HomeMy WebLinkAbout1.2-6444 Ph 6, 8 & 13REVIEWED BY.-
APPROVED BY:
EXP.
DATE
lr� J� X1, ( aJ, i1116 -
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR bATE
R.C.E. N0. 61 69
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REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
ENGINEER'S CERTIFICATE STATEMENT:
THIS PLAN AND SPECIFICATION WAS 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 THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS
OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO
THE CITY ENGINEER.
HUNSAKER & ASSOCIATES IRVINE INC
PHILIP D. DOWTY, PROJECT MANAGER
RCE No. 42038, EXPIRES: 03/31/2016
FOUR SEASONS BY K. HOVNAN/AN
TRACT NO. 6444 -PHASES 6, 8 & 13
SEWER IMPROVEMENT PLAN
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SEWER SHEET NO.
PHASE BOUNDARY
PROPOSED 8" SANITARY SEWER
PROPOSED 6" SANITARY SEWER
EXISTING 8" SANITARY SEWER
W
EXISTING 8" SANITARY SEWER
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KEY MAP
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SECTION 18
T.29 S., R.29 E.
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STATE HIGHWAY 178 1
SECTION 19
T.29 S., R.29 E.
DESCRIPTION
TITLE SHEET, KEY MAP
CONSTRUCTION NOTES & DETAILS
SEWER IMPROVEMENT PLAN
SEWER IMPROVEMENT PLAN
PALADINO DRIVE
SECTION 17
T.29 S., R.29 E.
DRO✓ECT
SITE Zoe
I I - I
SECTION 20
T.29 S., R.29 E.
VICINITY MAP
SHEET N0,
2
4
z
NOT TO SCALE
DEVELOPER/OWNER:
K. HOWARM HOLIES
200 EXCHANGE, SUITE 200
IRVINE, CA 92602
(/ 4) 368-4500
SOILS ENGINEER:
SOLS MGI NG, NO.
4400 YEAGER WAY
BAKEF69ELD, CA. 93313
(661) 831-5100
m;
PROFILE SCALES
N v~i
HORIZ.: 1 "= 40' -'S� g
VERT.: 1"= 8' N o
�W
.s
100 50 0 100 200
GRAPHIC SCALE 1 "=100' '
d-
d-
BENCH MARK: z
— - - — LOT LINES SEWER CONSTRUCTION NOTES: 0uANT/71ES
STREET CENTERLINE INSTALL 8" SDR -35 PVC SEWER LINE - -- 1186 LF
�2 -- CONSTRUCT 48" DIA. MANHOLE TYPE "A" PER C.O.B. STD. DWG. SW -2 - 6 EA LEGALDESCR/PTION.� U. S. G. S. Y-292, ELEVATION= 782.57 B.C. IN 9" CONC. PAD 14.5' N.W. Z
3 INSTALL 4" SDR -35 PVC SEWER LATERAL PER C.O.B. STD. DWG. SW -7 1209 LF BEING A D1145/0N OF PARCEL 8, 9, 10 AND 11 OF PARCEL MAP No. 11013 OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND
U4 --- INSTALL 6" SDR -35 PVC SEWER LINE 104 LF RECORDED IN P.M. BK. 53, PG. 130, IN THE OFFICE OF THE KERN COUNTY LENE PLACE. CL �
RECORDER, ALSO BEING A PORTON OF THE NORTH HALF OF SECTION 17, o
INSTALL SEWER LATERAL MARKER PER C.O.B. STD. DWG. SW -1 31 EA T. 29 S., R. 29 E., M.D. M., IN THE CITY OF 8AKERSFIELD, COUNTY OF KERN,
O— CORE DRILL INTO EX MANHOLE SHAFT AND MANHOLE BASE, RECHANNEL - 1 EA STATE OF CALIFORNIA. j o
REPOUR MANHOLE BASE PER C.O.B. STD. DWG. SW -3 FOR NEW 6" C) Q
PVC SDR -35 SEWER CONNECTION
PROJECT IN v
Q�pFESSION
PREPARED BY: TRACT NO. 6444 X LU
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NO. 42038 m PLANNING ENGINEERING SURVEYING
DATE or Exp. 3/31/16 ;0 Three Hughes ■Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 SEWER IMPROVEMENT PLAN
DRAWN BY: MM 4/13
DATE �9 CIV t4 r��P % L N
DESIGNED BY' RR 4/13 TF0 CALFFoy �• I 4 !s CITY OF BAKERSFIELD,
1 612o16 REV. TR. BY. LOT Alos. AAs-BwL.7 PHASE V t DATE PHILIP DOWTY R E. 42038 EXP. 3 31/16 KERN COUNTY CALIFORNIA
N0. DATE REVISIONS ENGR. APPROV. DATE CHECKED BY: KK 4/13 CITY RECORDS NO, — -�, �¢ -�,- /, OF 4 3 0
PLOTTED BY: Ben Etemadi DATE: Oct. 06, 2015 01:48:32 PM FILE: F:\0674\Engineering\TR_6444-6\Imp Plans\lmp_Sewer\SH 7O1.dwg
CITY OF BAKERSFIELD SEWER SPECIFICATIONS
GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO
COMPLETE INSTALLATION.
1. VCP INSTALLATION:
A. MATERIALS: THE PIPE AD FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO
CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE
PROVISIONS OF SECTIONS 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT
OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C-12.
B. JOINTS:
(1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS
CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425.
(2) THE PIPE FITTINGS FOR 6% 8% 10", AND 12 -SANITARY SEWER MAINS MAY BE PLAIN -END WITH
COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. EXCEPTING
THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION
FOR THEIR "MAINLINE" BAND -SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED.
(3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE
PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION
C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED).
2. ABS PIPE INSTALLATION:
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 2680 AND D
2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN
INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE
INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY
THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS
1, II OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
3. PVC PIPE INSTALLATION:
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIf!EMENTS OF ASTM SPECIFICATIONS D 3034 AND 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.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINS SHALL BE IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED
BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS
1, II OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
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 OURS
NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION.
5. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND
SHALL BE ROTATED A MINIMUM OF 23" AND A MAXIMUM OF 45" 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).
6. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING 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. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-20.
7. ALL SEWER LATERALS TO BE 4° IN DIAMETER EXCEPT AS NOTED ON PLANS AND EXTEND 4 FEET BEYOND
PROPERTY LINE.
8. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PER CITY OF BAKERSFIELD DRAWINGS SW -1.
9. 24 HOURS NOTICE IS REQUIRED FOR TESTING AND INSPECTION.
10. 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.
11. PVC PIPE SHALL CONFORM TO UN,I-BELL AND C.O.B. STANDARDS AND SHALL BE SUITABLE FOR THE RADII SHOWN
ON THESE PLANS.
12. A STAMPED "S" SHALL BE (CAST IN THE CURB FACE ABOVE EACH SEWER LATERAL.
40 20 0 40 80
GRAPHIC SCALE 1 "=40,
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. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY
STANDARD DETAIL ST -22.
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. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION.
7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL
BE GIVEN 24 HOURS NOTICE (661) 326-3049.
8. 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.
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 UBMIT A WRITTEN REQUEST FOR AN
INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PR CE FOR THE PROJECT.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS
ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOL CONSULTANT HARMLESS AND RELEASE
CONSULTANT FORM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS.
12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE
WITH CITY OF BAKERSFIELD DRAWING S-6.
13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED
TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION
TESTS WILL BE BACK CHARGED TO THE CONTRACTOR.
14. HUNSAKER & ASSOCIATES IRVINE, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO,
OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY HUNSAKER &
ASSOCIATES IRVINE, INC.
15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME
DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH
AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE.
17. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF
BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE
CONSIDERED A PART OF THESE PLANS.
19. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BY THE DEVELOPER. ALL RESTAKING WILL BE BACK
CHARGED TO THE CONTRACTOR.
20. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES.
21. THE ONSITE SEWER SYSTEM SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS
APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360°, IN
ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE
WITNESSED BY THE SUBDIVIDER'S ENGINEER, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM.
ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS SHALL BE
CORRECTED. A RECORDED VIDEO CASSETTE, 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 SUBDIVIDER'S ENGINEER
PRIOR TO ACCEPTANCE. AFTER THE SUBDIVIDER'S ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND
LOGS SHALL BE SUBMITTED TO THE HOMEOWNER'S ASSOCIATION.
22. 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.
23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PL STIC SEWER PIPE WITHIN THE PIPE ZONE.
24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM. MANHOLE PRIOR TO CONNECTING TO EXISTING STUB. IF THE
POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE'.
25. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED 2 DAYS PRIOR TO ANY EXCAVATION. (800-642-2444).
NOTE TO CONTRACTOR
ALL MANHOLES AND CLEANOUTS WITHIN TRACT,
INCLUDING EXISTING MANHOLES. SHALL BE ADJUSTED
TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS.
EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING
CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS.
l �� 16/2o16 ( REV. TR. BY., LOT NO$.$AS-BuIL-T
N0. 1 DATE REVISIONS
DATE
DRAWN BY: MM 4/13
DATE
DESIGNED BY- RR 4/13
E 6 DATE
ENGR. APPROV. DATE CHECKED BY: KK 4/13
i
THE
FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE
CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST
EDITION THEREOF).
F.L.
CITY STD. NO.
DESCRIPTION
®
SW -1
SEWER LATERAL MARKER
®
SW -2
MANHOLE, TYPE 'A"
®
SW -3
MANHOLE, TYPE 'A" WITH INSIDE AND OUTSIDE DROP
❑
SW -4
MANHOLE, TYPE "B"
❑
SW -5
STANDARD 8 INCH CLEANOUT
®
SW -6
FRAMES & COVER FOR MANHOLES & CLEANOUTS
®
SW -7
SEWER PIPE CONNECTION
❑
SW -8
SEWER LINE IN PIPE CASING
❑
SW -9
TYPICAL SEWER PUMPING STATION VALVE BOX
❑
SW -10
MISCELLANEOUS PUMPING STATION DETAILS
❑
SW -11
PUMPING STATION THRUST BLOCK
❑
SW -12
PUMPING STATION AIR VENT DETAIL
❑
SW -13
PUMPING STATION PIPE RESTRAINT ASSEMBLY
❑
SW -14
PUMPING STATION BLOWER FAN
❑
SW -15
DRY SEWER HOUSE CONNECTION
LEGEND OF ABBREVIATIONS & SYMBOLS
T.C.
TOP OF CURB
---(100)-
EXIST. CONTOUR
F.L.
FLOWLINE ELEV.
-'--100---_
PROP. CONTOUR
T.G.
TOP OF GRATE
--
PROPERTY LINE
G.B.
GRADE BREAK
-_-'----------x
DAYLIGHT LINE
F.G.
FINISH GRADE
27. _.
SHEET FLOW RATE
R.G.
ROUGH GRADE
- -
GRADED SWALE
F.S.
FINISH SURFACE
- ti
CENTERLINE
I
`°�S
INV.
INVERT OF DRAIN
- -
SWALE HIGH POINT
P.
PAD ELEVATION
FLOWLINE
F.F.
FINISH FLOOR ELEV.
SUBDRAIN
G.F.F.
GARAGE FINISH FLOOR
, ________
__________=__
AREA DRAIN
B.V.C.
BEGIN VERTICAL CURVE
7TOP
OF SLOPE
E.V.C.
END VERTICAL CURVE
U
TOE OF SLOPE
P.I.
POINT OF INTERSECTION
RETAINING WALL
E.P.
EDGE OF PAVEMENT
04
FIRE HYDRANT
T.W.
TOP OF WALL ELEV.
STREET LIGHT
T.F.
TOP OF FOOTING ELEV.
SOUND OR SCREEN WALL
D.F.
DEEPENED FOOTING
6 -S
°oF °aF
DEEPENED FOOTING
L.
LENGTH
o
WATER METER
DWY.
DRIVEWAY
CATCH BASIN & LOCAL DEPRESSION
N.T.S.
NOT TO SCALE
®
A/C UNIT
T.R.W.
TOP OF RETAINING WALL
t • "
CONCRETE
ELEV.
- -1
WOOD FENCE
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PLOTTED BY: Ben
Etemadi DATE: Oct. 06, 2015 01:46:50 PM FILE: F:\0679\Engineering\TR-6444-6\Imp Plans\Imp-Sewer\SHT02.dwg
(SEWER AND STORM DRAIN
PIAN OF TRACT 6444 ED HAY ES
2 AND 3 PREPARED
PINNACLE CIVIL ENGINEERING)
JOB NO. 04
SHELBURNE, STREET
SHEER AND STORM DRAIN
LAN OF TRACT 6444 PHASES
P
2 AND 3 PREPARED BY
PINNACLE CIVIL ENGINEERING)
JOB NO. 04
40 20 0 40 80
GRAPHIC SCALE 1 "= 40'
U IN
TRACT BOUNDARY
a
STOCKHOLM PLACE
(PRIVATE)
I'76120REV. LOT NOS., TQ. BY. 4 AS -BUILT PHASE 6
N0. DATE REVISIONS
THE STREET STATIONING SHOWN ON SEWER
LATERALS HEREON ARE DETERMINED AT THE
END OF THE LATERAL AS SHOWN.
DATE a
DRAWN BY: MM 4/13
DATE
DESIGNED BY: RR 4/13
I � 1 DATE
ENGR. APPROV. r DATE CHECKED BY: KK 4/13
Q oFESSra
N,
2
N0. 42038
Exp. 3/31/16 z
P
\CIV 1 t ate\
PHILIP D. DOWTY
Z LOT LINE (TYP.)--)
PREPARED BY:
HUNSAKER & ASSOCIATES
I R 'V I N E I N C .
PLANNING • ENGINEERING SURVEYING
Three Hughes • Irvine, CA 92618 • PH: (949) 583-1010 FX: (949) 583-0759
9
10+J4.66
HORIZ.: 1 "= 40'
VERT.: 1 "= 8'
SEWER CONSTRUCTION NOTES:
1 INSTALL 8" SDR -35 PVC SEWER LINE
�2 -- CONSTRUCT 48" DIA. MANHOLE TYPE "A" PER C.O.B. STD. DWG. SW -2
3 INSTALL 4" SDR -35 PVC SEWER LATERAL PER C.O.B. STD. DWG. SW -7
4 CONSTRUCT 6" SDR -35 PVC SEWER LINE
5 INSTALL SEWER LATERAL MARKER PER C.O.B. STI. DWG. SW -1
— CORE DRILL INTO EX MANHOLE SHAFT AND MANHOLE BASE, RECHANNEL
REPOUR MANHOLE BASE PER C.O.B. STD. DWG. SW -3 FOR NEW 6"
PVC SDR -35 SEWER CONNECTION
SEWER DATA
TRACT N0. 6444PROJECT NO
PERMIT -N0.
PHASES 61 8 & 13
SHffr
SE WEIMPROVEMENT PLAN
CITY OF BAKERSFIELD, 1.2-6444 Ph 6 3
R.C. 42038 EXP. 3/31/16 KERN COUNTY, CALIFORNIA
CITY RECORDS N0. — ; . fo¢ -�O R -r�; of 4 mad
PLOTTED BY: Ben Etemadi DATE: Oct. 06, 2015 02:10:20 PM FILE: F:\0679\Engineering\TR_6444-6\Imp Plans\lmp_Sewer\SHT03.dwg
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BEARING/DELTA
RADIUS
LENGTH
TANGENT
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N 82017'49" W
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310.56'
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N 89°24'08" W
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342.07'
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N 53°31 '32" W
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237.70'
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N 51009'04" W
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42.72'
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N 23°5331 " E
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73.83'
-
TRACT N0. 6444PROJECT NO
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PHASES 61 8 & 13
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SE WEIMPROVEMENT PLAN
CITY OF BAKERSFIELD, 1.2-6444 Ph 6 3
R.C. 42038 EXP. 3/31/16 KERN COUNTY, CALIFORNIA
CITY RECORDS N0. — ; . fo¢ -�O R -r�; of 4 mad
PLOTTED BY: Ben Etemadi DATE: Oct. 06, 2015 02:10:20 PM FILE: F:\0679\Engineering\TR_6444-6\Imp Plans\lmp_Sewer\SHT03.dwg
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SHEETLEGEND
®
SEWER SHEET NO.
-----
TRACT BOUNDARY
—g" S--
PROPOSED SANITARY SEWER
—6!'S—
PROPOSED SANITARY SEWER
--•S—p
EXISTING 8" SANITARY SEWER
W
EXISTING 8" SANITARY SEWER "„ ;,_
"
— - - —
LOT LINES
— -
STREET CENTERLINE r
TRACT N0. 6444PROJECT NO
PERMIT -N0.
PHASES 61 8 & 13
SHffr
SE WEIMPROVEMENT PLAN
CITY OF BAKERSFIELD, 1.2-6444 Ph 6 3
R.C. 42038 EXP. 3/31/16 KERN COUNTY, CALIFORNIA
CITY RECORDS N0. — ; . fo¢ -�O R -r�; of 4 mad
PLOTTED BY: Ben Etemadi DATE: Oct. 06, 2015 02:10:20 PM FILE: F:\0679\Engineering\TR_6444-6\Imp Plans\lmp_Sewer\SHT03.dwg
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NOTE:
ALL STATIONING IS BASED ON
SEWER CENTERLINE DATA
UNLESS OTHERWISE NOTED
GRAPHIC SCALE 17-40'
RIGHT OF WAY
ST 0+91.56
0
4
727.37 INV
' ,,
Q)
0
(SEWER AND STORM DRAIN
PLAN OF TRACT 6444 PHASES v, TER LINE PER
2 AND 3 PREPARED BY w o SEPARATE PLANS
PINNACLE CIVIL ENGINEERING) M.H.' #s
s -
JOB N0. 04-158 ; 9 i ST 1+56.84 ) '
TOSCANA DRIVE it i 5 3 SS 5+46.64 o SS 6+03.49 CONST. 2 I`
IGHT OF WAY WATER LINE PER 726.54 INV -ST 1+07.33v 5.0 LTO
ZLQ LAJZ- `n SEPARATE PLANS' '
�QmW v z 7
Z °Ltj �
CtE ��, Q Z Q. o 4�' 4 SS 5+00.00 CONST. 2
�o f'Q w W o 2 �, �, 1 3 =ST 2+07.31N5.0' LT
1 INSTALL 8" SDR -35 PVC SEWER LINE
�— CONSTRUCT 48" DIA. MANHOLE TYPE "A" PER C.O.B. STD. DWG. SW -2
3 INSTALL 4" SDR -35 PVC SEWER LATERAL PER C.O.B. STD. DWG. SW -7
G�-- CONSTRUCT 6" SDR -35 PVC SEWER LINE
5 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. DWG. SW -1
C CORE DRILL INTO EX MANHOLE SHAFT AND MANHOLE BASE, RECHANNEL
REPOUR MANHOLE BASE PER C.O.B. STD. DWG. SW -3 FOR NEW 6"
PVC SDR --35 SEWER CONNECTION
SEWER DATA
O
BEARING/DELTA
RADIUS
LENGTH
TANGENT
O
N 2902545" W
-
295.6 1 '
-
O2
N 89024'08" W
-
103.49'
-
O3
N 13°09'06" E
-
70.01 '
-
O-
5
N 75°33'51 " W
-
48.4 1 '
-
�. CL S:CL =O _____-------- .. 8. (z V- 8..5 I
Z Q r7 C� Z 5. , N29° '45"W 295.61' N 0 4 O c°
QW�� �
3 o Q Q
rTT SHEETLEGEND121
NSEWER SHEET NO.
CL
RACT BO U N DA
TOSCANA DRIVE "
o o a .� TRACT BOUNDARY PHASE BOUNDARY
(SEWER AND STORM DRAIN 8 ri C6 rn � z z N THE STREET STATIONING SHOWN ON SEWER "
PLAN OF TRACT 6444 PHASES N 5 I6 v 2 LATERALS HEREON ARE DETERMINED AT THE —87S— PROPOSED 8 SANITARY SEWER z
2 AND 3 PREPARED BY ti �., N `Y' L" .- + I END OF THE LATERAL AS SHOWN.
PINNACLE CIVIL ENGINEERING) `� '�
'� �` �' `° —6" S— PROPOSED 6" SANITARY SEWER v
JOB NO. 04-158 3 3 s —s— EXISTING 8" SANITARY SEWER
5 Q 5
I W EXISTING 8" SANITARY SEWER Z
— - - — LOT LINES
TIMFFORD PLACE - STREET CENTERLINE 3 ; ; � ;_ , � ; � o
Y �t Q)Q
PRIVAT_
PROJECT NO. v
TRA CT N0. 6444 X W�
Q�OFESS/0 PREPARED BY:
"Z� D 0 CF'L HUNSAKER & ASSOCIATES PERMIT NO. v�Z
IRVINE INC PHASES 6, 'j:C ��
N0. 42038 m PLANNING ENGINEERING SURVEYING 8 �c �3 sH�r
DATE Exp. 3/31/16 Three Hughes Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 SEWER IMPROVEMENT PLAN `°
DRAWN BY: ASM 4/13 �
R
DATE sq C,4 Lo
�,� �� 12� ,� CITY OF BAKERSFIELD,
DESIGNED BY: RR 4/13 TF�FCALIF��
6%2016 REV. LOT N05.iTR . BY. a AS-Bvii.T PHASE DATE PHILIP D. DOWTY E. 42038 EXP. 3/31/16 KERN COUNTY, CALIFORNIA OF o
NO. DATE REVISIONS ENGR. APPROV. DATE CHECKED BY: KK 4/13 CITY RECORDS NO. - I, to�f�r-!�-�-/� 4 �o
PLOTTED BY: Ben Etema& DATE: Oct. 20, 2015 01:45:19 PM FILE: F:\0679\Engineering\TR-6444-6\Imp Plans\lmp_Sewer\SHT04.dwg
00
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Z Q r7 C� Z 5. , N29° '45"W 295.61' N 0 4 O c°
QW�� �
3 o Q Q
rTT SHEETLEGEND121
NSEWER SHEET NO.
CL
RACT BO U N DA
TOSCANA DRIVE "
o o a .� TRACT BOUNDARY PHASE BOUNDARY
(SEWER AND STORM DRAIN 8 ri C6 rn � z z N THE STREET STATIONING SHOWN ON SEWER "
PLAN OF TRACT 6444 PHASES N 5 I6 v 2 LATERALS HEREON ARE DETERMINED AT THE —87S— PROPOSED 8 SANITARY SEWER z
2 AND 3 PREPARED BY ti �., N `Y' L" .- + I END OF THE LATERAL AS SHOWN.
PINNACLE CIVIL ENGINEERING) `� '�
'� �` �' `° —6" S— PROPOSED 6" SANITARY SEWER v
JOB NO. 04-158 3 3 s —s— EXISTING 8" SANITARY SEWER
5 Q 5
I W EXISTING 8" SANITARY SEWER Z
— - - — LOT LINES
TIMFFORD PLACE - STREET CENTERLINE 3 ; ; � ;_ , � ; � o
Y �t Q)Q
PRIVAT_
PROJECT NO. v
TRA CT N0. 6444 X W�
Q�OFESS/0 PREPARED BY:
"Z� D 0 CF'L HUNSAKER & ASSOCIATES PERMIT NO. v�Z
IRVINE INC PHASES 6, 'j:C ��
N0. 42038 m PLANNING ENGINEERING SURVEYING 8 �c �3 sH�r
DATE Exp. 3/31/16 Three Hughes Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 SEWER IMPROVEMENT PLAN `°
DRAWN BY: ASM 4/13 �
R
DATE sq C,4 Lo
�,� �� 12� ,� CITY OF BAKERSFIELD,
DESIGNED BY: RR 4/13 TF�FCALIF��
6%2016 REV. LOT N05.iTR . BY. a AS-Bvii.T PHASE DATE PHILIP D. DOWTY E. 42038 EXP. 3/31/16 KERN COUNTY, CALIFORNIA OF o
NO. DATE REVISIONS ENGR. APPROV. DATE CHECKED BY: KK 4/13 CITY RECORDS NO. - I, to�f�r-!�-�-/� 4 �o
PLOTTED BY: Ben Etema& DATE: Oct. 20, 2015 01:45:19 PM FILE: F:\0679\Engineering\TR-6444-6\Imp Plans\lmp_Sewer\SHT04.dwg