HomeMy WebLinkAbout1.2-7305 Ph 1 & 2NOTES:
1. GENERAL
CONTRACTOR MIH, FURNISH ALI. MATERIALS, TOOLS, LABOR, EQUIPMENT AND
SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTICED AT LEAST 2 WORKING DAYS
BEFORE CONSTRUCTION. TELEPHONE: 811
CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UNU1E$ THAT CROSS
OR ARE INTERN S' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN USES, VERTICAL
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY
EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT MTN ANY
UTUTE3. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER
TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE AUGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR
SHALL BE COMPENSATED FOR HEARING. IN THE EVENT A ABILITY IS DAMAGED THE
CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR,
CONTRACTOR SHALL VERIFY LOCATORS AND ELEVATIONS OF EXISTING SEWER LINES THAT
THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE.
UTILITIES SHALL. BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR
TO TRENCHING. CROSSING UTURES SHALL BE DAYUGHTED AND CHECKED FOR GRADE,
BY CONTRACTOR PRIOR TO TRENCHING.
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES,
ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED
AS DIRECTED BY THE CITY ENGINEER.
ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWNG ST -6,
EXCEPT AS NOTED ON PLANS.
STAMP AN 'S" INTO THE CURB FACE OVER EACH SEVEN LATERAL
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-
OF-WAY. UNLESS SECURED BY AN IMPROVNT AGREEMENT, APPROVED INSURANCE AND
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WIIHHN
THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF TIE PERMIT
COMPACTION TESTS SHALL BE THE RESPONSIBUTY OF THE DEVELOPER/CONTRACTOR.
THE NUMBER AND LOCATION OF REQUIRED TESTS SHAD. BE DETERMINED BY THE CITY ENGINEER
2. STANDARD DETAILS
THE FO GING CITY OF BAKERSRELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS:
D-11, D-14, D-16, D-18
SW -1, SW -2, SW -3, SW -4, SW -A SW -8, SW -9, SW -1t,
ST -6, ST -22
3. VCP INSTALLATION
MATERIALS , THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH BIRDIED CLAY
CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN
CONFORMANCE PATH TUE PROMIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS
OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTARON, CURRENT EDITION
AND THE CURRENT ASTM SPECIFICATIONS C-12.
JOINTS ; THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END
WT}1 COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION
C-425.
THE PIPE AND FITTINGS FOR 6", 8", Of, AND 12" SANITARY SEWER MAINS MAY
BE PLAIN -END WTI COMPRESSION COUPUNGS CONFORMING WITH THE CURRENT ASTM
SPECIFICATON C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THBR 'MAINLINE"
SANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED.
THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
LATERALS MAY BE PLAIN -END RUTH COMPRESSION COUPUNGS CONFORMING WITH THE
CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT
REQUIRED)
4. ABS PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATIONS D,-2880 AND D-2751. PIPE AND RTDNGS SHALL BE HOMOGENEOUS
THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY SOLVENT SEEING JONTS. THE ASSEMBLY OF JOINTS SHALL BE
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE
CONNECTS TO VCP, USE COUPUNGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIRCATION D-2321. ONLY CLASS I, Il, AND IR EMBEDMENT
MATERIALS BILL BE CONSIDERED SUITABLE.
5. PVC PIPE INSTALLA_TIO_N__
6yATFJtM S : pPIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FILINGS 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 PIPEUNEA WT -IN FITTINGS ARC NOT PERMITTED.
JOINTS : USE ONLY ELASTOMERIC CASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL
BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE
CONNECTS TO VCP PIPE, USE COUPUNGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND BTRNGS SHALL BE INSTALLED IN ACCORDANCE VATH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, HH, AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
6. REINFORCED CONCRETE PIPE NTH PVC LINING.
REINFORCED CONCRETE PIPE WITH PAC UNING SHALL MEET THE FOILOWNG
REQUIREMENTS:
I.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV
OR CLASS V NTH WAIS "B" OR "C'. RCP SHALL MEET ASTM C 76 FOR STRENGTH,
ASTM C 361 OR AREA C302 EXCEPT TEST PRESSURE SHALL BE 5 PS FOR RUBBER
GASKETS, AND UNER TESTS IN ACCORDANCE NTH THE ALLURING PARAGRAPHS. PIPE
SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL
AND SPIGOT DESIGN WITH A CONTAINED O-RING CASKET.
PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360'
OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE
LINING IN CONCRETE PIPE AND FIELD SEALING AND WEDDING OF JOINTS SHALL BE DONE
IN STRICT CONFORMITY WTI ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND
RECOMMENDATIONS OF THE UNING MANUFACTURER. LINER SHALL MEET THE FOLLOWING
REQUIREMENTS,
1.8. PHYSICAL PROPERTIES OF LINER, ALL PLASTIC UNER PLATE SHEETS, WELDING
STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
WHEN TESTED AT 777 t5 CUT t3 ).
PROPERTY U116L P
TENSILE 'STRENGTH 2200 PSI MIN. 2100 PS MIN.
(15 MPA MLN.) (14.5 MPA MIN.)
ELONGATION AT BREAK 200% MIN. 200% MIN,
SHORE DUROMETER. TYPE 0 i -SEC. 50-60 t5
(NTH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 N5
WENT CHANGE 11.5
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM
D412 USING DIE B. WEIGHT CHANCE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY
3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL
PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY
TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK.
UNER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL V97HSTAND A
TEST PULL OF AT LEAST 100 POUNDS PER UNEAR INCH (1800 KGON, APPLE)
PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT
RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMOLUMENT. THIS TEST
SHALL BE MADE AT A TEMPERATURE OF 70' - 80' FOO' - 27' C) INCLUSIVE.
ALL PLASTIC UNER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT,
CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS
ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE
ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS,
THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SMALL BE FLEXIBLE AND SHALL
HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (8 MM) SETTLING
CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER XISTAUARONS,
WITHOUT DAMAGE TO THE LINING.
1.C. CHEMICAL RESISTANCE OF UNER.* AFTER CONDIIONING TO CONSTANT
WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL
BE EXPOSED TO THE FOLOWNG SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5
(25' C t3 ).
AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS
SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
ACCORDANCE WITH SECTION 7-2.03D.B) PARA. 2 JABOVE IF ANY SPECIMEN FAILS TO
MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE,
THE MATERIAL WILL BE SUBJECT TO REJECTION.
G MULTIPLE UTILITY
1 TRENCH
TYP. o
PIANS �
U
¢
I m
'.N 4.5' MIN. n 60"
TO 7' MAX. P.
TIT MIN.
H
G STREET
5mm12'
a.
FINISHED STREET
GRADE
42" TYP.i
TSI
6 CLEANOUT AT THE
END OF LATERALS PER 4" SEWER
C.O.B. STD. S-1 (TYP.) LATERAL 4r SEW
HCEWAL
ON DEEP SEWER, SLOPE LATERALS/ y -SET LATERAL PROVIDING PROPER
TO LOT LINE SO THAT THE END OF " r r CLEARANCE UNDER WATERUNE AND
LATERAL IS WITHIN REQUIRED - URUTY TRENCHES
TOLERANCE.
23' MIN, TO 60' MAX, 6" OR 8' SENSE MAIN
DETAIL
SCAM: NONE
TYPICAL SEWER LATERAL INSTALLATION
X1 FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA MIND) PLASTIC PIPE
OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN AND SEWER LATERAL CROSSINGS
ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS.
4AE MIN. A`
TO 7' MAX.
®f
is ---
7
fi
' 7 8 9 10 11 12 1 ir• � -¢ !1 _-.
I a
L s '-•--- -.... s 4
+ '-
SE WWW ER AND STORM DRAIN PLANSR
PHASE 1
PMA E 2 RELIANCE
DRIVE TOTAL
r..Jl
f
HW .2
$ a
�r!
LF
I se
.I
{1E
N s J
t
10"
I
1M1
RAIZ
NII SO_
ROAD
LF
- 1064
LANDING COVE STREET
36" DRAIN LINE
60
LF
1487
45
14
131,
14 13
(9
43 X42
41
40
- 8
ss
a�
9
EA
5
y°
LANE
21
22 N
EplSON
EA
30O
E �
2gi 2II
2T
RIP RAP
?
25
.Cu
_
ca
I.
ROOD
_
a
FL/F1,
is ---
7
fi
' 7 8 9 10 11 12 1 ir• � -¢ !1 _-.
I a
L s '-•--- -.... s 4
+ '-
SE WWW ER AND STORM DRAIN PLANSR
41 -
SMUGGLERS COVE STREET --- I
40 39 38 37 36 35 ,22 21 26 1M 16 17
FU
TUBE TRACT 7263 uMP;,
PROJECT MAP SHEET NO. IN
I
6010 111 IIM.. ON kwill m IAm 014 =1 rIi I i M, !
STORM DRAIN IMPROVEMENTS
PHASE 1
PMA E 2 RELIANCE
DRIVE TOTAL
18" DRAIN LINE
1220
LF
358
LF
- 1578
�h
24" DRAIN LINE
50
17
527
LF
- 1064
LANDING COVE STREET
36" DRAIN LINE
60
LF
1487
-
16
15
14 13
(9
43 X42
41
40
- 8
EA
a�
u
8
EA
5
y°
- 12
EA
OUTLET STRUCTURE
2
EA
-
L;
EA
RIP RAP
12
CY
I FGFND
-
- 12
CY
FL/F1,
19
20
21
22 Ci
CONSTRUCT SEWER PER GUY STANDARDS.:
EXISTING SER MANHOLE
CLIC.L
3
�,. ¢ SHELTER COVE
STREET
34
35 36
37
38
w
A FV.
ELEVATION
SUN
SEWER MANHOLE
PER C.O.B. SID. SW -4 AND SW -5
s
C.O.B.
CITY OF BAKERRELD
SENT
STORM DRAW MANHOLE
i
DEMAND DRAIN MANHOLE
v
T.OM.
TOP OF MANHOLE
CB
CATCH BASIN
0
CONSTRUCT SEVER CLEANOUT
4
CENIERIJNE MONUMENT
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
PER C.O.B. STO. SW -6.
EMDBY....
27
26
25 24
33
32 31
30
29
12NTEAUNE
P/L
29
FH
FIRE HYDRANT
c
CONSTRUCT STORM DRAIN PER CITY STANDARDS
E.G.
EXISTING GROUND
D.W.S.
DESIGN WATER SURFACE
..
._ ..-.,
PHASE ONE
EX./EXIST.
28
ARM
7I
(
ISLAND
WAY
131
30
32
53 34
23
24 25
26
CITY WATER SERVICE
PER C.O.B. STD. SW -4 k SW -5.
- ®® __®
TRACT BOUNDARY
0
RNV,
INVERT
STD,
STANDARD
27.
363
TOP OF MANHO.EATO' OF
CONSTRUCT CATCH BASIN TYPE
E ,M.
CLEANOUT DURATION
41 -
SMUGGLERS COVE STREET --- I
40 39 38 37 36 35 ,22 21 26 1M 16 17
FU
TUBE TRACT 7263 uMP;,
PROJECT MAP SHEET NO. IN
I
6010 111 IIM.. ON kwill m IAm 014 =1 rIi I i M, !
STORM DRAIN IMPROVEMENTS
PHASE 1
PMA E 2 RELIANCE
DRIVE TOTAL
18" DRAIN LINE
1220
LF
358
LF
- 1578
LF
24" DRAIN LINE
537
LF
527
LF
- 1064
OF
36" DRAIN LINE
60
LF
1487
-
- 60
LF
CATCH BASINS
3
EA
5
EA
- 8
EA
STANDARD MANHOLE
7
EA
5
EA
- 12
EA
OUTLET STRUCTURE
2
EA
-
- 2
EA
RIP RAP
12
CY
I FGFND
-
- 12
CY
$EWT R,,.iRER IMEMEN€S
PHASE 1
PHASE 2 RELIANCE DRIVE
TOTAL
6" SEWER LINE
354
LF
385
IF -
739
HE
8" SEWER LINE
1782
LF
1520
LF 161 LF
3463
LF
4" LATERALS
1722
LF
1487
LF -
3209
LF
6" CLEANOUT
3
EA
3
EA -
6
EA
STANDARD MANHOLE
9
EA
8
EA -
17
EA
A M j €I ■
QHEET
TITLE.
#`.
COVER SHEET
t
NOTES/SPECIFICATIONS
QHEET
TITLE.
1
COVER SHEET
2.
NOTES/SPECIFICATIONS
3.
LANDING COVE STREET
A-,
SHELTER COVE STREET
5.
SMUGGLERS COVE STREET
6.
LA CRUZ ROCK AVENUE &
PENROSE POINT WAY
7.
RELIANCE DRIVE BE
HALFWAY ROCK AVENUE
8.
EMORY ISLAND WAY Be
SUMP DETAIL
• #• TO THE START OF OF
CONSTRUCTION t
THE CITY CONSTRUCTION INSPECTIONDEPARTMENT
HOURSSHALL BE GIVEN 24 t
TELEPHONE 326-3049. NO CITY INSPECTIONS
APPROPRIATEWILL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT WITH
SECUIR" AND INSURANCE HAS BEEN OBTAINED.
2, ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE OF i
FORTHSTATING THAT THE REQUIREMENTS & STANDARDS
SET
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY 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, STANDARDS AND DESIGN CRITERIA ENCOUNTERED
DURING CONSTRUCTION. SHALL. BE CORRECTED AND SUCH CORREC71ONS
REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
W,.'f f e r=.•. L, ,!''` J!/ f•'.'"'_��'_____..ry (/ "-AL1
APPROVED BY: BLAINS 11EPNING4R.C.E. 55102 DATE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND
ARE TO BE PUBLICLY MAINTAINED.
f _
/ - %-zo
REVIEWED BY:
STUART J. PATTESON, ASSISTANT PUBJC WORKS DIRECTOR
R.C.E. NO. 44898
1. ANY ITEMS IN PUBLIC RIGHT-OF-WAY
THAT ARE DAMAGED OR DO NOT MEET
CURRENT STANDARDS SET BY PUBLIC
WORKS WILL REQUIRE REPAIRING AND/OM
UPGRiDING AS PER CITY ENGINEER,
I !t
i • ! '- Intl
• A -t
t
f,
II ttl A 10 ►� �
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF RELIANCE DRIVE AND
FIREBAUGH STREET.
ELEVATION = 356.735' (U.S.G.S. DATUM) PER TRACT
NO, 5845 PHASES A -D, MON. ELER MAP
_ECEND:
I FGFND
(CONT.):
LEGEND
(CONT)
FL/F1,
ABBREVIATIONS
FLOWUNE
R/W
RIGHT-OF-WAY _._S_
CONSTRUCT SEWER PER GUY STANDARDS.:
EXISTING SER MANHOLE
CLIC.L
CENTERLINE
M.H.fMH
MANHOLE
CONSTRUCT SEWER MANHOLE TYPE °A®
EMSTNG SEWER OEAROUT
A FV.
ELEVATION
SUN
SEWER MANHOLE
PER C.O.B. SID. SW -4 AND SW -5
s
C.O.B.
CITY OF BAKERRELD
SENT
STORM DRAW MANHOLE
i
DEMAND DRAIN MANHOLE
T.OM.
TOP OF MANHOLE
CB
CATCH BASIN
0
CONSTRUCT SEVER CLEANOUT
4
CENIERIJNE MONUMENT
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
PER C.O.B. STO. SW -6.
EL/ELEV.
EiE.VA TION
SAW
SIDEWALK
_
_ _..__...._ _.. _-.
12NTEAUNE
P/L
PROPERTY ONE
FH
FIRE HYDRANT
c
CONSTRUCT STORM DRAIN PER CITY STANDARDS
E.G.
EXISTING GROUND
D.W.S.
DESIGN WATER SURFACE
..
._ ..-.,
PHASE ONE
EX./EXIST.
EXISTING
ARM
EX. RIGHT -O' -WAY
0
CONSTRUCT CLARK DRAIN MANHOLE TWE `A"
C/G
CURB k GUTTER
CWS
CITY WATER SERVICE
PER C.O.B. STD. SW -4 k SW -5.
- ®® __®
TRACT BOUNDARY
0
RNV,
INVERT
STD,
STANDARD
'A'
363
TOP OF MANHO.EATO' OF
CONSTRUCT CATCH BASIN TYPE
E ,M.
CLEANOUT DURATION
SECTION DESIGNATION -i
PER C.O.B. STS. R-14..
RCN TETTER
EXPCW ",HEWER LINE
F ---PIPE SIZE
Know what's below.
EXISTING STORM DRAIN UVE
8"S ---UTILITY;
W -WATER
S -SEWER
ii
7 before you dig.
2
G -GAS
D -DRAIN
STET WIRE SECROM IS RAW
NOTES (CONT.).
CHEMICAL SOLUTION
SULFURIC ACID
CONCENTRATION
20%**
SODIUM HYDROXIDE
5%
AMMONIUM HYDROXIDE
5%"
NITRIC ACID
1%**
FERRIC CHLORIDE 1%
1%
SOAP
0.1%
DETERGENT
0.1%
(LINEAR ALKYL BENZYL SULFONATE OR LAS
THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS.T.
BACTERIOLOGICAL
BOB NOT LESS THAN 700 PPM
*THIS IS TD BE USED AS A PRE -QUALIFICATION TEST AND MEN MATERIAL
FORMULATIONS ARE CHANGED.
•*VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS.
1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A
MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS LOCKING EXTENSIONS OF THE
SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE
SHEET.
I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING
OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER.
COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON
THE PLANS
THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL
WITH THE LONGITUDINAL AXIS OF THE PIPE
THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS.
LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM)
FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN
USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE
INSIDE SURFACE
CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN
A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE,
HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE
CONCRETE.
IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM
DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED
SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE INNING SHALL
BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED.
ALL NAIL AND TIE HOLES AND ALL GUT, TORN AND SERIOUSLY ABRADED AREAS IN
THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH MELDING STRIP SHALL
BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY
CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE
ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE
SOUND LINING ADJOINING THE DAMAGED AREA.
HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED
TO THE LINING.
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO
INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE
WORK.
i.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING
SHALL BE SET RUSH METH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE
SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 1N04ES
(100 MM) BEYGND THE OPPOSITE END DEPENDING UPON THE TYPE OF UNING JOINT
TO BE MADE NTH THE ADJOINING CONCRETE PIPE.
WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING,
JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR
CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE
EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE
FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED
DR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE.
WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH
LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL
BE PER THE MANUFACTURER'S RECOMMENDATIONS.
LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS.
CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE
TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED
IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG
OR WITH A SUITABLE FORK LIFT.
ON PIPE HAVING A 36W LINER COVERAGE, THE LONGITUDINAL EDGES OF THE
SHEET SHALL BE BUTT WELDED. MEN PIPE TUBES ARE FURNISHED, THESE ARE
SHOP -WELDED JOINTS.
NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN
REPAIRED TO THE SATISFACTION OF THE ENGINEER.
1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN
SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER:
IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH
CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT,
EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE
ADJACENT PIPE SECTIONS
PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE.
ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING
SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEN CLEAN AND DRY.
FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING
DESCRIBED TYPES:
TYPE P-1: THE JOINT SHALL BE MADE 'NTH A SEPARATE 4 -INCH (100 -MM)
JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE
CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH
EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4-INGH
(100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13
MM).
TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING
EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND
THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE
SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR
TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE
LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP.
CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION
AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING
AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C),
HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE
THE JOINT RAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH
(MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM)
FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING.
ALL MELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE
SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER.
WELDING SHALL FUSE BOTH SHEETS AND MELD STRIP TOGETHER TO PROVIDE A
CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER
PLATE.
HOT-AIR MELDING TOOLS SHALL PROVIDE EFRMENT AIR TO THE SHEETS TO BE
JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316-C).
WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED
BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE
WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WEED PROGRESSES TO CAUSE
A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT
OF THE WELD STRIP.
THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS
360 DEGREES:
WHEN GROUNDWATER IS ENCOUNTERED THE LINING .ANT SHALL NOT BE MADE UNTIL
PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND
NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT.
WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR RAP, DO NOT WELD
6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF
POTENTIAL FUTURE GROUNDWATER BUILD-UP.
I.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL
REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO
THE INNER FORMS. SHEETS SHALL BE OUT TO FIT CURVED AND WARPED SURFACES
USING A MINIMUM NUMBER OF SEPARATE PIECES
UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT
LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE
STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES,
CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME
PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS
CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH
RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE
PLASTIC-UNED CONCRETE IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE
OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY
REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER
APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED
WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT
MATERIAL
1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS
INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL
BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED. ELECTRICAL HOLIDAY DETECTOR
(TINKER @ RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH
THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS
ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD.
ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS
OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-203(1.E) PARA.
8 ABOVE
EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER
WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2
INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL
WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF
THE STRUCTURE BY MEANS OF A SPRING BALANCE. UNER ADJOINING THE WELDING
STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE
10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS UNTIL NO
FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WALL BE RETESTED AFTER REPAIRS
HAVE BEEN MADE TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE
LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE
WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING
THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM
EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK.
SHOP DRAWINGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION
SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW.
PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM
TRENCH DESIGNATION "C'. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH
DESIGNATION V.
PVC FOR PIPE SIZES 18' AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET
THE FOLLOWING REQUIREMENTS:
1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH
IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM
TO ASTM D 3212 AND ASTM F 477.
2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM
F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE
ENGINEER.
3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S
GUIDELINES, THESE SPEOFlCATONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF
FLEXIBLE THERMOPLASTIC SEWER PIPE.',
4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE
SPECIFICATIONS AND THE FOLLOWING:
DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE
CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL
THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON
WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS
LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS THE MANDREL
DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA:
MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.)
WHERE Y = ALLOWABLE DEFLECTION IN X (5%)
BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE
MANUFACTURER)
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7)
MINIMUM.
THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE
EQUAL TO THE NOMINAL DIAMETER OF THE PIPE.
ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE
EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST
CAN BE PASSED. RE -ROUNDING WALL NOT BE ALLOWED,
PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD
ST -22 AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE
SHALL BE AS SHOWN ON THE PLANS.
7. TRENCH EXCAVATION
THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN
OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED,
THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST -22 AND DETAILED
SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION.
THE HOES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH
PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE IT IS THE INTENTION OF
THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE.
CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS
PROVIDED IN THE PLANS SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT
INSTALLATIONS SHALL MEET CITY STANDARD ST -22
TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS.
8, BRACING AND SHORING
EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND
REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR
DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A
REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY 'MIH ANY OF THESE
RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE
DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED
BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED.
DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL
OF THE BACKFILL AT ALL TIMES
SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT
TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING,
SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF
SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A
REGISTERED CIVIL OR STRUCTURAL ENGINEER: HOWEVER, USE OF SYSTEMS THAT ARE
LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS
PROHIBITED ON THIS PROJECT.
9
TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN
ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR
THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS, DATED ,JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE
PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN
ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO
LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE.
BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED
TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER
AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE.
BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS
AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND
SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER
SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A
COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED.
THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION
ABOVE THE PIPE ZONE WILL BE ALLOWED.
IMPORTED OL"DDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS
BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE
DISPOSAL OF THE CONTRACTOR.
THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF
IN-SITU MATERIALS
ACHIEVING FIRM BEDDING BELOW PIPE SPRINGIUNE. CONTRACTOR SHALL PROVIDE "FIRM
BEDDING' SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT
THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE
SPECIFICATIONS
BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO
THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING
BEDDING AND BACKFILUNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS
AND COUPLINGS SHALL BE AVOIDED.
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CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS
13.
ALL SEWER STUBS MALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
19. CONNECTION TO _SEAL PVC LINED SEWER_ LINE OR MANHOLE
-
THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS.T.
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SHOVEL-SICNG OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
14.
ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE
UP TO THE QUARTER PONT OF THE PIPE.
STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF
DIAMETER OF THE CONNECTING UNE. THE CORED HOLE SHALL BE DESIGNED TO OUT
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THE STANDARD ..SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF
A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER.
INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED
IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID
TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20.
PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC
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AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE
LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC
PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH
MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR
LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL
SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALLBE
PIPES 46" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE
SEALED TO THE PVC BOOT WITH SKA 449/203 PRIMER AND SIKA FLEX 1A
BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON
SEALANT OR AN APPROVED EQUAL
MANNER OF TAMPING MUST BE APPROVED WRITING BY THE ENGINEER TO
KENT -SEAL, IN A GROOVED FOUNDATION.
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COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE D
HE DIRECTION
THE PVC BOOT SHALL BE DRDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL
OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
15.
STORM GRAIN PIPS
OF THE CONNECTION.
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RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL N07 BE
PERMITTED.
STORM DRAIN PIPE CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER
THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS
=
GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE
PER THE PLASTIC LINER MANUFACIUREWS RECOMMENDATION.
.
SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE
CONTRACT PLANS
BACKFILLED VATH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE
THE CONNECTION UNE SHALL BE CENTERED IN THE CORED HOE AND PLACED SO IT
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OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE
REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE
IS FLUSH PATH THE INSIDE WALL OF THE RCP.
5-'
MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROWING,
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PROVISIONS N SECTION 65, 'REINFORCED CONCRETE PIPE", OF THE STANDARD
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
SPECIFICATIONS AND THESE SPECIAL PROVISIONS
THE PVC BOOT WELD SIRENS SHALL BE MANUFACTURED BY AMERON, INC OR AN EQUAL
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APPROVED BY THE CITY ENGINEER.
WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/GDR ROLNG, THE BACKFILL
EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE
MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18)INCHES IN LOOSE
SPECIFlCATONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE
DEPTH,EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING
PLANS OR SPECIFICATIONS FOR STANDARD JOINTS.
BEFORE SUCCEEDING LAYERS ARE PLACED.
HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 *LAYING SIPHON AND PRESSURE
COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF
PIPE% OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED.
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR
ROWING AS SPECIFIED ABOVE WHERE THE TRENCH IS WITHIN THE PAVEMENT ON
REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO
STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED
SECTION 65-1.060, 'RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS.
PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE
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COMPACTION.
HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE
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CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
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SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING
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STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
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MATTER, OR OTHER UNSATISFACTORY MATERIALS.
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
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WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
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IN NO CASE SHALL JETTING BE ALLOYED FOR BACKFILL COMPACTION WITHIN THE STREET.
REJECTED.
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WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
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BACKFILL TESTING AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
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SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK' AND BECTON 6-3,
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
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"TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF
PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE S70RM DRAIN OR AS
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PUBLIC WORKS DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL
DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE
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MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE
TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT
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NEXT LAYER IS PLACED.
WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE
WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND
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EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE
DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE
_
COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39
TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS,
AS MODIFIED ON THE CONTRACT PLANS. EXCEPT THAT COMPACTION WITHIN THE
OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED.
1151,
ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (9m
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RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY
WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
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CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
,,,
OF THE FOLLOWING 02922 OR 01556.
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THANV
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SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
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IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.�Y
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SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED.
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TESTS WILL THE SUBDIVIDERS
THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM
2
COMPACTION BE RESPONSIBILITY. THE NUMBER AND
LOCATIONS OF THE TESTS SHALL BE DETERMINED 8Y THE CITY ENGINEER.
BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE
J'2
t
,
CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
8
e
10. SEWER PIPE INSTALLATION
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE: SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH WOES AND FACES
SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
AND BACKFILL
OR INCORRECTLY CUT.
\., �
L
HANDUNG OF MATERIALS ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE
16.
BOREDIJACKED PIPE
..
CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING.
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
RESILIENT JOINTS ON PIPE AND FITTINGSWILL NOT BE DAMAGED. ANY PIPE OR FITTING
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH
m
DAMAGED
WITH JOINT ENED
OR FLATWILL CAUSE THAT PIPE OR FITTING TO BE
SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
ED.
REJECTED.
CASING ALSO SHALL BE BACKFILLED VATH GROUT OR SAND. THE ENDS OF SPACE
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
ACCORDANCE PATH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER.
PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE
BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING.
AND TO PREVENT SUDDEN OFFSETS IN THE ROW LINE. AS THE WORK PROGRESSES, THE
INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY
DESCRIPTION. PIPE SHALL NOT BE UID WHEN THE CONDITION OF THE TRENCH OR THE
BORING JACKING OPERATIONS STALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
/
WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF
CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE
i
PIPE AND FITTINGS SHALL BE CLOSED.
PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL
o
ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON
v
PATH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
THE PLANS
w
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
¢
PURPOSE. IN ORDER THAT BELL HOES MAY BE PROPERLY LOCATED, NOT MORE THAN
UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE
SIX (6) HOFS SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
PIPELINE TO GRADE, THE VOD BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
APPROVAL
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES.
T
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTNESS OF CUTTING AND NO
TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS
ADDITIONAL COMPENSATION WILL BE ALLOWEDFORR ANY MATERIALS WHICHH ARE DAMAGED
UNREASONABLE SLOUGHING OF MATERIAL MICH MAY JEOPARDIZE THE SAFETY OF
OR INCORRECTLY CUT.
WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR
SHALL FURNISH AND INSTALL BREASTBOARONG AND/OR FACE CLOSURE 'WITH
K
PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS MEN COMPLETED
SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING TIE WORK FACE
a
AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE
THE CONTRACTOR, BEFORE RESUMING WORK SHALL FURNISH THE ENGINEER WITH A
METHOD UNIFORM PLUMBING CODE AIR TEST UPC SEG 318-6(4), OR THE WATER
DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL
EXFILTRATON TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES"
ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID
OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION,
PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE.
AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL. AND THE
PIPE SUPPLIER'S REQUIREMENTS THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24
17,
MINOR STRUCTURES
HOURS PRIOR TO ANY TESTING.
MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL
CLEANING PIPE UNES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO
CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF
EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED,
SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
'
AS AT NIGHT, THE PIPE ENDS SHALL SUITABLY CLOSED. UPON COMPLETION, AND
PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS
U
IN
BEFORE PLACING INTO SERVICE, ALL LUES SHALL RUSHED AND TO
S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD
J co
WO
REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT,
S, EQUIPMENT,
STANDARD 5-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE
J a Z
SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING
PLANS'
Q
FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE.
THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE
o' ! J 0)
SEWER LATERALS SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD.
STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL
W I CL Z
EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO
BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL' TO MAKE A
a Z 0
AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS COMPRESSION
WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET
t
COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE
PLUMB.
= W Q I-
TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON
m ow Q
THE PLANS SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH
18.
ADJUST SURVEY MONUMENT ENCASEMENTS
HL < Q 0
(
THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE
_ _�
®
PAID AS SEWER FOR THE APPROPRIATE DIAMETERS
SURVEY MONUMENT AND FRAME AND COYER WITH ENCASEMENTS SHALL BE ADJUSTED OR
M' c
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS IN
= ` V
ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD 5-29.
m . JX Lu
11. SYSTEM TESTING
THE SURFACE O THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A
w
0 a.
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
MINIMUM OF THREE DAYS
o
=
IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
W 0) 1
< to
RECOMMENDATIONS OF THE MANUFACTURER.
AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF
�
W
SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR
J ad
PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO
PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO
1- I-
EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE
A MINIMUM OF ONE DAY.
CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF
a t LU z
THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S
THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS
3
CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE 'CHAIN OF CUSTODY
CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED.
cc
~ W
FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS
HIS OPERATIONS
< c
REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO
ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR
CASSETTE, THE COMPLETED 'CHAIN OF CUSTODY FORM AND A WRITTEN LOG (MUCH
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
o -
INCLUDES THE STATIONING, 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 ENGNEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE
y
C
SH
VIDEO CASSETTE ALL BECOME THE PROPERTY OF THE CITY.
3
12. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL
a
a'
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.
ALL LATERALS SHALL BE C IN DIAMETER EXCEPT AS NOTED ON PUNS, EXTENDING A
MINIMUMAOF
E BEYOND THE PROPERTY UNE OR RIGHT -CF -WAY UNE WITH 30' OF COVER
below.
FLOW
Know W110YS
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED THE PROPERTY UOR
Call before you dig.
Y J
jF
AT NE
W
RIGHT-OF-WAY LINE AS SHOWN IN THE 'SEWER LATERAL MARKER' DETAIL, C.O.B. SID.
W CM
DET. SW -1.
II
LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY
'l __"'� �.�` (�,. �.
d -
LINE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWIJNE.
1.
CITY RECORDS NO:
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
RETRAIN SHEET 7 DRIVE PENR�SHUT 6EWAY CACTUS PATCH DR VE
z q1
I' I io 1 8 1
9N I�m' 10
N Ia $ m ( $+ t 5II w 6FL II I a$
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7 11 12 J 1
20 20 ]
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30 30 w n� o
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4 5067 I� -_-v-_ )92p C� ..1 i-n_�_ _-1_M—RL_ _ =I ,� R I I < 1 i -n y� I �Wt a�i'A�+q Ih III
jV
0 S P, .. -, YE'L1
SAW;^rT11+00 i42
N8857'42W 450.00' 13+00 ()
-- — f— _ I_ .71' 17+00 88'S 00 111 '42°
i500 14+00 .00
_-
N M
I1 __ -8.W
' 18°D _. 42200'
N885T30'W 4R/W$38S A
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4* I I 20'
oso'
39
RELIANCE DRIVE LA CRUZ ROCK AVENUE HALFWAY ROC( AVENUE CACTUS PATCH DRIVE
SEE SHEET 7 SEE SHEET 6 LANDING COVE STREET SEE SHEET 7
(STA. 10+00.00 C.L. TO 18+90.00 C.L.)
SCALE 1' = 50' HORIZONTAL
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
LINE TABLE
UNE
BEARING
DISTANCE
LI
N 643845° W
31.82'
L2
N 48'05'34° W
23.48'
L3
N 37`05'41° W
28.80'
L4
N 175620° W
45.30'
L5
N 86'5Y4T° W
59.81'
L6
N 45'02'52° W
41.81'
L7
N 41'400" E
51.44'
L8
N 21'32'52° E
46.98'
L9
N 3955'27° W
31.78'
L10
N 171607' E
42.26'
LH
N 46422° E
29.86'
L12
N 52'22'16° E
27.60'
1-13
N 66'47'25° E
49.39'
A SECTION
3 SCALE: i" = 50' HORIZ.
1" = 5' VERT.
(STA. 10+00.00 C.L. TO 18+90.00 C.L.)
SCALE: 1° = 50' HORIZONTAL
368 SCALE: 1" = 5' VERTICAL
366
364
362
360
358
356
354
352
NOTE: CONTRACTOR SHALL VERIFY POINT OF
CONNECTION TO EXISTING SEWER MANHOLE
AND NOTIFY ENGINEER OF ANY DISCREPANCIES
v.
0
LEGEND:
co
�
LEGEND(CONT.):
0
LEGEND CONT.:
LEGEND (CONT.)
350
m
022
J
CL
a
4D
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE 'A" NTH 3.5' OPENINGS
w
w
ABBREVIATIONS
F—
W
s
CONSTRUCT SEWER PER CITY STANDARDS
=1
EXISTING SEWER MANHOLE
La
PER C.0.& STD. D-14 UNLESS OTHERWISE NOTED.
348
R/F.l.
FlAWUNE
R/W
RIGHT-OF-WAY
cc
IL
N
>
d
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS
�
CI./C.L
CENTERUNE
M.H./MH
MANHOLE
®
CONSTRUCT SEWER MANHOLE TYPE 'A"
J
EXISTING SEWER CLEANOUT
Z
OTHERWISE NOTED.
ELEV.
ELEVATION
SMH
SEWER MANHOLE
o
PER C.O.B. 570. SW -4 AND SW -5.
_
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE
346
C.O.B.
CIN OF BAKERFlELD
SDMH
STORM DRAB! MANHOLE
o
EXISTING DRAIN MANHOLE
NOTED.
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
®
CONSTRUCT SEWER CLEANOUT
CENTERLINE MONUMENT
TAC.
TOP OF CLEANOUT
GB
GRADE BREAK
PER GOB SID. SW -6.
®
CONSTRUCTION NOTES
344
EL/ELEV,
ELEVARTY
S/W
SIDEWALK
- —
CENTERLINE
PA
PROPERTY UNE
FH
FIRE HYDRANT
-- o
CONSTRUCT STORK GRAN PER CITY STANDARDS
O
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS
E.G.
EXISTING GROUND
D.W.S.
DESIGN WATER SURFACE
PHASE UNE
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12".
342
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
®
CONSTRUCT STORM DRAIN MANHOLE TYPE °A°
PER C.D.B. STD. SW -4 & SW-5.
TRACT BOUNDARY
O2
REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
VERIFY LOCATION & INVERT OF EXISTING SEWER PRIOR TO
340
INV
INVERT
STD.
STANDARD
CONSTRUCT CATCH BASIN TYPE •A•
T
TOPCLEOFF MANHOLE/TOP OF
CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES.
SECTION DESIGNATION:
PER C.O.B. STD. D-14.
CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION &
INVERT ELEVATION OF STORM DRAIN SNB PRIOR TO BACKFILL
338
��� ��
----_
--------- ---
EXISTING SEWER UNE
PIPE SIZE:
CONNECT TO STUB PATH THE CONSTRUCTION OF PHASE 2
___-___-.--_---c---
---
EXISTING STORM DRAIN UNE
8°S—UTILITY:
336
2
W -WATER
S -SEWER
G -GAS
D -DRAIN
SHEET MITRE SECTO IS swWN
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SCALE: 1" = 50'
50' 25' O' 50' 100'
M �
CITY RECORDS NO:
LA CRUZ ROCK AVENUE HALFWAY RAVENUE 1
SEE SHEET 6 SEE SHEET 7
1+ wn I 1�1__---j—4_–_–_'j —I �. t "z
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3 " ' 1 34 35 ! R 36 37 38 w s n
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NA N-
_ B• 9" t
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END PIPE '-.. ._. -_ _----.__ _-.....�. _ _ __{-.-- q&Y5r42YN $9000' 13+00 t4+OO '- = ~.._
r
5 $+�
----._ __.i_ _ 17+00
STA, 9t78.5B CL
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m 1 18`D L1) PB`D L2 1$"D {L3) - - _ - 8657'42`W 6"S ' 1.1%p` Y .ov ;ry S68'S7°42"E 6'S 100.00' SSFm 30a.CKl' -- S I ' 1
IL 5792"E B S 16`4 (L5) -11 F4
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8 � 4; !� M $am 6 _ � 31$ 30 +� @ n Hz :+� �< �I
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28 c� rnza czim L7 N $$'57`92` W 34.75°
n+ I " z r'' I 30° O' LB ^- _ N 86°57'42' W 33.42° ,Nis
LA CRUZ RICK AVENUE HALFWAY ROCK AVENUE L9 N 20°56'13' E 41ANY I a
SEE SHEET 6 SHELTER COVE STREET SEE SHEET 7 L1O N 20.38.23• W
(STA. 10+00.00 C.L. TO 18+90.00 C.L.) RI N 24°58°90` IN 43.39' -
SCALE: 9" = 50' HORIZONTAL L12 N 362544" E 35.57'-..�
INSTALL
7.41 IF
366
368 1 ---
�j o m " W ro z�4
364
'_---
io z ..Tn��MQH
>wu
362 . f, W.
w m m z w art --.Ts C
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��
356
354
aPPROxIM�
352 RA9
sE0j'1
350
INV. I'S
348 j-- --�
346
1...Qa.LAYS
344 - — -
f C SECTION
4 SCALE: 1^ = T.
80' HVORRIZ.
SECTION
4 SCALE:
1" = 50' HORIZ.
CGNF.)
T" = 5' VERT.
INSTALL.
INSTALL
1287 LF
27.88 IF
W 18`
OF 18'
366
368 1 ---
�j o m " W ro z�4
364
'_---
io z ..Tn��MQH
>wu
362 . f, W.
w m m z w art --.Ts C
360 Ham.=- ' w
.o. � J�
m+ Ino O >�
358 n w 3 g'
��
356
354
aPPROxIM�
352 RA9
sE0j'1
350
INV. I'S
348 j-- --�
346
1...Qa.LAYS
344 - — -
f C SECTION
4 SCALE: 1^ = T.
80' HVORRIZ.
350
--1 348
346
344
INSTALL INSTALL
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
(STA. 10+00.00 C.L. TO 18+90.00 O.L.)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
LEGEND:
368
366--
CGNF.)
364
(C AT_A.
362
368
360
366
358 -
364
356
362
354 -
360
352
358
350 -
356
3481
354
346 f-
352
344 —
350
342 —
348
340
346
i
338
344
336 1' -
MH.H
9+00
350
--1 348
346
344
INSTALL INSTALL
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
(STA. 10+00.00 C.L. TO 18+90.00 O.L.)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
LEGEND:
EEGEND
CGNF.)
I FGEND
(C AT_A.
I FG,F,ND (CONT_
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE 'A" PATH 3.5' OPENINGS
R/FL
ABEIR= IADONS
FLDWIJNE
R/W
R@GHS'-UF-WRY
S
CONSTRUCT SEWER PER OR STANDARDS
EXIS7AdG SEWER MANHOLE
PER C.O.B. STD. D -i§ UNLESS OTHERWISE PdOTEO.
2) ALL PIPE EL£YARGNS SHOWN ARE INVERT ELEVATONS. UNLESS
CL/CL
CENTIGIVIE
MH.H
MANHOLE
CONSTRUCT SEWER DANUBE TYPE 'A"
BUSi1NG SEWER CLEANOUT
OTHERWISE NOTED.
ELEV.
ELEVATION
BUT
SEWER MANHOLE
PER GO.N SUL SW -4 AND SW -5,
3) ALI SEWER LATERALS SHAM. BE 4" IN SIZE, UNLESS OTHERWISE
C.O.B.
OTY OF BAKERFIELD
SOWN
STORM DRAIN MANHOLE
''
EXISTING DRAIN MANHOLE
NOTED
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
CONSTRUCT SEWER CLEANCUT
T.O.C.
TOP OF CLEANOUT
OR
GRADE BREAK
PER C.O.B. STD. SW -6.
x-
CEYTERLINE MONUMENT
N!
CON TRU.L'tiSFL/ELEV
ELEVA R
Sj
SIDEWALKCENTERLINE
P/L
PROPERTY LINE
Ili
ETRE HYDRANT
CONSTRUCT StIXNM GRAIN PER CITY STANDARDS
CONSTRUCT PIPE SADDLE PER C,O.B. STD. 0-9 AT LOCATIONS
E.G.
E'XISHNG GROUND
D.W.S.
DESIGN WATER SURFACE
_
- PHASE UNE
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12".
EC/EXIST.
EXISTING
AEG
EX. RIGHT-OF-WAY
0
CONSTRUCT STORM DRAIN MANHOLE TYPE °A"
PER G.O.B. STD. SW -4 & SW -5. ----°'^"°^-^—^^-"'^^°`
TRACT BOUNDARY
2
REMOVE CAP &CONNECT TO EXISTING SEWER. CONTRACTOR TO
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
VERIFY LOCAHCN & INVERT OF EXISTING SEWER PRIOR TO
0
INV.
INVERT
STD.
STANDARD
CONSTRUCT CATCH BASH TYPE *A`
T.O.M 353'
TO' CE MANHOLEBW OF
CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES.
SECTION DESIGNATION:
PER C.O.S. STD. 0-T 4.
CLEANOUT ELEVATION
CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION &
INVERT ELEVATION OF STORM DRAIN STUB PRIOR TO BACKFILL.
SECTON LETTER
---
+ -- --
BUSTING SEVER UNE
/—PIPE SIZE
CONNECT TO STUB WITH THE CONSTRUCTION OF PHASE Z
A
6°S—URUTr.
Know what's el
2
_ - _.-_
--
EASRNG STORM DRAIN ONE
W -WATER
S -SEVER
SHEET SECTOR Is slams
G -GAS
D -DRAIN
SCALE: 1" = 50'
1 Ve re ®u dig
50' 25' O' 50' 100'
}
CITY RECORDS NO:
v 8
W
370
368
366
364
382
360
358
356
354
352
350
348
346
344
342
340
338
336
334
9+00
42
CS
m
m
LA CRUZ ROCK AVENUE
SEE SHEET 6 ..
28
L p
S + 31 32
33
Io34
I 0 i p n 1 p -o i. t
c'r I kt EJ P w 25 !
0 + � � .58 1 � .� j � 23 � :g24 8 i 2C � i 27
SEE+ # x
r++ ;q � pU
R �g
�N
van
S-'+� 8647'60`W S G 4O , a... _1 ...—.. ..._ ..._ .__ _
N88'5742'W 805(!.1) �2 -0 _
_._.
94aj OD 6-S (l3} „ .. Li 16+00.. N88'S747"W 5-17+00 8"S
S6857'42 24 432.00'-� ._ .....- o— ....
__ 12+0O—C - o_..._ 89000°—.._..._-,
FL i �-, «, c` - _., F6+40 ....._V -.gyp .. - -. -._ +- - .:
w �n SBB'BY42'E 24'D _432.40
A
IN
V5 4
�2Q3g 38 37rzz Ai 36
35 22 21 jj 19 �
SIR 98`� 17
p I I IN
FUTURE TRACT 7263
SMUGGLERS COVE STREET
I I I p R 1
(STA. 10+00.00 C.L. TO 18+90.00 G.L.)
SCALE: T' = 50' HORIZONTAL
HALFWAY ROCK AVIENUE
SEE SHEET 7
!' { iD m'
!I I 13^«. 30'9 I
S F.
15
P s •g
w
o n N
a1;o Do I I
S l 16
v PROPOSED EXPANDED SUMP
4$
u cio SEE SHEET B FOR SUMP DETAIL
c"•{i `ny ai
�ma
10+00 11+00 12+00 13+00 14+00 15+07 16+00 17+00 18+00 19+00
(STA. 10+00.00 G.L. TO 18+90.00 C.L.)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5` VERTICAL
370
368
366
364
362
367
358
356
354
352
354
348
346
344
342
340
338
336
334
20+00
FGEND _
P!
. a
LEGEND
�u x •_ z
m
�QON -);._
LEGEND_ --(CONT
40
a
.
0$g
ua +
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE 'R' NTH 3.5' OPENING$
069
;5
s
CONSTRUCT SEWER PER CITY STANDARDS
,_,
EXISTING NAGE
PER C.O.B. STD. 0-14 UNLESS OTHERWISE NOTED.
FL/EL
HALFWAY ROCK AVIENUE
SEE SHEET 7
!' { iD m'
!I I 13^«. 30'9 I
S F.
15
P s •g
w
o n N
a1;o Do I I
S l 16
v PROPOSED EXPANDED SUMP
4$
u cio SEE SHEET B FOR SUMP DETAIL
c"•{i `ny ai
�ma
10+00 11+00 12+00 13+00 14+00 15+07 16+00 17+00 18+00 19+00
(STA. 10+00.00 G.L. TO 18+90.00 C.L.)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5` VERTICAL
370
368
366
364
362
367
358
356
354
352
354
348
346
344
342
340
338
336
334
20+00
FGEND _
LEGEND
'CONT.):
LECEND
�QON -);._
LEGEND_ --(CONT
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE 'R' NTH 3.5' OPENING$
s
CONSTRUCT SEWER PER CITY STANDARDS
,_,
EXISTING NAGE
PER C.O.B. STD. 0-14 UNLESS OTHERWISE NOTED.
FL/EL
FLOMNE
NOW
RIGHT-OF-WAY
-
2) ALL. PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS
CL/C.L.
CENTERUNE
M,H./MH
MANHOLE
CONSTRUCT SEWER MANHOLE TYPE 'A'
.-.
EXISTING SEWER CLEANOUT
OTHERWISE NOTED.
ELEV.
ELEVATION
SMH
SEWER MANHOLE
PER C.O.B. STD. SW -4 AND SW -5.
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS DTHERIMSE
C.O.B.
CITY OF BAKERRU D
SDMH
STORM DRAIN MANHOLE
:::
EXISTING DRAIN MANHOLE
NOTED.
T,O.M,
TOP OF MANHOLE
CB
CATCH BASIN
CONSTRUCT SEWER
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
C'O'a STY' SWO8 T
{i}
CENTEWNE MONUMENT
CONI2UCTIQN
n10,.%
EL/ELEV.
EEEVAnON
S/W
SIDEWALK
- - -—
CENTERUNE
PA
PROPERTY UNE
FH
FIRE HYDRANT -----
---a --------
CONSTRUCT STORM DRAIN PER CITY STANDARDS
<i
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS
E.G.
EXISTING GROUND
D.W.S.
DESIGN WATER SURFACE
...
PHASE UNE
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12".
EX.OEXISL
ROBING
XRW
EX. RIGHT-OF-WAY
CONSTRUCT STORM GRAIN MANHOLE TYPE 'A"
PER C.O.B. STD. SW -4 & SW -5. ---��_--'-'-----'-4^-^^-•
TRACT BOUNDARY
02
REMOVE CAP & CONNECT TO EXISTING SEWER, CONTRACTOR TO
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
LOCATION & INVERT OF EXISTING SEWER PRIOR TO
INV,
INVERT
STD.
STANDARD
-
CONSTRUCT CATCH BASIN TYPE "A`
363.2 -
T�?sem
TOP OF MANHOE%R� OF
CONSTRUCTION & NOntY ENGINEER OF ANY DISCREPANCIES.
SECTION DESIGNATION,
PER
PER C.O.B. STD. D -T4.
CLEANDUT ISEVATION
�
CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION &
l`l
INVERT ELEVATION OF STORM DRAIN STUB PRIOR TO BACKFILL
4ERFR
--
-- - -
--- EXISTING SEWER LINE
f -.--PIPE SIZE
CONNECT TO STUB PATH THE CONSTRUCTION OF PHASE 2.
A
------
-_ EXISTING SHOWORA1N UNE
8`5—:
W -WATER -WATER
5 -SEWER
SHEET WHERE SECOM IS SHOWN
G -GAS
O -DRAIN
SCALE: 1 .o = 50'
50' 25' 0' 50, 100'
"A
366
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
9+00
m
38
li
IJ.3
� t
p•
�1
24`D {L1) ,.
EMORY ISLAND
WAY
I
28
N 09'27°13' E
-
L4
SEE
SHEET 8
L5
N 84`39'4.5' W
31.82'
L8
N 66"27'02" E
33.78'
ryx
�n
I
o
t±
z e
HM
130'
30
iz
it
Z C 4?
�
I
R
2 ,
i4
�+
of
&q
rv.
ji
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30 i
�c
+ t
31
,Y
z X
41
SHELTER
COW STREET
3�
LW
SEE SHEET 4
3
40
R O
ifl i
_8
3Uv
ViJ
I
< 44
It
,
Loa
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nn
51
6
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301 3c:.
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s
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m
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2S9
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11+00
NDi'0218"E
m
38
li
IJ.3
� t
p•
�1
24`D {L1) ,.
..
_
«618
I
28
N 09'27°13' E
-
L4
N 88`57'42' W
33.39'
L5
N 84`39'4.5' W
31.82'
L8
N 66"27'02" E
33.78'
ryx
�n
I
o
t±
z e
HM
yr
!
iz
Z C 4?
�
I
R
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i4
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I
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,Y
SHELTER
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SEE SHEET 4
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3Uv
j
Loa
<n
nn
7a'r 20
6
rjt
301 3c:.
30
SMUGGLERS COW
STREET
SEE SHEET 5
I
I Q I i I rt
ff 75' SFR EASEMENT i
1 PER ENAd MAP
I € I I L ! {rV
3 V
4 5
Q ;Y
tl ci ci
I I R/W Fug i4 4VN$ A re ra+iTS
IF
Si t �, #n
„_..
14a00 N01°02'16"E 27B.U0° SS+OO ... d
FL 9•s (Ls)
I
!_
REARING
19+
«618
I
28
N 09'27°13' E
38.51'
L4
N 88`57'42' W
33.39'
L5
N 84`39'4.5' W
31.82'
L8
N 66"27'02" E
33.78'
ryx
�n
I
23.48'
145.29°
t±
z e
HM
yr
!
Z C 4?
iZ
2 ,
�+
O .V ittli
�^
O 2O
Q
I
3J' 30
SHELTER
COW STREET
SEE SHEET 4
LA CRUZ ROCK AVENUE
(STA. 10+00.00 C.L. TO 15+52.00 CL)
SCALE: 1` - 50' HORIZONTAL
t
I
9
10+00 11+00 12+00 13+00 14+00 15+00
(STA. 10+00.00 C.L. TO 15+52.00 C.L.)
SCALE: 1" u 50' HORIZONTAL
SCALE: I" = 5' VERTICAL.
11111111111M. lill
LINE TABLE
LINE
REARING
DISTANCE
LI
L2 _.
N 01,071E E
N 01'021$' E_.
138.00°
130.00'
L3
N 09'27°13' E
38.51'
L4
N 88`57'42' W
33.39'
L5
N 84`39'4.5' W
31.82'
L8
N 66"27'02" E
33.78'
L7
L9
N 48'O0'3R" W
N O1'b2`f8° E
23.48'
145.29°
mi
43
ii
LANDING COW STREET
SEE SHEET 3
RW "t' 1
R, 12
I I
0 SO' ._ 1
! .
ED
z
u
io
r FL
„
NOIV271
FU
i® -D LIN)
_
'7W
r`
z e
2 ,
PANAMA LANE
SEE OFF -SIM PLANS PER
MONTOSH & ASSOCIATES „=
DATED 8/15/19 TE'
i t
m
0
N
4
a
a I
3 I i
I M1�
i
G, ( I
o �(o
nI ��
Y2+FOO
d�
In SEE I OFFSITE STREET,
IMPROVEMENT
PLANS
m k aU
50 iO
TS ! 3
LANDING COVE STREET PANAMA LANE
SEE SHEET 3 SEE OFF --SITE PLANS PER
MCINTUSUI & ASSOCIATES
DATED 8/15/79
PENROSE POINT WAY
(STA 10+0000 C.L. TO 12+15.00 C.L.)
SCALE 1 = 50' HORIZONTAL
CONTRACTOR POINT
CONNECTION TO EXISTING STORM DRAIN MANHOLE
AND NOTIFY ENGINEER OF ANY DISCREPANCIES
10+00 11+00
(STA. 10+00.00 CL. TO 12+15.00 Cl)
SCALE: 1" - 50' HORIZONTAL
SCALE: i' = 5 VERTICAL
310
368
366
364
362
360
358
356
354
352
350
348
346
12+00 12+50
L'?
L E GF NI% LEGEND (CON -.i: LEGEND, (CONT.);_ LEGEND (CONT.):
AGEREVIABONS NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE 'A' WITH 3.5 OPENINGS
S 0ON58iilCT SEWER PER CITY STANDARDS EX1510NO SEWER MANHOLE PER C.O.B. SID. D-14 UNLESS OTHERMSE NOSED.
FL/F.L. ELOWllNE RTW BGHT-OF-WAY '-'T® -" 2) ALL PIPE ELEVATIONS SHOW ARE INVERT ELEVATIONS, UNLESS
CLfC.L. CENTERNNE M.H./MH MANHOLE CONSTRUCT SEWER MANHOLE TYPE "A' EX1UEN0 SEWER CLEANOUT OTHERWISE NOTEDD,
ELEV. ELEVADON SUN SEWER MANHOLE PER COS. STD. SW -4 AND SW -5 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE
C.O.B. CITY OF BAKERFIEUD SUITE STORM DRAIN MANHOLEEMSTING DRAIN MANHOLE NOTED.
T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT SEWER CLEANOUT L
T.O.C. TOP OF CLEATIOUT GO GRADE BREAK PER C.O.B. SM. SW -6. C9i CENTERLINE MONUMENT
El./FLEW. ELEVATION S/W SIDEWALK CENTFRUN€ CONSTRUCTION NOTES
PA PROPERTY LME EN FIRE HYDRANT ---_ __ _ _ ___..—P __._—.___ CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT PIPE SADDLE PER C.OB. SID. D-9 AT LOCATIONS
C.G. EXISTING GROUND D.W.S. DESIGN WATER SURFACE - - PHASE UNE = ORATIONS OF CROSSING PIPES NTH CLEARANCE LESS THAN 12'.
EX./EMST EXISTING SOW EX. RIGHT-OF-WAY 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A'
C/G CURB & GUTTER CE CITY WATER SERVICE PER G.O.B. STD. SW -4 & SIM -5. »-.-.-°.....-»-.--....--.-.°°-. TRACT BOUNDARY REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO
INV. INVERT STD. STANDARDVERIFY LOCATION & INVERT OF EXISTING SEWER PRIOR TO
CONSTRUCT CATCH BASK TYPE 'A' T.O.M 363.22 TON OF MANHOLE/TOP OF CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES.
SECTION DESIGNATION -PER C.D.B. STD. 0-14. CLEANOUT E1F?ATiCId Q3 CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & 0
INVERT ELEVATION OF STORM DRAIN STUB PRIOR TO BACKFILL.
SETTING RUES EXISTING UNE CONNECT TO STUB WITH THE CONSTRUCTION OF PHASE 2. ,
A - r --HESE SOZE
2 EXISTING STORM DRAIN UNE 9`S—UTILITY:
2
SHUTcncN is €oWN -.- _ G -GRAS D -GAS --€ itO What'$below.
SCALE: 1 = 50' Callbefore youdig.
50' 25' O' 50° 100`
g n
CITY RECORbS NO:
SMUGGLERS COVE STREET SHELTER COVE STREET LANDING COVE STREET
PANAMA LANE SEE SHEET 5 SEE SHEET 4 SEE SHEET 3
2V I
17
a �5� 29 p,®0.
FUTURE Al EX. 8'S PER T}1E if t 5 w 1 R z t w. 7 i;Q o
PANAMA LANE i - -
27
_t.__.___________________________________�_____- _ WIDENING PROJECT ?+ i a j 28
_ (Siff APPROVE m. -
y
UTILITY EXTENSION 1 z �m+ , I 1 o -
m. PUN) _®_ a ' I tt }x = 3.�m SII `;_ 38 A I } '` tf 6
_"`¢ 13 m 1 t�cii v�^zJt �_3 0, + 39 1 4{) �;
'OO 96+DO 17+00 18+00 19+00 iv m I I <? c+ z+, i a
i 1 ..�. __ { -o l- NOO'43°3V _ aerie a + J `%+ 881 S� W I n _ m
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s8vs.l ._-C- t- S 13+00 ( 44+00
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SENEI SEE SHEET ENT PANAMA E �- m� i s z� Ham, .w15 QS �N 13 H W .a� I� 11 `o t -E ii <
RELIANCE DRIVEI m 't �P to 9 2s Q
LINE BEARING DISTANCE t"} I a_; dg g i"""C I I g +-LL° �'ty ""' Nn O v z
N I vca z u� I 4 I K n l ¢ '-sx I rein °mx"ad I zc: ei 2 0 I $ a
(STA. 15+00.00 C.L. TO 19+09.50 C.L.) LI N 01'8x'23" W 41.7x' 3Cf)$a q ++ I m 4 � m m I q Q I-
SCALE: 1" = 50' HORIZONTAL w u 'Ei++ a r ca+ man 1 1 8"$,®
L2 N 0096°31' E 61.40' �}
i4 SEWER EASEMENT + z
L3 N 6THT46' W 31.90° j z ¢ ' "' ; p ..---_ ' m i tz
PSR FINAL NAP a "^' ^-
L4 N 77°16'23' E 37.98' �"' ® 1$ jj ,r 1 12HALFWAY H CK AVENUE
€ i
362
360
358
356
354
352
350
348
346
344
342
340
338
336
15+50
16+00 17+00 18+00
(STA. 15+00.00 C.L. TO 19+09.50 C.L)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1' = 5' VERTICAL
NOTE:CONTRACTOR ■
CONNECTION
DISCREPANCIESNOTIFY ENGINEER OF ANY
i
I ,FGFNDI:
AUPRENIAJITIN.st
FL/CL FLOWLINE R(W RICHT-OF-WAY .
CL/C.L. GERTERUDE M.H./MH MANHOLE
ELEV. ELEVATION READ SEWER MANHOLE
C.O.B. CITY OF BAKERFIR D SDMH STORM DRAIN MANHOLE
L.O.M. TOP OF MANHOLE CB GARISH BASIN
T.O.C. TOP OF CLEANOUT GB GRADE BREAK
ELNELEAV ELEVATION 5/W SIDEWALK
PA PROPERTY LINE FN FIRE HYDRANT ..__...w_... .. _
E.G. EXISTING GROUND D.W.S. GROWN WATER SURFACE
EX./E.XISI. EXISTING XRW EX. RIGHT-OF-WAY
C/G CURB IS GUTTER CWS CITY WATER SERVICE
INV, INVERT STD. STANDARD
SECTOR DESIGNATION,
Sam LETTER
990 BROWN IS NiOMi 2
LEGEND CDN!.):
368
366
364
362
360
356
356
354
352
350
348
346
344
342
340
338
336
334
9+00
(STA. 10+00.00 C.L. TO 18+90.00 C.L.)
SCALE: 1" = 50' HORIZONTAL
—s
CONSTRUCT SM PER CITY STANDARDS
CONSTRUCT SEVER MANHOLE TYPE 'A'
PER COS. SOD, SW -4 AND SW -5.
®
CONSTRUCT SEWER CLEANOUT
..
PER C.0$. STD. SW-&
—U
CONSTRUCT STORM DRAIN PER CITY STANDARDS
_
CONSTRUCT STORM DRAIN MANHOLE TWE "A'
PER C.O.B. STD. SW -4 & SW -5.
.._,
CONSTRUCT CAICH BASIN TYPE 'A'
PER C.O.B. STD. D-14,
CASTING SEWER ONE
EXISTING STORM DRAIN ONE
10+00 11+00 12+00 13+00 14+00 15+00
(STA. 10+00.00 C.L. TO 18+90.00 C.L.)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1' = 5' VERTICAL
LEGEND
CONTA
LEGEND (CON 1.)7
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5° OPENINGS
..
EXISTING SEARS MANHOLE
PER C.0R. SM. D-14 UNLESS OTHER'MSE NOTED.
_
2) ALC. PIPE EL.FVATIONS SHOWED ARE INVERT ELEVATIONS, UNLESS
.._,
EXISTING SE'E'R CLEANOUT
OTHERWISE NOTED.
ALL SEVER LATERALS SHALL BE 4' IN SIZE, UNLESS OTHERWISE
..
EXISTING DRAIN MANHOLE
NOTED.
NOTED.
CLNTE7RUNE MONUMENT
CONSTRUCTION NOTES
CENIRONE
j
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS
PHASE LINE
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12'.
----•------•----•-----
TRACT BOUNDARY
2
REMOVE CAP & CONNECT TO EXISTING SEEft CONTRACTOR TO
2?
VERIFY LOCATION & INVERT OF EXISTING SEWER PRIOR TO
T _M,1_63
TO' OF MANHOLE/TOP OF
CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES.
CLEANOUT ELEVATION
CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION &
INVERT ELEVATION OF 57Y)RM DRAIN STUB PRIOR TO BACKFIEE.
/—PIPE SIZE
CONNECT TO STUB WITH THE CONSTRUCTION OF PHASE 2.
11111111111111111111111111111111111111111111111 -
B'S---U1TuTY:
W -WATER
S -SEWER
G -GAS
D -DRAIN
SCALE 1" = 50'
50' 25' 0` .50' 1U0'
kll
LET =
RELIANCE DRIVE CRUSEEZ S,EET 6 OE
1 z II _ ei og`8 c`�v ur I N B'wcs it i_.
Ja'
10' 25
dm`41 . 10, <.304 8 28
7 AS
RjW
I^I®,
FL
I a .
12+00-44 29
--
'"`-' MAR5742'W 229.95' + { an
I
FL <., Al ISD {L7) t V D( e}
/FUTURE
lRIW
J 4 q7* s"w .
aZ
( o �z M1 N ��• � mi
n m
42 S a3! 79 i 30
t t. I! n
wo
y� von z jl
i3'
SIR
N k
AT Ta" G o
1 1 41
7 W-HYX10' DECB RM RAP __ 1
✓> c -I 342 L _ L_ 1 _ ..- - 342 z a
EX. aun.eT A C , ,k f a rftcPasm 8+00 10+00 11-10011+25 a '4
AP {m BE REMORED� 3 a 2.2% LN
P
�!, / -;' {Ta 0E REMOVED �� I! {} , + ® i- Q GER SEOCK PARATE PLAN (STA. 10+00.00, DRAIN TO 10+46.46, DRAiN} J
ANCE DRtUE ISLAND WA
SCALE: 1" = 50' Ex. CNAIMINK FENCE"1i7 SCALE: 1" 50' HORIZONTAL r w ro a
EMORY i'1 sa` 2s' D' So' too' ( ? .,` { < ,� / - -_ SCALE: 1' = 5' VERTICAL 0 +° 1
�INSTALL tats IF
ST¢L as.5s^ s 3=PasT� b
.Ztn
Ta
:m'P 3& -RCP 0 200% 1 1 LJV�tL\J lVVLJil.i 16 IN
368
$°p 366 366
+ 64 _
IS
SAM364IS
�
b
AIR
Ia FROROCK WNl OSED 362 I---_—� acs x wl 362 ow
fiPROPOSED ACK Wtli 1 oa m .' -/ --_ PER 5EPARAtf PIAN 36D �. �_ s+as acn yxi,.•3yl 360 w
s = J
PER SEPARATE PLAN w G - - - 35 1111 --i F- + P '`fi6� u�i w wF, �' +Immums
_ 58
_ A GRAIN GcL g.
Rfw-.-_--_ _._.-= U -- .��_ 11_11..-.�..�..._. -- - -
_._ . _�mw-� �B DRAIN .L
�1 Ex. 3s D 356 ...- _ _ _.� 3 a.
�`O' {TG RFHIOVED} \.� /�-3Sb {L3} li �� __._�L __.I
N885 4 740W 239.3T , ° - � 35 354 i 1
w — Ay�A/
p ae
T zsse rc D Ws x 352 a' li 352
AtP'O„�yy' DESIGN WATER SURFACE. {Ei.Ey. 352.tYj %. -- _.'. �.
= S.G 352
a5s6F9 350 APPRDx+Gt 7. - ! - i 350
° a` i' Z 34$ + + — — 348+
! NB851'42"W 200.90y',r' ! m
w
u 346 ---r_._ - —1 346
FOR
1 ',` • eV 344 -SUMP: S' From E4V. 344. p _...... 1 INR. DOLE INV. PX. ss'D. j 344 "A '�' o •,`
-
ozR Im
(STA. 10+00.00 C.L TO 12+29.15 Cl.) I kw�a s
SCALE; 1" - SO HORIZONTAL
PROPOSED
S BLOCK WALL a
ern zco aca ccc4a4'R PI SN .CCL .r.
wcs
366
364
362
360
358
356
354
352
350
348
346
344
342
10+50 11+00 12+00
(STA. 10+00.00 Cl. TO 12+29.15 C.L,)
SCALE: i" = 50' HORIZONTAL
SCALE. I" = 5' VERTICAL
370
368
366
364
362
360
358
356
354
352
350
348
346
344
SECTION
\,O SCALE: 1" = 60' HORIZ.
1" = 5' VERT.
rvv
366
364
362
360
358
356
354
352
350
348
346
344
342
13+00
� � a
m � _
v�-
x.:--,.
( , t �� e 1 �• - / PROPOSED CHAIN
L2 t LINK FENCE
' N'p .p W/ REDWOOD SLATS i£ �., • c�-r c�
{FUTURE BLOCK
WALL TO BE
1 « CONSTRUCTED c�T"
VAIN TRACT 7263)
PROPOSED GRAS o FENCE Ex. SUMP
W/ REDWOOD
SLATS HMMON
(FUTURE TBLOCK 2:1 2:1WALL —
CONSTRUCTED s> VOLUME REO'D: 5.07 AC.FT.
WITH TRACT 7263) VOLUME PROVIDED: 6.64 AC.FT.
x 23% D.W.S.: 352.0 g --- -- x
�) BOTTOM ELEV.: 344.0 !
Gs7 Ex
SOW
CSD
, I,. DCG '„ GCB -
.�....-�. t .�. PROVEN
ED PADACCESES
N89"1455E 71XILT ' 1'," N89'S6'3ii'w 104.4#' -' ROAD
Q x
\ -
BLOCK
WNL p 0O'�
SI '
�- DESIGN WATER SURFACE {ECFV3520) I 4
ir
3558 AV
x EASEMENT PER N89°i4'S5"E —MWBOTMM M. SOUND
127.37' -. -_:1 - '� N8859WIN 192.75` , .-' I E SECTION 1
SEPARATE �+ 1 `., h l 1 „,} EASEMENT PER x g SUMP DETAIL - ROUGH GRADING 1
DOCUMENT 1219162489 Nf `" " _.I .: ^'',' DOCUJ y29R&2999 ( •}�'? SCALE T"=10'
�.. cn j
N la 1
.. - 227-2-
(� W ss Ex >RAGT assn
4 1 I
LINE TABU
LINE BEARING DISTANCE
Li
N 011 CIE" E
ISM'
L2
N 08'57`41" W
15.00'
L3
N 0111'22' E
10.18'
L4
N 1850'35' E
15.05'
L5
N 78°01`10" E
105.00'
US
N OP0217" E
51OR
L7
N 2752'29' E
17.20
L8
N 2752'29' E
2x.48'
L9
0.,N 88'57.42',W
_._._73;81*
_._.....
t i
SUMP DETAIL
20% EAasnNc_cx�Nb
SCALE: 1" = 20' Ex SJUNIER BORROW' lSUNP BOTTOM ys
ElAS SACHS ELEY. .OD'
SEC -00N
g f SUMP DETAIL - ROUGH GRADING
SCALE 1'=t0' j
JZ NN
±24'
A FU .,J
ff.1 METAL 7263 IAC rIL
I 6 W .�
y,, 2—:-i EXISP7NG CROUNpir
s
Sump BOTTOM M. SINE
_--
f H \ SECTION
g SUMP DETAIL - ROUGH GRADING
SCALE 1'=10'
LEGEND:
LEGEND (CONT.)
LEGEND
(CONT.;_
LEGEND CONT.)
NOTES:
1) ALL CATCH BASINS ARE TO BE TYPE "A' WITH SO OPENINGS
AEKI$EMA.114NS
")
SEWER
PER C.O.B. STD. 0-14 UNLESS OTHERWISE NOTED.
R/FL.
FLOWUNE
RfW
RIGHT-OF-WAY
� �— --S
CONSTRUCT SEWER PER CITY STANDARDS
EXISTING MANHOLE
2) ALL PIPE ELEVATIONS 940VM ARE INVERT ELEVATIONS, UNLESS
CIfOL
CENTERLINE
M.H./MH
MANHOLE
®
CONSTRUCT SEWER MANNOSE TYPE 'A"
ROOM SEWER CURRENT
OTHERWISE NOTED.
ELER.
ELEVATION
SAM
SEWER MANHOLE
PER Call SID. SW -4 AND SW -5.
3) ALL SEWER LATERALS SHALL BE e IN SIZE, UNLESS OTHERWISE
CAR
CITY OF SAKERFLELD
SDMFI
STORM DRAIN MANHOLE
OOSBNG DRAIN MANHOLE
NOTED.
FOAL
TOP OF MANHOLE
Ca
CATCH BASIN
0
CONSTRUCT SEWER CLEANOUT
CmffRLNE MONUMENT
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
PER C.O.B. STD. SW -8.
rs_,..
CONSTRUCTION
NOTES
EL/ELFV.
ELEVATION
S/W
SIDEWALK
--- -
- CENFERUNE
PA
PROPERTY LINE
FH
FIRE HYDRANT
------sz-----------
CONSTRUCT STORM DRAIN PER CITY STANDARDS
C)7
CONSTRUCT PIPE SADDLE PER C.O.B. STD, 9-9 AT LOCATIONS
E.G.
EXISTING GROUND
OW.S.
DES€GN WATER SURFACE
- .. ..
.. PHASE UNE
LOCATIONS OF GROSSING PIPES WITH CLEARANCE LESS THAN 12".
EX./EXIST.
EXISTING
KEW
IX RIGHT-OF-WAY
0
CONSTRUCT SI7RM DRAIN MANHOLE TYPE'A°REMOVE
--
TRACT BOUNDARY
�2
GAF AS TO EXISTING SEWER. CONTRACTOR TO
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
PER ADS. STD. SW -4 & SW -5. ®®-
-
VERIFY LOCATION & INVERT OF EXISTING CROP PRIOR TO
INV.
INVERT
SID.
STANDARD
`A"
0
OF
CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES,
CONSTRUCT CATCH BASIN TYPE
y.0
CLEANOUT ELEVLAROd
SECTION DESIONATIOICL
PER C.O.& SIU. 0-14.
CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION &
INVERT ELEVATION OF STORM DRAIN STUB PRIOR TO BACKFILL.
^aECTipI LEii£R
-- _—.
EXISTING SEWER UNE....
-PIPE SIZE
CONNECT TO STUN PATH THE CONSTRUCTION OF PHASE 2.
_
A
DANGER STORM DRAW UNE
a's—U'OUTY:
2W
-WATER
S -SEWER
-GAR
D -DRAIN
%*ET SECTION IS MM
CITY
RECORDS NO:.