HomeMy WebLinkAbout1.2-7231 Ph 1 & 2 (2)SEWER NOTES:
SEC. 1. 3.1 CLEANING:
PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE
CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE —TYPE SEWER CLEANING
BALL UNDER HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN
MATTER SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING
OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS
COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. THE SYSTEM
WILL BE INSPECTED AFTER FINAL PAVING IS COMPLETED AND ANY DAMAGE
TO THE SYSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED
BEFORE APPROVAL.
SEC. 1.3.2 TESTING:
1.3.2.1 MANDREL TEST OF ABS AND PVC PIPE.
FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR
TO THE PLACING OF PERMANENT PAVEMENT, ALL MAIN LINE PIPE SHALL
BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS
(DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS). A
RIGID MANDREL, WITH A CIRCULAR CROSS SECTION CERTIFIED AS HAVING
A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PULLED
THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR
PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF
THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING
NO LESS THAN NINE (9), SPACED EVENLY AROUND THE MANDREL.
IF PIPE DOES NOT MEET MANDREL TEST VIBRATORY MEANS OF CORRECT-
ING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY
METHOD WILL NOT DISRUPT ADJACENT PROPERTY.
MANDREL TABLE
NOMINAL MANDREL
DIAMETER DIAMETER
6' 5.47
8' 7.27
10' 9.07
1.3.2.2 PRESSURE TEST:
PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR
LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST.
TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO
MANHOLE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST
METHOD (UPC SEC. 318 —B(4) 1985 EDITION OR LATER EQUIVALENT)
SEC. 1.4.1 GENERAL:
ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY
SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS
FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS.
THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF
COMPLIANCE, CERTIFIED TESTS RESULTS OR SHALL PERFORM TESTS AS
REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING
INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED.
REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL
REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER.
SEC. 1.4.2 PIPE AND CONDUITS:
ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH
AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED
OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND
STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITH-
STAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH
OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND
SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL
BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX
(STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO.
37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN
STRUCTURES.
1.4.2.1 VITRIFIED CLAY PIPE (VCP)
A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH
VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C -700,
AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF
THE CURRENT ASTM DESIGNATION C -12.
B. JOINTS:
(1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A
SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE
CURRENT ASTM DESIGNATION C -425.
(2) THE PIPE AND FITTINGS FOR 6", 8', 10 ", AND 12° SANITARY
SEWER MAINS MAY BE PLAIN —END WITH COMPRESSION COUPLINGS
CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425,
EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFAC-
TURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR
'MAINLINE' BANDSEAL COMPRESSION COUPLING, OR APPROVED
EQUAL, SHALL BE REQUIRED.
(3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER
OR BUILDING LATERALS MAY BE PLAIN —END WITH COMPRESSION
COUPLING CONFORMING WITH THE CURRENT ASTM DESIGNATION
C -425, (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED).
(see additional notes on sheet 2)
POYATE ENGINEERS N0710E TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST-
RUCTION. 1- 800 -227 -2600
ENGINEER'S STATMENT;
I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI-
SORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN-
DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
ROBE E. SMITH RCE 35473 DATE
EXP. 9 -30 -15
Drawing File: FrSEW7231
01/31/2014
CITY
OF
BAKERSFIELD
TRACT No. 7231 PHASES 1 & 2
CONSTRUCTION PLANS
SEWER AND STORM DRAIN
PLANS AND PROFILES
BENCH MARIA USED:
TOP OF CONCRETE MONUMENT AT THE CENTERLINE
INTERSECTION OF TORT LORENE AVENUE AND ABIGIAL
WAY. PER TRACT NO. 6152 PHASE 6 GRADING PLANS
U.S.G.S. DATUM
TRACT No. 6152 PHASE 5
M.�. 57 PG_ 55
504.23
S 359'24'41" E TRACT BOUNDARY
PHASE ONE
7 6 5 4 3 2 1
L1 I
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CHISOLM TRAIL AVENUE q:
SEE SHEET 3
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RIO GRANDE LANE o
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141.21 U,
SUMMARY OF IMPROVEMENTS- N.T.S
PHASE ONE.
6" SEWER MAIN
800 L.F.
Q
BEARING
I S 359'03'43" E kLJJ
2 EA.
OWNER:
I C
INDEX
X
6' CLEAN OUT
2 EA.
4805 CENTENNIAL
L
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18 LF.
549 LF
SHT.
N0. SHEET DESCRIPTION
CATCH BASIN
1 EA.
1.
TITLE SHEET
MANHOLE
1 EA.
PANAMA
LANE
CD
31
Z
NOTE SHEET
4805 CENTENNIAL
WAY #300
3.
CHISOLM TRAIL AVENUE
93312
ENGINEER:
4.
RIO GRANDE LANE
SUMMARY OF
IMPROVEMENTS-
5.
RIO LOBO LANE
PHASE TWO:
30
U
McCLINTOCK ROAD
7.
w
6' SEWER MAIN
336 LF.
I
8' SEWER MAIN
1,386 LF.
MANHOLE (6' -8')
5 EA.
29
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6' CLEAN OUT
3 EA.
18' STORM DRAIN PIPE
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24' STORM DRAIN PIPE
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HOSKING ROAD
CATCH BASIN
3 EA.
MANHOLE
4 EA.
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TAFT
HWAY
TRACT BOUNDARY
VICINITY MAP
SUMMARY OF IMPROVEMENTS- N.T.S
PHASE ONE.
6" SEWER MAIN
800 L.F.
Q
BEARING
MANHOLE (6' -8')
2 EA.
OWNER:
I C
INDEX
X
6' CLEAN OUT
2 EA.
4805 CENTENNIAL
L
18' STORM DRAIN PIPE
24' STORM DRAIN PIPE
18 LF.
549 LF
SHT.
N0. SHEET DESCRIPTION
CATCH BASIN
1 EA.
1.
TITLE SHEET
MANHOLE
1 EA.
BAKERSFIELD, CA
93312
SUBDIVIDER:
WIBLE INVESTORS II,
2.
NOTE SHEET
4805 CENTENNIAL
WAY #300
3.
CHISOLM TRAIL AVENUE
93312
ENGINEER:
4.
RIO GRANDE LANE
SUMMARY OF
IMPROVEMENTS-
5.
RIO LOBO LANE
PHASE TWO:
6•
McCLINTOCK ROAD
7.
STRAWHOUSE TRAIL ROAD
6' SEWER MAIN
336 LF.
8' SEWER MAIN
1,386 LF.
MANHOLE (6' -8')
5 EA.
6' CLEAN OUT
3 EA.
18' STORM DRAIN PIPE
73 LF.
24' STORM DRAIN PIPE
372 L.F.
CATCH BASIN
3 EA.
MANHOLE
4 EA.
ADDITIONAL NOTES
OWNER: SMITH REVOCABLE TRUST
22 23 24 25 26 27 (5
PI JASE NE
PHASE TWO
1 2 3 4 5 6 7
_ RIO _LOBO LANE
SEE SHEET 5
i
i
26 25 24 23 22 21 20
I
PHASE TWO
LOT A
L.LA. X05 -0557
PER CERTIFICATE
OF COMPLIANCE
PER DOC_
#OZ06ovo, O.R.
LEGEND
O SID. Cl TY MONUMENT ENCASEMENT PER COB STD ST -13
(TO BE CONST OR EXISTS AS NOTED)
—� TYP. SEWER MAIN & MANHOLE TYPE "A n PER COB SID SW -4
TYP. SEWER MAIN & CLEAN OUT TYPE 'A" PER COB SID SW -5
T TYP. TYPE "A " CATCH BASIN PER COB SID D -14
—0— RCP W/RGJ CL 111 & MANHOLE TYPE "A n PER COB SID SW -4
• TYP. FRAMES & COVERS FOR MANHOLES AND CLEANOUTS PER COB S7D SW -6
EX. EXIS77NG MANHOLE OR SEWER
--- EXISTING SEWER MAIN & MANHOLE TYPE "A" PER COB S7D SW -4
s—D RCP W/RGJ CL 111 STORM DRAIN PIPE AS NOTFD
:a— STD OUTZET STRUCTURE PER COB SID D -11
S7D DRAINAGE BASIN PER COB S7D D -11
STUB & PLUG — AS N07ED
S SEWER LA TERALS PER COB SID SW -1
PT. RAD /AL TO CENTERLINE STA.
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. 7.e 31
'RE-CORD DRAWW-
CORRECTIONS BY:
DATE__._
ADDITION NOTES ON SHEET TWO
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1 S 89 03 22 E 940.22 PHASE THREE
EXI5TING 6-0
LOT 1
S 359 °03'22" E 616.76
DISTANCE & BEARING TABLE
LEGAL DESCRIPTION
THAT PORTION OF PARCEL C OF LOT LINE ADJUSTMENT
NO. 05 -0981 AS PER THAT CERTAIN CERIFICATE OF
COMPLIANCE RECORDED JULY 21 , 2006 DOCUMENT
NO. 0206177575 OF OFFICIAL RECORDS.
A.P.N.: 514-020-58
SCALE: 1 = 100'
0 FT 50 FT 100 FT 150 FT
S 359 °03'43" E 575.00
TRACT BOUNDARY
9 1 10 1 11 1 12
19 1 18 1 17
PHASE THREE
LINE
1424 17TH STREET
Q
BEARING
BAKERSFIELD, CA
93306
OWNER:
LANTZ FAMILY, LP
89 °24'41"
E
4805 CENTENNIAL
WAY #301
S
BAKERSFIELD, CA
93312
OWNER:
WIBLE INVESTORS II,
LLC
89'24'41"
4805 CENTENNIAL
WAY #300
30.00
BAKERSFIELD, CA
93312
SUBDIVIDER:
WIBLE INVESTORS II,
LLC
N
4805 CENTENNIAL
WAY #300
BAKERSFIELD, CA
93312
ENGINEER:
SMITHTECH /USA, INC.
1424 17TH STREET
BAKERSFIELD, CA
93301
22 23 24 25 26 27 (5
PI JASE NE
PHASE TWO
1 2 3 4 5 6 7
_ RIO _LOBO LANE
SEE SHEET 5
i
i
26 25 24 23 22 21 20
I
PHASE TWO
LOT A
L.LA. X05 -0557
PER CERTIFICATE
OF COMPLIANCE
PER DOC_
#OZ06ovo, O.R.
LEGEND
O SID. Cl TY MONUMENT ENCASEMENT PER COB STD ST -13
(TO BE CONST OR EXISTS AS NOTED)
—� TYP. SEWER MAIN & MANHOLE TYPE "A n PER COB SID SW -4
TYP. SEWER MAIN & CLEAN OUT TYPE 'A" PER COB SID SW -5
T TYP. TYPE "A " CATCH BASIN PER COB SID D -14
—0— RCP W/RGJ CL 111 & MANHOLE TYPE "A n PER COB SID SW -4
• TYP. FRAMES & COVERS FOR MANHOLES AND CLEANOUTS PER COB S7D SW -6
EX. EXIS77NG MANHOLE OR SEWER
--- EXISTING SEWER MAIN & MANHOLE TYPE "A" PER COB S7D SW -4
s—D RCP W/RGJ CL 111 STORM DRAIN PIPE AS NOTFD
:a— STD OUTZET STRUCTURE PER COB SID D -11
S7D DRAINAGE BASIN PER COB S7D D -11
STUB & PLUG — AS N07ED
S SEWER LA TERALS PER COB SID SW -1
PT. RAD /AL TO CENTERLINE STA.
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. 7.e 31
'RE-CORD DRAWW-
CORRECTIONS BY:
DATE__._
ADDITION NOTES ON SHEET TWO
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1 S 89 03 22 E 940.22 PHASE THREE
EXI5TING 6-0
LOT 1
S 359 °03'22" E 616.76
DISTANCE & BEARING TABLE
LEGAL DESCRIPTION
THAT PORTION OF PARCEL C OF LOT LINE ADJUSTMENT
NO. 05 -0981 AS PER THAT CERTAIN CERIFICATE OF
COMPLIANCE RECORDED JULY 21 , 2006 DOCUMENT
NO. 0206177575 OF OFFICIAL RECORDS.
A.P.N.: 514-020-58
SCALE: 1 = 100'
0 FT 50 FT 100 FT 150 FT
S 359 °03'43" E 575.00
TRACT BOUNDARY
9 1 10 1 11 1 12
19 1 18 1 17
PHASE THREE
LINE
DISTANCE
Q
BEARING
°
0
234.72
S
89 °24'41"
E
2
84.37
S
96 °27'26"
E
0
28.81
S
89'24'41"
E
®
30.00
S
142 °58'24"
E
0
17.72
N
00 °55'46"
E j
ORDER IN WHICH PHASES
WILL BE CONSTRUCTED:
NOTE : PHASES 1 & 2 TO BE
CONSTRUCTED SIMULTANEOUSLY
4>?.OFESS j0
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9/30/15
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PARCEL MAP NO. 7797
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LOT 1
PHASE FOUR I
S.E. COR. OF SEC. 35, 30/27,
M.D.M. CALIF. DIV. HWY. BRASS
CAP IN L.H.
h
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
APPROVED BY:
RAUL M. ROJAS RCE 39880 EXP. 12 -31 -15
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
44-2
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PHASE FOUR I
S.E. COR. OF SEC. 35, 30/27,
M.D.M. CALIF. DIV. HWY. BRASS
CAP IN L.H.
h
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
APPROVED BY:
RAUL M. ROJAS RCE 39880 EXP. 12 -31 -15
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
44-2
1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICATION D3034 FOR SDR35. PIPE AND FITTINGS SHALL
BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW E3AKERSFIELD
PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S TR/'_xC � � ®, � � � � ES RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS 1 & 2
APPROVED BY THE CITY OF BAKERSFIELD.
ELG
C. INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN CONSTRUCTION PLANS
ACCORDANCE WITH ASTM D2321. ONLY CLASS I, Il, III; EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
1.4.2.3 ACRYLON 1 TRILE- BU TTADI ENE- STYRENE PIPE (ABS) SEWER ANA STORM DRAIN A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICATIONS D2680 AND D2751. PIPE AND FITTINGS SHALL
HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, PLANS AND PROFILES
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW
PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE
COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD,
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN
ACCORDANCE WITH ASTM D2321. ONLY CLASS I, II, III, EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE,
1.4.2.4 SYSTEM TESTING:
INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3,
WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO
THE CITY OF BAKERSFIELD. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST
AND INSPECTION.
1.4.2.5 LATERALS AND STUBS:
A. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE
PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON
PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED
AT PROPERTY LINE.
B. WYE FITTINGS SHALL BE IN -LINE TYPE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23
DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE
CENTERLINE OF THE MAIN.
C. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG
SOLVENT WELDED.
1.4.2.6 BACKFILL. COMPACTION AND PAVEMENT PATCHES:
BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARD DRAWING ST -13 ALL EXISTING PAVEMENT AND
SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6.
1.4.2.7 EXISTING FACILITIES:
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER,
FENCING, ETC.), THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
SEC. 1.4.3 MANHOLES AND CLEANOUTS (LAMPHOLES):
ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARD DRAWINGS S -7 AND S -8 AND SECTION 70 -1.02H
AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF
CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION.
ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARD DRAWING S -20.
SEC. 1.4.4 STANDARD FOR SEPARATION OF WATER AND SEWER LINES:
1.4.4.1 WATER LINES SHALL BE LAID IN SEPARATE TRENCHES AS FAR AS POSSIBLE
FROM NEARBY SEWER LINES. A MINIMUM HORIZONTAL SEPARATION OF TEN
(10) FEET IS REQUIRED.
1.4.4.2 WATER LINES SHALL BE LAID AT A HIGHER ELEVATION 'PHAN NEARBY
SEWER LINES.
1.4.4.3 WHEN PIPELINES CROSS, THE BOTTOM OF THE WATER LINE SHALL BE AT
LEAST TWELVE (12) INCHES ABOVE THE TOP OF THE SEWER PIPE.
1.4.4.4 WHERE STEEL CASINGS OR TUNNELS ARE USED FOR THE PASSAGE OF WATER
AND SEWER LINES UNDER RAILROAD TRACKS, HIGHWAYS OR OTHER
STRUCTURES, THE SAME SHALL BE SPECIALLY DESIGNED TO ELIMINATE
ANY HAZARD OF CONTAMINATION TO THE WATER SYSTEM.
STORM DRAIN NOTES:
SEC. 2.5.3 CLOSED CONDUITS:
2.5.3.1 THE MINIMUM INSIDE DIMENSION FOR A CLOSED CONDUIT SHALL BE 18
INCHES AND THE CLOSED CONDUIT SHALL BE PLACED WITHIN THE
TRAVELED WAY WHENEVER POSSIBLE.
2.5.3.2. THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHT
AS PRACTICABLE. MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS,
AT INTERVALS NOT TO EXCEED 600 FEET ALONG THE CONDUIT, AND
AT ALL BENDS SHARPER THAN 15 DEGREES. BENDS OF 15 DEGREES
OR LESS MAY BE CONSTRUCTED WITH PRE - FORMED ANGLED SECTIONS
OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED
PIPE.
2.5.3.3. CLOSED CONDUITS, INCLUDING NON - REINFORCED AND CAST -IN -PLACE
CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND
EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE CLEARANCE
BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT
DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING
AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE REQUIRED
IN ALL CASES. THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY
SHALL BE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION
OF 17HE ROAD. A MINIMUM OF CLASS Ili REINFORCED CONCRETE PIPE
OR EQUIVALENT NON - REINFORCED PIPE SHALL BE USED IN ALL
TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10
FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED AT ALL
SIPHON LOCATIONS AND FOR ALL JOINTS WHERE PIPE FLOWLINE
IS BELOW HYDRAULIC GRADE ELEVATION AT THE OUTLET.
Drawing File: FrSEW7231
01/31/2014
ADDITIONAL NOTES:
1. ALL COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED
BY THE CITY ENGINEER.
2. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL
COMPACTION FOR FLEXIBLE PIPE.
3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY
CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. 661 - 326 -3049
4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
DAYS PRIOR TO CONSTRUCTION. (1- 800 - 227 -2600)
5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A
SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND
INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF
A PERMIT.
6. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL SEWER LINES
SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS
PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION
CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO
VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED.
THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUC-
TION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUS-
TODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY
PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE
SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETE "CHAIN
OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATION-
ING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL
CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR
VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO
CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY.
7. "A PRE - CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT.
CONTACT THE CONSTRUCTION DIVISION AT (661) 326 -3106 OR
(661) 326 -3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED
START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -
CONSTRUCTION CONFERENCE."
8. "CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS
FOR THE DURA11ON OF THE WORK, INCLUDING NIGHTS, WEEKENDS,
AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE
GUIDLINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRAN-
SPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION
AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE
FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES.
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY
ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION.
NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION
BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED
BY THE CITY ENGINEER."
9. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC
SEWER PIPE WITHIN THE PIPE ZONE.
10. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO
CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT
EXIST, REPLACE STUB TO MANHOLE.
11. ALL STORM DRAIN PIPE TO BE CL III RCP -RGJ TYPE.
12. ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES-
POND TO THOSE SHOWN ON THE APPROVED DRAINAGE STUDY.
13. TRENCHING TO BE PER C.O.B. STD. SW -9
BACKFILL COMPACTED TO 95% RELATIVE
COMPACTION BETWEEN EXISTING OR FUTURE
BACK OF CURB LINES OF STREETS, EXISTING
OR FUTURE RIGHT OF WAY LINES OF ALLEYS.
BACKFILL COMPACTED TO 90% RELATIVE
COMPACTION IN ALL OTHER AREAS.
FINISH GRADE
N
RIGHT -OF -WAY PROPERTY LINE
GROUND _ 2 "x4 °x12" STAKE
14 GAUGE WIRE
SEWER LATERAL I
— � PLUG
i
4.0' MIN.
SEWER LATERAL MARKER
N. T. S.
INSTALL AT END OF ALL LATERALS
U- o �_ -- BACKFILL COMPACTED TO 90%
= w RELATIVE COMPACTION
o�
i ° _ °
z O z O
~ PIPE OD ~ UPPER LIMIT OF PIPE ZONE
SHALL BE TWELVE (12)
2" MAX. 12" MAX. INCHES ABOVE TOP OF PIPE BELL
'I OR THE OUTSIDE
6" MIN. 6" MIN. 1 DIAMETER OF PLAIN END PIPE.
PIPE ZONE, BACKFILL COMPACTED
TO 90% RELATIVE COMPACTION
PIPE OR
CONDUIT
STANDARD TRENCH DETAIL ST - 22
TRENCH BACKFILL AND COMPACTION
REOUIREMENTS N.T.S.
7? ZZ,3 /
"RECORD DRAWING-
CORRECTIONS ®Y:
DATE----/-/,:? -/3
o4g4FES8I0 N9� TRACT No. 7231 — PHASES 1 -2
-
�; SEWER & STORM DRAIN
w No. 35473 L1
9/30/15 xT SmithTech USA PLANS
11�.FILES'
T I N C 0 R P 0 R A TIE 0
THE HABERF ELDE BUILDING
OFI CALF 1424 17TH STREET,
BAKERSFIELD, CA 93301 ROBERT E. SMITH RCE 35473 DATE
(661) 327 -8492 JOB NO. - 12 -105 SHEET 2 OF 7 SHEETS
/, o)- -2a31 p / - d-
4gpFESSION
�� RT E. S Al
--
w No. 35473 ROBERT E. SMITH RCE 35473 DATE
z Of
9/30/15 '
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100.00 LF. 6' SEWER
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EX, 6 SEWER
— � _
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cl-
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5
33 9 20 20
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14
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12 18 r18
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En
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STD. STREET LIGHT — 9500 LUMEN PER COB STD ST 14
SEE SHEET
6 ° ±
� F9 -
+
STD. CITY STREET NAME SIGN PER COB STD T -1
Y
o
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L
STD. WHEEL CHAIR RAMP PER COB S7D ST 9 AND
0 0
z
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AS REVISED CAL TRANS STD A —88A
U
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DRIVEWAY PER COB STD ST -4 AND T-12
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D-
RCP W/RGJ CL 111 STORM DRAIN PIPE — AS NOTED
CHIS 0-1 V
TPA I- I A 17—E-Y UE
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
SCALE: H ORI Z. 1" = 50'
Pll A S �
RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE.
VERT. 1" = 4'
10
11
12 13 14
15
16
-
-
I
APPROX.
--
-
- --
-FINISH— GRADE
_
APPR X. —
—
FINISH GRADL
ABOVE PIP
—
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ABOVE PfP€
348
-
346
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-
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344
-
--
344
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- - -
I
342
t
342
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-
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340
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.40
EX. 18" IN V.
337.25
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-
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338 �
-
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340.25 -NHS
- -
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�
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- -
-
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--
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- --
- --
-
336
1
-
- _ _
-
336
EX. 30" INS--
336.25 E.
- —
—
513+ -
LF. 3 —
- - CL III RCP 0»
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STORM DRAIN
— _
-
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EX. 30 INV.
33.
332
332
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INSTALL 311.
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cn
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r
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- --
- TRA
C T No.
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SE ONE'
—
SE WEB
=.
PL�1 &
PROFIL
- -
-- --
'C �0 TPA _
-
_
_
SHEET 3 OF 7 SHEETS
SCALE: H ORI Z.
VERT.
' e�
346
344
342
340
338_
336
334
332
330
cn ^
_ ^
17 p J p J
Z �-•� w � � Z Z
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00
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1211 X18 12 �' �, ! `� 20' 20' N r -7 � ul
2 2 ,�. ,�. 5 ¢ 6 i Q Q 8 9 Q
a �
29 N N cn cn N cn
= I�
L1 T A' , "
29' L2 'B'
5 �¢ L3 24 =S.D.� 00 12 4' SEWER LATERAL (TYP.) 15 16
10+00.00 -
18' S D L4 11 00 400.00 LF. 8 SEWER 13 S 89'03'43' E 14 400.00 LF. 8' SEWER
28
� S 89'03'43° E
N
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29' co rn A N N ,0 I
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SEE SHEET 6 1 I
Uo cn Q N C/) cn cn N
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EASEMENT TO BE PROVIDED PRIG
°Q Z M I TO RECORDA TI t OF FINAL MAP
-) CD ° Zii� 10' REc, 14 1y6��►5°�
M 4m o' ° ° °^ S 89 °03'22" E
cn c) N\� ( TRACT BOUNDARY
cn v 3 M o STA. 11 +89.68 INSTALL PLUG
+ C6 00
° C-3 L2.=. (180.00' RT.)
II
L' B'
RIO LODO LAYVE
1 It = 50'
1 is = 4'
DR. 34.93
- t- \
32.16± tf.- '
CL III RCP W/RGJ
STORM DRAIN PIPE
S
18' INV
.W.10 E.
Q B4 4
f[I;
PHASE 2
S.D. LINE TABLE
4gOFESSip
E.
w No. 35473 �
9/30/15 x'
ATE OF C AbI���
o + Z
3cr.h �
�cl) Q= _
0
13 20
1yP 40' `"
14 10 20 Er 7
0 10
0
N
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S 76 1 °09 W
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FTC
OJT
Q� �O
LINE
BEARING
DISTANCE
L1
N 63 °24'59" W__32.16'
O ^
L2
S 63 °24'59" E
43.27'
L3
S 00 °56'17" W
z �
L4
N 00 °07'27" W
25.00'
12" BOTH WAYS
1 1/4 T
o_
STD.
WHEEL CHAIR RAMP PER COB STD ST -9 AND
AS REVISED CAL TRANS STD A -88A
= CO
DRIVEWAY PER COB STD ST-4 AND T-12
T
TYP.
TYPE nA " CA TCH BASIN PER COB STD D -14
-<>
RCP
W/RGJ CL llI MANHOLE TYPE "A" PER COB STD. SW -4
S.D.
RCP
W/RGJ CL 111 STORM DRAIN PIPE - AS NOTED
LO
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
J J
W W
RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE.
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PHASE 2
S.D. LINE TABLE
4gOFESSip
E.
w No. 35473 �
9/30/15 x'
ATE OF C AbI���
o + Z
3cr.h �
�cl) Q= _
0
13 20
1yP 40' `"
14 10 20 Er 7
0 10
0
N
� Q
co
42 d cn
1g
g,
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`'
W
S 76 1 °09 W
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co to
seeSyF 20 0
FTC
OJT
Q� �O
LINE
BEARING
DISTANCE
L1
N 63 °24'59" W__32.16'
18 " -33"
L2
S 63 °24'59" E
43.27'
L3
S 00 °56'17" W
15.00'
L4
N 00 °07'27" W
25.00'
11 12 13 14 15 16 17 18 19 20
APPROX
346 -- . _ 346 -
-- �°; -- FINISH GRADE -_ _ _ 6"
- - ABOVE PIPE 344 - #4 BAR (SEE NOTE)
344 - -
339.06 N/S Q °z cD z _ _
REINFORCEMENT FOR CONCRETE PLUG
PIPE SIZE
REINgO CFED
DISCTACNCE
S
18 " -33"
#2
12" BOTH WAYS
112 T
36 " -54"
#3
12" BOTH WAYS
1/3 T
60' -84°
#4
12" BOTH WAYS
1 1/4 T
CITY STREET NAME SIGN PER COB S 7 T -1
STD.
WHEEL CHAIR RAMP PER COB STD ST -9 AND
ROBERT E. SMITH RCE 35473 DATE
7-,,e 7 .931
'RECORD DRAWING-
CORRECTIONS By-A4-1"
DATE-- - -�4lZ /3
LEGEND
•
STD.
Cl TY SURVEY MONUMENT ENCASEMENT PER COB STD ST -13
a_
(TO
BE CONST OR EXISTS AS NOTED)
-
TYP
SEWER MAIN & MANHOLE TYPE "A" PER COB STD SW -4
�-
TYP.
SEWER MAIN & CLEANOUT PER COB STD SW -6
4
S7D.
STREET LIGHT - 9500 LUMEN PER COB STD ST 14
+
STD.
CITY STREET NAME SIGN PER COB S 7 T -1
STD.
WHEEL CHAIR RAMP PER COB STD ST -9 AND
AS REVISED CAL TRANS STD A -88A
DRIVEWAY PER COB STD ST-4 AND T-12
T
TYP.
TYPE nA " CA TCH BASIN PER COB STD D -14
-<>
RCP
W/RGJ CL llI MANHOLE TYPE "A" PER COB STD. SW -4
S.D.
RCP
W/RGJ CL 111 STORM DRAIN PIPE - AS NOTED
NOTE:
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
J J
W W
RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE.
342 - 24' INV TR. BNDY. \ O � 0 4 -
33$ 185 00t LF. 24„ N - SEE REINFORCEMENT FOR
340 CL III RCP W/RGJ 340 CONCRETE PLUG NOTE: STEEL HANDLE FOR REINFORCED CONCRETE PIPE PLUG
____ - -- SHALL BE LOCATED 1/4 I.D. ABOVE CENTER POINT OF
STORM DRAIN PIPE - - - -_ -
S = +0.108% �38 S - - PLUG. TWO STEEL HANDLES WILL BE REQUIRED ON PLUGS
-- T = LENGTH OF PIPE GROOVE OF 36 PIPES OR LARGER AND SHALL BE PLACED 1/4 LD
338 STA. ,, +e9.s8 -_
STA. ii +89.68
- - STA. 11 +89.68 - T APART AND 1/4 I.D. ABOVE CENTER OF PLUG.
INSTALL PLUG - -_
- - - - - - -- - -- -- - - - - - -- --
I ,
SECTION _'132 - - APPROX.
FINISH GRADE \
5 ti
ABOVE PIPE
4 ,
- -- - - - -- - - - -- - -
--
- - - - -
43.271 LF. 140 - -
s CL III RCP W/RGJ -
18" INV STORM DRAIN PIPE I
340.00 W. I S = +0.231% 141.91± LF. 24' - --
CL III RCP W /RGJ
i STORM DRAIN PIPE -
S = +0.1416
24" INV 18' INV
24" INV A. 338.70 W/E i 339.20
338.60 N/E - --
+- - - -
IQ
M - -
O N
LaJ Z
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co cc
M M -M - -
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24 W-!_ _ _ -
_M % W S
00
co
4W.0 jF- -T PVC SEWER MAIN
-= =O 3507
INSTALL 400.00 LF. 8' PVC SEWER MAIN
- S = 0.350% --
-- I-
o-
0
z
a_
-
M
O
ui
+
jd--
338
336
334
INSTALL 400.00 LF. 8' PVC SEWER MAIN
- S = 0.350% --
-- I-
o-
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w
-
344
342
340
338
336
334
M
Orrl)
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.* 00 00 INSTALL 206:39
IN
Ltw A
APPROX. -
-
FINISH GRAN
ABOVE PIPE
FL 344.73 FL 34476
DEP. 34.5S - -, DEP; 34459 - -
15.001 LF. 18' 25.01± LF. 18'
CL III RCP W/RGJ CL III RCP W/RGJ
STORM-DRAIN -0 6672 STORM DRAIN .4W% E
18" INV 18' INV
339.30 S. 2339.30 N.
STA. 10 +47.77 STA. 10 +48.23
C.B. 13 - -C.-B-. f 2
18' INV ^ \ 24' INV -
1 339.20 S f N _ 338. -74 �F
+
-
SECTION 'A'
I �
>
w
-
344
342
340
338
336
334
332
330
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S
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00
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Ltw A
APPROX. -
-
FINISH GRAN
ABOVE PIPE
FL 344.73 FL 34476
DEP. 34.5S - -, DEP; 34459 - -
15.001 LF. 18' 25.01± LF. 18'
CL III RCP W/RGJ CL III RCP W/RGJ
STORM-DRAIN -0 6672 STORM DRAIN .4W% E
18" INV 18' INV
339.30 S. 2339.30 N.
STA. 10 +47.77 STA. 10 +48.23
C.B. 13 - -C.-B-. f 2
18' INV ^ \ 24' INV -
1 339.20 S f N _ 338. -74 �F
+
-
SECTION 'A'
I �
348
346
-- --
-
344
342
340
338
336
334
332
330
jo A
�" R P 0
IRA CT No. 72�31HASE
`EWER & S D. PLAN & PROFILE-
RIO- TDRO LANE
SHEET 5 OF 7 SHEETS
1.�. C L V I - a-
-T�
TRACT No. 6410
68
LOT A
L.L.A. #05 -0557
PER CERTIFICATE
OF COMPLIANCE
PER DOC.
#0206.033630, °.
SCALE: H OR I Z. 1 It = 50'
VERT. 1" = 4'
kilT;j`
346
344
342
340
338
336
334
;.
0
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to
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2 7
22
20
,�.
20'
TYP.
28
STD.
WHEEL CHAIR RAMP PER COB STD ST-9 AND
10 -20 20 10
Z M
N Ld
o
10 20
20 10
TYP.
5
Z
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0
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m
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SEE SHEET 4
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o
Q
CV
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12
1.031%
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001
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155.21 LF. 6'
SEWER
1 00
N
00 °35'19" E
W
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+
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cv
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i
179.79 1 F. 6' SEWER
N 00 °35'19" E
°
i
N
�� �..g5
14
7A" 3
L"
d
12 18 18 12 Z
Q�
DISTANCE
L1 N
SEE SHEET 5 =
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_
O O
m N
�
W 0o
21
co
C) J
TYP.
�
Lu
Q
22
W�
5�
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STD.
WHEEL CHAIR RAMP PER COB STD ST-9 AND
10 -20 20 10
Z M
N Ld
o
10 20
20 10
TYP.
5
Z
N
0
z �
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r
~
z CL
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W W
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SEE SHEET 4
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10 20
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TYP.
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M M
3
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+
J
Q
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z
155.21
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w w
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4gpFESSIO�,
9
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� 9/30/15
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0 - C ALZ���
ROBERT E. SMITH RCE 35473
7�
ORECORD DRAWING"
CORRECTIONS BY:�
DATE Z-IZ - -/S
3Q /Z
DATE
N 00 °35'19"
E
o
STD.
Cl TY SURVEY MONUMENT ENCASEMENT PER COB STD ST 13
EX. 0' INV
(TO
17 1jk�j
}
TYP.
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24" 1NV
TYP.
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E
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STD.
5�
v
STD.
WHEEL CHAIR RAMP PER COB STD ST-9 AND
�.
AS REVISED CAL TRANS STD A -88A
10 20
20 10
TYP.
TYPE "A" CATCH BASIN PER COB STD D -14
SEE SHEET
3
a
S.D.
RCP
W/RGJ CL lIl STORM DRAIN PIPE - AS NOTED
Ln
NOTE:
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w
CD
<"
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
z
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4gpFESSIO�,
9
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w No. 35473
� 9/30/15
elviv
0 - C ALZ���
ROBERT E. SMITH RCE 35473
7�
ORECORD DRAWING"
CORRECTIONS BY:�
DATE Z-IZ - -/S
3Q /Z
DATE
APPROX. APPROX.
FINISH GRADE - FINISH GRADE-----
74BOVE PIPE-, � . � - - ABOVE -__P� 348
zc
�P
__ - - -- --- - - - - -- - - -- �, — 346
305.54± LF. 24" 1
CL. III RCP W /RGd -
STORM DRAIN PIPE 24208f LF. 24"
S = - 0.098% - - cl. III RCP W/RG4 - - - -- t
- ___ STORM DRAIN PIPE
� SEE SECTION S = — 0.640 -- -- -
-
-- -18" INV
338.40 E.
LEGEND
o
STD.
Cl TY SURVEY MONUMENT ENCASEMENT PER COB STD ST 13
EX. 0' INV
(TO
BE CONS OR EXISTS AS NOTED)
}
TYP.
SEWER MAIN & MANHOLE TYPE "A" PER COB STD SW -4
24" 1NV
TYP.
SEWER MAIN & CLEANOUT PER COB STD SW -6
S7D.
STREET LIGHT - 9500 LUMEN PER COB STD ST 14
+
STD.
Cl TY STREET NAME SIGN PER COB STD T -1
STD.
WHEEL CHAIR RAMP PER COB STD ST-9 AND
X30 �S
+
AS REVISED CAL TRANS STD A -88A
DRIVEWAY PER COB STD ST-4 AND T -12
T
TYP.
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NOTE:
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
I
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE.
APPROX. APPROX.
FINISH GRADE - FINISH GRADE-----
74BOVE PIPE-, � . � - - ABOVE -__P� 348
zc
�P
__ - - -- --- - - - - -- - - -- �, — 346
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CL. III RCP W /RGd -
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- ___ STORM DRAIN PIPE
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-
-- -18" INV
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EX. 0' INV
24" 1NV
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EXISTING PER TR
6152 PH. 5
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9/30/15
�c
s� CIVIL
9TH OF CAL����
LEGEND
ROBERT E. SMITH RCE 35473 DATE
-r12 7,; 3 I
'RE "D DRAWL"
CORRECTIONS BY:
DACE /s -Z . !(
o
STD,
CITY SURVEY MONUMENT ENCASEMENT PER COB STD ST -13
(TO
CA
T YP,
SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4
o
o
Z 3
Z Cn
CDC
STD,
STREET LIGHT - 9500 LUMEN PER COB STD ST -14
+
S.TR
CITY STREET NAME SIGN PER COB STD T -1
mi
000 m
d^ i f
a
R
- C.D
r, �
W
- D•-
RCP
V /RGJ CL III STORM DRAIN PIPE - AS NOTED
O
C4 CV p
OR
CN CN
Z Z
Cn
W
z =
--
F--c0
EXISTING PER TR
6152 PH. 5
RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE.
43t LF. 8' PVC
SEWER MAIN
e-= --rr- der_-
- - - - --
iF
_ - INSTALL 71.35 LF.
8 PVC SEWER MAIN
1!'>!
z z INSTALL 121.26
0 °0 8' PVC SEWER
LF. W
MAIN N = �
- -_ -- --
Q
z -
O
wLn
W C-0 CO
o o
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S -= = -0.350'x- S = - 0.355% -
353X - --
- -- -
_ -
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cl- �--=
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-
cn
x - --
� 4gOFESSIp`9 \'�
E.
w No. 35473
9/30/15
�c
s� CIVIL
9TH OF CAL����
LEGEND
ROBERT E. SMITH RCE 35473 DATE
-r12 7,; 3 I
'RE "D DRAWL"
CORRECTIONS BY:
DACE /s -Z . !(
o
STD,
CITY SURVEY MONUMENT ENCASEMENT PER COB STD ST -13
(TO
CA
T YP,
SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4
o
o
Z 3
Z Cn
CDC
STD,
STREET LIGHT - 9500 LUMEN PER COB STD ST -14
+
S.TR
CITY STREET NAME SIGN PER COB STD T -1
mi
000 m
d^ i f
a
R
- C.D
r, �
W
- D•-
RCP
V /RGJ CL III STORM DRAIN PIPE - AS NOTED
O
C4 CV p
OR
CN CN
Z Z
Cn
W
z =
--
F--c0
EXISTING PER TR
6152 PH. 5
RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE.
43t LF. 8' PVC
SEWER MAIN
e-= --rr- der_-
- - - - --
iF
_ - INSTALL 71.35 LF.
8 PVC SEWER MAIN
1!'>!
z z INSTALL 121.26
0 °0 8' PVC SEWER
LF. W
MAIN N = �
- -_ -- --
-
x
W- --
- - - -- --
S -= = -0.350'x- S = - 0.355% -
353X - --
� 4gOFESSIp`9 \'�
E.
w No. 35473
9/30/15
�c
s� CIVIL
9TH OF CAL����
LEGEND
ROBERT E. SMITH RCE 35473 DATE
-r12 7,; 3 I
'RE "D DRAWL"
CORRECTIONS BY:
DACE /s -Z . !(
o
STD,
CITY SURVEY MONUMENT ENCASEMENT PER COB STD ST -13
(TO
_ui
UD
�-
T YP,
SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4
Ln
TYR
SEWER MAIN & CLEANOUT PER COB STD SV -6
D r7
STD,
STREET LIGHT - 9500 LUMEN PER COB STD ST -14
+
S.TR
CITY STREET NAME SIGN PER COB STD T -1
T
T YR
� w
�
RCP
W
- D•-
RCP
V /RGJ CL III STORM DRAIN PIPE - AS NOTED
PT, RADIAL TO CENTERLINE STA. - AS NOTED
NOTE:
- - -
z =
--
F--c0
EXISTING PER TR
6152 PH. 5
RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE.
43t LF. 8' PVC
SEWER MAIN
e-= --rr- der_-
- - - - --
� 4gOFESSIp`9 \'�
E.
w No. 35473
9/30/15
�c
s� CIVIL
9TH OF CAL����
LEGEND
ROBERT E. SMITH RCE 35473 DATE
-r12 7,; 3 I
'RE "D DRAWL"
CORRECTIONS BY:
DACE /s -Z . !(
o
STD,
CITY SURVEY MONUMENT ENCASEMENT PER COB STD ST -13
(TO
BE CONST OR EXISTS AS NOTED)
�-
T YP,
SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4
TYR
SEWER MAIN & CLEANOUT PER COB STD SV -6
-a
STD,
STREET LIGHT - 9500 LUMEN PER COB STD ST -14
+
S.TR
CITY STREET NAME SIGN PER COB STD T -1
T
T YR
TYPE 'A' CATCH BASIN PER COB STD D -14
�
RCP
V /RGJ CL III MANHOLE TYPE 'A' PER COB STD, SV -4
- D•-
RCP
V /RGJ CL III STORM DRAIN PIPE - AS NOTED
PT, RADIAL TO CENTERLINE STA. - AS NOTED
NOTE:
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE.
344 1
340 1
3321
llt�e-1 * US1
TRA6 T No, 7231 -- - PHASE 2
- SEER PL AM- PROFILE WMUSE TRAIL ROAD
SHEET 7 OF 7 SHEETS