. 1"
PROPERTY LINE, 2.5' AT GUTTER FLOW LINE.
VERT. lot 49
10
A
11
-Al 2 13
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:::-APP
RW, FINI GIfADE ABOVE PIPE
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INSTALL 133.93 F.
P.U.–SEWER U.01ITU. -C.. -SEWER-MAJV
a
MAIN
INST
100
smithT
REVISIONS DATE BY
--c Eff
SHEET
OF 3 SHE TS
I'd --// k'
4'
CLEANOUIS WRI•I REMOVABLE. STOPPERS ----7
TEES
07/07/2016
Drawing File: FSEW7158
LOCATE SEWER WITH A 1-1/2" HIGH'S", CHISELED ON
TOP OF CURB WIJERE LATERAL CROSSES UNDER CURB.
WHERE NO CURB EXISTS, OR WHERE LATERAL ENDS W OR
MORE BACK OF CURB, SET A 4" X e 3'-0" REDWOOD
STMCE EXTENDING 2"' ABOVE FINISHED GRADE.
70P PAINTED WHITE --
4' -Ci MINIMUM COVER --
RT PROPERTY LINE
SEWER MAIN-^---------• TXISTING SURFACE --
SANITARY TEE OR WYE --N 1 '11h\ L/
i
! 2/10 REVISED
DATE REVISION
/
--4" OR 6" HOUSE LATERAL ---VCP OR PVC PLUG
.i
-45• PVC OR VCP RENO /
HORCLONTM -----SLOPE 1/4" PER FQDT MINIMUM
_ WHERE TEC: IS INSTI(EED I-. -_ -PROPERTY LINE
WITHOUT HOUSE LATERAL, TEE
SHALL BE PLUGGED VATH VCP
OR PVC PLUG.
I$QMETRIC •
NORTH OF RIVER SANITARY DISTRICT No. I
TYPICAL SEWER LATERAL
w• s.sr. Aaa DATE PRAWN SHEET NO.
Tai °a+"%sssassa 10/04 S-3.
SEWER NOTES
1.
THE SEWER FACILITIES TO BE DLDICATED TO THE N.O.R.S.D. SHALL
13E CONSTRUCTED IN ACCORDANCE WITH THE STANDARD
MIN.
RESIDENCE
SPECIFICATIONS OF THE N.O.R.S.D.
2•
THE N.O.R.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS
q>q
bi 17 U
PRIOR TO START OF CONSTRUCTION. TELEPHONE (661) 399--6411.
3.
THE CONSTRUCTION PLANS MUST BE APPROVED BY THE N.O.R,S.D,
•
PRIOR TO THE START OF ANY SEWER CONSTRUCTION. TWO (2) SETS
a7
w �
�N ,sly
OF APPROVED PLANS SHALL BE FURNISHED TO N.O.R.S.D. AND ONE
-
�✓u UQ
DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA
--- SEF. NOTE 3
REGISTERED CIVIL ENGINEER.
/✓J ./11.G/_��/j
PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY
EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND
°a
RECORDED, TWO (2) COPIES EACH OF THE RECORDED DOCUMENTS
w
vAa
5.
0
v
SHALL BE TESTED FOR LEAKAGE AND INFILTRATION, ALL PIPING SHALT_
CLEANOUT (TEE) WITH REMOVABLE STOPPER
BE TELEVISION INSPECTED.
6.
/-PROPERTY LINE
N
GRADE AFTER THE PAVING OPERATION IS COMPLETED. THE RING
• 5� I
w
SECTION SHALL' NOT BE MORE THAN 18" FROM THE CONE:, THE
' +
COMPLETE. SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO
TEE OR WYE
ACCEPTANCC,
7.
MAIN SEWER
_F11- -Fir -ft .11)_ -fir -ITT
.-
ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS,
-LV- - -LV- _._ -LV-• -- -LU-- - -•Lll- - •-UJ- •- -LU-= ---l.iT-
- -Uj- - -tlT-•
IF WITHIN ROADBED OR TO 90'7.
PLAN
CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT.
9.
EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE
NORTH OF RIVER
SANITARY DISTRICT No.1
DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.
10.
gg
ONE COMPLETE SET DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE 6
„a w
DISTRICT ON COMPLETION OF CONSTRUCTION.
TYPICAL
HOUSE CONNECTION
u nQ,
2/1_0
RF_VISED
wrw" m M.. __
Boor t, ea"m,:e+an a. SA, Eau
@eft,tt4b, (:"itlpn,N 911x4
, em.34s74s7 t G41.19aA3S9
AECtaM
DATE DRAWNSHEtI
10!04
NO.
�S-5 .--
GATE `
REVISION
07/07/2016
Drawing File: FSEW7158
LOCATE SEWER WITH A 1-1/2" HIGH'S", CHISELED ON
TOP OF CURB WIJERE LATERAL CROSSES UNDER CURB.
WHERE NO CURB EXISTS, OR WHERE LATERAL ENDS W OR
MORE BACK OF CURB, SET A 4" X e 3'-0" REDWOOD
STMCE EXTENDING 2"' ABOVE FINISHED GRADE.
70P PAINTED WHITE --
4' -Ci MINIMUM COVER --
RT PROPERTY LINE
SEWER MAIN-^---------• TXISTING SURFACE --
SANITARY TEE OR WYE --N 1 '11h\ L/
i
! 2/10 REVISED
DATE REVISION
/
--4" OR 6" HOUSE LATERAL ---VCP OR PVC PLUG
.i
-45• PVC OR VCP RENO /
HORCLONTM -----SLOPE 1/4" PER FQDT MINIMUM
_ WHERE TEC: IS INSTI(EED I-. -_ -PROPERTY LINE
WITHOUT HOUSE LATERAL, TEE
SHALL BE PLUGGED VATH VCP
OR PVC PLUG.
I$QMETRIC •
NORTH OF RIVER SANITARY DISTRICT No. I
TYPICAL SEWER LATERAL
w• s.sr. Aaa DATE PRAWN SHEET NO.
Tai °a+"%sssassa 10/04 S-3.
SEWER NOTES
1.
THE SEWER FACILITIES TO BE DLDICATED TO THE N.O.R.S.D. SHALL
13E CONSTRUCTED IN ACCORDANCE WITH THE STANDARD
4
SPECIFICATIONS OF THE N.O.R.S.D.
2•
THE N.O.R.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS
PRIOR TO START OF CONSTRUCTION. TELEPHONE (661) 399--6411.
3.
THE CONSTRUCTION PLANS MUST BE APPROVED BY THE N.O.R,S.D,
PRIOR TO THE START OF ANY SEWER CONSTRUCTION. TWO (2) SETS
OF APPROVED PLANS SHALL BE FURNISHED TO N.O.R.S.D. AND ONE
SPECIFICATIONS FOR EARTHWORK.
(1) SET OF THE SAME TO THE DISTRICT'S ENGINEER. PRIOR TO
DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA
--- SEF. NOTE 3
REGISTERED CIVIL ENGINEER.
4.
PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY
EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND
2. SEE TECHNICAL SPECIFICATIONS
RECORDED, TWO (2) COPIES EACH OF THE RECORDED DOCUMENTS
SHAD_ 9E FURNISHED TO N.O.R.S.D.
5.
PRIOR TO THE ACCEPTANCE OF THE SEWER FACILITIES, ALL PIPING
SHALL BE TESTED FOR LEAKAGE AND INFILTRATION, ALL PIPING SHALT_
BE TELEVISION INSPECTED.
6.
THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR
MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED
GRADE AFTER THE PAVING OPERATION IS COMPLETED. THE RING
SECTION SHALL' NOT BE MORE THAN 18" FROM THE CONE:, THE
' +
COMPLETE. SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO
3, STREET ZONE TO BE COMPACTED
ACCEPTANCC,
7.
WORK IN THE STATE OF CALIFORNIA, THE COUNTY 6F KERN, OR THE
CITY OF BAKERSFIELD RIGHTS -OF --WAY SHALL BC DONE IN
ea•
ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS,
8.
THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC
IF WITHIN ROADBED OR TO 90'7.
WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE
CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT.
9.
EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE
FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION, THE
DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.
10.
gg
ONE COMPLETE SET DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE 6
„a w
DISTRICT ON COMPLETION OF CONSTRUCTION.
N
957 REI ATIVE COMPACTION
a
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NORTH OF RIVER SANITARY DISTRICT No. 1
STANDARD SEWER NOTES`
`s 7./10 REVISED
REVISION
- -__
cmMILIJ., a. s 7e IN AECOM DATE DRAWN
su s`ciu ns�st0 "i 651.315=9"T
SHEET N0. jr
DATE
MAINS TO BE 6' AS MEASURED
10/04
&1E
-ALHAMBRA
NO. A 254 OR EQUAL
36" D -ALHAMBRA FOUNDRY
rlr
EQUAL
prl�j�O., I♦ ra�,�
LETTERING SHALL BE 3" HIGH
ar
D` !{
PLAN
VARIES 8" CLASS "A" CONCRETE
PLACE CONIC. 1&
MORTAR " BELOW
1/2" CCMEN'F TOP OF PAVEM .NT
-
'-PAVEMENT
FINISH GRADE
---- _ = 8" MIN.
MANHOLE
GRADE RINGS
--ROAD SECTION AGGREGATE
SECTIO, BASE PER CITY OR
COUNTY Rf QIRENENTS
12/101 REVISED
pate - - REVISION
NORTH OF RIVER SANITARY DISTRICT No.1
MANHOLE FRAME AND COVER
il"A-
Cemm rz.der sem, too AECOM DATE DNUSWN SHEET' N0.
kb, CeLtnak 913x7 � _-.._.
a5.7sw r 6ara4sws4 101Q4 t 5.11
PLAN
---
PUC SEWER PIPE
2/10 REVISEDl�rt--�
DATE _ REvISwN
---SEE NOTE 3
BACICEILL COMPACTED TO 9O%
RELATIVE COMPACTION
IMPORTED SAND OR AGGREGATE COMPACTED
TO 95% RELATIVE COMPACTION AND TO
DEPTH SPECIFIED BY DISTRICT IN
OVER -EXCAVATED AREAS OR UNSUITABLE.
SUBGRADE. MATERIALS
NORTH OF RIVER SANITARY DISTRICT No.1
SEWER PIPE BEDDING AND -
_ _ BACKFILL DETAILS _
""aMn%s,n. rao AECOM DATE IH2AWN SFIECT NO.
At aWaxe 911x9
a»•Ass r aar.lsta359
12" 12"
rMIN. MIN.
_ - F ,
FLOW- 7T_
LOCATE mH SHAFT OPENING BREAK PIPE FLUSH WITH INSIDE OF
OVER DOWNSTREAM SIDE OF MH -1 � ' MANHOLE WALL,
UNEtii ENIECOGES EMEMIALL BEPLASTERED ,
RADIUS = 2 x DIAMETER OF INLET 3 I I
PLAN
FOR CONCRETE COLLAR
DETAIL, SEE S-11 ---•-••--- - FOR MANHOLE TOP DETAILS SEE S --I I
1/2' CEMENT MORTAR
6" MIN...-'., -, �- - > 6• MIN. (FOR GRADE RINGS)
Co _ - -- MANHOLE GRADE RINGS AS REQUIRED,
"£C" MIN.MAX, HEIGHT 6" PER SECTION
c9 ,
w ECCENTRIC CONE SECTION
MORTAR OR "KENT SEAL" BETWLCN
SECTIONS TO FORM WATER TIGHT
I. MANHOLE RINGS, CONES AND JOMTTS--TYPICAL
SECTIONS Siigt•{. BE AS
CONCRETE PRO U ASSOCIATED ` e- FOR BACKFILL REQUIREMENTS SEE PIPE.
CONCRETE PRODUCTS OR
APPROVED EQUAL. BACCFILL DETAILS, SHEET S-2
2. MORTAR SHALL SE: "T" MIN: - D" ---"T" MN.
I PART CEMENT To
4 PARTS SAND, D (INCH) T (INCH) EC (INCH) F (INCK)
3. MANHOLES WITH A DEPTH 48 6 7
GREATER THAM 2q 10 FEET SHALL _
BE 60" DIAMETER. �..� 6 836
331, M`IN.' ' ` GROOVE k MORTAR, TYP.
1 �? -1/2" R
SLOPE i" V I
i E-7,
9' BELOW
LARGEST PIPE•-• • • .
/)4 BARS 0 12" O.C. � ELEVATION POUR BASE AGAINST UNDISTURBED SOIL
--- NORTH OF RIVER SANITARY DISTRICT No.1
48" AND 60" I.D. STANDARD MANHOLE
2/10 REVISED =
soar [. eanme"e61e+ G.•sw. 1oa -AECOM TRI 172AWN SHELT NO.
GATE _- REVISION �-...�. eae+al+rti c.StanM asXn
r bar s3a79u r a63,14so1s1 10104 8-7
4gOFESSIQ�
�1
��4�4o��g`� E• S� j�� �,��
w No. 35473
9/3 /17 x
CIVIL o4��
of CA
NEW SEWER LATERAL
�!-STAINLESS STEEL STRAPS,
TYP OF 2
PVC ` UDLE WITIi / j -•'
NEOPRENE GASKET.-
(TEE
ASKET;(TEE OR vrrE)
-CONCRETE ENCASEMENT,
PIPE 0.0,•N8"MIN.,
CENTERED
�I
I -- -� W RTH OF RIVER SANITARY DISTRICT No. I
I
LATERAL. CONNEC11ON TO EXI61•ING MAIN
Ix 2/10 REVISED .^._-. a
i. sour [ Ca+r+rwmr W, sH• rao ; E DALE DRAWN SHEET N0.
9.senuaa. ceilado o33or
DATE REVISION _ r aa+•bs.7151 3 we risalvi I W04 S-4
r
RECOIic) DMWW
ORRECTIONS BY.
DATE �7-! S
-. r
i
TRENCH WIDTH
P_OTE-S
a-.
4
•--EXCAVATION AT
1. IMPORTED SAND AND AGGREGATE
CUNi1tAC70R'S OPTION
SHALL BE PQ TFCHNICA.
SPECIFICATIONS FOR EARTHWORK.
e- I
----
--- SEF. NOTE 3
2. SEE TECHNICAL SPECIFICATIONS
to
i
FOR EARTHWORK IF TRENCH
WIDTH EXCEEDS THE MAXIMUM
+ * + +
SHOWN ON TIDS DRAWING.
' +
SAC:KFILL COMPACTED TO
907 RELATIVE COMPACTION
3, STREET ZONE TO BE COMPACTED
N
t
TO 95% RELATNE COMPACTION
ea•
-
+ ' + + , ♦' . ` r + '
IF WITHIN ROADBED OR TO 90'7.
+ ♦ '' `
RELATIVE COMPACTION If OUTSIDE
N
a
~� 1MPORTf,D SAND COMPACTED TO
OF ROADBED. SFF. TECHNICAL
„a w
N
957 REI ATIVE COMPACTION
SPECIFICATIONS FOR EARTHWORK.
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4. MINIMUM COVER OVER ALL SEWER
MAINS TO BE 6' AS MEASURED
.•:.;;
FROM FINISHED
„.r: r.,
3" TO 6" NATIVE MATFRIAL WITH
GRADE.
�
3/4" MAX, GRADATION OR IMPORTED
o
SAND WHERE REQUIRED BY DISTRICT
5. PERCENT RELATIVE COMPACTION IS
u a
6"
MIN,
6"�
COMPACTED TO 95% RELATIVE
THE PERCENT OF THE MAX.
CL
m
6"
MAX.
8
COMPACTION
DRY DENSITY AS DETERMINED BY
V�C.P,.&D.LPIPE
AS1M D-1557 (5 LAYER)
PUC SEWER PIPE
2/10 REVISEDl�rt--�
DATE _ REvISwN
---SEE NOTE 3
BACICEILL COMPACTED TO 9O%
RELATIVE COMPACTION
IMPORTED SAND OR AGGREGATE COMPACTED
TO 95% RELATIVE COMPACTION AND TO
DEPTH SPECIFIED BY DISTRICT IN
OVER -EXCAVATED AREAS OR UNSUITABLE.
SUBGRADE. MATERIALS
NORTH OF RIVER SANITARY DISTRICT No.1
SEWER PIPE BEDDING AND -
_ _ BACKFILL DETAILS _
""aMn%s,n. rao AECOM DATE IH2AWN SFIECT NO.
At aWaxe 911x9
a»•Ass r aar.lsta359
12" 12"
rMIN. MIN.
_ - F ,
FLOW- 7T_
LOCATE mH SHAFT OPENING BREAK PIPE FLUSH WITH INSIDE OF
OVER DOWNSTREAM SIDE OF MH -1 � ' MANHOLE WALL,
UNEtii ENIECOGES EMEMIALL BEPLASTERED ,
RADIUS = 2 x DIAMETER OF INLET 3 I I
PLAN
FOR CONCRETE COLLAR
DETAIL, SEE S-11 ---•-••--- - FOR MANHOLE TOP DETAILS SEE S --I I
1/2' CEMENT MORTAR
6" MIN...-'., -, �- - > 6• MIN. (FOR GRADE RINGS)
Co _ - -- MANHOLE GRADE RINGS AS REQUIRED,
"£C" MIN.MAX, HEIGHT 6" PER SECTION
c9 ,
w ECCENTRIC CONE SECTION
MORTAR OR "KENT SEAL" BETWLCN
SECTIONS TO FORM WATER TIGHT
I. MANHOLE RINGS, CONES AND JOMTTS--TYPICAL
SECTIONS Siigt•{. BE AS
CONCRETE PRO U ASSOCIATED ` e- FOR BACKFILL REQUIREMENTS SEE PIPE.
CONCRETE PRODUCTS OR
APPROVED EQUAL. BACCFILL DETAILS, SHEET S-2
2. MORTAR SHALL SE: "T" MIN: - D" ---"T" MN.
I PART CEMENT To
4 PARTS SAND, D (INCH) T (INCH) EC (INCH) F (INCK)
3. MANHOLES WITH A DEPTH 48 6 7
GREATER THAM 2q 10 FEET SHALL _
BE 60" DIAMETER. �..� 6 836
331, M`IN.' ' ` GROOVE k MORTAR, TYP.
1 �? -1/2" R
SLOPE i" V I
i E-7,
9' BELOW
LARGEST PIPE•-• • • .
/)4 BARS 0 12" O.C. � ELEVATION POUR BASE AGAINST UNDISTURBED SOIL
--- NORTH OF RIVER SANITARY DISTRICT No.1
48" AND 60" I.D. STANDARD MANHOLE
2/10 REVISED =
soar [. eanme"e61e+ G.•sw. 1oa -AECOM TRI 172AWN SHELT NO.
GATE _- REVISION �-...�. eae+al+rti c.StanM asXn
r bar s3a79u r a63,14so1s1 10104 8-7
4gOFESSIQ�
�1
��4�4o��g`� E• S� j�� �,��
w No. 35473
9/3 /17 x
CIVIL o4��
of CA
NEW SEWER LATERAL
�!-STAINLESS STEEL STRAPS,
TYP OF 2
PVC ` UDLE WITIi / j -•'
NEOPRENE GASKET.-
(TEE
ASKET;(TEE OR vrrE)
-CONCRETE ENCASEMENT,
PIPE 0.0,•N8"MIN.,
CENTERED
�I
I -- -� W RTH OF RIVER SANITARY DISTRICT No. I
I
LATERAL. CONNEC11ON TO EXI61•ING MAIN
Ix 2/10 REVISED .^._-. a
i. sour [ Ca+r+rwmr W, sH• rao ; E DALE DRAWN SHEET N0.
9.senuaa. ceilado o33or
DATE REVISION _ r aa+•bs.7151 3 we risalvi I W04 S-4
r
RECOIic) DMWW
ORRECTIONS BY.
DATE �7-! S
-. r
i