HomeMy WebLinkAbout1.7-6183 Record DrawingGENERAL NOTES
1. ALL GRADING SMALL COM " APPENDIX J - CALIFORNIA BLUM CODE
AND STANDARDS PERTAWG 11iNEREOF AND PRIMARY SOILS REPORT
BY SOILS ENMED- , INC DATfO CI6J�/�.�
2.. _ 1HE DESIGN EWNEER SMALL DOM &PMT SUPERWOR CONTROL
MANG GRAS AND CONSTRUCTON TO INSURE COIMPLIANCE WITH THE
PLANS, SOILS REPORT, SFEORCATIOAI,S AND CODE WITHIN HIS PURMEW.
3. GRADING WOK WILL BE SLPERVtBED AS ENdNEM GRADING IN
ACCORDANCE WITH ABX J OF THE CALIFORNIA BUILDING COIF.
4. SURFACE DRAINAGE TO BE ONE (11) PEiCENT 1 1 TO APPROVED
DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL
5. CIVIL ENGWEER, GE07ECFIi M ENGINEER AND BUU= OFFICIAL WILL. BE
NOVO FORTY EIGHT (48) HOURS PRIOR 10 PLACING ANY FILL MATERIAL
6. ALL FILL TO BE COMPACIM TOA MINIMUM OF NINETY (" PERCENT
MAXIMUM DENSITY AS DE101MIMED BY APED METHOD PER APPENDIX
J OF THE CU0MT CALIFORNIA BUILDW CODE AND CERT#ED BY
TESTS AND REPORT FROM SOILS Eta.
7. FILL MATERIAL MALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6)
INCHES IN COMPACIED THS AND CO PAC1ED AT OPTIMUM MOISTURE
CONTENT BY AN APPROVED METHOI -
8. ALL FILL AREAS TO BE CLEARED OF ALL 1NEGETAI N AND OTHER
LINSINTABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED
TO A DEPTH OF SIX (6) INCHES.
9. FACES OF ALL CUT AND FILL SLOB TO BE SHALL BE PLANTED WITH A
GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION.
10. ALL CUT AND/OR FILL SLOPE SHALL NOT RF STEEPER THAN TWO (2)
HORIZONTAL TO ONE (1) VERTICAL
11. BERMS OR DRAINAGE DEIACES ARE REQUIRED AT TOP OF ALL FILL SLOPES.
12 DIVERIER TERRACES (SWALES) WITH TOE (3) FEET MINIMUM WOTH AND
ONE (1) FOOT MINIMUM D£P1I'I ARE REOM AT TOP OF CUT AND FILL
SLOPES WHEN EXISTING TERRAIN SLOPS TOWARD TOP OF CUT.
13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (51) SHALL BE KEYED
AND BENCHED TO SUPPORT FILL
14. ALL FILL SLOPES SHALL NOT CUT WIIHNIN TWELVE (12) FEET
HORIZONTALLY OF THE TOP OF EXISTING MD/OR PLANNED SLOPES.
15. ALL SLOPES IN EXCESS OF Tiff (3) FEET MINIMUM WIDTH AND ONE (1)
FOOT f NEPIHN ARE REMW AT TCP OF CUT SLOPS *0 EXISTING
TERRAIN SLOPES TOWARD TOP OF CUT.
16. ALL CONSTRUCTION EtXHf SMALL BE TLS AND MAINTAINED IN
ACCORDANCE WITH 1IE MANI FACUMS SPECT CATOAIS.
17. WORK CREWS SHALL SHUT OFF CONSMX11 N EQUIPMENT *0 NOT IN
USE
18. ANY WORK MINN EXISTING CITY RK;I•IT OF WAY WILL REQUIRE AN OPEN
STREET PERMIT.
19. USA NOTE-
-M CONTRACTOR IS NESPMOBLE TO CALL- U.S.A. ALERT BEFORE BEGINNING
ANY WORK ON THE PROJECT (1-800-227—).
AN OPEN STREET PERMIT SMALL BE 08TAINO FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARAOT FOR ANY WORK PERFORMED WITHIN EXISTING
ACCEPTED STREET RIGHT OF WAY. UAEESS SECURED BY A SUBDWNSLON AGREE—
MENT, SECURITY BASED ON AN APPROVED DIGINEEWS ESIIMATE FOR THE WORK
PERFORMED WITHIN R04T OF WAY AND INSURANCE AS REQUIRED SHALL BE
PROVO® PRIOR TO ISSUANCE OF A PENT
IF THE PRO,ECT IS SUBJECT TO THE pRMW OF THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (LAS), A -NOTICE OF INTENT" (W) TO COMPLY
WITH T1E IM OF THE t;Dak PETIT TO DISCHARGE STORM WATER ASSOCIATED
WITH CONSIRUfCTION AC11VM (WO ORDER NO. 92-08-DVID) MUST BE FILET? WITH
STATE WAIER RESOURCES CONTROL. BN M IN SACRAMEhM BEFORE M BEGS
OF ANY CONSRUCTION ACWWY. COMPUMM WIN TINE GMAL PERMIT REQUI10
THAT A S=M WATER POtLIM PEOM PIAN (SWPPP) BE PREPARED' CONTW_
tOLMY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PEOt.NC 1NSPECIIBN DURING
NORMAL fOAS1RUC1= HOBS.
THE LANDSCAPED AREAS ARE TO BE DESK AND GRADED TO MINIMQE
EXCESS LANDSCAPE DRAINAGE ACROSS THE Sl"ALK FOR 1HOM AREAS
OVER 2X;
Ti
THE SOI. CALCULATIONS ARE BASED ON GRADING
LINES AND ELEVATIONS SHOWN ON TAE BRAIIIINGS
AND ARE FOR PERMIT PLUS ONLY ACTUAL
QUANTILES OF EARINWORK CSD VARY FROM
THAT STATED DEPENDING UPON VARYING SOI.
DENSITIES AND ON THE OEM OF SLUE PREPA-
RATION ACTUALLY PERFORMED IN THE FIELD -
IT IS THE INTENT OF 714E ENGINEER THAT COMPLETED
GRADING LEAVES NO DMT OR IMPORT TO AN ISH
THS, ADJJSIBT OF PADS MAY BE IiECESSARY
AND WILL L BE DKCTND3 BY 1 EUMM
E IT APPEARS ADDU LISTS MAY BE WffSSARY,
SUFFICIENT N011ICE MUST BE GM TO THE DOW
SO THAT ADJRSIMENIS MAY BE MADE PRIOR TO
COMPLETION OF GRADING YORK.
SOIL CALCULATIONS:
CUT 3,960 CY
FILL 3,730 CY
SHRINKAGE 790 CY
SUBSIDENCE 1,640 CY
TRACT No. 6183
GRADING PLAN
a M U
INTERSECTION ROSEDALE HWY AND OLD
FARM RD. BM NO. 3-114
ELEV. 366.70
U.S.G.S. DATUM
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXLSTE NCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A AR04 OF REORDS- TO THE
OF OUR KNOWIM THERE ARE NO EXISTI�NGG UPLITIES EXCEPT T� SHOWN ON THIS MAP. ST
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTHLITY 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 PANS
AND ANY ERRORS, ISSIONS, OR VIOLATIONS OF THOSE ORDINANCES' STAN�
DARDS, AND DESIGN �CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION-
ROBLOT E. SMITH RCE 35473 DATE
EXP. 9-30--15
REAR P.L.
f /
"All /
/1000o=_ -- — — — — 7
Com/ // 4V
hA° // / BUILDING
PAD1,
2
LEGEND
VICINITY MAP
NOT TO SCALE
SECTION 25, T29S, R26E
TYP.
TYPE '"A" CATCH BASIN PER COB STD D-14
!
— -- TMP.
STORM DRAIN PIPE AS NOTED
An
• STD.
CITY MONUMENT ENCASEMENT PER COB S7D ST -13
(TO
BE CONST. OR EXISTS AS NOTED)
\p
4--
CENTER LINE
STREET SLOPE
CB
GRADE BREAK
6' BLOCK WALL
CR
CURB RETURN
SLOPE SECII�i DETAIL
EP
EXISTING PARENT A A'
OTHERWISEPINDICATED THESE P ANSVVtSE
PRC
PT OF REVERSE CURVE
i
PIVC
PT OF VERTICAL CURVE
STREET WIDTH
BC
BEGINNING OF CURVE
i
M
EC
END OF CURVE
�.-
LOT GRADING
PCC
PT OF COMPOUND CURVE
TRANSTRANSITION
FEC
FLOW LINE
00.0
LOT PAD ELEVATION 000%—_-2_
SLOPE OF FLOW LINE
COMPLETED BY BUILDER AT TIME OF HOU
S
CONSTRUCTION.
PADS TO BE GRADED FROM FRONT TO
BACK AT .5% AT ROUGH GRADE
TYPICAL LOT GRADING
,,..,., t=ilc• Fr(:Rf1R1R3 �"
28/2014
ADDITIONAL NOTES
OWNER: GIBBONS & WHEELAN, INC.
3809 STOCKDALE HWY.
BAKERSFIELD, CA 93309
ENGINEER: SMITHTECH/USA, INC.
1424 17TH STREET
BAKERSFIELD, CA 93301
LL
w t
Q0-)
in Il.
a� LL1 75;
00 CD
in c
O d -
z `�J- z
�0N
m
l --
U
fy
I—
V
TRACT MAP NO. 4908
MAP BOOK 36, PAGE 63
N 89'10'05" W 659.81 ZONING: R -S TRWrBO ADAW
"r-t;EIVED
FEB 0 7 20j4
M - OF, SA ER NE
SEE SHEET 3 �
i
i
!
NOTES:
4 �
6 5 3 2
An
SIDEYARD SLOPE TO BE 2% FOR 10'
ti� ---1
\p
OR. TO PROPERTY UNE AS SHOWN
i
-------
a
t.
ALL LOTS TO BE GRADED ACCORDING
wI
vAR•
TO THE L UNI ESS OTHER
ICAL ION
FRONT P.L.
OTHERWISEPINDICATED THESE P ANSVVtSE
i
FINISH GRADING & SWALES TO BE E
COMPLETED BY BUILDER AT TIME OF HOU
S
CONSTRUCTION.
PADS TO BE GRADED FROM FRONT TO
BACK AT .5% AT ROUGH GRADE
TYPICAL LOT GRADING
,,..,., t=ilc• Fr(:Rf1R1R3 �"
28/2014
ADDITIONAL NOTES
OWNER: GIBBONS & WHEELAN, INC.
3809 STOCKDALE HWY.
BAKERSFIELD, CA 93309
ENGINEER: SMITHTECH/USA, INC.
1424 17TH STREET
BAKERSFIELD, CA 93301
LL
w t
Q0-)
in Il.
a� LL1 75;
00 CD
in c
O d -
z `�J- z
�0N
m
l --
U
fy
I—
V
TRACT MAP NO. 4908
MAP BOOK 36, PAGE 63
N 89'10'05" W 659.81 ZONING: R -S TRWrBO ADAW
"r-t;EIVED
FEB 0 7 20j4
M - OF, SA ER NE
N 89"10'05" W 659.83 TRACTBOIMW
PARCEL 2 OF PARCEL MAP NO.
4244 P.M. BOOK 19 PAGE 130
LEGAL DESCRIPTION ZONING: R -S -5A
PARCEL 1 OF PARCEL MAP N0. 4244 SEC
25-295-26E, IN THE CITY OF BAKERSFIELD.
COUNTY OF KERN, STATE OF CALIFORNIA
BASIS OF BEARINGS:
THE BEARD OF N 00 421' E PER
PAROL MAP 4244 IN THE OFFICE OF
THE KERN COUNTY RECORDER WAS TAKEN
AS THE BASIS OF BEARINGS SHOWN HEREON.
R.O.W. A'
5'
Z
0
PAD CL
I
z I
a
VARIES --�'
2:1 MAX.
TY01CAL STEP SECTION
SIDE YARN 0 R. 0. W
T_
TRACT BOUNDARY
I
D 6' ax WALL
ADDITIONAL NOTES ON SHEET TWO
ADJACENT PAD
PROPERTY RETAINING
APN NUMBER:
496-020-040
t
TRACT BOUNDARY
B 66' UWWALL sin B
2' BENCH
VARIES
ADJACENT 2:1 MAX.
PROPERTY PAD
RAD
TYPICAL STEP SECTION
0 TRACT BOUNDARY
*RETAINING WALL(S) PER SEPARATE PERMIT*
PERMIT NUMBER
®, 13-40000050
.I
TYPICAL STEP SECTION
® TRACT BOUNDARY
E.
Qat f��
4S-zliII&7 Ta /f.33
"RECORD DRAWMit1" cc No. 3573
� Exp. 9-30-17
CORRECTIONS BY.
sa CIV,
DATE---/
TOTAL ACREAGE
TOTAL ACREAGE: 4.66 GROSS AC.
TOTAL LOTS: 12 BUILDABLE
SCALE: 1" = 100'
6 FT 1VT 206 Fr 306 Fr
TRACT BOUNDARY
iib"
6" MAX
(! EXISTING i C s
6' BIX WALL ' 6' BILK WALL
PAD
"RETAINING
ADJACENT
PROPERTY
PAD
TYPICAL STEP SECTION
0 TRACT BOUNDARY
O O
10
O O
1 C6
O
O..
z
z-7
C� O
Q N
The GRADING PLAN as shown on this drawing is hereby approved,
subject to any indicated corrections or additions. Approval by the Public
Works Department and Building Department indicates approval only
as to design criteria used and conformance to City Standards, Codes
and Ordinances. Engineer for the subdivider or developer shall be
responsible for accuracy of calculations for this plan and shall submit
a certified "as -graded" plan after completion of the grading.
APPROVED BY:
Z
:Pub' W int ar
Building t ent Date
1z TRACT N0. 6183
SmithTeclht VSA
INC ORP ORATED
HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD, CALIFORNIA 93301
(661) 327-8492
GRADING PLAN
/-
ROBERT E. SMITH RCE 35473 DATE
JOB NO. - 13-104 SHEET 1 OF 5 SHEETS
SEE SHEET 3 �
i
i
!
4 �
6 5 3 2
j
w
�
I
i
Z
'
wI
l
>'
i
i
i
i
— — — — — — — — — — — — — — — — — — — —
?DFLSIERRA LANE
I
i
M
i
Qs
e
�.-
cV
n
UJ
i
i
I
in
CN
11 '
7 8 10 12
C14
'
I
I
U)
r
i
i
SEE SHEET 3
N 89"10'05" W 659.83 TRACTBOIMW
PARCEL 2 OF PARCEL MAP NO.
4244 P.M. BOOK 19 PAGE 130
LEGAL DESCRIPTION ZONING: R -S -5A
PARCEL 1 OF PARCEL MAP N0. 4244 SEC
25-295-26E, IN THE CITY OF BAKERSFIELD.
COUNTY OF KERN, STATE OF CALIFORNIA
BASIS OF BEARINGS:
THE BEARD OF N 00 421' E PER
PAROL MAP 4244 IN THE OFFICE OF
THE KERN COUNTY RECORDER WAS TAKEN
AS THE BASIS OF BEARINGS SHOWN HEREON.
R.O.W. A'
5'
Z
0
PAD CL
I
z I
a
VARIES --�'
2:1 MAX.
TY01CAL STEP SECTION
SIDE YARN 0 R. 0. W
T_
TRACT BOUNDARY
I
D 6' ax WALL
ADDITIONAL NOTES ON SHEET TWO
ADJACENT PAD
PROPERTY RETAINING
APN NUMBER:
496-020-040
t
TRACT BOUNDARY
B 66' UWWALL sin B
2' BENCH
VARIES
ADJACENT 2:1 MAX.
PROPERTY PAD
RAD
TYPICAL STEP SECTION
0 TRACT BOUNDARY
*RETAINING WALL(S) PER SEPARATE PERMIT*
PERMIT NUMBER
®, 13-40000050
.I
TYPICAL STEP SECTION
® TRACT BOUNDARY
E.
Qat f��
4S-zliII&7 Ta /f.33
"RECORD DRAWMit1" cc No. 3573
� Exp. 9-30-17
CORRECTIONS BY.
sa CIV,
DATE---/
TOTAL ACREAGE
TOTAL ACREAGE: 4.66 GROSS AC.
TOTAL LOTS: 12 BUILDABLE
SCALE: 1" = 100'
6 FT 1VT 206 Fr 306 Fr
TRACT BOUNDARY
iib"
6" MAX
(! EXISTING i C s
6' BIX WALL ' 6' BILK WALL
PAD
"RETAINING
ADJACENT
PROPERTY
PAD
TYPICAL STEP SECTION
0 TRACT BOUNDARY
O O
10
O O
1 C6
O
O..
z
z-7
C� O
Q N
The GRADING PLAN as shown on this drawing is hereby approved,
subject to any indicated corrections or additions. Approval by the Public
Works Department and Building Department indicates approval only
as to design criteria used and conformance to City Standards, Codes
and Ordinances. Engineer for the subdivider or developer shall be
responsible for accuracy of calculations for this plan and shall submit
a certified "as -graded" plan after completion of the grading.
APPROVED BY:
Z
:Pub' W int ar
Building t ent Date
1z TRACT N0. 6183
SmithTeclht VSA
INC ORP ORATED
HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD, CALIFORNIA 93301
(661) 327-8492
GRADING PLAN
/-
ROBERT E. SMITH RCE 35473 DATE
JOB NO. - 13-104 SHEET 1 OF 5 SHEETS
DRAINAGE AND LANDSCAPING
THE GROUND SURFACE: SHOULD SLOPE AWAY FROM BUILDING PAD AND PAVEMENT
AREAS TOWARD APPROPRIATE DROP W1S OR OTHER SURFACE DRAINAGE DEWS.
IT IS RECOMMENDED THAT ADJACENT EXTERIOR GRADES BE SLGIED A MINIMUM
OF 2 PERCENT FOR A MINUMU IM DISTANCE OF 5 FEET AWAY FROM STRUCTURES.
SUBGRADE SOILS IN PAVEMENT AREAS SHOULD BE SLOPED A MUM OF 1 PER-
CENT AND DRAINAGE GRADIENTS MAINTAINO) TO CARRY ALL SURFACE WATER TO
COLLECTION FAQU11ES AND OFF-SITE. THESE GRADES SHOULD BE MAINTAINED
FOR THE LIFE OF THE PROJECT.
UTILITY TRENCH BACKFILL
UTILITY TRENCHES SHOULD BE EXCAVATED ACCORDING TO ACCEPTED ENGINEERING
PRACTICES FOLLOWING CdA (OCCUPATMAL SAFETY AND HEALTH ADMINISTRATION)
STANDARDS BY A CONTRACTOR EXPERIENCED IN SUCH WORK. THE RESPONSIBILITY
FOR THE SAFETY OF OPEN TRENCHES SHOULD BE BORNE BY THE CONTRACTOR.
TRAFFIC AND VIBRATION ADJACENT TO TRENCH! WALLS SHOULD BE MINIMIZED,
CYCLIC WETTING AND DRIB OF EXCAVATIOIN SIDE SLOPES 94 ULD BE AVOIDED.
DEPWING UPIO+1 THE LOCATION AND 0EP7H OF SOME UTILITY TREi 0ff*% GROUND-
WATER FLOW INTO OPEN EXCAVATIONS COULD BE EXPMENC£D, ESPECIALLY DURING
OR SHORTLY FOLLOWING PENS OF PRECIPITATION.
SANDY SOIL COND170B WERE NDMINTNRED AT THE SIiE THESE CO ESION ESS
SOILS HAVE A TENDENCY 70 CAVE IN TSI WALL EXCAVATIONS. SHORING OR
SLOPING BAC( TRENCH SNDSWALLS MAY BE REQUIRED NATHIN THESE SANDY SOILS.
UTILITY TRENCH BACKFILL PLACED IN OR ADJACENT TO BUILDINGS AND EXTERIOR
SLABS SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAXIMUM DENSITY
BASED ON ASTM TEST IE11M D1557. UTNJTY TRENCH BACKFILL PLACED IN
PAVEMENT AREAS SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAXIMUM
DENSITY BASED ON ASTM TEST METHOD D1557. PIPE BEDDING SHOULD BE IN
ACCORDANCE WITH PPE MANUFACTURER'S RECOMMENDATIONS.
THE CONTRACTOR IS RESP0NSf8LE FOR REMOVING ALL WATER -SENSITIVE SOILS
FROM THE TRENCH REGARDLESS OF THE BACKFILL LOCATION AND COMPACTION
REQUIREMENTS. THE CONTRACTOR SHOULD USE APPROPRiATE EQUIPMENT AND
METHODS TO AVOID DAMAGE TD THE UTU7ES AND/OR STRUCTURES DURING FILL
PLACEMENT AND COMPACTION.
EARTHWORK
'EARMORK SPECIFICATIONS,' IN APPM 'A' (LOCATED IN THE SOILS REPORT) ARE
SAL GUIDANCE IN PREPARI IG SiTE GRADING PLAN IN AODITIBN, THE FOLLOWING
SiEXIAC RECOMMENDAPM ARE PROVIDED AND SUPERSEDE THE LATTER WHEREVER
DISCREPANCIES MAY EXIST
COMPAC110N
UNLESS OTHERWISE SPECIFIED HERON, THE TERMS, 'CWACTION,' OR 'COMPACTED,'
WHENEVER USED OR IMPLIED WiTHIIM THS SORT 900 BE IN70 PRM AS
COMPACTION TO 90 PERCENT OF THE MAAMUM DENSITY OBTAINABLE BY ASTM TEST
METHOD Di557, METHOD A.
OPTIMUM MOISTURE
THE TERM 'OPTIMUM MOISTURE,' WHENEVER USED OR MOLTED WMTHNN THIS REPORT,
SHOULD BE INTERPRETED AS THAT OBTAINED BY THE ABOVE DESCRIBED TEST METHOD.
CLEARING AND GRUBBING
CLEARING AND GRUBBING SNALL CONEW OF REMOVMNG ALL DEBTS SUCH AS METAL,
BROKEN CONCRETE, TRASH, VEGETATION MM AND OTHER DEGRADABLE SUB-
STANCES, FROM ALL AREAS TO BE GRAS. EXISTING OBSTRUCTIONS BELOW SHALL BE
REMOVED IN ACCORDANCE NTH THE FOLLOWING PROCEDURES
BURIED UTILITIES - SUCH AS SEWER, WATER AND GAS LINES OR ELECTRICAL CONDUITS
TO REMAIN IN SERVICE SHALL BE RE-ROUTED TO PASS NO CLOSER THAN FOUR (4.0)
FEET TO THE OU1SLE EDGE OF PROPS EXTERIOR FOOTINGS OF STRUCTURES.
LINES TO BE ABANDONED SNALL BE COMPLETELY REMOVED TO A MINIMUM DEPTH OF
TWO (2.0) FEET BELOW RUSS S 81,111.0I}G PAD GRADE.
CAX41ES - RESULTING FROM CxEARIII+IG AND GRUBBING OR CAVITIES EXIS1ING ON THE
SIZE AS A RESULT OF MAN-MADE OR NATURAL ACTIVITY SHALL BE BACKFILLED WITH
EARTH MATERIALS PLACED AND COMPACTED IN ACCORDANCE WITH SECTIONS 5.3 AND
5.4 OF APPENDIX A.
GROUND SURFACE PREPARA10N
PROPOSED STRUCTURE AREAS:
NAND SURFACES IN THE PROPOSED BUILDING AREA SHOULD BE COMPACTED IN
ACCORDANCE WITH THE FOLLOWING PROCEDURES:
EXCAVATE EARTH MATERIAL TO A MINIMUM DEPTH OF 12 INCHES BELOW FINISHED PAD
GRADE (CUT AREAS) OR TO A MIIIMLIM DEPTH OF 12 INCHES BELOW THE EXISTING
GROUND SURFACE (FILL AREAS), WHICHEVER IS DEEPER.
THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY THE SOU. ENGINEER OR HIS
REPRESENTATIVE PRIOR TO ANY BACIKFlLL OPERATIONS. 114E TOP TWELVE INCHES OF
MATERIALS EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCAiIFIED,
MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 90 PERCENT OF ASTM D-1557.
MOISTEN EXCAVATED AND SORTED SOLS TO NEAR THE OPTIMISM MOISTURE OR TO
A MOISTURE CONTENT CONNSISENNT WiTH EFFECTIVE COMPACTA AND SOIL STABILITY.
COMPACT MOISTENED SOILS TO A MINIAYIM OF 90 PENT OF THE MAXIMUM DENSITY
OBTAINED BY ASTM TEST METHOD D1557, METHOD A.
PAVEMENT AREAS'
GROUND SURFACES TO RECEIVE CONCRETE DRIVEVAY AND BIIUlMIOUS PAVEMENTS
SHOULD BE SCARIFIED AND COWACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE
THE GRADING PLANE IN CIT AREAS OR TO 12 INCHES IN AREAS TO RECEIVE ALL
ENGINEERED FILL PLACID IN PRS PAVEMENT AREAS SHOULD CONFORM TO THE
RENTS OF SECTION 5.4, 'PLACING, SPREADING AND COMPACTING ALL
MATERIALS." OF APPENDIX A.
UTILITY LINES:
BACKFILL FOR UTILITY IBES TRAVMNG AREAS PROPOSED FOR FACILITES, PAVENE IIS,
CONCRETE SLABS -ON -GRADE, OR AREAS TO RECEIVE BOOM ALL FOUR FUTURE
CONSTRUCTION SHOULD BE COMPACTED IN ACCUDANCE WITH THE SAME REQUIREMENTS
FOR ADJACENT ALD/OR OVERLYING FILL MATERIALS.
COMPACTION MID INCLUDE HAUNHI AREA, SPS LINE, AND FROM TOP OF PIPE TO
FINISHED SUBGRADE. THE NADH AREA UP M ONE FOOT ABOVE THE TOP OF THE PIPE
SHOULD BE BACKFILLED WITH 'COFESMESS' MATERIAL
COHEESNONLESS NATIVE MATERIALS MAY BE USED FOR TRENCH AND PIPE OR CONDUIT
BACIMLL. THE TERM 'COIWESIONLESS,' AS USED HEREIN, IS DEFINED AS MATERIAL WHICH
WHEN DRY, WiLL FLOW READILY IN THE HAUNCH AREAS OF THE PIPE TRENCH.
Drawing File: FrGRD6183
01/28/2014
PIPE BACKFILL MATERIALS SHOULD 'NOT' CONTAIN ROCKS LARGER THAN TWO INCHES IN
MAXIMUM D MOSION. WHERE ADJACENT NATIVE MATERIALS EXPOSED ON THE TRENCH
BOTTOMS CONTAIN PROTRUDING ROCK FRAGMENTS LARGER THAN TWO INCHES iN MAX-
IMUM DIMENSION, CONDUITS AND PIPELINES SHOULD BE LAID ON A BEDDING CONSISTING
OF CLEAN, COHESIONLESS SAND (SP), IN THE UNIFIED SOILS CLASSIFICATION SYSTEM.
COMPAC71OIN REQUIREMENTS - WI•ERE NOT OTHERWISE SPECIFIED IN OUR PLANS OR iN
THESE RECOMMENDATIONS, THE FOLLOWING COMPACTION REQUIREMENTS ARE APPLICABLE
TO ALL ELECTRICAL., GAS OR WATER CONDUITS
TABLE A
COMPACTION DEPTH
*THE TOP EIGHT INCHES OF THE SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 959:
OF ASTM D-1557.
ENGNEERED FILL
EARTH MATERIALS OBTAINED ON-SITE ARE ACCEPTABLE FOR USE AS ENGINEERED FILL
PROVIDED THAT ALL GRASSES, WEEDS AND OTHER DELETERNOUS.DEBRIS ARE FIRST
REMOVED.
ENGINEERED ALL MATERIkLS SHOULD BE PLACED iN THIN LAYERS (LESS THAN TEN INCHES
UNCOMPACTED THICKNESS), BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO
A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY,
AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY
ASTM TEST METHOD D1557, METHOD A, 'PLACING, SPREADING AND COMPACTING ALL
MATERIALS,' IN APPENDIX A.
IMPORTED FiLL
IF IT BECOMES NECESSARY TO IMPORT MATERIALS FROM OFF-SITE TO COMPLEX SITE
GRADING, IMPORTED SOILS SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS
WITH LOIN EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, DEBRIS, ROCKS LARGER
THAN SIX INCHES IN MAXIMUM DIMENSION, AND SOLUBLE SULFATES IN EXCESS OF 200
PARTS PER MILLION. IMPORTED ALL SHOULD CONTAIN SUFRCIENT SILT AND CLAY BINDER
TO RENDER THEM STARE IN FOOLING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED
ELEVATION TOLERANCES DURING PAVING OPERATIONS
IMPORTED SOILS TO BE USED AS ENGINEERED FILL SHOULD ALSO MEET THE FOLLOWING
GRADATION AND QUALITY CRITERIA:
MAXIMUM PERCENT PASSING #200 SIEVE ...............50
MAXIMUM LIQUID LIMIT.......................................»....40
MAXIMUM PLASTICITY INDEX.....................................14
MINIMUM R-VALUE.....................................».....»....50
(FOIL PAVEMENT AREAS ONLY)
MAXIMUM EXPANSION INDEX (GLC). ......... » ..............14
DRAINAGE.
FINISHED GROUND GRADES ADJACENT TO THE PROPOSED BUILDINGS SHOULD BE SLOPED
TO PROVIDE POSITIVE FREE DRAINAGE AWAY FROM THE FOUNDATIONS. NO AREAS SHOULD
BE CONSTRUCTED THAT WOULD ALLOW DRAINAGE GENERATED ON THE SITE, OR WATER
IMPINGING UPON THE SITE FROM OUTSIDE SOURCES, TO POND NEAR FOOTINGS AND SLABS
OR BEHIND CULLS.
WHERE GROUND SURFACES ADJACENT TO SUBSURFACE WALLS ARE TO BE LANDSCAPED,
WALLS SHOULD BE WATERPROOFED. INSTALLATION OF GRAVEL -FILLED DRAINS TO ROUTE
SUBSURFACE DRAINAGE AWAY FROM WALLS WILL REDUCE THE THICKNESS OF DAMP -PROOFING
RESULTING IN A CONSIDERABLE SAVINGS.
SLOPES
FINISHED SLOPES NEARER THAN FIVE FEET FROM BUILDING FOUNDATIONS SHOULD BE
GRADED NO STEEPER THAN AVE HORIZONTAL TO ONE VERTICAL (5:1). A SLOPE RATIO OF
TWO HORIZONTAL TO ONE VERTICAL (2:1) SHOULD PROVIDE ADEQUATE STABILITY FOR
SLOPES FARTHER THAN FIVE FEET FROM FOOTING LINES.
FOUNDATIONS
THE PROPOSED STRUCTURE CAN BE ADEQUATELY SUPPORTED ON EITHER XANTINOUS
OR ISOLATED REINFORCED CONCRETE SPREAD FOOTINGS DESIXIIED IN ACCORDANCE WITH
THE CRITERIA GIVEN BELOW IN TABLE W.
TABLE B
FOUNDATION DESIGN CRITERIA
HAUNCH TO 1 FT.
1 FT. ABOVE TOP
2'6" BELOW
AREA
ABOVE TOP
OF PIPE TO 2'6"
BELOW
FINISHED GRADE TO
FOOTING TYPE
OF PIPE
FINISHED GRADE
FINISHED SUBGRADE
STRUCTURES
90%
90%
90%
PAVEMENTS
90%
90%
90%
NON-STRUCTURAL
90%
90%
90%
*THE TOP EIGHT INCHES OF THE SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 959:
OF ASTM D-1557.
ENGNEERED FILL
EARTH MATERIALS OBTAINED ON-SITE ARE ACCEPTABLE FOR USE AS ENGINEERED FILL
PROVIDED THAT ALL GRASSES, WEEDS AND OTHER DELETERNOUS.DEBRIS ARE FIRST
REMOVED.
ENGINEERED ALL MATERIkLS SHOULD BE PLACED iN THIN LAYERS (LESS THAN TEN INCHES
UNCOMPACTED THICKNESS), BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO
A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY,
AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY
ASTM TEST METHOD D1557, METHOD A, 'PLACING, SPREADING AND COMPACTING ALL
MATERIALS,' IN APPENDIX A.
IMPORTED FiLL
IF IT BECOMES NECESSARY TO IMPORT MATERIALS FROM OFF-SITE TO COMPLEX SITE
GRADING, IMPORTED SOILS SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS
WITH LOIN EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, DEBRIS, ROCKS LARGER
THAN SIX INCHES IN MAXIMUM DIMENSION, AND SOLUBLE SULFATES IN EXCESS OF 200
PARTS PER MILLION. IMPORTED ALL SHOULD CONTAIN SUFRCIENT SILT AND CLAY BINDER
TO RENDER THEM STARE IN FOOLING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED
ELEVATION TOLERANCES DURING PAVING OPERATIONS
IMPORTED SOILS TO BE USED AS ENGINEERED FILL SHOULD ALSO MEET THE FOLLOWING
GRADATION AND QUALITY CRITERIA:
MAXIMUM PERCENT PASSING #200 SIEVE ...............50
MAXIMUM LIQUID LIMIT.......................................»....40
MAXIMUM PLASTICITY INDEX.....................................14
MINIMUM R-VALUE.....................................».....»....50
(FOIL PAVEMENT AREAS ONLY)
MAXIMUM EXPANSION INDEX (GLC). ......... » ..............14
DRAINAGE.
FINISHED GROUND GRADES ADJACENT TO THE PROPOSED BUILDINGS SHOULD BE SLOPED
TO PROVIDE POSITIVE FREE DRAINAGE AWAY FROM THE FOUNDATIONS. NO AREAS SHOULD
BE CONSTRUCTED THAT WOULD ALLOW DRAINAGE GENERATED ON THE SITE, OR WATER
IMPINGING UPON THE SITE FROM OUTSIDE SOURCES, TO POND NEAR FOOTINGS AND SLABS
OR BEHIND CULLS.
WHERE GROUND SURFACES ADJACENT TO SUBSURFACE WALLS ARE TO BE LANDSCAPED,
WALLS SHOULD BE WATERPROOFED. INSTALLATION OF GRAVEL -FILLED DRAINS TO ROUTE
SUBSURFACE DRAINAGE AWAY FROM WALLS WILL REDUCE THE THICKNESS OF DAMP -PROOFING
RESULTING IN A CONSIDERABLE SAVINGS.
SLOPES
FINISHED SLOPES NEARER THAN FIVE FEET FROM BUILDING FOUNDATIONS SHOULD BE
GRADED NO STEEPER THAN AVE HORIZONTAL TO ONE VERTICAL (5:1). A SLOPE RATIO OF
TWO HORIZONTAL TO ONE VERTICAL (2:1) SHOULD PROVIDE ADEQUATE STABILITY FOR
SLOPES FARTHER THAN FIVE FEET FROM FOOTING LINES.
FOUNDATIONS
THE PROPOSED STRUCTURE CAN BE ADEQUATELY SUPPORTED ON EITHER XANTINOUS
OR ISOLATED REINFORCED CONCRETE SPREAD FOOTINGS DESIXIIED IN ACCORDANCE WITH
THE CRITERIA GIVEN BELOW IN TABLE W.
TABLE B
FOUNDATION DESIGN CRITERIA
BEARING PRESSURES GIVEN ARE FOR THE MNIMIIM WIDTHS AND DEPTHS SHOWN ABOVE.
BEARING PRESSURES GIVEN ABOVE ARE FOR DEAD AND SUSTAINED (LOADS ACTING MOST
OF THE TIiE) LIVE LOADS; THEY MAY BE INCREASED BY ONE-THIRD FOR WIND AND/OR
SEISMIC LOADING CONDITIONS.
C1 TY OF
13AKERSFIELD
I RACT No. 6183
GRADING PLAN
1 ' t 1 1:. � [ . �. `7- �- 1 ! is � ,• ;.� I �r a y.
LATERAL EARTH PRESSURES:
LATERAL EARTH PRESSURES AND FRICTION COEFFICIEN75 FOR DETERW" THE
PASSIVE LATERAL RESISTANCE OF FOUNDATIONS AGAINST LATERAL MOVEMENT AND THE
ACTIVE LATERAL FORCES AGAINST RETAI M WALLS AND SUBSURFACE WALLS, EX-
PRESSED AS EQUIVALENT FLUID PARES, ARE GIVEN BELOW IN TABLE 'Co. LATERAL
EARTH ASSURES WERE COMPUTED ASSUMING THAT BACKFILL MATERIALS ARE
ESSENTIALLY FREE DRAW AND LEVEL; AND TWAT NO SL RC14ARGE LOADS OR S.OPRNG
BACKFILLS ARE PRESENT INI'MIN A DISTANCE FROM THE WALL EQUAL TO OR LESS THAN
THE HEIGHT (H)* OF THE WALL.
(H)* = THE HEIGHT OF BACKFILL ABOVE THE LOWEST ADJACENT GROUND SUiRFACE.
TABLE c
LATERAL EARTH PRESSURES
CASE I LATERAL EARTH PRESSURE
ACTIVE
36 P.C.F.
MINIMUM DEPTHMAXIMUM
ALLOWABLE
AT -REST
MINIMUM WIDTH
BELOW LOWEST
SOf L BEARING
FOOTING TYPE
(FT)
ADJACENT SUBGRADE
(FT.)
PRESSURE
(LBS./SQ.FT.)
CONTINUOUS
1
1
2200
ISOLATED
1
1
2200
BEARING PRESSURES GIVEN ARE FOR THE MNIMIIM WIDTHS AND DEPTHS SHOWN ABOVE.
BEARING PRESSURES GIVEN ABOVE ARE FOR DEAD AND SUSTAINED (LOADS ACTING MOST
OF THE TIiE) LIVE LOADS; THEY MAY BE INCREASED BY ONE-THIRD FOR WIND AND/OR
SEISMIC LOADING CONDITIONS.
C1 TY OF
13AKERSFIELD
I RACT No. 6183
GRADING PLAN
1 ' t 1 1:. � [ . �. `7- �- 1 ! is � ,• ;.� I �r a y.
LATERAL EARTH PRESSURES:
LATERAL EARTH PRESSURES AND FRICTION COEFFICIEN75 FOR DETERW" THE
PASSIVE LATERAL RESISTANCE OF FOUNDATIONS AGAINST LATERAL MOVEMENT AND THE
ACTIVE LATERAL FORCES AGAINST RETAI M WALLS AND SUBSURFACE WALLS, EX-
PRESSED AS EQUIVALENT FLUID PARES, ARE GIVEN BELOW IN TABLE 'Co. LATERAL
EARTH ASSURES WERE COMPUTED ASSUMING THAT BACKFILL MATERIALS ARE
ESSENTIALLY FREE DRAW AND LEVEL; AND TWAT NO SL RC14ARGE LOADS OR S.OPRNG
BACKFILLS ARE PRESENT INI'MIN A DISTANCE FROM THE WALL EQUAL TO OR LESS THAN
THE HEIGHT (H)* OF THE WALL.
(H)* = THE HEIGHT OF BACKFILL ABOVE THE LOWEST ADJACENT GROUND SUiRFACE.
TABLE c
LATERAL EARTH PRESSURES
CASE I LATERAL EARTH PRESSURE
ACTIVE
36 P.C.F.
PASSIVE
310 P.C.F.
AT -REST
49 P.C.F.
ACTIVE CASE ACTIVE LATERAL EARTH PRESSURE SHOULD BE USED WHEN CO M71NG
FORCES AGAINST FREE STANDING RETAIMM WALLS, UNRESTRAINED AT THEIR TOT=S.
ACTIVE PRESSURES 94ODU3 'NOT' BE USED WHERE TILTLNG OUTWARD OF THE WALLS
GREATER THAN .00211 WOULD NOT BE DESIRABLE.
PASSIVE CASE PASSIVE LATERAL EARTH iRESSURES SHOULD BE USED WHEN COMPUTING
THE LATERAL RESISTANCE P ROVADED BY UNDISTURBED OR COMPACTED NATIVE SOILS
AGAINST THE MOVEMENT OF FOOTING. *0 COMPUTING PASSIVE RESISTANCE, 1HE
UPPER CITE FOOT OF SIT DEPTH SHOULD BE DISCOUNTED.
AT -REST CASE: AT -REST PRESSURES SHOULD BE USED FOR SUBSURFACE WALLS
RESTRAINED AT THEIR TOPS BY FLOOR DIAPHRAGMS OR TLE -BACKS AND FOR RETAINING
WALLS WHERE TILTING OUTWARD GREATER THAN .002 "H' WOULD NOT BE DESIRABLE.
FRICTIONAL RESISTANCE: A FRICTION COEFFICIENT OF 0.39 MAY BE USED WEEN COIM71NNG
THE FRICTIONAL RESISTANCE CE FOOTINGS. GRADE BEAMS, AND SLABS -ON -GRADE TO
SIDING. FRICTIONAL RESISTANCE AND PASSIVE LATERAL SOIL RESISTANCE MAY BE
COMBINED WITHOUT REDUCTION.
SLABS -ON -GRADE
WE RECOMMEND THAT A MOISTURE PROTECTION BE CONSTRUCTED FOR THE PROPOSED
SLABS. THEY SHOULD BE UNDERLAIN BY POLYETHYLENE SHEETING MINIMUM THICKNESS
6 MILS, OR MATERIAL WITH EQUIVALENT RESISTANCE TO CHEMICAL AND BACTERIOLOGICAL
ATTACK PI40R TO PLACING CONCRETE, 114E MEIIDZANE SHOULD BE COVERED WITH A
THIN (APPROXIMATELY ONE TO TWO -MICR THICKNESS) LAYER OF DAMP SAND OR CRUSHOER
RUN FINES (ASTM D-448, f10) TO ABSORB EXCESS MOISTURE.
PO ROS17Y IS DIRECTLY RELATED TO THE AMOUNT OF EXTRA WATER ADDED TO THE
CONCRETE MX OF THE SLAB 60 IT WAS CREATED. THE EXTRA WATER CREATES PER-
MANENT SPACE iN THE SLAB. ONCE IT IS EVACUATED, THAT SPACE REMAINS DIST AND
EASILY PASSES VAPOR WROUGHT IT. CREATING A SLAB WITH THE LOWEST POSSIBLE PER-
MEABILITY STARTS WITH KEEPING A LOW WATER/CEMENT RATIO, BY WEIGHT, FOLLO M
BY A PROPER CURING AND DRWMG PERIOD WE RECOMMEND THAT THE WVA7R CEMENT
RATIO BE FORMULATED IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATION FOUR
ALKALINE SOILS.
SLAM SHOULD HAVE A WON TIiKUdNESS DE FOUR INCHES. PRESSURIZED WATER LINES
SHOULD NOT BE PLACED BENEATH SLABS. GRAVITY FLOW SEWER LIES MAY UNDERLIE
SLABS, BUT THEY SHOULD BE EXITED BY THE SHORTEST AVAILABLE ROUTE
SOIL -BORNE -SALTS
SOLUBLE SULFATE TESTS SHALL BE PERFORMED AFTER THE GRADING OF THE PROPOSED
TRACT IS COMPLETED. WE RECOMMEND THAT, BASED ON THESE RESULTS, A CONCRETE
MIX DESIGN TO RESIST SULFATE EXPOSURE BE FORMULATED BASED ON TABLE 19-A-4,
'REQUIREMENT FOR CITE EXPOSED TO SULFATE -CONTAINING SOLUTIONS' OF
VOLUME 2 OF THE 1997 UNIFORM BUILDING CODE. WE ALSO RECOMMEND TO PROVIDE
PROTECTIVE COATING FOR BURIED FERROUS METAL CONDUITS.
R/W E 26' 26' FL R/W
0.
20' 20'
8' 18' 18' # 8,
N 4' PENT FL 2' J_ 2% 2q 2' 1 4 PFR. FT
= il; 7 111=111= 11-111_111
. i � 111 = 'r•>
CONST. TYPE 'B' CURB do GUTTER
WITH 4.5' STANDARD TYPE SIDEWALK
-III Ili 111=1 _
PER CITY STANDARD ST -3 .S BELOW FL ROUGH (RADE LINE .3' BELOW FL
CROSS SECTION - 60 R/W NOMAXIMUM CROSS FALL TO
CITY OF BAKERSFIELD PLATE S-27 - REINSEO N.T.S. LOW GUTTER SHALL BE 05
TYPE "A" LOCAL STREET
SLOPE FROM SHEETS TIER
SIERRA LANE
T.I. 4.5 R--VAL 78
.25' A.C. OVER .40' C.A.B.
OVER .50' 957 COMP. O.G.
R/W m PAVEMENT TO BE REMOVED AND RECONSTRUCTED. EXISTING
6' BLOCK WALL45' # 45' ** FL R / W
STANDARD 5.5' SU'LWALK /
PER CITY STANDARD S-3
.3' BELOW FL
NOTES:
MAXIMUM CRSS FALL TO
LOW GUTTER SHALL BE D.5'
* SLOPE MOM HIGH GUTTER
*x SEE PLAN SHEETS
B.O.W. TO R.O.W./EASEMENT - 41 MAX.
2% MIN.
R/W
I
6' BLOCK WALL, L
STANDARD 5.5' SIDEWALX /
PER CITY STANDARD S-3 BELOW FL
NOTES:
MAXIMUM CROSS FALL TO
LOW GUTTER SHALL BE 0.5'
*
SLOPE FROM HIGH GUTTER
** SEE PLAN SHEETS
B.O.W. TO R.O.W./EASEMENT - 41 MAX
2% MIN.
34' 11'
AND
-MATCH oc PAM30T 2' I P A D
gDIRE
TYD�q Y
1/4-"
STPER. 2.1
III_III�III_111� !.11
�,�
III`Iil _ 5:20 MIN.
2.0:3.5 MAX.
��iiII,111-
GRADE LINE .3' BELOW FL I NOTES:
Q MAXIMUM CROSS FALL TO
STA. 12+18.60 - 13+29.98 LOW GUTTER SHALL BE 0.5'
COLLECTOR - JEWETTA AVENUE
CITY OF BAKERSFlELD PLATE S-27 - REVISED N.T.S.
CROSS SECTION
T.I. 6.5 R- VAL 78
.30' A.C. OVER .40' C.A.B.
OVER .80' 95% COMP. O.G.
0 PAVEMENT TO BE REMOVED AND RECONSTRUCTED. EXISTING
45' ** 45!** R /W SAWCUT 1' AND
MATCH EX. PAVEMENT
x , AS DIRECTED BY
34.' 11 CITY ENGINEER
2' W- • - 2' P A D
N_
W^- -----
- 1 /4" PER. <.5:2(0
1.5% MWL - 3.4% - -
-I I{4 -II _IIl�fflli`Til_111-111_ ;aa: V=III
;III=III: III_IIl�ill_ `� MIN.
_ 2.: 3.5 MAX.
I i I` i
ROUGH
GRADE UNE .3' BELOW FL I NOTES:
MAXIMUM CROSS FALL TO
LOW GUTTER SHALL BE 0.5'
STA. 10+00-00 - 12+18.59
COLLECTOR - JEWETTA AVENUE
CITY OF BAKERSMELD PLATE S-27 - REVISED N.T.S.
CROSS SECTION
T.I. 6.5 R-VAL 78
.30' A.C. OVER AV C.A.B.
OVER AV 957 COMP. O.G.
CO
Lu
S•dt!/LT? !oX83 ido.x- 73
Exp. 930-17
"RECORD DRAWW
CORRECTIONS 8Y: .//� OF
DATE /v -Z -fid
CL MON
62.25
PA
66.2
bye -�78 S�
i
PARCEL 1 OF PARCEL MAD NO. 42.44 IN THE CITY OF
BAKERSFIELD, COUNTY OF KERN STATE OF CALIFORNIA
PA u
66.6
BIRCHHAVEN AVENUE
EXISTING TRACE 4908
s
P4.n DAn
NOTES:
PAVEMENT T4 BE REMOVED AND RECONSTRUCTED.
SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER
SEW MH INV
68.11
LAJ
FL BCR= FL BCR
66.93 67.03
FLL FL
66.97 68.07 66.93
n
SAD A
DRlVaVA
67.0 67.5 68.0 68.6
FL. �, L
s= 6705 67.96
v %lb
cv
N 89`10'05" 659.81 TRA T BOUNDARY B boas WALL�,�� �xo F�6�o2
c�O t" CN 8 -- --
68. 6 �°�
l,� 9 �t� CO G�O� . 70.28 �} 9am- 70.60 �� �� 30 22
ACCESS AND DRILL SITE EASEMENT 70.16 b' t oul WA41. - I �� ��r �"� D ,�� 0�' L EX ,j
PER BK 5009, P G 2181 O.R. TO - - -19 U1 E7A i t - - - - =- - - - - - - - - -�9 - - - - - - - - - - - - - - 1 E p- b
BE ABANDONED WITH RECORDATION ExIsnNG AND Row
OF FINAL MAP. i -S BLK WA G G TYP. LOT QRADW7 G
09.2069.35 69. 9 5EE FRONT 5FEFT 70.07 70.43 � � . c�
FOR DETAIL 70.07 1 ►..F
PAD � PAD PAD P PAD
� PAD PAD 1 . X0.27
60.2 r-8�-� 7o. �3 i�----�-��), A N AXES �-
/,, / EP
00 o� �O. J o 9- �,7 rn �/ . tfJ Ci o ��"; CL!FL Q
rn
70*q N rn r- 0 1- a " 68_1 6741 Q O
0o I 06 NW COR HOU n
rn bZ'69 co r< o r. E Z
N _j ca cV c� 70.60 Ni_C6 :88 EtN
F� - S cSL'K /lf A �rp �°^`-� 'i +�_ ,i 12' N40E CROSS GUTTER ' • ' c s.: b 7;9'7: O
9.75 PER GD.&. STD. S7 17 d . r e i?G
69.07 �6� 202 % ^--► 00 I COi
Q dam. O
� PRS (68.4
�. .��....
CR 9
AM
00 Mi 6lw vpc ` - -_ {It \ -
69.16 'NiPp��`t2LANEt3 m- 14 cR
�tlI' Q OOQ.SIERRA o
N202
i
I- z
(i_ LU U) g O SW COR HOU HOU G
�`- ``► C. m rn 70.46 EX w
Q CL MON 5 a0 70.59 �� EP EP" L. FL n O
O T 67.28 68 X8.3$ ,' 6762 Q
I �- _ -'
__j
CP Q>0 '
Z 11 S 8LK WA 701 `'�� s G69-95 s
!- j< 89.21 g /G ! • O
qco / � 68.90 70. 3 G
z ! PAD til I 69.6 69.69 I_
LjJPAD PAD PAD PAD PAD L I
l:Pt�:
m `7
69.9 . �J M 1 .68 2��� -
�- -�
A o A
8 bi9 U 10 11
Q 4 ` r �O Ej( Q EXISANG FL AND ROW
��� Ld w �� 1 EP `}� w F
z3 o, 3z �'� 6 :18 .68:4,. .. 6783
PAD w (0 5LOCK WALL
TRACT BOUNDARY _10 o 1 34
ACCESS AND DRILL SITE EASEMENT D N 89°10'05" W 659.83 a �`' �� i���o0
�y PER BK 5009, PG 2181 O.R. TO �' '�� �" z
BE ABANDONED WITH RECORDATION �`�� �70
OF FINAL MAP.
_S FEN TRACT MAP NO. 622.0
G 70.36 ZONING: R -1 18,OOU
PARCEL 2 OF PARCEL MAP NO. 69.60
4244 P.M. BOOK 19 PACE 130a�c� 0
ZONING:, R--S-SA 6F °o FL
6 7.9 9
`°
EpL.LJ FL BCR
6g]'� 68.12
SE COR. SE(
I HALF ROAD 295, R26E,_
- - - -N89°15'34"W -
�s-6�r�TTl2. ��83
"RECORD DRAWING' �
CORRECTIONS BY:� /
DRTE_,e�,�_�
T E.
_ No. 3r473 �A
EXP. 9-3flmlk,-
i
y
No. 35473
E^P• 9-30-17
tr c VIL
OF CALi: Oj
SCALE: 11 " = 5 0'
NOTE: ALL ELEVATIONS ARE +300'
.rte
SmithTech*- USA
INCORPORATED
HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD, CALIFORNIA 93301
(661) 327-8492 FAX 327-8493
TRACT N0. 61 8 3
GRADING PLAN
ROBERT
E. SMITH
RCE 35473
DATE
JOB NO. -
13-104
SHEET 3 OF
5 SHEETS
THIS SHEET IS TO BE USED FOR EROSION CONTROL PURPOSES ONLY. THIS SHEET
00
CLL-
� z
Q�
ryW
_z (Z
U)
x
w
WILL' NOT BE USED FOR GRADING PURPOSES.
ANG TRACT 4 908
E _XIS
EX. BLK WALL
X
W
U3 TMcr eotNnaRY
PARCEL. 2 0!= PARCE.iMAP NO.
424-4 P.M. BOOK 19 PAGE 130
ZONING: R---S--5A
0
ki
GENERAL EROSION CONTROL NOTES.
- STABILIZED CONSTRUCTION
ENTRANCE
1.
LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UN11L APPROVAL TO DO SO
Q SE
-1 - SILT FENCE
HAS BEEN RECEIVED BY GOVERNING AUTHORITIES.
DRAIN AND CATCH
BASIN PROTECTION PER SE -10
2
144E GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER
POLLU11ON PREYEN71ON PLAN (SWPPP) WRING CONSTRUCTION OPERAMONS. IF
FIELD CONDITIONS WARRANT IT, THE SWPP MAY BE MODIFIED AS LONG AS THE
CONSTRUCTION GENERAL POUT CONDITIONS ARE YET. ANY ALTERA7 0NS TO THE
SWPPP MUST BE NOTED IN THE SWPPP BINDER KEPT ON STw.
SITE SPECIFIC NOTES:
3.
NO LAND NEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND
SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED.
4.
THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR
1. CONST4 XT WORK EQUIPIMENT STORAGE AREAS AS NEEDED FOR CONSTRUCTION
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREIENT SOIL SE11MENT FROM LEAVING
PER THE CALFORAIIA BMP WANOM
5.
THE SITE AND BE IN COMPUANCE NTH THE CONSTRUCTION GENERAL PERMIT.
GENERAL CONTRACTOR SHALL COMPLY MATH ALL STATE AND LOCAL ORDINANCES
2 STANDARD STORM FAIN INLET PR0W"ON PER W STAhoW
THAT APPLY.
SE -10 OF TLE CAUFOR A BIP WANMW PROW INLET pRoTECIM FOR
6.
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES TALL BE INSTALLED IF
EXISTING INLETS AT START OF CONST XNON. AS REPOSED INLETS ARE
CONSTRUCTED INLET PROTECTION SHALL BE INSTALLED.
ION.
DEEMED NECESSARY BY ON SITEPRO
N.T.S. 7.
DRAIN INLET PROTECTION MALL BEE PROIADED THROUGHOUT THE DURATION OF THE
3. THE CONTSTRUCI N ENTRANCE IS DESIGNED TO REI)UCE SOIL TRACK OFT= INTO
PROJECT. EXISTING DRAIN INLETS SHALL BE PROTECTED UNTIL FINAL REMOVAL AND
THE STREET. ONCE THE INTERIOR ROADS AND PARK LOTS ARE COMPLETE, IT
THE CONNECTING PIPE MALL BE PROPERLY CAPPED TO PREVENT SEDIMENT FROM
MAX BE POSSIBLE TO REPLACE TIME CONSI 71ON EM IRA B IRTH REGULAR
ENTERING THE STORM DRAIN SYSTEM.
STREET SWEERING THIS IS UP TO THE CONTRACTOR'S DIS0010N.
&
GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS
NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION ON ANY AREAS
WHEN THE PROJECT IS COMPLETE.
W
D
Z
W
Q
Q
F --
E --
w
Li
"RECORD DRAWING"
CORRECTIONS BY:,55o�/
DATE / t7- Zwl�
��,kCFESs�a,��
TE
No. 35473 �
Exp.9-30-17
�,C. Ciz raL�F��r
Q TC -1
- STABILIZED CONSTRUCTION
ENTRANCE
0 WM-1
- MATERIAL DELIVERY AND
STORAGE
Q SE
-1 - SILT FENCE
OSTORM
DRAIN AND CATCH
BASIN PROTECTION PER SE -10
SILT FENCE PER SE -1
l
TRACT N0. 4908 SUMP EXPANSION
FOR TRACT N0. 6183
J ' AVENUE f
I
- 15,298.99
J - 10,139.46
TTOM - 5,780.91
'ANSION - 102,729.57 = 2.35 AC. FT.
STING - 78,034 = 1.79 AC. FT.
TTOM ELEV. = 353.24
�H WATER = 362.24
LUME = 102,729.57
f�.S-�3u1 A -9 61,93
"RECORD DP.ArW + 6
COFNE-MAS BY:
DATE f9
SCALE: 1" = 3 0'
NOTE: ALL ELEVATIONS ARE +300'