HomeMy WebLinkAbout5.1-10037FW 51NC, NOTES :
I . PQLOR TD CONSTIZUCTION OF PHASE M , DEVELOPE l- SUTALL
PROVIDE PLANS FOR, WAT V% DIST01"UTIOIN nY'STEm,I D¢V
SCILZ`Z 5157EITI G t<ASETTEMS FORK 5AAIE, IF NECESSARY.
2. P2102TD CONSTRUCTION OF PHASE Z7 DEVE LO HER. SHALL
PROVIDE T'EMPDICARY TVB:NAPDVND ERSEATE- .
3. FZOL TD GONSTZIlLT1pN OF DEUELOPEZ ONALL
Plzovl E COAIbENT TO COMMON ur E" AGREED)EAfTO.
A. IF CON9TEUCT-ION LXMIE OVI-OF- PHASE OGZ9UENCE ADDITIONIAC_
REDUIIZCIO NTS HILL B UE_EDFD
5 ANY PORTION OF PHASE"A" IMPROVEME-NITS DISTURC'aEM POLY
5005EOVE7,17 FHFISE IMPROVI_MEAfT SHALL OE- HY ENC[OACHMEAIT
PERMIT.
P A I'l-'CE I.
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GENERAL NOTES A. 166,51
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH KERN �iP��E'NBHIr� i a xv
POLITY SUBDIVISION STANDARDS AND OTHER REQUIRED
ADOPTED yI(l
POLICY. STREET IMPROVEMENTS SHALL BE AS REQVIRE➢ POR IA
TYPE n SUBDIVISIONS PER NOusTRIx sTAUDAKDS.
L IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF.. w
CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT �„� •' �•"'•a'
OF TRANSPORTATION STANDARD SPECIFICATIONS, 00R L EDrIICM, Ar TIME OF ' ux.•✓...
FMN AIPROVLL AND DETERMINED APPLICARIP BY THE KERN COUNTY v< :X=
:. Mx•r A� �� L� M �• eR
ROAD COMMISSIONER AND DIRECTOR OF ETIGINMPIAIG GSUeVCI 6 VICES �o' it., 121 KKK
3. ALL STREETS HAVE BEEN DESIGNED FOR A TRAFFIC INDEX OF fIY1 pR6YEMEr1i5 __ - -
/� FOR SECONDARY OR MAJOR HIGHVAYS THE ACTUAL i -y �e' IN 1¢' Is IB• e'•' PG[ EY=EWENIT OO^� >
THICKNESS OF THE PAVEMENT SECTION SHALL 8E INCREASED •�� �NTc/ �%M. I 'LJ LCK H4RMM00
WITH CORRESPONDING REDUCTION OF WIDTH PS DIRECTED BY iP• r iOP25 3
THE ROAD COMMISSIONER , -
ol..+. �.' E..••+ue 20.+ Io. ( G1l ` I� PNA.SE "t31' MAP AIDz-1� 2
1. ALL STREETS HAVE BE(N DESIGNED USING S MINIMUM ILO R 'R' .MMI r..<wwa Y JTREL-T CPHNSE•H� I O
V 3 - SHOULD FURTHER TESTING MATERIAL, ST A S SHALL 'R' ri•'y ?no. WrT WMm Z
VALUE DF LA ACTUAL 70 PLACE DtE3CaSTREETS SHALL BE T [aA 2%, FVN _
REDESIGNED ACCORDING TD THE LOIJER 'R' VALUE. IN ACCORDANCE PLAN A'1v •% S _
WITH THE ROAD COMMIS[ONER'S POLICY
S. ANY LATER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL P' ip•iA. .n<wwu W I I P1EINIEYE fADGGLEIl 1 I c N
CROSS SECTTrN MAY BE INCREASED IN DEPTH PROVIDED THAT TRE " f••r K I Q 0'
wy w er vim•• R -VALUE -7A "Y"a R a ° PON 21 AIAPB 101.1°) V r
MATERIAL ABOVE THAT LAYER HAS NO LESS THAN THE MINIMUM F•. rx p.< a1... U ,''
THICKNESS SHOWN � - _ �,�[ _ _-_ T. 1, p L�Ffllw MG A � JAI
T^1'a Y71yI.�y�. TO IL
6. IF EVEN D I WRITING L THE ROAD AGGREGATE
BASER E ALTERNATE q;. = GKO OVER 121 TED 7 R'�-jII f -]➢.l . 1 1 pl
A.C. SECTIO NEMAYN BE USED
DCLRSS III AGGREGATE BASE AND P TRICKER SECTION A -A jECTIUN B -B GROUND COMPACTED T095 ^ia
7. RELATIVE MMPAEPTH OF NET LESS THAN 95% SHALL BE OBTAINED TYPICAL CONCRETE CROSS DRAIN TYPICAL 5ECTION OF INDUSTRIAL STREET
FOR A MINIMUM DEPTH OF E ET( BELOW GRADING PLANE FOR
THE ENT{RE WIDTH OF PAVEMENT (LIP OF GUTTER O LIP OF le ftxLA
GUTTEFE, 95 S ADDITION, RELATIVE A MINIMUM OF NOT LESS lele#FAum enmm srMeee:
THAN FI SHALL R OBTAINED LO FOR a MINIMUM DEPTH OF 10 FEET MAa "A• NO SCALE
BELOW FINISHED GRADE ON LOCAL STREETS (2A' MI MAJOR
C A
AND SECONDARY HIGHWAYS AS DIRECTED BY ROAD COMMISSIONER) FOR q: NY)TC IP PHASE EjCM '
CLINE AU OCCUR^ LSEF
FOE
M
THE WIDTH OF THE TRAVELED WAY PLUS 3 FEET ON EACH SIDE.
IP¢OVEMETIT'S D "
N PNAhE 'ESS DEVELOOEE_ OF
EXAMPLEM TRAVELED WAY ON LOCAL STREET IS 12' EACH SIDE E•CORLT
° HL COMCO`lZ 'h0' OF PAVING FZOM THE
OF CENTERDLINE, THEREFORE. WIDTH FOR V DEPTH IS (12' + D') x 2 = 30'. WC�=01-1 LIP OF GVTTF¢_ TO 10' CAST OF THE T -
AFFECTS ANY EXISTING COUNTY MAINTAINED ROAD OF XYO5 CO 9FaE . PAVING TO 6E INITIALLED PE¢.
B. ANY WORK WHICH
OR TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 INED R DAYS DEETYIL A6DVE FROM THE INOQTRERLV END CIF FXf6TING
FROM THE START OF WORK IITPl2rn1E FAr NTh TD TIE WUTTH64LY p LTKTDAIZV OF FIHASEC� r
9. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW K E Y M A P 8
LINES (INVERTS) .
10. ON LOCAL STREETS, CROWN HEIGHT SHALL BE 6- ABOVE HIGHEST
GUTTER, MAXIMUM CROSS FALL BETWEEN GUTTER SHALL BE 6'. P »•
SCALE) 1'=200'
It. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS DTHERWISE - \I/
INDICATED, _---JJJIVV�
!'` +• VERO(IGO LANE
12. INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY >
DEVICES RAT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL
OF THE KERN COUNTY ROAD COMMISSIONER, _ �T
13. PRIOR TO START OF ANY EARTHWORK. SUBDIVIDER SHALL OBTAIN
A GRADING PERMIT AS REQUIRED BY CDUNTY ADOPTED (MODIFIED)
CHAPTER TO OF U.B.0 AND GRADING ORDINANCE. - - -
14. WHEELCHAIR RAMPS SMALL BE CONSTRUCTED AT ALL CURB RETURNS.
SEE PLATE R-30 6 31 AS DIRECTED BY ENGINEER,
TYPE A2-6
15. ALL EXISTING POLES.
PIES, INCLUDING BUT NOT LIMITED TO
STRUCTURES, POLES, H ARENES, CONDUITS, CANALS, TR
APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS
SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDtVIDER. p
16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED CURD AND GUTTER
BY THE ROAD COMMISSIONER IN ORDER TO PROVIDE A TIE INTO
EXISTING STREET PAVEMENT NO SCALE LEGEND
17, STORM DRAINAGE SUMPS) SMALL NUT BE ALLOWED TO ACCEPT PER KERN COUNTY SUBDIVISION STANDAR9S
WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE CASE PLATE R-27 06'CE'' TWWW-'l OIZNNAE6E SLMP -rD 10VK
OF SHALLOW UNFENCED SUMPS, NUT UNTIL COMPLIANCE WITH DEPTH ALL DIMENSIONS ARE INCHES
AND SIDE SLOPE CRITERIA AS SET BY STANDARDS, O \ O �� s, CS 4,,L.L �O(^'-IWAY L�IN[7 L�CEN{E/11NE • PROPOSED SURVEY MONUMENT ENCASEMENT
R /^
18. ASPHALT REJUVEN47ING AGENT SHALL BE APPLIED TO NEV^h' FG PER PLATE NO, R-40 OF K.C.S,S.
ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE
PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINUS ' _
SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION rl ~ 5 .a
SPECIFICATIONS CURRENT EDITION AND THE STATE r• T 9 O EXISTING MONUMENT ENCASEMENT
77yy��77jj
DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL \ A6 OG"EACH WAV \ �ad/ W )C.Il1 C
PROVISIONS CURRENTLY IN EFFECT. A3 3'M1"."S'LC, Oa" GALU. 7TFFL A1Y.TIr 111QQ ' � � 'aAJ "/� 5.`�
�/Ar ITEQ F[07 lA7 nmcHOlz 3T 5;1M��= 362.(p SF' DIRECTION OF STORM RUN OFF
19. STREET LIGHTING SHALL BE INSTALLED AND A MEANS SHALL 54
BE PROVIDED FOR MAINTENANCE. 1 32/luo yF �°�T 46�-F'
. DEPRGSL GUTIEQ 2'
20. SIDEWALK SHALL BE CONSTRUCTED PER PLATE R-33,
TYPE A, OF THE KERN COUNTY SUBDIVISION STANDARDS. �% )LA_ QAISTIPIh STANDARD CROSS GUTTER
21. DRIVEWAYS SHALL BE CONSTRUCTED PER PLATE R -2A _ _ '.. NW PER PLATE NO, R-34 OF K.C.S.S.
OF THE KERN COUNTY SUBDIVISION STANDARDS. CTYPE'Er ] _ _ _/_. fir - p�S jo,
22. ALL GRAPES SHOWN HEREON ARE GUTTER FLOWLINE P'CU29f GVREE yJ I�F"1F+CJ� + E%)STING STREET SIGNS PER PLATE NO.
GRADES UNLESS OTHERWISE NOTED, ^p [TO S• 1„UR-39 OF K,C,S.SBEYOND eso1Nm23. STREET SIGNS SHALL BE INSTALLS➢ PER PLATE R-39 To,.0-,OF THE KERN LOIMTY SUBDIVISION STANDARDS (9 /' s'OACN7NG %' =1-[atP - 3/5.05 ' END ❑F STREET SIGN PER PLATE NO. R-58
Nso6.En.I.xRr OF K.C.S.S.
21. STOP SIGNS SHALL BE INSTALLED PER PLATE R-56 PJCIpyJy� �,HoK1EOF THE KERN COUNTr SUBDIVISION STANDARDSi'-^T�.m -r✓l IGF O EXISTING 5TOP SIGN
is FIELD GROUND 25. BASED UPON AVAILABLE RECO XIS NO UNDERGROUNDUTIL OW H OBSTRUCTIONS EXIST A THE SITE, EXCEPT_2' (41 W1w-ASSHOWN HERF_ON. IF ANV ADDITIONAL UTILIifES ARE - - ,FOUND DURING CONSTRUCTION BY THE CONTRACTOR, 7e/y^01FUTAX A-{C/R� 0. gTEAPPROVED BY.
THEY WILL NOTIFY THE PROJECT ENGINEER AS SOONAS POSSIBLEh" GL'Q0 EGup@ FF••H'26. END OF STREET SIGNS SHALL BE INSTALLED PER PLATE R-58 OF THE KERN COUNTY SUBDIVISION STANDARDST.!G����/ Fyr�� IN 1JOAtOKB91V,�-waMe SUMO FN �Li a1ALL OF MAINIAINSV 6-f C 5.A'#zB. MANHDI.E/A Tn IBE coNST¢L7cTED PE2 K.css UNDLTL 51TJEWPkLIL =W3 DETAIL RCE 36934 EXP (�$°�P�PLATE n 2.'y8. XJ . . . . ..f ,-.., ?.4' 1✓3 osN7i I DTR. F KERN OUNTY ENGINEEQING d SUf�VEY SERVICES
BENCHMARK USED: �- -�j y�� 3?, MNuvEQF,YE,:
RAILROAD SPIKE WEST FACE POWER POLE 100' SOUTH I ')i : [�� -roF TOI NI I ///./�• /! /�/),� /�J/
-Y1t �TO� To'R>C7� (/fffiy,E,EW,.. C.. ! tl"Ti✓I.I..T
AND 5' EAST OF THE NORTHEAST PROPERTY CORNER. 1 i �C S �6 G Pz 6A -p. 3�7T�aS l F
PER K,C,S.F.B 1147. FG. /5. rj..4' �" 2 A _�
ELEVATION 376.74 '-I- 'I y ' _ 51.6a KERN CGUNTY fZOFL) COMMIS IONE2 /DTVI E
29 OQS72UCT-10 SHALL 9E REMOVES I=VOM THE I 9 ,L1 --, �/ ML/-�pjS L,.IJ 11�EV✓�
ULTIMATE ¢ORD aLCsl T -OF WAY IN ADLOR.DANCE-/ A:/. ��lY/
SEGTIOIN IB FA D30 OF THE LAND DIVISION O¢DINAAKE /nn� �- 4 R /� p SOLS
WUTATION ` F] I A,_N
PRIDE ,D ACCEPTRNK� 6Y THE COUNTY. C PHASC Al / ',: (. `' - P A R C E MAP N2, Irv -,5-7
LISJ CIVIL MYDPtuY`ICS EX H i8I T °A Il 1 v
ry QP f,�Iy' '•''':• i. vimo 5TYEE-T' PLAkF-� ENGINEERS siRuciu+AL t
7 OgµOF SS(p4,Fp.Hwnarvs
`Si)Mv TAI)_ %/��%`� DATE: UUL--f 0411701 DaattelNdB 29DELSMAIRTsER AND nDEIFFELTMBB N0.12N33
surAp 2 A. m l -- Y A f 9B3J P �E R-
C�i CGL " Imes K. De[(DDriee m '
u n��'nNl ol•� k➢''/3HE _`� DRWi,. BY: MLn - LAND FLANrru
LAro LEKII!• SURVEYORS
• •k CIVIL♦ IMK.1 LIE
'I s APP, 9BDINBLe SH. i or z
PAU60 PA p I� `C v"1 l9� a° xx cj C 1�. Z7E NIPRiFa2 - DRAFTK
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