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4` EXP 6 -3-OS _ TAFT HIGHWAY
STATE ROUE V-KER - 119 APPRO /ED BY. O Q W
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I 19 1 PARCEL 2 1 I
ENGINEER G AND RVEYING SERVICES, DIRECTOR KERN COUNTY DATE i I PARCEL B i I S Q = o �,
Z IP.M. 10579) LLA 898 PARCEL 'A' I p W S O
CHARLES A. LACK R.C.E. 36734 (EXP.06 /30/08) ► 1 LLA 9698 z r
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CHISELD "0" IN THE CENTER OF THE SOUTHWEST CURB RETURN AT THE i SUMP PHASE UNE w o J m W o o �.
PARCEL 1 cW � =V�
INTERSECTION OF HIGHWAY 119 (TAFT HIGHWAY) AND HUGHES LANE. I W m ° o Q m
ELEVATION = 346.72 COUNTY DATUM PER K.C.S. F.B. 1152, PG. 13 PHASq 2 ,�y
PARCEL 9 p V =° Q(1) m IL
PARCEL 2 2 o v
BENCHMARK SET- /? PHASE 2 ER
PARCEL 8
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THE END OF THE EAST FLOWLINE ON CAMPAGNONI STREET PARCEL 3 0D
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SOUTH OF THE EXISTING CHEVRON GAS STATION.
ELEVATION = 347.55 COUNTY DATUM I ' PARCEL � Y > v
PARCEL 4 / 3 W V 4
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PARCEL 5 I % /
PARCEL 6
14 13 L..l 8 17 j MA ID 16 15 AEY Q
PA CH ECO RD. 1130S R 2 E SCALE: ,' 200'
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23 FA IRVIEW ROAD °Q
21
24 19 20 O 22 a
N01L�"
W
ARVIN ED I S 0 N FOR PHASE 1 CONSTRUCT /ON
26
Q Q 30 29 28 27 -N- ALL WORK IN COUNTY R/W TO BE DONE WITH ENCROACHMENT w
0 0 25 AND TEMPORARY FAC /L /T/ES
ry � PERMIT FROM KERN COUNTY ROADS DEPT, ONL Y. D
HOSKIN RD. W �
35 36
31 32 33 34
McKEE RD. GREENFIELD
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P U DKIN IPANAMA \ �►
(n CE TER1 PROJECT o
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W 2 SITE 0 4 3 MA TERIALS LIST SHEET INDEX LEGEND W W
6 W v
Q URNO � ROAD � DI (;I ®RGI® ESTIMATED QUANTITIES, NOT
0 TITLE SHEET CL- CENTERLINE O SHEET INDEX NUMBER
99 z TO BE USED FOR BIDDING PURPOSES DWY.- DRIVEWAY
z 0 STREETS` ® DETAILS- GENERAL NOTES FL- FLOWLINE -�- DIRECTION OF DRAINAGE
11 Q 12 7 8 9 3 B.C.R.- BEGIN CURB RETURN p CONCRETE MONUMENT
0 O� 1 COMPAGNONI STREET 573 L.F. O COMPAGNONI STREET E.C.R. END CURB RETURN
T� ` � � � � � U 0.30' A.C. /0,40' A.B. 21,804 S.F. P.I.- POINT OF INTERSECTION
E.C.- END CURVE
6" CURB AND GUTTER 1,092 L.F. B.C.- BEGIN CURVE
SURVEY MONUMENT ENCASEMENT 4 EA. P.I.V. C.- POINT OF INTERSECTION
STREET LIGHTS (9500 LUMEN) 2 EA. VERTICAL CURVE
KO�///�
/' P.O.V.C.- POINT ON VERTICAL CURVE JOB No.. OFi -Zi9
B.V.C. -� BEGIN VERTICAL CURVE
I40mv OZ- 92ST0AP111
NO SCALE E.V.C. END VERTICAL CURVE
DATE 42167106
DRAWNBY EAF/RTM
CHECKEDBY.• MAV
EXHIBIT »A» SHEET ,
STREET PLANS
PARCEL MAP 10717 OF 9 SHEET
COUNTY CF KERN - 87REET NO7ES
GENERAL NO TES:
LALL IMPROVEMENTS SHALL BE IN ACCORDANCE NTH KERN COUNTY DEVELOPMENT STANDARDS,
AND OTHER COUNTY ADOPTED POLICY, STREET IMPROVEMENTS SHALL BE AS REQUIRED FOR
TYPE A SUBDIVISIONS
2IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA BUSINESS AND
TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
CURRENT ADD177ON AT TIME OF PLAN APPROVAL AND DETERMINED APPLICABLE BY THE KERN
COUNTY ROAD COMMISSIONER AND DIRECTOR OF ENGINEERING AND SURVEY SERVICES
3.INDUSTRIAL STREETS HAVE BEEN DESIGNED FOR A TRAFFIC INDEX OF 6.0
LOCAL STREETS HAVE BEEN DESIGNED WITH A TRAFFIC INDEX OF 4.75,
4.ALL S7REETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE OF SEE SEC77ONS_, SHOULD
FURTHER 7ES77NG SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS
SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH ROAD
COMMISSIONER'S POLICY.
5.ANY LAYER OF "R" VALUE MATERIAL SPECIFIED IN THE TYPICAL CROSS - SECTION MAY BE
INCREASED IN DEPTH PROVIDED THAT THE MA7ERIAL ABOVE 7HAT LAYER HAS NO LESS 7HAN
THE MINIMUM THICKNESS SHOWN.
6.IF APPROVED IN WRI77NG BY THE ROAD COMMISSIONER, AN ALT5RNA7F PAVEMENT DESIGN
USING CLASS 111 AGGREGATE BASE AND A THICKER A.C. SEC77ON MAY BE USED.
ZRELA77VE COMPAC77ON OF NOT LESS THAN 959 SHALL BE OBTAINED FOR A MINIMUM DEPTH
OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER
TO LIP OF GUTTER). IN ADDI770N, RELATIVE COMPAC77ON OF NOT LESS THAN 959 SHALL
BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS
(1.5' TO 2.5' AS DIRECTED BY ROAD COMMISSIONER ON MAJOR AND SECONDARY HIGHWAYS)
8.ANY WORK WHICH AFFECTS ANY EXIS77NG COUNTY MAINTAINED ROAD OR TRAFFIC THEREON
SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK,
9. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS).
10,CROWN HEIGHT SHALL BE AS SHOWN ON TYPICAL SECTIONS. MAXIMUM CROSS FALL
BETWEEN GUTTERS SHALL BE 6 ".
11.POR7LAND CEMENT CONCRETE SHALL BE CLASS B UNLESS OTHERWISE INDICATED. MINOR
STRUCTURES SHALL BE CLASS A CONCRETE.
12, THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND 07HER SAFETY
DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE KERN COUNTY
ENGINEER, THE PRICE FOR 774IS 17EM SHALL BE INCLUDED IN 77-IE PAVEMENT PRICE.
13.S7REET LIGH77NG SHALL BE INSTALLED, WITH PUBLIC U77LITY SERVICES AND MAINTENANCE TO BE
PROVIDED BY COUNTY SERVICE AREA 67.
14, THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY COUNTY
GRADING ORDINANCE, PRIOR TO START OF ANY EARTHWORK.
15.WHEEL CHAIR RAMPS SHALL BE C0NS7RUC7FD AT CURB RETURNS, AS SHOWN ON THE PLANS
SEE PLATES R -47 THROUGH R -49 OF THE KERN COUNTY DEVELOPMENT STANDARDS
16.ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES,
PIPELINES, CONDUITS, CANALS, AND APPURTENANCES, WHICH ARE CONSIDERED TO BE
OBSTRUC77ONS SHALL BE RELOCATED AT 7HE EXPENSE OF THE SUBDIVIDER.
I ZNEW STREETS SHALL BE EXTENDED AT INTFRSEC77ONS AS DIRECTED BY THE COUNTY
ENGINEER IN ORDER TO PROVIDE A SAFE 77E INTO EXIS77NG STREET PAVEMENT.
18.STORM DRAINAGE SUMP(S) SHALL NOT BE ALLOWED TO ACCEPT WATER UN77L SECURED BY
PERMANENT FENCING, OR IN THE CASE OF SHALLOW UNFENCED BASINS, NOT UN77L
COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE SUBDIVISION
STANDARDS TRACT TO BE INCLUDED IN COUNTY SERVICE AREA 67, ZONE OF BENEFIT 1,
FOR DRAINAGE MAINTENANCE.
• / GRA A GE WIN WE PD/l l //COGNS OR FOG 9 41: IN &FG;7GN _c37-' iWA"NGUG 994&o G'
,
N FFEG
20.MAXIMUM PLUS GRADE TOLERANCE FOR AB, ASO AND O.G. SHALL BE 0.05 OF A FOOT.
21.ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY SHALL BE ADJUSTED TO
FINISHED GRADE PER K.C.D.S PLATE R -57.
22.PAVEMENT GRINDING IN ACCORDANCE WITH SEC77ON 42 OF THE STANDARD SPECIFICA77ONS
SHALL BE PROVIDED AS DIRECTED BY THE COUNTY ENGINEER WHERE NEW PAVEMENT MEETS
EXISTING PA VEMENT.
22.PAVEMENT GRINDING IN ACCORDANCE WITH SEC77ON 42 OF THE STANDARD SPECIFICA77ONS
SHALL BE PROVIDED AS DIRECTED BY THE COUNTY ENGINEER WHERE NEW PAVEMENT MEETS
EXISTING PAVEMENT.
239 TRACT SHALL BE INCLUDED IN COUNTY SERVICE AREA 67, ZONE OF BENEFIT 3 FOR
STREET SWEEPING.
CON57RUC77aVNO7F5=
1. CONTRACTOR AGREES 774AT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDI7ONS DURING THE COURSE OF CONS7RUC77ON OF THE PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY
CON 77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: 77IAT 174E CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD 174E OWNER AND THE ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON
THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING FOR THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
2 PINNACLE ENGINEERING AND SURVEYING SHALL NOT BE RESPONSIBLE OF LIABLE FOR
UNAU7HORIZED CHANGES TO, OR USES OF, THESE PLANS
3. SEE GRADING PLANS FOR OTHER IMPROVEMENTS 7HAT ARE PART OF THIS PROJECT.
4, IN THE EVENT C0NS7RUC770N 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 174E
USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS
5, CON7RACTOR SHALL OBTAIN ALL NECESSARY PERM17S BEFORE START OF CONSTRUC770N.
6, IF A PROBLEM SHOULD ARISE DURING 7HE COURSE OF CONS7RUCT70N, IT IS 174E
RESPONSIBILITY OF 774E CON IRA CTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY
FURTHER WORK.
Z THE LOCA77ONS OF EXISTING UTIL177ES AND UNDERGROUND PIPELINES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CON7RACTOR SHALL DETERMINE 774E EXACT LOCA7701V AND
DEP7H OF ALL EXIS77NG U77LI77ES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK,
HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCAIF; PRESERVE AND PR07ECT ANY AND ALL
UNDERGROUND U77LI77ES AND PIPELINES. 774E CONTRACTOR SHALL CALL U.S.A.
(UNDERGROUND SERVICE ALERT) 1 -800- 642 -2444 TWO WORKING DAYS PRIOR TO ANY
CONSTRUCTION OR EXCAVATION.
8, IF 774E CONTRACTOR IS IN DOUBT AS THE MEANING OF ANY PART OF THE PLAN AND
SPECIFICA77ONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATON OR A CORREC77ON THEREOF, PRIOR TO
FILING HIS BID PRICE FOR 174E PROJECT.
COUNTY OFKV?N - CMD/NG NO7EY
1, ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND
SHALL CONFORM TO KERN COUNTY GRADING ORDINANCE, U.B.C. APPENDIX
CHAPTER .;f3, AND THE GE07ECHNICAL INVESTIGATION SOILS REPORT PREPARED
By KRAZAN AND ASSOCIATES DATED_________ AND THE
ADDENDUM TO THE SOILS REPORT BY KRAZAN AND ASSOCIATES DATED
NOVEMBER 7, 2006 AND SHALL MADE A PART HEREOF.
2. ALL DESIGN ELEVA7IONS 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 ELEVA77ON AFTER COMPLE77ON OF GRADING, THE CONTRACTOR
SHALL RE7URN AND CORRECT THE GRADING AT NO COST TO THE OWNER.
4, CON7RACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF
CONSTRUC770N. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM
THE COUNTY OF KERN FOR ANY WORK TO BE PERFORMED IN 7HE COUNTY
RIGHT -OF -WAY.
5. UPON COMPLE77ON OF GRADING AND BEFORE 7HE START OF
CONS7RUC770N, A FINAL SOILS REPORT COVERING THE SI7E
PREPARA7ON AND GRADING SHALL BE SUBMITTED TO 774E ENGINEER AND
BUILDING DEPARTMENT BY 774E SOILS ENGINEER.
6. IF A PROBLEM OR CONFLICT ARISE DURING THE COURSE OF THIS
PROJECT, IT IS 774E RESPONSIBILITY OF THE OWNER OR THE GRADING
CONTRACTOR TO N077FY THE ENGINEER IMMEDIATELY PRIOR TO ANY
FURTHER WORK.
7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING"
IN ACCORDANCE WITH KERN COUNTY ORDINANCE AND U.B.C. APPENDIX
CHAPTER 33. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT
SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE
COMPLIANCE WITH THE PLANS, SPECIFICA77ONS AND CODE 107HIN HIS
PURVIEW.
8. DUST CONTROL:
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST
NUISANCE FROM ORIGINA77NG FROM THE SI7E OF WORK AS A RESULT OF
HIS OPERATIONS DURING THE EFFEC77VE PERIOD OF 7HIS CONTRACT.
PREVENTA77VE 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. 7HE CONTRACTOR IS RESPONSIBLE FOR VERIFICA77ON OF 7HE LOCA77ON
AND DEPTH OF ALL EXIS77MG U77LI77ES PRIOR TO BEGINNING OF ANY
WORK. CALL U.S.A. NUMBER (1 -800- 227 -2600) PRIOR TO ANY
CONSTRUCTION OR EXCAVATION.
10, 7HE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPEC77ONS DURING
774E PREPARA7ON OF THE NATURAL GROUND AND THE PLACEMENT AND
COMPAC770N OF THE FILL TO BE SA77SFIED THAT 7HE WORK IS BEING
PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE
REQUIREMENTS.
11, EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON 7HIS 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 SHOULD BE PERFORMED FOR
CONCEALED SUBSURFACE OBSTRUC770NS ALL ABANDONED SUBSURFACE
0BS7RUC770NS SHOULD BE REMOVED. IF THE TERMINUS OF ANY
ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING
SHOULD BE REMOVED 107HIN 7HE PROJECT AND PROPERLY CAPPED AT
THE PROJECT BOUNDARY.
13, CON7RACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB S17E" CONDITIONS DURING 7HE COURSE OF
CONSTRUC710N OF 77-IIS PROJECT; INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND 774AT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNEC77ON WITH THE .PERFORMANCE OF WORK ON THIS PROJECT,
EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
THE OWNER OR THE ENGINEER.
14, 7HE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE
BY 774E OWNER AND ALL RESTAK/NG OR REMARKING SHALL BE AT 7HE
EXPENSE OF 774E CON7RACTOR.
15. ALL ONSI7E OR OFFS17E 0BS7RUC770NS SHALL BE REMOVED BY
CONTRACTOR AT CONTRACTOR'S EXPENSE.
16, ANY EXIS77NG IMPROVEMENT OR U77LITY REMOVED, DAMAGED OR
UNDERCUT BY CON7RACTOR'S OPERA7ONS SHALL BE REPAIRED OR
REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE
COUNTY OF KERN AT 774E CONTRACTOR'S EXPENSE.
17. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE
SUPERVISION OF THE SOILS ENGINEER. THE SOILS ENGINEER AND
DESIGN ENGINEER SHALL BE N077RED AT LEAST TWO DAYS BEFORE THE
STAR77NG OF ANY OF 7HIS WORK.
18. 7HE S17F SHALL BE CLEARED AND GRUBBED OF ALL VEGETA770N,
INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS
MA7ERIALS. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES,
ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR 774E
LIKE, SHALL BE FILLED AS REQUIRED BY 7HE SOILS ENGINEER.
19. FILL MATERIAL SHALL BE SUBJECT TO THE SOIL ENGINEER'S
APPROVAL.
20. EXPORT MA7FRIAL SHALL BE DISPOSED OF AT AN APPROVED SITE AND
COORDINATED W17H 774E INSPECTOR AT THE TIME OF GRADING.
21, IF THE CONTRACTOR IS IN DOUBT AS TO 774E MEANING OF ANY PART OF
THE PLAN AND SPECIFICA77ONS OR FINDS DISCREPANCIES IN OR
OMISSIONS FROM 774E DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST
FOR AN INTERPRETATION OR A CORREC77ON THEREOF, PRIOR TO FILING
HIS BID PRICE FOR 774E PROJECT.
22. IN 774E EVENT CONSTRUC77ON STAKING BASED ON CONSULTANT'S PLANS,
DRAWNGS OR 0774ER DOCUMENTS IS ACCOMPLISHED BY 07HER 77-IAN THE
CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND
RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF
SAID PLANS, DRAWINGS OR 07HER DOCUMENTS
23. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE
BACKFILLED AND COMPACTED IN ACCORDANCE W177-1 THE COUNTY OF KERN
STANDARDS
24, SURFACE DRAINAGE SHALL BE DIRECTED TO APPROVED DRAINAGE
FACIL177ES AT A MINIMUM OF 19 SLOPE, EXCEPT AS WAIVED BY 774E
BUILDING OFFICIAL,
25. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING
CONTRACTOR TO (A) FAMILIARIZE 7HEMSELVES WTH THE FOREGOING
RECOMMENDA 77ONS, (B) N077FY 7HE ENGINEER WHEN S17E PREPARA 77ON
BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE
ENGINEER IF I TEMS WHICH MIGHT EFFECT FOUNDA 77ON STABILI TY ARE
ENCOUNTERED DURING EARTHWORK OPERA7ONS SO 7HAT THEY MAY BE
TREATED UNDER HIS DIREC77ON (THESE MIGHT INCLUDE, FOR
INSTANCE, BURIED TRASH OR VEGETA770N, PIPELINES, ABANDONED
WELLS, OLD FILLS, ETC.)
Th'E FOLLOWNG' A (Efi'N COUNTY DE!/£LOPiWENT STANDAFrDS SHALL BE CDNS�DEf�EO
A PAflT OF TiriESE PLANS. KC0N17o44rT01f TO OBTA /N LATEST ED/77ON 1WZi?EOFj
.S'TWZ7 10L,4 rZS
STD. NO DESCf,'/PT/ON STD. NO.
® R -1 THRU 28 TYPICAL SECTIONS ❑ R -52 & 53
❑ R -29 PARKWAY AREAS TYPE B. ❑ R -54
® R -30 PARKWAY. AREAS TYPE A ® R -55 & 56
® R -31 COMP. O.G. /R- VALUE ❑ R -57
❑ R -32 ONE WAY LEFT TURN - 14' MEDIAN ® R -58
❑ R -33 THRU 35 EXPANDED INTERSECTIONS ® R -59 & 60
❑ R -36 PROPERTY LINE CUT -OFF DETAIL ❑ R -61
❑ R -37 FRONTAGE ROADS ❑ R -62
❑ R -38 & 39 CUL-DE-SAC ❑ R -63
❑ R -40 STANDARD KNUCKLE ❑ R -64
❑ R -41 INTERSECTIONS ❑ R- 66--68
❑ R -42 1' NON- ACCESS STRIPS ❑ R -69
® R -43 STANDARD CURBS ® R -70
❑ R -44 THRU 46 DRIVE APPROACH DETAILS ❑ R- 71
❑ R -47 THRU 49 WHEELCHAIR RAMPS
❑ R -50 CONCRETE CROSS DRAIN
❑ R -51 WIDE CONCRETE CROSS DRAIN
401?o4 //Xa 7RZo47FS
® D -1
® D -2
® D -3
❑ D -4
❑ D -5
COUNTY OF KERN - OMD/NG NOMS- CONTINUED
26.
FLOODING JET77NG, OR SIMILAR CONSOLIDA77ON METHODS OF
COMPAC77ON IS NOT TO BE PERMITTED,
27.
ANY ABANDONED WELLS ON 7HE PROPERTY DISCOVERED DURING GRADING
SHALL BE ADEQUATELY CAPPED IN ACCORDANCE W1774 ALL APPLICABLE
CITY, COUNTY AND STATE ORDINANCES. CONTACT KERN COUNTY HEALTH DEPT.
28.
ENGINEERED FILL MATERIALS SHOULD BE PLACED IN THIN LAYERS
(LESS 7HAN SIX INCHES [6 "] UNCOMPAC70 THICKNESS, OR AS
RECOMMENDED IN THE SOILS REPORT) BROUGHT TO NEAR 7HE OP7IMUM
Q
MOIS7URE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH
o
EFFEC77VE COMPAC77NG AND SOIL STABILITY, AND COMPACTED TO A
Q
MINIMUM OF NINETY PERCENT (909) OF THE MAXIMUM DENSITY
o
OBTAINABLE BY ASTM 7FST METHOD D1557 -78, METHOD A.
29.
PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH
r^
OF TWELVE (12.0) INCHES BELOW 774E EXIS77NG GROUND SURFACE IN
y
V
W7
AREAS TO BE FILLED.
COMPAC71NG IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM
OF NINETY -FIVE (95.0) PERCENT OF 771E MAXIMUM DENSITY AS
y 4
OBTAINED BY A.S. T.M. TEST ME7HO0 D1557, AND
O
M
r
SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO (2.0) FEET BEYOND
774E OUTSIDE EDGES OF PAVEMENTS
�w
N-! 902 "E
ti
SUMP DETAILS
RODENT BARRIER /DISCHARGE STRUCTURE
SHALLOW SUMP DETAILS
TYPE "B" MINOR STRUCTURE- JUNC770N BOX
TYPE "C" MINOR S77?UCTURE- MANHOLE
R/W
J
30'
NOTE: SEE SHEET 3 - PLAN VIEW
C/L
I
171(l
EXIST. A.,
GRADE LINE —o'
* =FROM HIGHEST GUTTER
30'
17' (1)
EXIST. A.C.
*z�
0.30' A.C. PAVING OVER 0.40'
CL 2 AGG, BASE OVER 0.85'
NAT. GROUND COMPACTED TO
95% MAX. DENSITY.
DETAIL NOTES_
J REMOVE EXISTING A.C. PAVEMENT.
T.I.= - - -6.0 _- R —VAL=
HORIZONTAL: 1"= 50'
LEGEND
TC TOP OF CONCRETE MOW CURB
FG FINISHED GRADE
RW RIGHT OF WAY
TOP TOP OF SUMP
NOTE:
CONSTRUCT SUMP W1774 REGARD TO
SPECIFICA71ONS SET FOR BY "SOILS
ABSORB77ON EVALUA77ON PROPOSED
TEMPORARY BASIN FOR PARCEL MAP N09
10717" BY KRAZAN AND ASSOCIATES
DATED NOVEMBER 7, 2006.
R/W
0.2
DESCfi' /f'T /ON
SIDEWALK DETAIL
BUS TURNOUT DETAILS
BACKFILL REQUIREMENTS
ADJUST MANHOLE DETAIL
SURVEY MONUMENT ENCASEMENT
TYPE A MINOR STRUCTURE
MASONRY NON BEARING WALL 70 MPH
MASONRY NON BEARING WALL 80 MPH
RETAINING WALL WITH SCREEN WALL 70 MPH
RETAINING WALL WITH SCREEN WALL 80 MPH
STREET SIGNS
PART CIRCLE CULVERT
UNDER SIDEWALK DRAIN
ENCROACHMENT RESTRICTION CHART
QROF E SS / ®N
K. V O`'`�yc
� RCE 43130 �
* Exp.3 -31 -08
�9T CIVIL
FOF CA``FO
FOR PHASE 1 CONSTRUCTION
AND TEMPORARY FAC /L /TIES
ONL Y.
TYPE A2 -6 CURB & GUTTER
PER K.C.D.S. STD. R -43
COMPACT UNDER CURB AND
GUTTER 6" MIN, TO 9590
(TYP.)
EXHIBIT "A"
STREET PLANS
PARCEL MAP 10717
JOB Nos& 0609
W.
O
DATE.• 12/MM
DRAWNBY EAF /RTY
Q
OM
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SHEET 2
OF 3 SHEET
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DATE.• 12/MM
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SHEET 2
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LEGEND CONSTRUCT/ON AV
O CONSTRUCT CONCRETE MONUMENT ENCASEMENT PORK C.O. S. DWG. R -58. CONSTRUCT TYPE A2- CURB AND GUTTER PER K. C.D.S. DWG: R -43. o
�- INSTALL 9500 LUMEN STREET LIGHT O2 CONSTRUCT COMMERCIAL DRIVE APPROACH PER KC.D.SI DWG. R -45 TYPE '$ ". Z
-�- INSTALL STREET NAME SIGN NOTE: ALL DR/VEWA Y WIDTH TO BE 22 WIDE FROM WING. TO WING•
O EXISTING SURVEY MONUMENT - PROTECT IN PLACE ® REMOVE EXIS771VG A• C.
CATCH BASIN PER K.C.D.S.anfaaactage
- - PROPOSED R /GHT -OF -WAY O SAWCUT ANr JOIN AS DIRECTED BY KERN COUN TY INSPECTOR. STD. R -59 & R -60
- - - - - SAWCUT /GR /ND AS DIRECTED BY KERN COUNTY INSPECTOR O PERM KENT SUMP AND DRAIN ARE CONSTRUCTED)£ REMOVED WHEN CONSTRUCT .1w /R.G J. 2 STORM
ALL STA 170NING IS BASED ON CENTERLINE DA TA UNLESS OTHERWISE NOTED. GRAIN ®0.24%
O6 CONSTi4'UCT CHAIN LINK FENCE W/Ti! CONCRETE CURB PER K. C. D. S DWG. D -1 NOM A:
- - 24 "SD- - PROPOSED STORM DRAIN (SEE SEWER & STORM DRAIN PLANS AC rt'WALE TO BE REMOVED. EX/S77NG TEMP SWALE TO BE BACKF/LLED CO CT TYPE B
PROPOSED FIRE HYDRANT LOCA 77ON (SEE WA TER PLANS) JUNCTION BOX
II � z � � � PER SO /LS REPORT RECOMMENDA TONS. �
K. C.D.S. KERN COUNTY DEVELOPMENT STANDARDS � w v 0 CONSTRUCT DRAINAGE IMPROVEMENTS & PLUG LINES UNTIL BASIN r 3 0
+ o 8 IS x;ONS7RUCTEO WITH PHASE 2 ti°` ��'
�'- /N.vTALL REMOVABLE PLUG IN STORM DRAIN TO SOUK! FROM MANHOLE NO. 2
L_ Q0 ® (SSE ALSO STORM DRAIN IMPROVEMENT PLANS)
00
K, � � � o FUTURE
cy ¢ Ln+ NN w� PHASE 2
NN FUTURE CONSIRUC77ON °+
CD PARCEL 4 � NOT INCLUDED IN THIS CONTRACT + 110 � 11'
PARCEL 5 �2 a �� FOR /NFORMA T/ON ONLY a z * 00 z i Sawa,
R/w `l' �B PARCEL 3 c +� m +I case
_ �2 z um
- _ offset
° PARCEL 2 m �� Q
-------- - - - - -- �-_
_ INSTALL CAP PARCEL 1
eA As9 c� j _ �, 36 "s0 -� _ 12 +00 AND PLUG -
-° ! -�6 / 3) 0 � D 3� c� 14 +00
- - --- --
------ �� -- v- _ -�- EX. EDGE _ -- -- _
P3A6 eA 627 o ti m ��- - _ -� R=� -�PAV / ENT T��P. N �'''�--`v, --`� _ _ 15 +_Op30 0 6 3
Call -/
CD
PROPOSED FIRE •"., -� .._ `� '� - � ��� �
HYDRANT LOCATION Z ` co Select
Li PROPOSED FIRE � S 04
PARCEL 6 0 HYDRANT 'LOCATION _A_ R/w 20 5"
a' o 2� N83'38'O8'W N '�•�
I I ` j� 137.60' 'w
0 x �� PARCEL 7 N
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0 o z `n� HYDRANT LOCATION
w �C,; o NN PARCEL 8 � Cos
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it N
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U�OHh tTn + +UO h^ Q
DRAINAGE EASEMENT �� w U� U
DEDICATION BY U w � m
SEPARATE INSTRUMENT.
6
PARCEL 9
0
0
1
•-
CURVE
r
00
TANGENT
=`r
C1
1500.00'
309.63'
155.37'
w
C2
1500.00'
57.80'
28.90'
Z0
1z
CAMPAGNONI
M
M
N
05'05'45"
STREET
1478.00'
363.13'
182.48'
14'04'37"
C5
1522.00'
316.01'
z
11'53'47"
C6
1478.00'
203.42'
101.87'
v
I
p
W
109.02'
08 °11'38"
CS
Z
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CATCH BASIN PER K,C.D.S.
' STD. R -59 & R -60
CONSTRUCT 27 L.F.t 24"
CL -111 R.C.P. w /R.G.J. STORM
I IL
DRAIN 0 09159
NOT TO SCALE
PHASE 1
w oM C4 0
m
valaoo
Sea
0+ FUTURE CURVE DATA
O O+pw
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DRAiNPGE 1
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CAMPAGNONI
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
1500.00'
309.63'
155.37'
11'49'37"
C2
1500.00'
57.80'
28.90'
02'12'28"
C3
1500.00'
133.41'
66.75'
05'05'45"
C4
1478.00'
363.13'
182.48'
14'04'37"
C5
1522.00'
316.01'
158.58'
11'53'47"
C6
1478.00'
203.42'
101.87'
07 053'08"
C7
1522.00'
217.66
109.02'
08 °11'38"
CS
1500.00'
210.54'
105.44'
08 002'32"
PARCEL 3
\
\
-CONSTRUCT OUTLET STRUCTURE
PER K,C.D.S. STD. D -3.
SUMP FLOOR =_340_4
E+
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LLA 8-• 98
FOR PHASE 1 CONSTRUCT/ON
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HYDRANT LOCATION
EX. LT. PARCEL , X
R/w STD. LLA 96-'98
PROPOSED FIRE
HYDRANT LOCATION
1\ \ EX. TEMP. \ z�r CL 21 +16.60=
\\ \
°
DRAINAGE SUMP yr FL 21 +18.01
PARCEL 2 PARCEL 1 ENT coNS TRUC�oN
CL 15 +89.27 CL 16 +78.79 CL 17 +45.64
PHASE 1 CONSTRUCTION FINISHED SURFACE S.D.M.H, N0. 2 S.D.M.H. N0. 1
ass
4 ti
BOUNDARY ABOVE STORM DRAIN
6
HORIZONTAL: 1 "= 50'
VERTICAL: 19t= 2'
10' 1
INSTALL
CAP & PLUG
INSTALL REMOVABLE
PLUG IN STORM DRAIN"
IN STORM DRAIN TO
SOUTH FROM MANHOLE
CONSTRUCT 89.53 L•F•t 30"
CL -III R.C.P. w /R.G.J. STORK
DRAIN ® 09159
CONSTRUCT 66.85 L•F•t 30"
CL -III R.C.P. w /R:G.J. STORM
DRAIN ® 0.159
CL 15+99.26 - 412
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FUTURE* CONS TRUCPON - NOT INCLUDE IN THIS CONTRACT � � �- I'- r� � � J � J v '
FOR INFORMA � ION 01W •Y a d� S d �'a 9 1 °D E.Y. I'A t�EMENT ®'CL
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