HomeMy WebLinkAbout1.2-6520 Ph 1 Rec DrawSTANDARD NOTES
SE-WER & STORM
1. GENERAL:
CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND
SUPERVISION NECESSARY TO COMPLETE INSTALLATION. -i- -L_ ACT 7 2 20'
Z. PVC PIPE INSTALLATION:
MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATION D -3034 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 INLINE ON NEW PIPELINES; CUT IN FITTINGS ARE NOT
PERMITTED.
JOINTS: USE ONLY ELASTOMETRIC GASKET JOINTS. THE ASSEMBLY OF JOINTS
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE
PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF
BAKERSFIELD.
INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I, II AND III
EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
3. SYSTEM TESTING:
A PRESSURE TEST AND MANDRELL TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DESIGN MANUAL CHAPTER 1.3 AND
THE RECOMMENDATION OF THE MANUFACTURER.
4. FOR P.V.C. WYE FITTINGS SHALL BE INJECTION MOLDED INLINE FOR ALL LATERAL
CONNECTIONS AND BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL
PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.
5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED.
6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD STANDARD DRAWINGS SW -4, SW -5, AND SECTION 70 -1.02H
OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING
SW -6.
7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY
OF BAKERSFIELD STANDARD DRAWING ST -22 EXCEPT AS NOTED ON PLANS.
8. COMPACTION TESTS WILL BE THE SUBDIVIDER'S RESPONSIBILITY. THE NUMBER
AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
9. 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.
10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -3,
EXCEPT AS NOTED ON PLANS.
11. ALL LATERALS SHALL BE 4" IN DIAMETER, EXCEPT AS NOTED ON PLANS, AND EXTENDED
4' BEYOND R/W LINE.
12. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY
LINE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -1.
13. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION
FOR FLEXIBLE PIPE.
14. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B"
FOR PIPES 48" IN DIAMETER OR LARGER, UNLESS NOTED OTHERWISE.
15. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING
DAYS BEFORE CONSTRUCTION. TELEPHONE 1 -800- 642 -2444.
16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION A 24 HOUR NOTICE TO
THE CITY CONSTRUCTION INSPECTION SECTION IS REWIRED FOR INSPECTION AND
TESTING. TELEPHONE 326 -3049.
17. SEWER LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AT PROPERTY LINE AND
A MINIMUM OF 2.50' DEEP AND 7.00' MAXIMUM AT FLOWLINE.
18. VIDEO INSPECTION:
PRIOR TO FINAL ACCEPTANCE ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT
DESIGNED FOR THE PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING
360', IN ORDER TO VIEW & RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO
INSPECTION SHALL BE WITNESSED BY THE CiTY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL
AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF
ANY PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED
VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH 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 ENGINEER
PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY.
19. 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 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 BUILDING PERMIT.
20. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED WITHIN THE PIPE ZONE FOR ALL PVC SEWER PIPE.
21. REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH RUBBER GASKET JOINTS PER A.S.T.M. C 76 & C 443 .
GENERAL NOTES
1.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
101 1 102
i
103
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
j
I ( 106 ii
107
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
110
111
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
RIGHT-OF-WAY
6" CLEANOUT
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
131 1 32
33
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
S -9
STANDARD DRAINAGE BASIN
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
I
I
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR THE
GROUND
r
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
„III
j
ENGINEER.
REDWOOD STAKE,
2.
NO PIPELINE SHALL BE LAID WITHOUT PRIOR APPROVAL BY THE ENGINEER.
%` 34
** For public utilities , construction
14 GAUGE WIRE
3.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STDS.
4.
ALL STATIONING IS ALONG THE CENTERLINE OF STREET. ALL ELEVATIONS
Bedding Material for -
ARE BASED ON U.S.G.S. DATUM.
40
5.
THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONCE BY
E
;
35
36
THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE
100
OF THE CONTRACTOR.
98
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EAST BERKSHIRE ROAD
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- 1 j 2 1 3 i 4 1 5 6 ' 7 I 8 1 9 � 10 11 W 12 113 j 14 1 15 j 16 17 118 19 � 20 I 21 /
22
MH #31 1 32 RUSHCUTTERS BAY DRIVE IMH #33 MH #34 MH #35
23
1321 1,31 130 1 129 i 128 127 1 126 125 1124 123 1221 121 1 120 ( 119 j 118 117 28 1 27 126 1 25 24\ U- - 1 1
PROPERTY LINE
4'
PLUG
6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS-BUILT" SEWER LATERAL MARKER DETAIL
PLANS UPON COMPLETION OF THE WORK.
7. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN
ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE
FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO
CONSTRUCTION.
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 AND ANY
DAMAGE TO THE STSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED
BEFORE APPROVAL.
SEC. 1.3.2 TESTING
1.3.2.1 MANDREL TEST OF PVC PIPE
FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR TO THE
PLACING OF PERMANENT PAVEMENT, ALL MAINLINE 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 CORRECTING IS
ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY METHOD WILL
NOT DISRUPT ADJACENT PROPERTY.
N.T.S.
MANDREL TABLE
NOMINAL DIAMETER MANDREL DIAMETER
6" 5.47"
8" 7.27"
10" 9.07"
SEE TRACT NO. 6333
OFFSITE SEWER PLANS
FOR LIFT STATION DATA
MiT 1
1 birr 2
II L I
SEWER MANHOLE
101 1 102
i
103
1 11105 104
j
I ( 106 ii
107
I
108 1 109
110
111
112 113 1 114 ( 115 116
SW -6
6" CLEANOUT
29 130
131 1 32
33
TRENCH BACKFILL & COMPACTION
S -9
STANDARD DRAINAGE BASIN
S -10
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=
to 90% relative compaction.
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** For public utilities , construction
CO #4 MH #27 VANCLUSE BAY DRIVE MH #28
0 MH
29' MH #30
6.0' (0.15m)
Bedding Material for -
0
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40
39
38
E
;
35
36
100
199
98
11
97
196
95
94
f�
93
1 92
i 91
90
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89 88 87 86 85
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UNIT
UNIT 3
I T 3
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69
r 70
71
1
! 72
! 73
74
75
76
77
78
79
180 81 1 82 1 83 i 84
i 4
41
1 42
{ 43
1
( 44
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45 1 46
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I i i C6 #2
CB
1
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B #1�
CO #3 MH #23 DARLING POINT DRIVE MH #24
MH #25 MH #26
1
1 »_ 200'
68
67
I
1 66 i 65 64
( 63
I I
C6 #4
62 1 61 1 60 59 158 57 1 56 55 1 54 1 53
CB 43
52 ; 51 j 50 i 49 I
48
i 47
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1 , I
MIT 3
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-J� KEY MAP
SHEET INDEX
SHEET
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).
NOTE
NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION
PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
LEGEND
MH
SEWER MANHOLE
SDMH
STORM DRAIN MANHOLE
CO
CLEANOUT
CB
CATCH BASIN
1. TITLE
2. EAST BERKSHIRE ROAD
MARTELLO WAY
3. RUSHCUTTERS BAY DRIVE
4. VANCLUSE BAY DRIVE
5. DARLING POINT DRIVE
6. CASTLECRAG DRIVE
MARVIN STREET
CITY OF BAKERSFIELD
STANDARD DRAWINGS APPLICABLE
FOR THIS PROJECT ARE:
STD. NO.
DESCRIPTION
WIDTH
SW -1
SEWER LATERAL MARKER
SW -3
PAVEMENT PATCHES
SW -4
MANHOLE TYPE "A"
SW -5
FRAMES & COVERS
SW -6
6" CLEANOUT
SW -7
HOUSE CONNECTION
ST -22
TRENCH BACKFILL & COMPACTION
S -9
STANDARD DRAINAGE BASIN
S -10
STANDARD CHAiN LINK FENCE
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EAST BERKSHIRE ROAD
TRACT z
7226, o
HOSKING AVENUE
VICINITY MAP
N.T.S.
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Pavement
Backfill compacted to 95% relative
compaction in roadway areas from 3.0'
WIDTH
(0.9m) beyond back of curb, excluding
TAMPING
all but the outer 1.0' (0.3m) of the
I�I
median areas, and in alleys, within
OR SLURRY
the existing, accepted roadway
1.0(0.3m) wider
improvements.
Backfill compacted to 909. relative
in
c
compaction all other areas.
o
6.0" (0.15m) wider
III �IQ
both sides
both sides
Backfill in pipe zone compacted
HOSKING AVENUE
VICINITY MAP
N.T.S.
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Pavement
Backfill compacted to 95% relative
compaction in roadway areas from 3.0'
WIDTH
(0.9m) beyond back of curb, excluding
TAMPING
all but the outer 1.0' (0.3m) of the
I�I
median areas, and in alleys, within
OR SLURRY
the existing, accepted roadway
1.0(0.3m) wider
improvements.
Backfill compacted to 909. relative
in
c
compaction all other areas.
o
6.0" (0.15m) wider
III �IQ
both sides
both sides
Backfill in pipe zone compacted
=
to 90% relative compaction.
sm Tie
Backfill material within the pipe
„III
zone to conform to notes 1, 2
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and J.
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** For public utilities , construction
requirements as per the Public
Utilities Commission General Orders
6.0' (0.15m)
Bedding Material for -
flexible Pipe per
ASTM D 2321 as
NOTES
1. Backfill for Rigid Pipe.
Backfill material within the pipe zone shall be bee of
deleterious material and shall hove a Sand Equivalent of not
less than 20 and shall conform to the following grading:
Sieve Size Percentage passing
314' (20mm) 100
No. 4 35 -100
No. 30 20 -100
This backn1l material shall be placed in not to exceed one
foot (1.0' loose)(O..Trn) layers, simultaneously on each side of the
pipe in such a manner as not to damage or disturb the pipe on
its alignment and grade. Each layer shall be thoroughly comp-
acted by mechanical tamping. Backfill material shall be
properly compacted to springline prior to proceeding.
2 Backfill for flexible pipe.
Pipe and fittings shall be installed in accordance with the
current ASTM specification D -2321. Only Class 1 and ll
embedment materials within the pipe zone will be considered
suitable. IYithin the pipe zone, water flooding and jetting shall
not be used for bocklil compaction for flexible pipe. The
bedding and haunching shall be hand placed to the Spring line
of the pipe and properly compacted. For sewer mains, Gass I
bedding is required for bedding and haunching. Care shall be
taken not to dislocate the pipe. The remaining bockMl in the
pipe zone shall be hand placed and compacted in lifts not to
exceed 6.0'(0.15m) thickness. Backfill material shall be
properly compacted to springline prior to proceeding.
.1 Backfill motedgl above the pipe zone shall be free
of deleterious material and lumps or stones exceeding
4.0' (75mm) in greatest dimension and shall be
placed in not to exceed one foot (1.0' loose) (0.3m)
layers and each layer shall be thoroughly compacted
by mechanical tamping.
Finish Grade
* Depth varies depen,
street's Troffic index (i.,
Table B' below
*Str e t TABLE B'
II� TRAFFIC INDEX DEPTH
3.0 - 5.0 1.2' (0.3m)
5.5- 6.5 1.5' (0.45m)
70- 8.0 2.0' (0.6m)
8.5 OR MORE 2.5' (0.75m,
Backfill compacted to 909'
III relative compaction
Sm Tile A / Upper limit of pipe zone shall be 1.0' (0.3m)
III above top of pipe bell or the outside diameter
of plain end pipe.
Hounching
Pipe or conduit
4. Testing of bockfill materials shall be in accordance with the
tests listed in Section 6 -3.01 of the Standard Specifications,
(or ASTM D1557, Method C) for trench width greater than 1.0' (0.3m).
If trench width is less than 1.0' (0.3m), bcckh7l with 2 sock slurry.
5. Compaction tests will be required and shall be the respons-
ibility of the Developer / Subdivider / Contractor. The number
and location of the tests shall be determined by the City
Engineer. The tests shall be in accordance with the tests
listed in Section 6 -301 of the Standard Specifications, (or
ASTM D1557, Method T).
6. Each layer of bOckMl material shall meet the compaction,
sand equivalent and gradation requirements before the next
/Oyer is placed.
7 For pavement patches within paved areas, see standard
drawing ST-12 in this design manual.
TABLE °A"
The followin g shall apply for trench widths:
PIPE
WIDTH
IN GREATEST
TAMPING
CLASS I BEDDING
DIMENSION
OR SLURRY
1.0 (0.3m) or less
1.0(0.3m) wider
4.0" (75mm) wider
both sides
both sides
1.0'(0. Jm ) up
1.0 (0.3m) wider
6.0" (0.15m) wider
to 2.0' .6m
both sides
both sides
r2o'(0.6m) or more
1.5(0.45m) wider
1.0(0.3m) wider
both sides
both sides
APPROVED
FILENAME, ST -13RE'�
STANDARD D
DATE
DRAVN 1
CHECKED
SCALE M
SHEET NM
CRY OF BAKERSFIELD S
PUBLIC WORKS DIRECTOR: NICK - FIDDLER R.C.E. 61069 DATE
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR _- f'✓�� -`-�
ENGINEER'S STATEMENT
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
0,0FESS1 , REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS.
DEt�q� yc, ANY ERRORS, , ,
OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES STANDARDS OR
DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
No. 17564 SO SUC� CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
JAM S K. DELMARTER R.C.E. 17564 DATE
STORM DRAIN SEWER
ESTIMATED QUANTITIES ESTIMATED QUANTITIES
UNIT 1 UNIT 2 UNIT 3 UNIT 1 UNIT 2 UNIT 3
18" R.C.P. STORM DRAIN - -- - -- 301 LF SEWER MANHOLE_= 8 EA 4 EA 4 EA
24" R.C.P. STORM DRAIN - -- - -- 96 LF CLEANOUT - -- 1 EA 1 EA
CATCH BASIN - -- 5 EA 10" SEWER MAIN 1276 LF - -- - --
8" SEWER MAIN 982 LF 1076 LF 1076 LF
6" SEWER MAIN 487 LF 356 LF 429 LF
4" SEWER LATERAL 1598 LF 1598 LF 1502 LF
BENCH MARK USED
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION
OF UNION AVENUE & PANAMA LANE PER C.O.B. TR, 5809
ELEV. = 361.36
BENCH MARK SET
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION
OF UNION AVENUE & BERKSHIRE ROAD
ELEV. = 358.17
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
BENCH MARK SET
CHISELED SQUARE TOP CURB W. SIDE UNION
200' SO. OF C/L BANNOCK STREET
ELEV. = 356.33
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
✓P,4 lAeeer C
_ 3-
TRACT N®. "7226 AssA _ ==_
SANITATION===
R &STORM DRAIN PLANS CIVIL HYORA���s_ EXHIBIT "E"
STRUCTURAL_
ENGINEERS FOUNOnmoNS - =...
Revised
- 01 -12 Date By NO, 14090
J.K.D. =:LAND PLANNING: SURVEYORS
:LAND LEVELING: PROPERTY UNE. +51'IEET 1 6
1S(ON -..SUBDIVISION: _b..............
NG:
DRAWING RLE. TAYLOR
BENCH MARK USED
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION
OF UNION AVENUE & PANAMA LANE PER C.O.B. TR, 5809
ELEV. = 361.36
BENCH MARK SET
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION
OF UNION AVENUE & BERKSHIRE ROAD
ELEV. = 358.17
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
BENCH MARK SET
CHISELED SQUARE TOP CURB W. SIDE UNION
200' SO. OF C/L BANNOCK STREET
ELEV. = 356.33
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
✓P,4 lAeeer C
_ 3-
TRACT N®. "7226 AssA _ ==_
SANITATION===
R &STORM DRAIN PLANS CIVIL HYORA���s_ EXHIBIT "E"
STRUCTURAL_
ENGINEERS FOUNOnmoNS - =...
Revised
- 01 -12 Date By NO, 14090
J.K.D. =:LAND PLANNING: SURVEYORS
:LAND LEVELING: PROPERTY UNE. +51'IEET 1 6
1S(ON -..SUBDIVISION: _b..............
NG:
DRAWING RLE. TAYLOR
EXIST 10" PVC
PER 7R. 6333
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TRACT NO.
7226
DRAWN BY : J.K.D. DATE : 8 -01 -12
DELMARTER & ASSOC
BY: u
R.C. 17564
JAMES K. DELMARTER DATE: ` / I !y ` 2
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3.3.6
EXHIBIT "E'' - SEWER & STORM DRAIN PLANS & PROFILES
a Tan SHEET 2
CIVIL S'm �" OF 6
EAST BERKSHIRE ROAD ENGINEERS
MARTELLO WAY DELMARTER & ASSOC.
L2019 WESTVA DRIVE STE. 'C' BAKERSFlED. CA. 93301
PHONE 327 -1486 FAX 327 -1452
^PUww "c SURVEYORS
JOB NO. 14090
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OF CAl -x
TRACT NO.
7226
DRAWN BY : J.K.D. DATE : 8 -01 -12
DELMARTER & ASSOC
BY: u
R.C. 17564
JAMES K. DELMARTER DATE: ` / I !y ` 2
J� 7
356... -1
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1
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3.3.6
EXHIBIT "E'' - SEWER & STORM DRAIN PLANS & PROFILES
a Tan SHEET 2
CIVIL S'm �" OF 6
EAST BERKSHIRE ROAD ENGINEERS
MARTELLO WAY DELMARTER & ASSOC.
L2019 WESTVA DRIVE STE. 'C' BAKERSFlED. CA. 93301
PHONE 327 -1486 FAX 327 -1452
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JOB NO. 14090
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F OF CAFE
TRACT NO. 7226
EXHIBIT "E — SEWER & STORM DRAIN PLANS & PROFILES
SHEET 3 DRAWN BY J.K.D. DATE 8 -01 -12 7
CIVIL H WAU CS fi tS7RUCTURAL RUSHCUTTERS BAY DRIVE ENGINEERS
D
TER & ASSOC DELMARTER & ASSOC.
2019 WESTWND DRIVE STE. 'C° BAIffRSI-TELD. CA. 93301
BY: PHONE 327 -1486 FAX 327 -1452
JAMES K. DELMARTER LAND PLANNING SURVEYOR
R.C.E.: fi4 / LEVELIN
DATE: � �` � ��� UN
RAFnNG: JOB NO. 14090
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INSTALL 330.01 LF OF 6' PVC SEWER MAIN
TRACT NO. 7226
DRAWN BY : J.K.D. DATE : 8 -01 -12
DELMARTER & ASSO
BY:
R.C.E.: GL
JAMES K. DELMARTER
7564 /
DATE: l 114, _V a
.. 1... ... 346.....�
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EXHIBIT "E — SEWER & STORM DRAIN PLANS & PROFILES
S°I SHEET 5
aNlran
CIVIL SrORCUUCS OF 6
ENGINEERS
DARLING POINT DRIVE DELMARTER & ASSOC.
2019 WESTVAND DRIVE STE. 'C' BAKERSFIELD. CA. 93301
PHONE 327 -1486 FAX 327 -1452
JOB NO. 14090
NOTE: ALL CATCH BASIN CURB FLOWLINES
ARE LOCATED 20' FROM CA STREET
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STORM DRAIN PIPE LENGTHS ARE TO
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FOR INFORMATION ONLY. ENTIRE: SEWER
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............... . ... ...:.........................:. ........................INSTALL • 138.28 tF OF--1W' RCP -STORM DRAIN ...... I ...... ........... I ......... .....:.........................
TRACT NO. 7226
......................................................... ............................... . ............................... �........ 3.48.........
3 2 ?-�,f EXHIBIT „E01 _ SEWER & STORM DRAIN PLANS & PROFILES
= says: =_ SHEET s
SANITATION_' •-
o DRAWN BY: J.K.D. DATE 8 -01 -12 �y�RAUUCSt� OF 6
QgOFESS/ Nq CIVIL .sliiu A►i �__.
CASTLECRAG DRIVE ENGINEERS r"onax-
ELMARTER & ASSOC DELMARTER & ASSOC.
rn MARVIN STREET
w� No. 17564 a 2019 BIESTWIND DRIVE STE. "C" BAKERSFIELD, CA. 93301
* * BY: PHONE 327 -1486 FAX 327 -1452
JAMES K. DELMARTER SURVEYORS
C/VIV R. .E.: 7564 j ='iArio:vEUNc
qTF OF CA1 -\FO� / i!/ / 'PROPFJ2IY LINE:
DATE: l V �"L s_u_e�iv�s�ori
DRAFTING JOB NO. 14090