HomeMy WebLinkAbout6.2-598 1001 18th StSEWER NOTES.-
SEC.
OTES:SEC. 1.3.1 CLEANING:
PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE
CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE-TYPE SEWER CLEANING
BALL UNDER HYDROSTATIC_ PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN
MATTER SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING
OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS
COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. THE SYSTEM
WILL BE INSPECTED AFTER FINAL PAVING IS COMPLETED AND ANY DAMAGE
TO THE SYSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED
BEFORE APPROVAL
SEC. 1.3.2 TESTING:
1.3.2.1 MANDREL TEST OF ABS AND PVC PIPE.
FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR
TO THE PLACING OF PERMANENT PAVEMENT, ALL MAIN UNE PIPE SHALL
BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS
(DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS). A
RIGID MANDREL, WITH A CIRCULAR CROSS SECTION CERTIFIED AS HAVING
A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PULLED
THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR
PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF
THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING
NO LESS THAN NINE (9), SPACED EVENLY AROUND THE MANDREL
IF PIPE DOES NOT MEET MANDREL TEST VIBRATORY MEANS OF CORRECT-
ING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY
METHOD WILL NOT DISRUPT ADJACENT PROPERTY.
MANDREL TABLE
NOMINAL MANDREL
DIAMETER DIAMETER
6" 5.47
8" 7.27
10" 9.07
1.3.2.2 PRESSURE TEST:
PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR
LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST.
TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO
MANHOLE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST
METHOD (UPC SEC. 318-B(4) 1985 EDITION OR LATER EQUIVALENT)
SEC. 1.4.1 GENERAL:
ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY
SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS
FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS.
THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF
COMPLIANCE, CERTIFIED TESTS RESULTS OR SHALL PERFORM TESTS AS
REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING
INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED.
REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL
REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER.
SEC. 1.4.2 PIPE AND CONDUITS:
ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH
AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED
OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND
STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITH-
STAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPOR11NG STRENGTH
OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND
SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL
BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX
(STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO.
37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN
STRUCTURES.
1.4.2.1 VITRIFIED CLAY PIPE (VCP)
A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH
VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700,
AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF
THE CURRENT ASTM DESIGNATION C-12.
B. JOINTS:
(1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A
SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE
CURRENT ASTM DESIGNATION C-425.
(2) THE PIPE AND FITTINGS FOR 6% 8", 10", AND 12" SANITARY
SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS
CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425,
EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFAC-
TURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR
"MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED
EQUAL, SHALL BE REQUIRED.
(3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER
OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION
COUPLING CONFORMING WITH THE CURRENT ASTM DESIGNATION
C-425, (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED).
(see additional notes on sheet 2)
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY 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
UTIUTY UNES SHOWN AND ANY OTHER UNES 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 TO CONST-
RUCTION. 1-800-227-2600
ENGINEER'S STATMENT;
I 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.
SMITH
Drawing File: FrSEW17TH
05/29/2015
RCE 35473
EXP. 9-30-15
DATE
CITY
BA
KERSFIELD
1001 18TH STREET
COMS I RUC11ON PLANS
SEWER PLAN AND PROFILE
8" SEWER MAIN
MANHOLE (6'-8')
TIE-IN
ADDITIONAL NOTES
OWNER: ROBERT E. SMITH
1424 17TH STREET
BAKERSFIELD, CA 93301
BENCH MARK USED:
CHISELED "O" TOP OF CURB NW CORNER AT
THE INTERSECTION OF 18TH ST AND "0" ST
CITY OF BAKERSFIELD BENCHMARK
229 LF.
3 EA.
1 EA.
ENGINEER: SMITHTECH USA, INC.
1424 17TH STREET
BAKERSFIELD, CA 93301
cl CV dM AZ
INDEX
SHT. NO. SHEET DESCRIPTION
1. TITLE SHEET
2. NOTE SHEET
3. 17TH STREET
4. 17TH PLACE LATERALS
LEGAL DESCRIPTION
BEING A DIVISION OF LOTS 1,2,5,6,7,8, AND
THE EAST HALF OF LOT 3 IN BLOCK 269 AS
PER THE MAP OF THE CITY OF BAKERSFIELD
RECORDED NOVEMBER 25, 1898 IN BOOK 1 OF
MAPS AT PAGES 13 AND 14 IN THE OFFICE OF
THE KERN COUNTY RECORDER, AND THAT
PORTION OF THE 17TH PLACE ALLEY
ABANDONED IN DOCUMENT NO. 000214103203,
OF OFFICIAL RECORDS; ALSO BEING LOCATED IN
SECTION 30, T. 29 S., R. 28 E., MOUNT DIABLO
BASE & MERIDIAN IN THE CITY OF
BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA
VICINITY MAP
N.T.S.
LEGEND:
0 EXISTING SIU. CITY MONUMENT ENCASEMENT ,
-*- Tr. SEWER MAIN & MANHOLE TYPE 'A
�- TYR SEWER MAIN & CLEAN OUT TYPE "A"
• TYP. FRAMES & COfIERS FOR MANHOLES AND aEANOUTS
- - - EXISTING SEWER MAIN & MANHOLE TYPE 'A"
STD. SEWER LA TERALS
ADDITION NOTES ON SHEET TWO
is �• I
b� =Mani
�I
4
3
w
w w
ry
� J
W
F—
IZ
Z LJ
IU
I
17TH PLACE
ALLEY
MH #1
N 89'59'03' E 346.33
BASIS OF BEARINGS:
18TH STREET _
CENTERLINE
S 8959'47" w 346.39
-:;rJ•�s -� I
ul
cc
CENTERLINE
17TH STREET
THE BEARING OF N 00 00'00" E ALONG THE CENTERLINE
OF "0" STREET WAS ASSUMED PER THE MAP OF THE
CITY OF BAKERSFIELD IN BOOK 1 OF MAPS AT PAGES
13 AND 14 RECORDED IN THE OFFICE OF THE KERN
COUNTY RECORDER AND TAKEN AS THE BASIS OF
BEARINGS SHOWN HEREON
LIST OF 0.0. B. PROPOSED
STANDARDS USED HEREIN.•
MH 12
90MAW
TOTAL ACREAGE
TOTAL ACREAGE: 3.26 GROSS AC.
TOTAL LOTS: 44 BUILDABLE
ST -13
19TH
STREET
— SEWER & STORM DRAIN MANHOLE TYPE
w
w
w
w
w
w
of
cr_
SW— 7 —
SEWER PIPE CONNECTION
ST -11
— PA VEMENT PA TCHES
18TH STREET
SEWER LA TER/I L MARKER
z
o
11�
17TH
STREET
VICINITY MAP
N.T.S.
LEGEND:
0 EXISTING SIU. CITY MONUMENT ENCASEMENT ,
-*- Tr. SEWER MAIN & MANHOLE TYPE 'A
�- TYR SEWER MAIN & CLEAN OUT TYPE "A"
• TYP. FRAMES & COfIERS FOR MANHOLES AND aEANOUTS
- - - EXISTING SEWER MAIN & MANHOLE TYPE 'A"
STD. SEWER LA TERALS
ADDITION NOTES ON SHEET TWO
is �• I
b� =Mani
�I
4
3
w
w w
ry
� J
W
F—
IZ
Z LJ
IU
I
17TH PLACE
ALLEY
MH #1
N 89'59'03' E 346.33
BASIS OF BEARINGS:
18TH STREET _
CENTERLINE
S 8959'47" w 346.39
-:;rJ•�s -� I
ul
cc
CENTERLINE
17TH STREET
THE BEARING OF N 00 00'00" E ALONG THE CENTERLINE
OF "0" STREET WAS ASSUMED PER THE MAP OF THE
CITY OF BAKERSFIELD IN BOOK 1 OF MAPS AT PAGES
13 AND 14 RECORDED IN THE OFFICE OF THE KERN
COUNTY RECORDER AND TAKEN AS THE BASIS OF
BEARINGS SHOWN HEREON
LIST OF 0.0. B. PROPOSED
STANDARDS USED HEREIN.•
MH 12
90MAW
TOTAL ACREAGE
TOTAL ACREAGE: 3.26 GROSS AC.
TOTAL LOTS: 44 BUILDABLE
ST -13
— MONUMENT ENCASEMENT
SW -4
— SEWER & STORM DRAIN MANHOLE TYPE
SW -6
— SEWER CLEANOUT TYPE nA "
SEWER LA TERAL MARKER
ST 12 —
TRENCH DETAIL
SW— 7 —
SEWER PIPE CONNECTION
ST -11
— PA VEMENT PA TCHES
SW— I —
SEWER LA TER/I L MARKER
4gOVESSION
E.
w No. 35473
9/30/15
0CIVIL���4�~�
F CAL
Cl TY RECORDS �
REVIEWED BY.----� �_
APPROVED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
SCALE: 1" = 50'
�/3/ZUl rj
DATE
IJ
NICOLAS G. FIDLER R.C.E. 61069 EXP. 12-31-16 DATE
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
f
1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICATION D3034 FOR SDR35. PIPE AND FITTINGS SHALL
BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW
PIPELINES, CUT -IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS
APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN
ACCORDANCE WITH ASTM D2321. ONLY CLASS 1, II, Ill, EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
1.4.2.3 ACRYLONITRILE-BUTTADIENE-STYRENE PIPE (ABS)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICATIONS D2680 AND D2751. PIPE AND FITTINGS SHALL
BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW
PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE
COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN
ACCORDANCE WITH ASTM D2321. ONLY CLASS I, 11, 111, EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
1.4.2.4 SYSTEM TESTING:
INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3,
WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO
THE CITY OF BAKERSFIELD. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST
AND INSPECTION.
1.4.2.5 LATERALS AND STUBS:
A. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE
PROPERTY UNE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON
PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED
AT PROPERTY UNE.
B. WYE FITTINGS SHALL BE IN-LINE TYPE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23
DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE
CENTERLINE OF THE MAIN.
C. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG
SOLVENT WELDED.
1.4.2.6 BACKFILL, COMPACTION AND PAVEMENT PATCHES:
BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARD DRAWING ST -13 ALL EXISTING PAVEMENT AND
SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6.
1.4.2.7 EXISTING FACILITIES:
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER,
FENCING, ETC.), THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
SEC. 1.4.3 MANHOLES AND CLEANOUTS (LAMPHOLES):
ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARD DRAWINGS S-7 AND S-8 AND SECTION 70-1.02H
AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF
CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION.
ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARD DRAWING S-20.
SEC. 1.4.4 STANDARD FOR SEPARATION OF WATER AND SEWER LINES:
1.4.4.1 WATER LINES SHALL BE LAID IN SEPARATE TRENCHES AS FAR AS POSSIBLE
FROM NEARBY SEWER LINES. A MINIMUM HORIZONTAL SEPARATION OF TEN
(10) FEET IS REQUIRED.
1.4.4.2 WATER LINES SHALL BE LAID AT A HIGHER ELEVATION THAN NEARBY
SEWER LINES.
1.4.4.3 WHEN PIPELINES CROSS, THE BOTTOM OF THE WATER LINE SHALL BE AT
LEAST TWELVE (12) INCHES ABOVE THE TOP OF THE SEWER FIPE.
1.4.4.4 WHERE STEEL CASINGS OR TUNNELS ARE USED FOR THE PASSAGE OF WATER
AND SEWER LINES UNDER RAILROAD TRACKS, HIGHWAYS OR OTHER
STRUCTURES, THE SAME SHALL BE SPECIALLY DESIGNED TO E MINATE
ANY HAZARD OF CONTAMINATION TO THE WATER SYSTEM.
STORM DRAIN NOTES:
SEC. 2.5.3 CLOSED CONDUITS:
2.5.3.1 THE MINIMUM INSIDE DIMENSION FOR A CLOSED CONDUIT SHALL EE 18
INCHES AND THE CLOSED CONDUIT SHALL BE PLACED WITHIN THE
TRAVELED WAY WHENEVER POSSIBLE.
2.5.3.2. THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHT
AS PRACTICABLE MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS,
AT INTERVALS NOT TO EXCEED 600 FEET ALONG THE CONDUIT, AND
AT ALL BENDS SHARPER THAN 15 DEGREES. BENDS OF 15 DEGREES
OR LESS MAY BE CONSTRUCTED WITH PRE—FORMED ANGLED SECTIONS
OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BE LED
PIPE.
2.5.3.3. CLOSED CONDUITS, INCLUDING NON—REINFORCED AND CAST—IN—P-ACE
CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTA D
EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE C ARANCE
BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO P EVENT
DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADIN
AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE RE UIRED
IN ALL CASES. THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY
SHALL BE TO THE SATISFAC11ON OF THE AGENCY HAVING JURISDICTION
OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE
OR EQUIVALENT NON—REINFORCED PIPE SHALL BE USED IN ALL
TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAIN NG 10
FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED T ALL
SIPHON LOCATIONS AND FOR ALL JOINTS WHERE PIPE FLOWLINE
1S BELOW HYDRAULIC GRADE ELEVATION AT THE OUTLET.
Drawing File: FrSEW17TH
05/29/2015
0
ADDITIONAL NOTES.-
1.
OTES:1. ALL COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED
BY THE CITY ENGINEER.
2. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL
COMPACTION FOR FLEXIBLE PIPE.
3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY
CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. 661-326-3049
4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
DAYS PRIOR TO CONSTRUCTION. (1-800-227-2600)
5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT—OF—WAY. UNLESS SECURED BY A
SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY AND
INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF
A PERMIT.
6. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL SEWER LINES
SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS
PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION
CAMERA SHALL HAVE THE CAPABILITY OF ROTATING .360 , IN ORDER TO
VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED.
THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUC—
TION INSPECTOR, WHO WILL ALSO IN111AL AND DATE THE "CHAIN OF CUS—
TODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY
PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE
SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETE "CHAIN
OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATION—
ING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL
CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR
VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO
CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY.
7. "A PRE—CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT.
CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR
(661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED
START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE—
CONSTRUCTION CONFERENCE."
8. "CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS
FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS,
AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE
GUIDLINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRAN—
SPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION
AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE
FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES.
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY
ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION.
NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION
BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED
BY THE CITY ENGINEER."
9. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC
SEWER PIPE WITHIN THE PIPE ZONE.
10. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO
CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT
EXIST, REPLACE STUB TO MANHOLE.
11. ALL STORM DRAIN PIPE TO BE CL Ill RCP—RGJ TYPE.
12. ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES—
POND TO THOSE SHOWN ON THE APPROVED DRAINAGE STUDY.
13. TRENCHING TO BE PER C.O.B. STD. SW -9
14. NOTE TO STAMP AN 'S' INTO CURB FACE OVER EACH SEWER LATERAL.
15. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT
PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED
ON PLANS.
16. ANY ITEMS IN PUBLIC RIGHT—OF—WAY THAT ARE DAMAGED OR DO NOT
MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE
REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
CITY OF
1001 18TH STREET
CONSTRUCTION PLANS
SEWER PLAN AND PROFILE
PAVEMEN
BACKFILL COMPACTED TO 95% RELATIVE
COMPACTION IN ROADWAY AREAS FROM
3'0 BEYOND BACK OF CURB, EXCLUDING
ALL BUT THE OUTER 1.0' OF THE MEDIAN
AREAS, AND IN ALLEYS, WITHIN THE EXISTING,
ACCEPTED ROADWAY IMPROVEMENTS.
BACKFILL COMPACTED TO 90% RELATIVE
COMPACTION IN ALL OTHER AREAS.
W
z
z
a
cn
BACKFILL IN PIPE ZONE COMPACTED W
TO 9090 RELATIVE COMPACTION. `
N �
W
CL
a
►y 1 1�
(( PIPE OR
6.0' BEDDING MATERIAL FOR FLEXIBLE—j CONDUIT
PIPE AS PER ASTM D 2321
GRADE
BACKFILL COMPACTED TO 90%
RELATIVE COMPACTION
HAUNCHING
UPPER LIMIT OF PIPE ZONE
SHALL BE 1.0' ABOVE TOP OF
PIPE BELL OR THE OUTSIDE OF
PLAIN END PIPE.
STANDARD TRENCH DETAIL ST - 12
TRENCH BACKFILL AND COMPACTION
REQUIREMENTS 6-2-99 N.T.S.
SEE CITY STANDARD ST -12 FOR FURTHER DETAIL
ASHPALTTC PAINT
BIND"
ASPH,
CLASS II AGI
EXISTING ROAD
MIXED SURFACIN,
0.A
CONCI
SEL
(IF
BACKFILL
PATCH IN ASPHALT CONCRETE SURFACE
STANDARD PAVEMENT PATCHES N.T.S.
SEE CITY STANDARD ST -11 FOR FURTHER DETAIL
6-2-99
4gOFESSjp�
E.
w No. 35473
x 9/30/15
�k
9 CIVIL
OF CALZ���
BACKFILL
PATCH IN ROAD MIXED SURFACE
STANDARD PAVEMENT PATCHES N.T.S.
SEE CITY STANDARD ST -11 FOR FURTHER DETAIL.
6--2-99
r
4gOFESSION
W M
w No. 35473ROBERT E. SMITH RCE 35473 DATE
a
9/30/15151�'
C14
CD uJ
��9T�, CI V Ib
W, J W
OF C ALZ�
N Co n
N
O + S
J W J
r}-
N =
N
F= V)
Q N W CD uiQ N W It
ui
W
Z
N vu N �vLu
A
Cn
w.It
¢ <
- d
27.25'
14' M o 4'
27.62'/F
o w
� Io
z 14 29 z 44
N'o
-0
UZo
4
1Q
U Z
Q�
Q
p
v Lt R °�
X
w
/��
fY 0
z
F-
FL
m �p0
145.86 LF. 8 SEWER N 8263 LF. 8 SEWER
N
LEGEND.
lox
_ N 12 13
_
17TH STREET N 89°59'x3"- TRACT BOUNDARY
W
EXISTING S7D. CITY MONUMENT ENCASEMENT
cn
-+- 7YP. SEWER MAIN & MANHOLE TYPE 'A'
TYP. SEWER MAIN & CLEAN OUT TYPE 'rA'
• TYP. FRAMES & COVERS FOR MANHOLES AND CLEANOUTS
70 - - - EXISTING SENER MAIN dr MANHOLE TYPE '"A"
STD. SENER LATERALS
7Tff STREET
SCALE:
H ORI Z.
1"' =
50'
VERT.
1 of
= 4'
10
11 12 13
14
R
402
402
400
400
398
398
I
396
396
394
a
392
392
390
390
_
•
N
Wallacn
M
M
44
f
SOON
.
SM
=
e
W
M M
Of O
co
N
92
r r
n
W M
Z N
O
co e3—
Q
J
to
J
+
r J
> >
r
CNILI^�Al
>
I nn 037>
Z r
F
0o co
ALL 1-1,586 LF
'� PVC SEWER MAIN
N
co`c 8' PVC SEWE MAIN
�'�'
w o0
i
S = -0.3777.
S = -0.351%
IN ELEVATION
PRIOR TO
LAYING ANY PIPE.
ml
A IN
A
L�� 1
SHEET 31 OF 4 SHEETS
EX. 16" 391.52N
z
ME
Lu
w
cn
("MA/rn I A Trn A i
SEWER
WYE
(TYP.)
SEWER LATERAL PER C.O.B. STD SW -1
LEGEND:
EXISTING STD. CITY MONUMENT ENCASEMENT
—•— TYP. SEWER MAIN & MANHOLE TYPE '"A
•-- TYP. SEWER MAIN & CLEAN OUT TYPE nA n
• TYP. FRAMES & COVERS FOR MANHOLES AND CLEANOUTS
— — EXISTING SEWER MAIN & MANHOLE TYPE »A n
STD. SEWER LATERALS
PLANTER BOXES
----- CEN TERLINE
PROPERTY LINE (AS SHOWN)
APARTMENT
WALKWA Y
4ROFESSJO
E.
w No. 35473
9/30/15
CIVIL
OF C ALZ,
SCALE:
6, a- -- a i-
1' = 20'