HomeMy WebLinkAbout1.2-6369 Ph 1 & 2 Record DrawingSEWER NOTES
1. GENERAL:
CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND
SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
2. PVC PIPE INSTALLATION:
MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATION D 3034 FOR SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE
CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH THE
ASTM SPECIFICATION D 2321. ONLY CLASS I, II AND III EMBEDMENT MATERIALS WILL BE
CONSIDERED SUITABLE.
3. FOR P.V.C. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED
FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES
AND A MAXIMUM OF 45 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH
THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL
SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED).
4. SYSTEM TESTING:
INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER
AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED
FOR THE TEST AND INSPECTION.
5. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD DRAWINGS S-7 AND S-8 AND SECTION 70-1.02H AND 71-1.07 OF THE
STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION, LATEST EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20.
6. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD STANDARD DRAWING ST -22.
7. ALL SEWER LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND
EXTENDED A MINIMUM OF 4' BEYOND PROPERTY LINE.
8. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PER CITY OF
BAKERSFIELD STANDARD DRAWING SW -1.
9. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR
FLEXIBLE PIPE.
10. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS
BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. AND ARRANGE FOR FIELD
LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES.
11. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION A 24 HOUR NOTICE TO THE
CITY CONSTRUCTION INSPECTION SECTION IS REQUIRED FOR INSPECTION AND TESTING.
TELEPHONE 326-3049.
12. ALL LATERALS SHALL BE A MINIMUM OF 2.50' DEEP AND A MAXIMUM OF 7.0' DEEP AT
PROPERTY LINE AND SHALL HAVE 2.50' MINIMUM COVER AT CUTTER FLOWLINE, EXCEPT
AS NOTED OTHERWISE ON PLANS.
13. 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.
14. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED WITHIN THE PIPE ZONE FOR ALL PVC
SEWER PIPE.
15. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE
PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE
SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING 1 FOOT ABOVE SEWER MAIN
TO RIGHT-OF-WAY LINE.
SEC. 1.3.1 CLEANING
PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE CONTRACTOR
SHALL CLEAN ALL LINES WITH A WAYNE-TYPE SEWER CLEANING BALL UNDER
HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN MATTER SHALL BE
REMOVED FROM THE LINES. ALL CLEANING AND TESTING OF SEWER LINES SHALL TAKE
PLACE AFTER ALL CONSTRUCTION WORK IS COMPLETED UP TO BUT NOT INCLUDING
FINAL PAVING AND ANY DAMAGE TO THE SYSTEM DURING FINAL PAVING AND CLEANUP
WILL BE CORRECTED BEFORE APPROVAL.
SEC. 1.3.2 TESTING
1.3.2.1 MANDREL TEST OF 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.
MANDREL TABLE
NOMINAL DIAMETER MANDREL DIAMETER
6" 5.47"
8" 7.27"
10" 9.07"
1.3.2.2 PRESSURE TEST
PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR LEAKAGE BY
STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST. TESTING OF THE SEWER LINE
SHALL BE CONDUCTED FROM MANHOLE TO MANHOLE IN ACCORDANCE WITH THE
UNIFORM PLUMBING CODE AIR TEST METHOD (UPC SEC. 318-b(4) 1985 EDITION OR
LATER EQUIVALENT).
SEWER & STORM DRAIN IMPROVEMENT PLANS
TRACT 6369 PHASES 1 & 2
CITY OF BAKERSFIELD
KERN COUNTY - CALIFORNIA
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS
DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY.
2. 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.
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED
BY THE CITY ENGINEER.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
6. NO PIPELINE SHALL BE LAID WITHOUT PRIOR APPROVAL BY THE ENGINEER.
7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (805)326-3049.
8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STDS.
9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN
IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND
PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT)
1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR
EXCAVATION.
10. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE
PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE
DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A
CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT.
11. ALL STATIONING IS ALONG THE CENTERLINE OF STREET. ALL ELEVATIONS ARE
BASED ON U.S.G.S. DATUM.
12. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONCE BY THE
OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE
CONTRACTOR.
13. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS -BUILT" PLANS UPON
COMPLETION OF THE WORK.
14. COMPACTION TESTS WILL BE THE SUBDIVIDER'S RESPONSIBILITY. THE NUMBER AND
LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
15. 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.
16. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL
BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD
DRAWING ST -6.
17. ALL STORM DRAIN PIPE SHALL BE CLASS III WITH RUBBER GASKET JOINTS PER
A.S.T.M. C 76 & C 443. UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
18. CATCH BASINS TO BE TYPE 'A' PER CITY OF BAKERSFIELD STD DETAIL D-14.
19. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER
LINES THAT THE NEW SYSTEM TIES INTO. ANY DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS CAN BE
MADE TO THE PLANS.
20. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING
TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO
MANHOLE.
SEWER
RICKI JEANNE
STORM
DRAIN
83
ESTIMATED
QUANTITIES
ESTIMATED
QUANTITIES
71
PHASE 1
PHASE 2
74
PHASE 1
PHASE -2
SEWER MANHOLE
15 EA
6 EA
STORM DRAIN MANHOLE
7 EA
6 EA
CLEANOUT
5 EA
1 EA
18" R.C.P. STORM DRAIN
491 LF
118 LF
8"SEWER MAIN
2484 LF
2402 LF
24" R.C.P. STORM DRAIN
287 LF
- -
6" SEWER MAIN
662 LF
- -
30" R.C.P. STORM DRAIN
389 LF
1180 LF
4" SEWER LATERAL
3568 LF
2666 LF
OUTLET STRUCTURE
- -
1 EA
L18LE _
BELL OR THE OUTSIDE DIAMETER
-
AND 3. s'
CATCH BASIN
6 EA
6 EA
r
91 s3m 18 1
90 2
89 0 3
N
88 w
4
Z
87 co 5
SS
86
SSMH#16
85
84
67
68 69
SSMH#11
IRRIGATION PIPE (E)MH
McKEE ROAD CB#12 i
X -X -X XXX -X -X-X- X X -X -X I(E)MH
9 10 11 18 19 26 27
8 MH11 i2 17SM 20 20 25 28 I
SS H#2
7 13 16 Q 21 24 W 29
g U 14 15 22 23 ~
CB# CB 10 B# 11 U X30 x,
SSMH 14 U
SS1IHf15 - SSMH#13 SSMH#1
Hill 31
I38 37 36 35 34 33 32
n I 39 40 41 42 4,1 44 1 45 1 46 47Y
SSMHJ9__
6665
J64 63 62 60 59 58 57 I 56 55 54 53 5� 51 50 49 48
43 44 45 PHNE 2 CB#6
4647 48 49 50 51 52 53 54 55 56 5;' S8 59 60 61
CB#5
SM 116 MERCEDES DR SSMH#5 SSMH#4
RICKI JEANNE
AVE
r
83
82 81 80
79 78
77
70
71
72
73
74
75
76
STD. N0.
DESCRIPTION °
I
- IRRIGATION PIPE
SW-1
SEVf--R LATERAL MARKER
B -
SSMH#10
SW -3
TARA LEIGH DR
Hill 31
I38 37 36 35 34 33 32
n I 39 40 41 42 4,1 44 1 45 1 46 47Y
SSMHJ9__
6665
J64 63 62 60 59 58 57 I 56 55 54 53 5� 51 50 49 48
43 44 45 PHNE 2 CB#6
4647 48 49 50 51 52 53 54 55 56 5;' S8 59 60 61
CB#5
SM 116 MERCEDES DR SSMH#5 SSMH#4
ST NECREEK
BRISBANE
_c�
LJ
C�
_L KIMMIE
R 4,kCHELLE
C�
O
Q
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30° EMERSON
42 41
40 39 38 37 36 35 34 33 32 31 30 T66 65 64 63 62
CB
�`~ 20 21 22 23 24 25 26 27 28 29 J 69 70 71 72 73 74 75
LU_/jE \_ 1
93 ��- SSMH#1 KARRIE LYNN DR
SSMHItE SSMH 2 (E)MH
e#
LEGEND
19 18 17 16 15 a 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Lu SSMH SEWER MANHOLE
SDMH STORM DRAIN MANHOLE
KEY MAP CB CATCH BASIN
PROPOSED SUMP PER SHEET 2•
NOTE: NOTE: PHASE 1 TO BE CONSTRUCTED
PRIOR TO OR CONCURRENT WITH
ALL IMPROVEMENTS SHALL BE CONSTRUCTED PHASE 2
APPROVED BY AS A PART OF PHASE 1.
____ BENCH MARK USED
PUBLIC WCRKS DIRECTOR: RAUL M. ROJAS R.C.E. 39880 EXP. 12-31-07 DATE
TOP CONCRETE MONUMENT AT C/L INTERSECTION
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR McKEE ROAD & MINARET MEADOWS STREET PER TR
_� _ -- - 6124.
ELEV. = 349.83 U.S.G.S. & C.O.B.
ENGINEER'S STATEMENT BENCH MARK SET
CHISELED TOP OF CURB WEST END Nlf RETURN
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION McKEE ROAD AND HUGHES LANE.
AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD
ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT ELEV. = 351.62 U.S.G.S. & C.O.B.
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
% DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH
CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
. 0 ------------------------1a��
ES K. DELMARTER R.C.E. 17564 EXP. 06-30-07 DATE
RIGHT-OF-WAY
GROUND—,.,
REDWOOD STAKE -
14 GAUGE WIRE
PROPERTY LINE
4'
PLUG
SEWER LATERAL MARKER DETAIL
PER STD SW -1 NO SCALE
pm OL gm%ft mmft iA;04,`f1j �m ii i �l
I •I
McKEE ROAD I _1A MC KEE
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1
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99
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2
C�
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TAFT HIGHWAY I
z
Q
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\ACINITY MAP
NOT TO SCALE
PAVEMENT-, I
�Ilwncx �
(E)MH
r
W
Z
DIMENSION
w
TSTANDARD HIS PROJECTA
W
NORTH
2
1" _ . 200'
SIDES
2.
(E)MH
STD. N0.
DESCRIPTION °
I
- IRRIGATION PIPE
ST NECREEK
BRISBANE
_c�
LJ
C�
_L KIMMIE
R 4,kCHELLE
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O
Q
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J m Q
30° EMERSON
42 41
40 39 38 37 36 35 34 33 32 31 30 T66 65 64 63 62
CB
�`~ 20 21 22 23 24 25 26 27 28 29 J 69 70 71 72 73 74 75
LU_/jE \_ 1
93 ��- SSMH#1 KARRIE LYNN DR
SSMHItE SSMH 2 (E)MH
e#
LEGEND
19 18 17 16 15 a 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Lu SSMH SEWER MANHOLE
SDMH STORM DRAIN MANHOLE
KEY MAP CB CATCH BASIN
PROPOSED SUMP PER SHEET 2•
NOTE: NOTE: PHASE 1 TO BE CONSTRUCTED
PRIOR TO OR CONCURRENT WITH
ALL IMPROVEMENTS SHALL BE CONSTRUCTED PHASE 2
APPROVED BY AS A PART OF PHASE 1.
____ BENCH MARK USED
PUBLIC WCRKS DIRECTOR: RAUL M. ROJAS R.C.E. 39880 EXP. 12-31-07 DATE
TOP CONCRETE MONUMENT AT C/L INTERSECTION
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR McKEE ROAD & MINARET MEADOWS STREET PER TR
_� _ -- - 6124.
ELEV. = 349.83 U.S.G.S. & C.O.B.
ENGINEER'S STATEMENT BENCH MARK SET
CHISELED TOP OF CURB WEST END Nlf RETURN
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION McKEE ROAD AND HUGHES LANE.
AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD
ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT ELEV. = 351.62 U.S.G.S. & C.O.B.
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
% DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH
CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
. 0 ------------------------1a��
ES K. DELMARTER R.C.E. 17564 EXP. 06-30-07 DATE
RIGHT-OF-WAY
GROUND—,.,
REDWOOD STAKE -
14 GAUGE WIRE
PROPERTY LINE
4'
PLUG
SEWER LATERAL MARKER DETAIL
PER STD SW -1 NO SCALE
pm OL gm%ft mmft iA;04,`f1j �m ii i �l
I •I
McKEE ROAD I _1A MC KEE
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1
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TAFT HIGHWAY I
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W
\ACINITY MAP
NOT TO SCALE
PAVEMENT-, I
FINISH GRADE
CITY OF BAKERSFIELD (C.O.B.) .
SHEET INDEX
APPLICABLE FOR
DIMENSION
w
TSTANDARD HIS PROJECTA
RE:�S
1.
TITLE
SIDES
2.
KARRIE LYNN DRIVE
STD. N0.
DESCRIPTION °
3.
IMELDASTREET
SW-1
SEVf--R LATERAL MARKER
4.
5.
MERCE
MERCEDES
DES DRIVE
ANDRA LISA STREET
SW -3
PAVEMENT PATCHES
6.
TARO LEIGH DRIVE
SW -4
MAPJHOLE TYPE "A"
7.
RICKI JEANNE AVENUE
SW -5
FRAMES &COVERS
8.
BENITEZ DRIVE & DANICA COURT
SW -6
6" CLEANOUT
9.
CLAUDIA COURT & STEVIE COURT
SW -7
HOUSE CONNECTION
'
ZONE TO CONFORM TO NOTES 1,2
ST -22
TRENCH BACKFILL .& COMPACTION
ST NECREEK
BRISBANE
_c�
LJ
C�
_L KIMMIE
R 4,kCHELLE
C�
O
Q
O J w
J m Q
30° EMERSON
42 41
40 39 38 37 36 35 34 33 32 31 30 T66 65 64 63 62
CB
�`~ 20 21 22 23 24 25 26 27 28 29 J 69 70 71 72 73 74 75
LU_/jE \_ 1
93 ��- SSMH#1 KARRIE LYNN DR
SSMHItE SSMH 2 (E)MH
e#
LEGEND
19 18 17 16 15 a 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Lu SSMH SEWER MANHOLE
SDMH STORM DRAIN MANHOLE
KEY MAP CB CATCH BASIN
PROPOSED SUMP PER SHEET 2•
NOTE: NOTE: PHASE 1 TO BE CONSTRUCTED
PRIOR TO OR CONCURRENT WITH
ALL IMPROVEMENTS SHALL BE CONSTRUCTED PHASE 2
APPROVED BY AS A PART OF PHASE 1.
____ BENCH MARK USED
PUBLIC WCRKS DIRECTOR: RAUL M. ROJAS R.C.E. 39880 EXP. 12-31-07 DATE
TOP CONCRETE MONUMENT AT C/L INTERSECTION
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR McKEE ROAD & MINARET MEADOWS STREET PER TR
_� _ -- - 6124.
ELEV. = 349.83 U.S.G.S. & C.O.B.
ENGINEER'S STATEMENT BENCH MARK SET
CHISELED TOP OF CURB WEST END Nlf RETURN
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION McKEE ROAD AND HUGHES LANE.
AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD
ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT ELEV. = 351.62 U.S.G.S. & C.O.B.
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
% DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH
CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
. 0 ------------------------1a��
ES K. DELMARTER R.C.E. 17564 EXP. 06-30-07 DATE
RIGHT-OF-WAY
GROUND—,.,
REDWOOD STAKE -
14 GAUGE WIRE
PROPERTY LINE
4'
PLUG
SEWER LATERAL MARKER DETAIL
PER STD SW -1 NO SCALE
pm OL gm%ft mmft iA;04,`f1j �m ii i �l
I •I
McKEE ROAD I _1A MC KEE
�I
1
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99
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2
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TAFT HIGHWAY I
z
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\ACINITY MAP
NOT TO SCALE
PAVEMENT-, I
FINISH GRADE
_
IN GREATEST
N
BACKFILL COMPACTED TO 95 X RELATIVE
DIMENSION
w
COMPACTION IN ROADWAY AREAS FROM
1.0'(0.3M) OR LES
a
3.0' (0.9M) BEYOND BACK OF CURB,
SIDES
EXCLUDING ALL BUT THE OUTER 1.0' Ili
) UP((BOTH))
T 12.03M0.6M
(0.3M) OF THE MEDIAN AREAS, AND IN
SIDES
6.0"
W
ALLEYS, VATHIN THE EXISTING, ACCEPTED
EIOTHMSIDESEF
0'(0.614) OR Mat
5'(0.45M) WIDE
ROADWAY
_
', 60TH SIDES
I BOTH SIDES
IMPROVEMENTS:
COMPACTED TO 90% z
I
BACKFILL
RELATIVE COMPACTION IN ALL=: a z I
- BACKFILL COMPAC T.D TO 90%
OTHER AREAS.
N - PIPE
RELATIVE COMPAC"ION
BACKFILL IN PIPE ZONE COMPACTED =
O.D.
= UPPER LIMIT OF PIPE ZONE SHALL
TO 90% RELATIVE COMPACTION.
BACKFILL MATERIAL WITHIN THE PIPE
w`
z
I
'A-
SEE
-A'
BE 1.0' (0.3M) ABOVE TOP OF PIPE
ZONE TO CONFORM TO NOTES 1,2
0
TAEILE i
L18LE _
BELL OR THE OUTSIDE DIAMETER
-
AND 3. s'
w �
OF,' PLAIN END PIPE.
j
�► FOR PUBLIC UTILITIES
o
a ;
:-
-
HAUNCHING
CONSTRUCTION REQUIREMENTS
=
t
_ _! s DEPTH VARIES DEPENDING ON
AS PER THE PUBLIC UTILITIES
THE STREET'S TRAFFIC' INDEX
COMMISSION GENERAL ORDERS
'PIPE OR (T.I.). SEE TABLE "B' BELOW
CONDUIT
6.0- (0.15M) BEDDING MATERIAL FOR
TABLE "B"
FLEXIBLE PIPE AS PER ASTM D 2321
TRAFFIC INDEX DEPTH
NOTES:
3.0 - 5.0 1.2' O.:SM)
1. BACKFILL FOR RIGID PIPE. BACKFILL MATERIAL WITHIN
5.5 - 6.5 1.5' (0.45M)
THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIAL
7.0 - 8.0 :!.0' (O.FM)
AND SHALL HAVE A SAND EQUIVALENT OF NOT LESS THAN
8.5 OR MORE 2.5' (0.75M)
20 AND SHALL CONFORM TO THE FOLLOWING GRADING:
SIEVE SIZE PERCENTAGE PASSING
4. TESTING OF BACKFILL MATERIALS SHALL BE IN
3/4- (20MM) 100
ACCORDANCE WITH THE TESTS LISTED IN SECTION
NO. 4 35-100
6-3.01 OF THE STANDARD SPECIFICATIONS, (OR
NO. 30 20-100
ASTM D1557, METHOD -C-) FOR TRENCH NADIR
THIS BACKFILL MATERIAL SHALL BE PLACED IN NOT
GREATER THAN .1.0' (0.3M). IF TRENCH WIDTH IS
TO EXCEED ONE FOOT (1.0' LOOSE)(0.3M) LAYERS,
LESS THAN 1.0' (0.3M), BACKFILL NTH 2 SACK
SIMULTANEOUSLY ON EACH SIDE OF THE PIPE IN SUCH
SLURRY.
A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE
ON ITS ALIGNMENT AND GRADE. EACH LAYER SHALL
5. COMPACTION TESTS WALL BE REQUIRED AND
BE THOROUGHLY COMPACTED BY MECHANICAL
SHALL BE THE RESPONSIBILITY OF TFE: DEVELOPER
TAMPING. BACKFILL MATERIAL SHALL BE PROPERLY
/ SUBDIVIDER /,CONTRACTOR. THE NUMBER AND
COMPACTED TO SPRINGLINE PRIOR TO PROCEEDING.
LOCATION OF THE TESTS SHALL BE DETERMINED
2. BACKFILL FOR FLEXIBLE PIPE.
BY THE CITY ENGINEER. THE TESTS SHALL BE: IN
PIPE AND FITTINGS SHALL BE INSTALLED IN
ACCORDANCE WITH THE TESTS LISTED IN SECTION
ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION
6-3.01 OF THE STANDARD SPECIFICATIONS, (OR
D-2321. ONLY CLASS I AND II EMBEDMENT MATERIALS
ASTM D1557, METHOD "C").
WITHIN THE PIPE ZONE WILL BE CONSIDERED SUITABLE.
6. EACH LAYER 'OF BACKFILL MATERIAL SHALL
ATERIEQUIVAI_ SH
WITHIN THE PIPE ZONE, WATER FLOODING AND JETTING
SHALL NOT BE USED FOR BACKFILL COMPACTION FOR
MEET THE COMPACTION, SAND AND
FLEXIBLE PIPE. THE BEDDING AND HAUNCHING SHALL
GRADATION REQUIREMENTS BEFORE THE NEXT
BE HAND PLACED TO THE SPRING LINE OF THE PIPE
LAYER IS PLACED:
AND PROPERLY COMPACTED. FOR SEWER MAINS,
CLASS I BEDDING IS REQUIRED FOR BEDDING AND
7• FOR PAVEMENT PATCHES WITHIN PAVED AREAS,
HAUNCHING. CARE SHALL BE TAKEN NOT TO
SEE STANDARD DRAWING ST -6 IN THIS DESIGN
DISLOCATE THE PIPE. THE REMAINING BACKFILL IN
MANUAL
THE (PIPE ZONE SHALL BE HAND PLACED AND
COMPACTED IN LIFTS NOT TO EXCEED 6.0" (0.15M)
THICKNESS. BACKFILL MATERIAL SHALL BE PROPERLY
: .TABLE "A"
COMPACTED TO SPRINGLINE PRIOR TO PROCEEDIN
3. BACKFILL MATERIAL ABOVE THE PIPE ZONE
SHALL BE FREE OF DELETERIOUS MATERIAL AND
LUMPS OR STONES EXCEEDING 4.0- (80MM) IN
GREATEST DIMENSION AND SHALL BE PLACED IN
NOT TO EXCEED ONE FOOT (1.0' LOOSE) (0.3M)
LAYERS AND EACH LAYER SHALL BE THOROUGHL
COMPACTED BY MECHANICAL TAMPING.
TH1= FOLLOWING SHALL APPLY FOR TRENCH WIDTHS:
PIPE WIDTH
_
IN GREATEST
TAMPING ..
CLAS' i I BEDDING
DIMENSION
OR SLURRY
1.0'(0.3M) OR LES
1.0 0.314 WIDER
'
4.0 180MM RDEI
SIDES
EIOTH
) UP((BOTH))
T 12.03M0.6M
1
SIDES
6.0"
BOTHMSIDESWIDER
EIOTHMSIDESEF
0'(0.614) OR Mat
5'(0.45M) WIDE
1.''(0.3M) WIDE6
_
', 60TH SIDES
I BOTH SIDES
CITYOF BAKERSFIELD (C.O.B.) STANDARD, . TRENCH
BACKFILL AND COMPACTION RE-QUIREM.ENTS., ST -22
TRACT N0.6369 PHASES 1 & 2 EXHIBIT "E." - SEWER STORM DRAIN
FLANS &- PROFILES
000007.1
'00iFOUNoA-noNs
SH E:ET 1
DRAWN BY : J. CRANE DATE 10/18/06 AnON - '-
CIVIL AULICS OI_ 9
CTURAL - --•
D LMARTER & DEIFEL ENGINEERS
TITLE SHEET DELMARTER..- & DEIFEL.
41�2901 H ST. #3 BAKESFIELD, CA. 93301
BY: PHONE 327-1488 FAX 327-1452
JAMES K. DELMARTER
LLAND
SURVEYORS
R C.E.: 5664 EXPIRES: 6/30/07 DA / '�JOB NO. 141 _t'.I:)
y�
LEGEND
= = = = PROPOSED STORM DRAIN LINE
$ PROPOSED SEWER MAIN
• PROPOSED SEWER MANHOLE
N
} TRACT BOUNDARY
I I Vyl. l OU U I V U/11T I
000 al —H
�Q
o Lwo
f 1 '7 r'1 M
72 73 74 1 75
BLOCK WALL
SEE WALL 1"
IMPROVEMENT PLAN
Q) o o Lr)
N � �
rn rn o
N
i;;,/w
�S - — x--
19+00
NN DRIVE
0
co
0
� k
�
20+07—s
0
N
3 1 2 1 1
TRACT BOUNDARY
I
SCALES
I
4:
/ QRof ESS/pDRAWN BY : J. CRANE'-- DATE 10/18/06
DQ
LMARTF_R & DEIFEL
f_E_. "� "�/07 `K A R R I E LYNN DRIVE
BY: ieza��
s JAMES K DELMARTER
r'rf OF/�A0IN R.C..• 7564 EXPIRES: 6/30/07
DATE: I�q'/4 -6rp {
ISANITATiON SHEET' 2
CIVIL HYDRAUUCS OF 9
STRUCTURAL
ENGINEERS FOUNDATIONS —
DEl_MARTER & DEIFEL
2901 H ST. /3 6AKERSFiELD. CA. 93301
PHONE 327-1486. FAX 327-1452
`LAND KANNING SURVEYORS
LAND LEVELING
EPROPERTY UNE
JOB N(,?. 14120
i
10
0
18" RCP
SEE SHEET 2
KARRIE LYNN DRIVE
8
7
LEGEND
- PROPOSED STORM DRAIN LINE
$— PROPOSED SEWER MAIN
• PROPOSED SEWER MANHOLE
W
N
Z I—
w
J N
_W Lw
CC N
Q
Y
29
10.92 LF 18"
RCP ® 1.09
0
z
z
w
a
O r7
DD (p
��M ui� II r
0 V)2
53
+��a�
- v O o m II 18+00.00 C/L 54
,,-R/W II 3.5' OPENING
CATCH BASIN #5
;n NORM F L N 346.21
131.50' 30" RCT ® 0.309 DEP F/L N 346.04
BOTTOM 340 68
p'�3p 12 ++00 J,�r'x 15.85 LF 18"
STREET
-
12+600
•20.92 Lr* 18" 55
RCP ® 1.09
to 63 5'
LO (0
Z Z 14- LO M -- 56
m
LL -
:r
�afao E7
aowo
�Iozom
w
cy— �1
0 d
F—
V w
W
IC _
W
U w
Of w
W -'
NOTE: STORM DRAIN LENGTHS ARE TO INSIDE FACE OF STRUCTURE
SCALES
HO RIZ : 1" =50'
VERT: 1"= 2'
13
I I
N
II
121.50' 30" RCP® 0.3(
......:::I::.......
.
.........
N00'51'46"E 11+00
00
N o
IMELDA
co
w
R/W
+
69
yl
350
5'
........
.........
I
I
70
0
z
z
w
a
O r7
DD (p
��M ui� II r
0 V)2
53
+��a�
- v O o m II 18+00.00 C/L 54
,,-R/W II 3.5' OPENING
CATCH BASIN #5
;n NORM F L N 346.21
131.50' 30" RCT ® 0.309 DEP F/L N 346.04
BOTTOM 340 68
p'�3p 12 ++00 J,�r'x 15.85 LF 18"
STREET
-
12+600
•20.92 Lr* 18" 55
RCP ® 1.09
to 63 5'
LO (0
Z Z 14- LO M -- 56
m
LL -
:r
�afao E7
aowo
�Iozom
w
cy— �1
0 d
F—
V w
W
IC _
W
U w
Of w
W -'
NOTE: STORM DRAIN LENGTHS ARE TO INSIDE FACE OF STRUCTURE
SCALES
HO RIZ : 1" =50'
VERT: 1"= 2'
13
......:::I::.......
.
.........
.........
......:;:
352
+
. . . . . . . . .
. ........
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.........
350
.... — .
. .........
........
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.....
.......
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.
348
L
--
- -
j. . . . . . . .
. . . . . . . ..
. . . . . . . . .
. . . . . . . .
' Ja,00
. . . . . . . .
. . . .
. . . . .
i . . . . . . . .
..
. . . . . . . . .
.........
346
_
........
........
........
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344
........
........
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.........
342.
IU
4
I
. ........
ELLA LA
I110171N DATE
TRACT, N0.6369 PHASES 1 & 2
PR FESS/pN DRAWN BY : J. CRANE DATE 10/18/06
OEI` < F
ELIVARTER & DEIFE
Ha 17W �
Em, 6/30/07
* BY:
JAMES K. DELMARTER
ct it. pR��� R.C. • 17564 EXPIRES: 6/30/07
OF CA1 \E
DATE:
IMELDA STREET
a..
EXHIBIT "E" – SEWER , STORM DRAIN
PLANS & PROFILES;
SA SA -n M `SHEET—,'— HYDRAULICs OF
CIVIL STRUCTURAL t..',.i -- —
ENGINEERS FOUNDATIONS
DELMARTER & DEIFEL
2901 H ST. /3 BAKERSFIE D, CA. 933)1
PHONE 327-1486 FAX 327-1452
LAND PLANNING SURVEYORS�r—
LAND LEVELING
JC►B NO. 1.4120
t)
r
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F -
w
w
cn LO
w
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c) �
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C �� III to
to
m
rn m
CAI p
m m
rn
� I
m
5'
I
NI
SEE SHE4T 4
MERCEDES DIVE
LEGEND
= = = = PROPOSED STORM DRAIN LINE
S PROPOSED SEWER MAIN
0 PROPOSED SEWER MANHOLE
gal
I,
r
m r
m
( r
m m
m
m =
i1i� ice:
�TI \1 R/W y�`8
-N00'S1'46"E _ 1 X67.73' 30' RCP @� 0.30%
11+00 12+ )O /
\mss In 12+60.00
18" RCP
SEE SHEET 6
TARA LEIGH DRIVE
'I
N
IT!
18" RCP
SEE SHEET 6
TARA LEIGH DRIVE
? I
ANDRAto LISA
sl N00'51'46"E S
3+00 231.77' 30" RCP 0 0.309 _ 15+C
?X�9 R/W to N0
0
m L
m m
U) Z
m z
m m
✓
-41 >
<
z
5' m
I
NOTE: STORM DRAIN LENGTHS ARE TO INSIDE FACE OF STRUCTURE
3r
7
I
14+90.82 (RICK[ JEANNE) C/i_ 3.5' OPENING
CATCH BASIN #10
NORM F/L - 349.11
DEP FA- 348.94
BOTTOM = 342.83
rn oD
A7
. DEQ. TER
o.� F ,
U DAT
TRACT N0.6369 PHASES 1 & 2
DRAWN BY : J. CRANE DATE : 10/18/06
ELMA�IRTER & D,EIFFEEL
BY:r_1��`i/�/
JAMES K. DELMARTER
R .E.• 17564 EXPIRES: 6/30/07
DA
ANDRA LISA
STREET
SCALES
HO RIZ: 1" =50
VERT: I"= 2'
........ .........
. ....... .........
. ....... .........
....... .........
........ .........
. ....... .........
. ....... .........
. ....... .........
. ....... ......... 352
. ....... .........
. ....... .........
. ....... .........
. ....... .........
. ....... .........
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. ....... ......... 350
. ....... .........
. ....... .........
. ....... .........
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. ....... .........
................
....... ......... 348
. ....... .........
. ....... .........
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. ....... ......... 3.46
. ....... .........
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. . ....... ......... 344
. ....... .........
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. . ....... .........
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.. . ....... .........
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......... .........
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. ....... .........
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. ....... ....... 336
......... .........
......... .........
. . . . . . . . . . . . . . . . . .
EXHIBIT `E_" — SEWER , STORM DRAI�J
PLANS & PROFILES
so'Ls SHEET 5
SANITATION .
CIVIL HYDRAULICS CIF _ 9 _ --
STRUCTURAL
ENGINEERS FOUNDATIONS
DELMARTER & DEIFEL
2901 H ST. j3 BAKERSnELD, CA. 93301
PHONE 327-1486 FAX 327-1452
LAND PLANNING ISURVEYORSI
LAND LEVEUNC
JOEI N0. 141:'-0
-A
LEGEND
I
57
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15+9 *
5*
CD
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Z
W
n
O
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Lo 00 to
�—
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39 JAM
W
Uz 2 roK
W
o 2
U)
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II
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® U- 0 `�0
Q
H
w
43
44
45
46
W
Z
ro X
_J
(n
Z
Q
W
W
a-
0
O fV
Q
Lo 0
+
I I
^
�N
76
I
N 10' SEWER
^o+i
o
U ¢ Z II
000
14-
5'
A
00
A
00
A
Lo
N
N
R/W
TARA
LEIGH
DRIVE
Lr
LoQ O w0
U
18+00
1'�)+00
Lo
21+00
N
A
A
S
SII
LEGEND
I
57
ff�= I—
15+9 *
5*
CD
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39 JAM
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41
42
43
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46
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to
^
coONO
N 10' SEWER
^o+i
o
o
EASEMENT
r�
A A
A
00
A
00
A
A
N
N
R/W
TARA
LEIGH
DRIVE
Lr
17+CO
S89'08'14"E
18+00
1'�)+00
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21+00
S
10.82
21+29.43
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R/WCIN
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Q
4' TYP
rn
to
rn
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Do
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A A
A
A
A
A
Cv
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56 55
54
53
52
51
50
N
49
48
IRRIGATION
PIPE
W
� Z
W
CD
2
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W
0
w
> ..
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Q w
N w
w =
Z w
w w
m
Q)I
5�
10+00
-_S
0
F;1;
LEGEND
= = _ = PROPOSED STORM DRAIN LINE
$— PROPOSED SEWER MAIN
• PROPOSED SEWER MANHOLE
N
0
0
m
r -
N
r2
w R/W
11 +00 S 12+00 3 —
S89'08'14"E F--
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m
ao+o L4' P
N
81 1 80
II
18" RCP
SEE SHEET 5
ANDRA LISA STREET
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RCP a 2 699
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11 +00 S 12+00 3 —
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SEE SHEET 5
ANDRA LISA STREET
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SDhAH 10 S 17+00 S 18+00 S
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0
6+ 34.62
R/W
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00
37
36
35
34
NOTE: STORM DRAIN LENGTHS ARE TO INSIDE FACE OF STRUCTURE
33
F—
O 0)
O w
w =
> N
uj w
V N
�I!
Elm=
i
19+00 /
EX ISTI N G
12" SEWER
SCALES
HORIZ: 1" =50'
VERT: 1"= 2'
` 13+24.62
14+79.62
SDMrI#14
1
9.79'
24 RCP ®
0.3090
U-)
14+84.62
III
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Ncoo
5'
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78
77
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SDhAH 10 S 17+00 S 18+00 S
146.50' 24" CP ®0.309 S89'OS'14"E
Lo
0
6+ 34.62
R/W
�O
(o %x � ^ 4 TYP
00
37
36
35
34
NOTE: STORM DRAIN LENGTHS ARE TO INSIDE FACE OF STRUCTURE
33
F—
O 0)
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w =
> N
uj w
V N
�I!
Elm=
i
19+00 /
EX ISTI N G
12" SEWER
SCALES
HORIZ: 1" =50'
VERT: 1"= 2'
I r– /-N r— k 1 r-%
_ = _ = PROPOSED STORM DRAIN LINE
$— PROPOSED SEWER MAIN
• PROPOSED SEWER MANHOLE
��M
_ 350
348
346
344
342
340
336
Z w
Q W
W cn
w
w
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U "
'.A
I
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-EXISTING
IRRIGATION
LINE
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NOTE: STORM DRAIN LENGTHS ARE TO INSIDE FACE OF STRUCTURE
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TRACT NO.6369 PHASES 1 & 2
T
SCALES
HORIZ: 1" =50'
VERT: 1"= 2
14 1
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346 ---Il
344
-- 342 - - II
---340 — — 11
-- 338.
336
EXHIBIT "E" — SEWER , STOkM GRAIN
PLANS &. PROFILES
!' 7,
- SOILS
<;HEET 8
i - SANINITATION . --
QROFESS/pN' DRAWN BY : J. CRANE DATE 10/18/06 HYDRAULICS - . OF c,
DE(�19 Ey ENGINEERS FOOUUNDAATIONs —
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........ ......... ......... ......... ......... ........ ... .... ... .... ...... .... ..... ........ .........
I.................................. L ............... .......
TRACT NO. 6369 PHASES 1 & 2 EXHIBIT "E" SEWER , STORM DRAIN
PLANS & PROFILES
SOILS SH [7ET 9
rjfESSI DRAWN BY J. CRANE DATE 10/18/00 SANITATION
HYDRAULICS
A;(4,4)lli ID DR All"i"i"i6l"lli"' Cl\%#lL OF 9
OEC SMCTURAL
ENGINEERS FOUNDATIONS
/TELMAf:?TER & DEIFEL
CLAUDIA COURT
CELIVIARTER & DEIFEL
09, 6/30/07 2W N ST. #3 BAI(MMELD, CA. 93M
L5
\*9 +
0
00
c
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iA -no"
U CS
SO'LS>
IT
S CTURAL
FNDXE4�
d&A PHONE 327-14M FAX 327-1452
ELMAR-7i BY. ll_�k A4 & STEVIE COURT
civik. JAMES K. DELMARTER LAND PLANNING SURVEYOR
'11'30CAVE.,&� DATE. R. �E/l � 5 6'4 EXPIRES: 6/30/07 'LAND LEVELING
OF CALF
PROPMTY LINE
DATE: SUBDIVISION
DRA"NG, JOB NO. 14120
rl
1.') , 1 8:2, to cl 1 —)—