HomeMy WebLinkAbout1.1-5662 Ph 1 - 3 Record DrawingGENERAL NOTES.
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH KERN COUNTY DEVE-
LOPMENT STANDARDS, AND OTHER COUNTY ADOPTED POLICY. STREET
IMPROVEMENTS SHALL BE AS REQUIRED FOR TYPE "A" IMPROVEMENTS.
2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA
BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPOR-
TATION STANDARD SPECIFICATIONS, CURRENT ADDITION AS MODIFIED AND
DETERMINED APPLICABLE BY THE KERN COUNTY ROAD COMMiSIONER AND
DIRECTOR OF ENGINEERING & SURVEYING SERVICES.
3. ALL LOCAL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE
TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS.
4. ALL LOCAL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R- VALUE
AS SHOWN ON TYPICAL CROSS SECTIONS. SHOULD FURTHER TESTING
SHOW A LOWER 'R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS
SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE.
5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL X-SECTON
MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIALS ABOVE
THAT LAYER HAVE NO LESS THAN THE MINIMUM THICKNESS SHOWN.
6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE PAVEMENT
DESIGN USING CLASS III AGGREGATE BASE AND A THICKER A.C. SECTION
MAY BE USED.
7. ANY WORK WHICH AFFECTS ANY EXISTING COUNTY MAINTAINED ROAD OR
TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM
START OF WORK.
8. ELEVATION AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW
LINES (INVERTS).
9. ON LOCAL STREETS, CROWN HEIGHT SHALL BE 6" ABOVE HIGHEST GUTTER
MAXIMUM CROSS'FALL BETWEEN GUTTERS SHALL BE 6' OR AS SHOWN
ON X-SEC110N..
10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS OTHERWISE
INDICATED.
11. INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DE-
VICES (NOT SHOWN ON THESE PLANS) TO MEET WITH APPROVAL OF KERN
COUNTY ROAD COMMISSIONER OR THE DIRECTOR E.S.S. DEPT..
12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED TO COW -
TRACT
TRACT FOR PUBLIC UTILITY SERVICES AND MAINTENANCE.
13. PRIOR TO START OF ANY EARTHWORK, SUBDIVIDER SHALL OBTAIN A
GRADING PERMIT AS REQUIRED BY COUNTY ADOPTED U.B.C. (MODIFIED)
GRADING ORDINANCE.
14. WHEELCHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS, SEE
PLATE R-47,48 AND 49 OF THE DEVELOPMENT STANDARDS, AS DIRECTED
BT THE ENGINEER.
15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES,
POLES, PIPELINES, CONDUITS, CANALS, AND APPURTENANCES, WHICH ARE
CONSIDERED TO BE OBSTRUCTIONS BY THE COUNTY ENGINEER SHALL BE
RELOCATED AT THE EXPENSE OF THE SUBDIVIDER.
16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY
THE ROAD COMMISSIONER OR DIRECTOR E.S.S. DEPT. IN ORDER TO PROVIDE
A SAFE CONNECTION INTO EXISTING STREET PAVEMENT.
17.. STORM DRAINAGE SUMP(S) SHALL NOT BE ALLOWED TO ACCEPT WATER,
UNTIL SECURED BY PERMANENT FENCING OR IN THE CASE OF SHALLOW
UNFENCED SUMPS NOT UN11L COMPLIANCE WITH DEPTH AND SIDE SLOPE
CRITERIA AS SET BY THE ' DEVELOPMENT STANDARDS.
18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT
CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG
SEAL IN SECTION 37, BITUMINUS SEALS, OF THE STATE DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION,
AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL
PROVISIONS CURRENTLY IN EFFECT.
19. GRADING PERMIT NO.
20. THERE ARE NO WATERWELLS WITHIN 100' OF THE SUMP.
21. C.S.A # 71 ZONES HAVE BEEN EXTENDED TO PROVIDE DRAINAGE,
LANDSCAPE, STREETLIGHTS, STREET SWEEPING AND WALL MAINTENANCE.
22. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B. AND O.G. SHALL BE
0.05 OF A FOOT.
23. PAVE INTERSECTIONS AS DIRECTED BY ENGINEERING AND SURVEYING
SERVICES DEPT.
24. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE STANDARD
SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED BY THE COUNTY
_ ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.
25. ALL FRAMES AND COVERS. WITHIN THE ROADWAY SHALL BE ADJUSTED TO
FINISHED GRADE PER KCDS PLATE No. R-57.
26. DEVELOPER TO SUBMIT LETTER TO THE ROADS DEPT. REQUESTING NO
PARKING ALONG HAGEMAN RD. AND RENFRO RD. PRIOR TO ACCEPTANCE.
27. UPON COMPLETION OF STREET IMPROVEMENTS ON RENFRO AND HAGEMAN
THE DEVELOPER SHALL CONTACT THE KERN COUNTY ROADS DEPT. YOR
CALCULA11ON OF TRANSPORTATION IMPACT FEE CREDITS WHICH WILL
INCLUDE THE ADDITIONAL LANE CONSTRUCTED.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES To PROTECT THE
UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST-
RUCTION. 1-800-642-2444
05/23/2000
3:34 PM
Drawing File: FST5662
LEGEND:
DATE.
6-15-1995
SEE OETAIL B
,
TYPE ' '
A
MINOR STRUCTURE
„
•
- INSTALL SURVEY MONUMENT ENCASMENT PER
ADDITIONAL CREDIT THROUGH THE FEE
DRAWN 8Y: A
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PROGRAM TO BE GIVEN BY THE KERN
NOTESEE
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PLATE NO. R-58 OF K.C.D.S.
COUNTY ROADS DEPT. FOR THIS AREA
PERTAINING TO THIS PLATE.
•
- INSTALL TYPE "A" SEWER MANHOLE PER
of WORK. SEE GENERAL NOTE #27
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PLATE NO. S-5 OF K.C.D.S.
ROUNDED, R -WALL '
1
REMOVE Exlsnrlc
PAYING
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PLATE NO. R-59 OF K C D. S2,
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- INSTALL STANDARD STREET SIGN PER PLATE
51' - 57' NORTH OF INTERSECTION 30'
6' VARIES 45 - 51 NORTH OF INTERSECTION
NO. R-65 OF K.C.D.S.
6' BLOCK WALL
12,
LANDSCAPING
12± EXIST. PAVE 12'
8'
o
- INSTALL STANDARD END OF STREET SIGN PER'
FROM HIGH SIDE°
(PLATE R-61)
BIKE PATH
_
PLATE N0. R-68 OF K.C.D.S'
a
_
- INSTALL STANDARD STOP SIGN PER PLATE
WHERE RETAINING
REQUIRED SEE
4'
PER.
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NO. R-66 OF K.C.D.S OR AS NOTED.
(PLATE R-63)
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PLATE R-3 - REVISED N.T.S.cr
OF K.C.D.S
- CONST. CROSS GUTTER PER PLATE NO. R-50 OF
T.I. 6.5 R-VAL 5$
SCALE:.
1' = 200'
K. C. D. S
.45 A.C. OVER 1.05'
CONST. CURB AND GUTTER PER PLATE -NO. R-43
95% COMP. O.G. ADDITIONAL R -VALUE MA`S t�
OF K.C.D.S TYPE A2-6 (TYP.)'.
TAKEN FOR CHECK OF S'INUCTURAL
SECTION PRIOR TO PAVING.
- CONST. WHEEL CHAIR RAMP PER PLATE NO. R-48
OF K.C.D.S
-
- CONST. DRIVEWAY BREAKDOWN AND APPROACH PER
PLATE NO. R-44 OF K.C.D.S.
ADDITIONAL CREDIT THROUGH THE FEE
PROGRAM TO BE GIVEN BY THE KERN
•
COUNTY ROADS DEPT. FOR THIS AREA
OF WORK. SEE, GENERAL NOTE #27
R/W FL
FL R/W
6
0' **
REMOVE EXISTING
PAVING
10' 20'
1 20'
10'
Ile PER. FT.2:1
R /W r FL 55' - 70' `-
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FROM HIGH SIDE..6'
- 7' VARIES 4S - 64
'
33 x 5' SIDEWALK PER
(PLATE R-61)
5'
12f EXIST.":PA " 1 •i.
8
.
2
ill_
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PLATE R-53 OF K.C.D.S.LANDSCAPE
TYPE 2-A (TYP)
1/4'/FT MIN.
5:1 MAX.
ENT EA
S'WEM�
11/4'
r
2q��
CROSS SECTION - 60 R/W
PER. FT.
5 =
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PLATE R-9 N.T.S.
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PLATE R-43 OF K.C.D.S. (TYP.)
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PER PLATE R-53
AUSTIN CREEK AVENUE
- CEDER CREEK AVENUE
NOTES'
MAXIMUM CROSS FALL TO
OF K.C.D.S. TYPE
2_A (TY')
A2-6 CURB &GUTTER
SEARSPOINT AVENUE TABLE ROCK CREEK
LOW GUTTER SHALL BE 0.5'
PER PLATE R-43 OF K.C.D.S. TYP
T.I. 4-75 R-VA
* SLOPE FROM HIGH GUTTER
SEE PLAN SHEETS,
* *SEE PLAN SHEETS
CROSS SECTION - HAGEMAN ROAD ,A.C.
.�
PLATE R-3 - REVISED N.T.S.
_OVER°4:05
95% COMP. O.G.
.30 A.C. OVEk'0 10
T.I. -6,5_ R-VAL ,"
f
I
ALMAMORA FOUNDRY. 22" GALVANIZED FRAME & COVER
0 A-1530 'WITH Two 3/4- STAINLESS STEEL SOCKET HEAD
SET SCREWS. (SET OPPOSITE AND FINISHED FLUSH) OR EOUAL
SEE NOTE 8
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DATE.
6-15-1995
SEE OETAIL B
,
TYPE ' '
A
MINOR STRUCTURE
ON PLATE R-60
DESIGNED BY:
R.J.L.
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DATE.
6-15-1995
COUNTY Of KEW
STATE OF CALIFQRNIA?
DEVELOPMENT
STANDARD
,
TYPE ' '
A
MINOR STRUCTURE
PLATE NO.
R--59
DESIGNED BY:
R.J.L.
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General Notes TOP VIEW
1. Manhole steps are required and shop be MANHM STEP DETAIL
standard polypropylene steps. The top step `P INTERNAL STEP Imo)
shall be no more than 34 below finish
street grade and no less than 20" below
the top of the eccentric monhole cone.
The bottom step shall be 10" to 2(r
above the manhole floor. Steps shall be
12" on center and shall be in vertical
alignment over outgoing sewer.
2. Structural backfill impervious material O
95% relative compaction.
3. All concrete shall be Class A minimum.
4. Manhole height shall be field verified
prior to construction.
PLOTTED 08/16/1995 ACRD FILE 023\5-5
Revisions DATE. 8_18_1995 COUNTY OF KERN
Date
` DESIGNED BY: STATE OF CALIFORNIA STANDARD PRECAST PLATE N0.
DRAWN BY: DEVELOPMENT MANHOLE S-5
S. LUNA STANDARD
CHECKED BY:
12 13 14 15 16 17 18
---------------------J--- --------- SEf SNEE7 3 -_
HAGEMAN
TRACT BOUNDARY
KEY MAP
NOTE:
UNIT 3 CURB, GUTTER & PAVING TO BE
CONSTRUCTED CONCURRENTLY w/UNIT 1
�??GFESS/�N
T E S� qCe
TV
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No. 35473
*
EXP 9-30-03 AL
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VICINITY MAP
WT.&
BENCH MARK SET:
CHISELED SQUARE ON TOP OF CURB ' 10'
EAST OF EAST END OF CURB RETURN ON
_ SOUTH EAST CORNER HAGEMAN AND JENKINS
ELEVATION 357.650
BENCH MARK USED:
COPPER POINT IN 6" CONCRETE MONUMENT AT C.L.
JENKINS ROAD AND MEACHAM ROAD WITH RCE 27.77
TAG DATED 4-30-41 14" DEEP
ELEVATION 356.242
PER KCSFB 665-A PG.44
APPROVED BY:.
KERN COUN Y EN INEERI G & SURVEY SERVICES DEPT. DATE
DIRE OR ".
KERN COU TY ROAD. COMMISIONER DATE.
EXHIBIT „A
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INCORPORATED ��
HABERFELDE BUILDING S-2i�oo
142417TH STREET � ROBERT E. SMITH RCE 35473- SATE
BAKERSFIELD, CALIFORNIA 93301-
(805)
330T(805) 327-8492 FAX 327-8493 JOB N0. - 98-700 SHEET 1 OF 18 SHEETS
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BENCH MARK SET:
CHISELED SQUARE ON TOP OF CURB ' 10'
EAST OF EAST END OF CURB RETURN ON
_ SOUTH EAST CORNER HAGEMAN AND JENKINS
ELEVATION 357.650
BENCH MARK USED:
COPPER POINT IN 6" CONCRETE MONUMENT AT C.L.
JENKINS ROAD AND MEACHAM ROAD WITH RCE 27.77
TAG DATED 4-30-41 14" DEEP
ELEVATION 356.242
PER KCSFB 665-A PG.44
APPROVED BY:.
KERN COUN Y EN INEERI G & SURVEY SERVICES DEPT. DATE
DIRE OR ".
KERN COU TY ROAD. COMMISIONER DATE.
EXHIBIT „A
FIA I F 1669 0 got YN 19 9 9 k 9
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SmithTech*.
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INCORPORATED ��
HABERFELDE BUILDING S-2i�oo
142417TH STREET � ROBERT E. SMITH RCE 35473- SATE
BAKERSFIELD, CALIFORNIA 93301-
(805)
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