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The GRADING PLAN as shavj on this d►a>;Miffq jS ions A�t su)ecttoanyindicatedocr }r y, � aa i
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1 SHEET No. INDEX
TITLE SHEET
2 GENERAL NOTES & DETAILS
3 DETAILS & TYPICAL CROSS— SECTIONS
4 thru 11 GRADING PLAN
— — �—'
OWNER- LEGEND
MOUNTAIN VIEW BRAVO FL FL0KINE GB GRADE BREAK
1401 19TH STREET = FP F/N /SHED PAD FP FIN /SHED PAD
SU/ TE 200
BAKERSFIELD, CA. 93301 (747.0) --' EX /STING GROUND CONTOUR op EXISTING POWER POLES
(661) 395 -1145 9 DESIGN ELEVATION OH EXISTING OVERHEAD POWER
B DETAIL OR SECTION NUMBER A/Z EXISTING EDGE OF PAVEMENT
SUBDIVIDER' 2 DETAIL SHEET LOf �4TION 2-54X PROPOSED SLOPE AND DIRECTION
K HO VNAN /AN HOMES
4540 CALIFORNIA AVENUE
SUITE 200
BAKERSFIELD, CA. 93309
(949) 244 -9330
LEGAL DESCRIP770W
BEING A DII9SION OF PARCEL 8, 9, 10 AND 11 OF PARCEL MAP No. 11013
RECORDED W PM. BK• 53, PG. 130, IN THE OFFICE OF THE KERN COUNTY ,
RECORD&? ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 17,
T. 29 S., R 29 E., M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
STATE 0I° CALIFORNIA.
BENCHMARK USED:
U.S.G S. Y -292, ELEVATION= 782.57 B. C. IN 9" CONC. PAD 14.5' N. W. OF STREET
SIGN AND 51.50' FROM CENTERLINE OF HIGHWA Y 178 AND LENE PLACE.
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QUANTITIES:
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THE QUANTITIES SHOWN BELOW ARE
FOR GRADING PERMIT
PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING
PURPOSES. THE CONTRACTOR SHALL
MAKE HIS OWN
ESTIMATE OF QUANTITIES FOR BIDDING
THIS PROJECT.
ALL QUANTITIES WERE CALCULATED BASED ON A 0.20' FEET
LOSS DUE TO CLEARING AND GRUBBING
OF THE SITE. THE
ENGINEER MAKES NO WARRANTY AS
TO THE ANTICIPATED
SHRINKAGE FACTOR.
I
EXCAVATION
306,000 C.Y.
OVER - EXCAVATION
111,000 C.Y.
*FILL (INCLUDES OVER -EX.)
364,000 C.Y.
COMPACTION FACTOR:
.115%
PROJECT ACREAGE
183.84 AC.
* ALL QUANTITIES ARE "COMPACTED
IN- PLACE" .VOLUMES.
i�
FEB 0,3 2006 Q
I ;ITY OF BAKERSFI D
BUILDING DEPART T
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31. FLOODING, JETTING OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED.
32. ANY ABANDONED WELLS ON THE PROPERTY. DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED
IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE ORDINANCES.
33. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO
PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED
WITH A GROUND COVER INDIGENOUS TO THE AREA.
34. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL ENGINEERING INVESTIGATION, GROUND SURFACES TO
RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A
TO A MINIMUM DEPTH OF TWELVE INCHES (12 ") BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE
FILLED.
COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF NINETY -FIVE PERCENT (957.)
OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557 -78, METHOD A, AND SHOULD EXTEND
TO A MINIMUM DISTANCE OF TWO FEET (2') BEYOND THE OUTSIDE EDGES OF PAVEMENTS.
35. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO NINETY
PERCENT (90 7.) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET (5) BEYOND THE OUTSIDE EDGES OF THE
FOUNDATIONS OF THE STRUCTURES.
THE DEPTH OF OVER EXCAVATION AND COMPACTION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT
BELOW EXISTING GROUND ELEVATION. RE- COMPACTION OF OVER- EXCAVATED MATERIAL SHALL BE AT LEAST
NINETY PERCENT (907.) OF MAXIMUM DRY DENSITY.
36. ALL FILL. AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A
STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6 ".
37. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL.
38. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS AND
COMPACTED AT OPTIMUM MOISTURE CONTENET BY APPROVED METHOD.
39. ANY FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY C.B.C.
APPENDIX CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER.
40. UNAUTHORIZED CHANGES OR USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ANY AND ALL CHANGES TO
THESE PLANS MUST BE APPROVED BY PINNACLE CIVIL ENGINEERING, INC.
41. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL ENGINEER, THE SOILS ENGINEER,
OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED
UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THEIR AREA OF
TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF 7HE
PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT
OF SUCH GRADING.
42. IF THE PROJECT IS SUBJECT OT THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO 92- 08 -DWQ) MUST BE FILED WITH STATE, WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE
WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED
CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION
HOURS.
43. ANY 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 RIGHT OF WAY AND
INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
PARKWAY SLOPE
CURB & GUTTER
t'T'\TyPicAL LoT ROUGH
NO SCALE
TO BE FINE GRADED BY HOUSE
CONTRACTOR AT THE TIME OF
HOUSE CONSTRUCTION, AS SHOWN
ON TYPICAL LOT GRADING DETAIL,
THIS SHEET.
2'
Mi.
W
a
PAD COMPACTION LIMITS
FINISH PAD
20'
EXISTING GROUND
VARIES
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10'
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11ETA& NOTES
1. FINAL FINISHED PAD, AND GRADED SWALES, AS SHOWN ON DETAIL QQ`� �� v
SHALL BE CONSTRUCTED BY BUILDING CONTRACTOR AT TIME OF 4`��``'
HOUSE CONSTRUCTION. ^ /
2. GENERALLY THIS PLAN PROVIDES FINISHED GRADE ELEVATIONS AT
REAR LOT CORNERS AND FRONT PAD PREPARATION LIMITS, SUCH ' . `•
THAT ONE- PERCENT SWALES MAY BE ACHIEVED. HOWEVER, AT
SELECT CRITICAL LOCATIONS, FINISHED PAD ELEVATIONS ARE SHOWN
ON PLAN.
PER CALTRANS STANDARD PLAN
D75B.
ER .k
0 o 01 j
W Y I > 0
40'
ROUGH GRADING LINE -
SEE APPLICABLE SECTIONS
TYPICAL LOT GRADING DETAIL
NO SCALE
R/W
10' 20'
VARIES
PAD COMPACTION LIMITS
FINISH PAD
EXISTING GROUND
P
2'
V
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NOTES FOR GRADING PLANS IN THE. CITY OF BAKERSFIELD
MGM: 04- 158GRBM02
GRADING PLANS
01/OW
1.
ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX
0HEMEDBY
MKV
CHAPTER 33 OF CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL
SHEET
ENGINEERING INVESTIGATION PREPARED BY SOILS ENGINEERING. INC., DATED JUNE 2004, AND
SIGNED BY ROBERT J. BECKER SHALL BE MADE A PART HEREON.
2.
ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO WITHIN 0.1 FOOT
OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE
M
A
ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT
NO COST TO THE OWNER.
4.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL
BE OBTAINED FROM CITY OF BAKERSFIELD FOR WORK TO BE DONE IN THE CITY RIGHT -OF -WAY.
5.
UPON COMPLETION OF GRADING AND BEFORE TO START OF CONSTRUCTION, A FINAL SOILS REPORT
COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED. TO THE ENGINEER AND BUILDING
DEPARTMENT BY THE SOILS ENGINEER.
6.
IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS THE
v
RESPONSIBILITY OF THE OWNER OR THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR
TO ANY FURTHER WORK.
7.
ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH APPENDIX
CHAPTER 33 OF CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY
CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND
W
CODE WITHIN HIS PURVIEW.
8.
DUST CONTROL:
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREVENT A DUST NUISANCE FROM ORIGINATING
FROM THE SITE, OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT.
CONTRACTOR SHALL OBTAIN A PERMIT FOR MITIGATION OF DUST FROM THE SAN JOAQUIN UNIFIED AIR
POLLUTION CONTROL DISTRICT. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT.
Lo
PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE
FOLLOWING:
A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM
BECOMING DRY ENOUGH TO PERMIT DUST FORMATION.
B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT.
9.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL EXISTING
UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. (1- 800 - 277 -2600) PRIOR TO ANY CONSTRUCTION
OR EXCAVATION.
10.
THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL
GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING
PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS.
11.
EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE
ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
12.
DURING GRADING, REASONABLE SEARCHING SHALL BE PERFORMED FOR CONCEALED SUBSURFACE
OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY
ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT
AND PROPERLY CAPPED AT THE PROJECT BOUNDARY.
13.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY THROUGHOUT THE PROJECT AND NOT BE .! IMITED TO NORMAL
WORKING HOURS. 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, WITH THE EXCEPTION OF LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
THE ENGINEER.
14.
THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OVIER AND ALL
RESTAKING OR REMARKING SHALL BE DONE AT THE EXPENSE OF THE CONTRACTOR.
15.
ALL ONSITE OR OFFSITE OBS CTIONS SHALL BE REMOVED �TOR-AT THE CONTRACTOR'S
EXPENSE.'`
16.
ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGE OR UNDERCUT BY THE CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE
CITY OF BAKERSFIELD AT THE CONTRACTOR'S EXPENSE.
17.
FALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
j
18.
SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER. THE
SOILS ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO
PLACING OF ANY FILL MATERIAL.
19.
THE SITE SHALL BE CLEARED OR GRUBBED OF ALL VEGETATI014, INCLUDING ROOTS, LOOSE FILL, TRASH AND
OTHER DELETERIOUS MATERIALS. ANY HOLES OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC
TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS
ENGINEER.
~
20.
FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL.
21.
ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OR EXISTING OR
PLANNED CUT SLOPES.
22.
THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 1.15. THE ENGINEER
MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A
DEFICIENCY OR AN EXCESS OF SOIL ARISES, THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE
ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN THE
CUT AND FILL.
23.
THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PUPOSES ONLY. THE CONTRACTOR
SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE
PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS.
24.
EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE INSPECTOR AT
THE TIME OF GRADING.
25.
IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS
OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR
AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT.
26.
THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE ENGINEER THE LOCATION OF THE
BORROW AREAS (IF REQUIRED) PRIOR TO THE BEGINNING CONSTRUCTION.
27.
IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS
IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND
RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER
DOCUMENTS.
28.
ANY TRENCHING TO BE DONE WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN
ACCORDANCE WITH THE CITY STANDARD DETAIL S -22.
29.
SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL.
30.
IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING CONTRACTOR TO:
A. FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS.
B. NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS.
C. INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING
EARTHWORK OPERATIONS SO THAT THEY MAY BE .TREATED ,UNDER HIS DIRECTION (THESE MIGHT INCLUDE
BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.)
,d
31. FLOODING, JETTING OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED.
32. ANY ABANDONED WELLS ON THE PROPERTY. DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED
IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE ORDINANCES.
33. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO
PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED
WITH A GROUND COVER INDIGENOUS TO THE AREA.
34. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL ENGINEERING INVESTIGATION, GROUND SURFACES TO
RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A
TO A MINIMUM DEPTH OF TWELVE INCHES (12 ") BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE
FILLED.
COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF NINETY -FIVE PERCENT (957.)
OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557 -78, METHOD A, AND SHOULD EXTEND
TO A MINIMUM DISTANCE OF TWO FEET (2') BEYOND THE OUTSIDE EDGES OF PAVEMENTS.
35. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO NINETY
PERCENT (90 7.) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET (5) BEYOND THE OUTSIDE EDGES OF THE
FOUNDATIONS OF THE STRUCTURES.
THE DEPTH OF OVER EXCAVATION AND COMPACTION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT
BELOW EXISTING GROUND ELEVATION. RE- COMPACTION OF OVER- EXCAVATED MATERIAL SHALL BE AT LEAST
NINETY PERCENT (907.) OF MAXIMUM DRY DENSITY.
36. ALL FILL. AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A
STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6 ".
37. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL.
38. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS AND
COMPACTED AT OPTIMUM MOISTURE CONTENET BY APPROVED METHOD.
39. ANY FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY C.B.C.
APPENDIX CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER.
40. UNAUTHORIZED CHANGES OR USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ANY AND ALL CHANGES TO
THESE PLANS MUST BE APPROVED BY PINNACLE CIVIL ENGINEERING, INC.
41. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL ENGINEER, THE SOILS ENGINEER,
OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED
UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THEIR AREA OF
TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF 7HE
PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT
OF SUCH GRADING.
42. IF THE PROJECT IS SUBJECT OT THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO 92- 08 -DWQ) MUST BE FILED WITH STATE, WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE
WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED
CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION
HOURS.
43. ANY 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 RIGHT OF WAY AND
INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
PARKWAY SLOPE
CURB & GUTTER
t'T'\TyPicAL LoT ROUGH
NO SCALE
TO BE FINE GRADED BY HOUSE
CONTRACTOR AT THE TIME OF
HOUSE CONSTRUCTION, AS SHOWN
ON TYPICAL LOT GRADING DETAIL,
THIS SHEET.
2'
Mi.
W
a
PAD COMPACTION LIMITS
FINISH PAD
20'
EXISTING GROUND
VARIES
G
10'
P
SEe�peo;
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1. FINAL FINISHED PAD, AND GRADED SWALES, AS SHOWN ON DETAIL QQ`� �� v
SHALL BE CONSTRUCTED BY BUILDING CONTRACTOR AT TIME OF 4`��``'
HOUSE CONSTRUCTION. ^ /
2. GENERALLY THIS PLAN PROVIDES FINISHED GRADE ELEVATIONS AT
REAR LOT CORNERS AND FRONT PAD PREPARATION LIMITS, SUCH ' . `•
THAT ONE- PERCENT SWALES MAY BE ACHIEVED. HOWEVER, AT
SELECT CRITICAL LOCATIONS, FINISHED PAD ELEVATIONS ARE SHOWN
ON PLAN.
PER CALTRANS STANDARD PLAN
D75B.
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0 o 01 j
W Y I > 0
40'
ROUGH GRADING LINE -
SEE APPLICABLE SECTIONS
TYPICAL LOT GRADING DETAIL
NO SCALE
R/W
10' 20'
VARIES
PAD COMPACTION LIMITS
FINISH PAD
EXISTING GROUND
P
2'
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SHEET 2
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ADD'L 4' R/W
LANDSCAPE
STRIP
C/L R/W
55' 55' 4
LANDSCAPE
10' 45' 45' 10' t STRIP
38'
7' 1 7'
38'
w w
FUTURE n NIC
n
BLOCK WALL ° TYPE 'M' ° BLOCK WALL TO BE
I 6" TYPE "B" CURB & GUTTER MEDIAN CURB w I I I CONSTRUCTED WITH
W/ 5.5' WIDE SIDEWALK ( 2' I I STREET IMPROVEMENTS
2% MIN. 27. MIN
GRADE LINE
SEC 77O N NOTE
1. GRADING OF VINELAND, MASTERSON, PALADINO, AND
PANORAMA TO BE 'PERFORMED' SEPARATELY WITH
STREET IMPROVEMENTS - NOT IN CONTRACT.
110" RIGHT —OF —WA Y
� VINELAND ROAD, MASTERSON DRIVE & PALADINO DRIVE'
R/W
ADD'L. 4'
LANDSCAPE
STRIP
FUTURE nl
BLOCK WALL
II
II
II
NOT TO SCALE
CA
GRADE LINE
SECTION NOTE
1. GRADING OF VINELAND, MASTERSON, PALADINO, AND
PANORAMA TO BE 'PERFORMED' SEPARATELY WITH 90' RIGHT —OF OF- WA- °4
STREET IMPROVEMENTS - NOT IN CONTRACT.- PANORAMA DRII/E��f
3 Nor m SCALE
e,��,awwu
R/W ' a'�.,I CA
44' 31'
24' 20' 20'
3'
VARIES 6' VARIES
ADD'L. 4' R/W
LANDSCAPE
STRIP I 15' -19.5'
n
FUTURE I
II
II
etr'
6" TYPE "B"
CURB & GUTTER
2 2� " M- IN
SIDEWALK
(MEANDERING) 0.20' A.C. PAVING OVER 0.70'
AGG. BASE OVER 0.50' NAT.
COMPACT UNDER CURB, GROUND COMPACTED TO 95%
GUTTER AND SIDEWALK GRADE LINE MAX. DENSITY.
(TYP.) 6" MIN. TO 90%
MAX. DENSITY.
* SEE C.O.B. STD. DWG. S -27
FOR SLOPE PARAMETERS 750 RIGHT —OF —WAY
EAST & WEST PROMENTORY CIRCLE
55-63'
35'
CA
NOT TO SCALE
(PRI VA TES
55-63'
35'
24.5' -31'
TYPE 'M'
MEDIAN CURB
27. MIN
FOUR' SEASONS
NORTH AND SOUTH
NOT TO SCALE
w
z
0
w
15-
2'
R/W
4
LANDSCAPE
STRIP
NIC
BLOCK WALL TO BE
CONSTRUCTED WITH
('_STREET IMPROVEMENTS
24"
I
,,,—LOT GRADE LINE
LJ
R/W
11'
4.5'
2'
SIDEWALK
(MEANDERING)
R/W
10'
SI 4,5 2.5
2'
SEE DETAIL
THIS SHEET 3
CA R/W
30 30'
20` 20' 10'
3' 4.5' 12.5
6" TYPE "B" CURB & GUTTER 2,
W/ 4.5' WIDE SIDEWALK
0.20' A.C. PAVING OVER 0.70'
AGG. BASE OVER 0.50' NAT. COMPACT UNDER CURB,
GROUND COMPACTED TO 95% GUTTER AND SIDEWALK
GRADE LINE MAX. DENSITY. (TYP.) 6" MIN. TO 907.
MAX. DENSITY.
60' RIGHT —OF WA Y FORS 0 EBPARAMETERSS -27
TYPICAL LOCAL STREET SECTION
NOT TO SCALE
(PRI VA TE)
4" TYPE "C" ROLL TOP
CURB AND GUTTER PER
C.O.B. STD. S -1.
SEE DETAIL 3
THIS SHEET
R/W
4'
LANDSCAPE
STRIP
�,
'FUTURE
Q � BLOCK WALL
I
II
LOT GRADE LINE
JL- - -
24.5-30'
10' -18'
10'
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55-63'
35'
24.5' -31'
TYPE 'M'
MEDIAN CURB
27. MIN
FOUR' SEASONS
NORTH AND SOUTH
NOT TO SCALE
w
z
0
w
15-
2'
R/W
4
LANDSCAPE
STRIP
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BLOCK WALL TO BE
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24"
I
,,,—LOT GRADE LINE
LJ
R/W
11'
4.5'
2'
SIDEWALK
(MEANDERING)
R/W
10'
SI 4,5 2.5
2'
SEE DETAIL
THIS SHEET 3
CA R/W
30 30'
20` 20' 10'
3' 4.5' 12.5
6" TYPE "B" CURB & GUTTER 2,
W/ 4.5' WIDE SIDEWALK
0.20' A.C. PAVING OVER 0.70'
AGG. BASE OVER 0.50' NAT. COMPACT UNDER CURB,
GROUND COMPACTED TO 95% GUTTER AND SIDEWALK
GRADE LINE MAX. DENSITY. (TYP.) 6" MIN. TO 907.
MAX. DENSITY.
60' RIGHT —OF WA Y FORS 0 EBPARAMETERSS -27
TYPICAL LOCAL STREET SECTION
NOT TO SCALE
(PRI VA TE)
4" TYPE "C" ROLL TOP
CURB AND GUTTER PER
C.O.B. STD. S -1.
SEE DETAIL 3
THIS SHEET
R/W
4'
LANDSCAPE
STRIP
�,
'FUTURE
Q � BLOCK WALL
I
II
LOT GRADE LINE
JL- - -
NOT TO SCALE
(PRI VA TE)
RESIDENTIAL ALLEY
TURN —OUT
FOR EMERGENCY VEHICLES
NOT TO SCALE
(PRI VA TE)
RESIDENTIAL ALLEY -
TURN —OUT
FOR EMERGENCY VEHICLES W/ PARK /N6
NOT TO SCALE
(PRI VA TE)
TYPE "M" CURB (TYP.)
4.00' WIDE
LANDSCAPE-
EASEMENT
R/W
� rV HIGH CONC. BLOCK
WALL -
10' BLOCK WALL % BE
CONSTRUCTED WITH
STREET IMPROVEMENTS
6.13' 1 7.50' �r 0.37'
Lf 24 FINISHED
2:1 MAX - 2% MIN.
w
z
NOTE:
1' MIN. BENCH REQUIRED IF THE
ELEVATION DIFFERENCE IS LESS a_'
THAN 1 FOOT. O
al FINISHED PAD OR
%- LANDSCAPE ELEVATION
FINISHED PAD
LANDSCAPE ELE'
toJ`N TYP /CAL SECTION
3 NOT TO SCALE
J
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LANDSCAPE AREA
DSCAPE AREA
CURB PER C.O.B. ST -18
*WHEN PARKING OCCURS WITH EMERGENCY
VEHICLE TURNOUT (EVTO), THE C.L. TO F.L.
WIDTH SHALL BE 23.5' & THE MINIMUM PARKING
SPACE DEPTH WILL BE 18'. WHEN PARKING OCCURS
WITH OUT EVTO, THEN OTHER DIMENSIONS WILL APPLY.
TYPICAL SECTION
3 NOT TO SCALE
w
z
w NOTE: >
Z 1' MIN. BENCH REQUIRED IF THE
J ELEVATION DIFFERENCE IS LESS
THAN 1 FOOT. 0)
w n FINISHED PAD OR
LANDSCAPE ELEVATION
2'
LANDSCAPE ELEVAT ON
2% MIN_ 276 M
TYP /CAL SECTION
3 NOT TO SCALE
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13.5'
13.5'
it
12.5'
12.5'
1'
2'
2% MIN.
2% MIN.
,
020' A.C. PAVING OVER 0.50'
AGG. BASE OVER 0.50' NAT.
COMPACT UNDER CURB,
GRADE UNE
GROUND COMPACTED TO 95%
GUTTER AND SIDEWALK
(TYP.) 6 MIN. TO 90%
MAX. DENSITY.
MAX. DENSITY.
* SEE C.O.B. STD. DWG. S -27
27'
RIGHT —OF —WA Y
FOR SLOPE PARAMETERS
TYPICAL RESIDENTIAL ALLEY SECTION
NOT TO SCALE
(PRI VA TE)
RESIDENTIAL ALLEY
TURN —OUT
FOR EMERGENCY VEHICLES
NOT TO SCALE
(PRI VA TE)
RESIDENTIAL ALLEY -
TURN —OUT
FOR EMERGENCY VEHICLES W/ PARK /N6
NOT TO SCALE
(PRI VA TE)
TYPE "M" CURB (TYP.)
4.00' WIDE
LANDSCAPE-
EASEMENT
R/W
� rV HIGH CONC. BLOCK
WALL -
10' BLOCK WALL % BE
CONSTRUCTED WITH
STREET IMPROVEMENTS
6.13' 1 7.50' �r 0.37'
Lf 24 FINISHED
2:1 MAX - 2% MIN.
w
z
NOTE:
1' MIN. BENCH REQUIRED IF THE
ELEVATION DIFFERENCE IS LESS a_'
THAN 1 FOOT. O
al FINISHED PAD OR
%- LANDSCAPE ELEVATION
FINISHED PAD
LANDSCAPE ELE'
toJ`N TYP /CAL SECTION
3 NOT TO SCALE
J
LL
J
R
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M
W Y I > U
;� U a UO
LANDSCAPE AREA
DSCAPE AREA
CURB PER C.O.B. ST -18
*WHEN PARKING OCCURS WITH EMERGENCY
VEHICLE TURNOUT (EVTO), THE C.L. TO F.L.
WIDTH SHALL BE 23.5' & THE MINIMUM PARKING
SPACE DEPTH WILL BE 18'. WHEN PARKING OCCURS
WITH OUT EVTO, THEN OTHER DIMENSIONS WILL APPLY.
TYPICAL SECTION
3 NOT TO SCALE
w
z
w NOTE: >
Z 1' MIN. BENCH REQUIRED IF THE
J ELEVATION DIFFERENCE IS LESS
THAN 1 FOOT. 0)
w n FINISHED PAD OR
LANDSCAPE ELEVATION
2'
LANDSCAPE ELEVAT ON
2% MIN_ 276 M
TYP /CAL SECTION
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=728.8 10 �? � / � fix, O�y \ 9� �, °,� �.0� \ •yob 6 ✓ � FL�s / � \ � � �
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187 � � o \ _
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FP =729.4 �i FP =729.6 10C, \ ^� F X30 9
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�25' WIDE ADDITIONAL DEDIC N ()� IMPROVEMENTS PFAR STREET \RES /DEN T/ L A EAw W_
�M• � CONSTRUCTION Pt�ANS PARSE 4 �
RAIN -LINK FENCE PER BK. 4965, PG. 1947 R. 7 OJ EX. STEEL FENCE 0 FOR PARCEL MAPII NO. 11013
�\h ^ o \ o �; NORTH
Q \ SCALE: 1 " = 5 S
- - - 01 � - - - OF - - - CHAIN -LINK FE E FD. C.O.B. NC. . 1
pc STREET RIGHT-OF-WAY PER BK. s s0 00 T. 29 S., R. 'gSE. 17,
i PE BK. 4777, PG. 1266 O.R.
0 WIDE 0AD E
6370, PG. 796 O.R. & K. 4 86, P .2276 O.R. SEWER MANHO E
EX. TREE LINE EX. OD NCE 754.97 TOP RI
EX. EDGE OF PAVEMENT TYP. EX. TEMPORA . WIRE 740.71 INV 15" -S
^ . FENCE TYP. EX. TELEP ONE „
59 +00 PED STAL 40.84 INV 12
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1 84 / \ 83 69 / \ 70
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FP =754.4 0 / \ h
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10�• I �, i h I �' . J �`'�� i 4 75 1 76 77 78 \ \ � FP =753.6 � Pos P. i
EEO 79 80 81 I � --EX. MAIL XES
FP=750.1 � FP =749.8
FG \ F FP =750. 1.6 FP =7526 82
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f 1 FP =7 0 DWYI h I DWY. =7�` h�� DWY.I ��h hG�h 73 �' - - �' - - - c� - - - -Gi c�
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FP =753. ° �` �, - - -�- - -T 752.4 C f;� Q
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_ � � � -" � �� h�� � (PRIVATE�h h Ah '� > � . � �� a z 750.7 � � :�� 91 90 8 gg 87 � �
j 0.4O ,�h'`' ,�h'` .404' IN 1h � � - RCP S 86 85 4 FP =753.6 F w
�S` 1h . � ��•� -`751.3 =750.5 FP =7501 = FP =750.2 FP =751.0 FP =751.7
�• S < FP 7526 O n
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z �� =7524 oh FP =7520 �S h`1' v z �. » » o
h`ti' ? �, Qom-. LOT D LANDS /NG o S, LOT �' FP-752.
752 52 ¢ h11 G zi ti_ FP =7525 =752 =7529
CL-15; Q 1hC� cq a o o 0 9 9 1 F
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» �S �`s? o lNG �. l ! h e N _ \ Q `s•o _ , ` 9 - - - (
PE 9 BK. 495
AUBURN _HILLS _LANE x 750• =7501 ' ' ' o°� ho ASHEVILLEh, Q PACE °(P IVATE) � ° \ o c.
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3 6 749.9 00 - �- - - -- -} - - -- - -- - -} - - --I I 751 6134, PG. 99 O.R.
ss 3 36 37 38 9 43 \c t h� 1a°'' 3 3 I 10l
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3 FP =751.6 " FP =751.4 FP= 1.3 = 750.4 )� � cn' sa 1 � �
31 32 FP =752 FIR-751.9 FP=751.0 FP =750.8 FP =750. FP 750.5 �o AZ 9 A p`L c� 16 117 GO 118 119 c1 c-0 120 I �S�
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63 =751. 752 7524 FP 7526 FP =7528 FP =753.0 pyyY
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FP =7526 FP-752. (F �h� �p �.� FP =750.4 FP=749.8 9, G S2o FP =7520 752
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ryc� °�� h ELK CITY h° hol h -'s / FP =751.9 _ __ -
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2 3 tFP-:7:51.)6 �, 750.9 7 12 FP =7520 FP-750.5 FP =750. h° `'?� Ac� 749. i SO °• b z
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