HomeMy WebLinkAbout6.9-214 (2)GENERAL NOTES
1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING
CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS
REPORT BY KRAZAN & ASSOCIATES INC. PROJECT NO. 022-16086, DATED
SEPTEMBER 28, 2016.
2. ALL FILL COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT OF
MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SEC11ON
3305 OF THE CURRENT CALIFORNIA BUILDING CODE.
3. ALL FILL AREAS TO BE CLEARED OF ALL VEGETAION AND OTHER
UNSUITABLE MATERIALS FOR A STRUCTURE FILL AND THE AREA SCARIFIED
TO A DEPTH OF SIX (6) INCHES.
4. PRIOR TO CONSTRUCTION A N.O.I. SHALL BE FILED WITH THE STATE WATER
RESOURCES CONTROL BOARD.
5. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE
PREPARED AND IMPLEMENTED DURING CONSTRUCTION.
6. ALL CONSTRUCTION TO COMPLY WITH STATE OF CALIFORNIA DIVISION OF
INDUSTRIAL SAFETY AND ALL APPLICABLE REQUIREMENTS OF OSHA SAFETY
AND HEALTH STANDARDS FOR CONSTRUCTION AND THE MANUAL OF
TRAFFIC CONTROLS.
7. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL
DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE
PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
8. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION,
THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24
HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049.
9. COMPACTION TEST NOTE: COMPACTION TEST SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER/SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
10. AN 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 WORK PERFORMED
WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED
PRIOR TO ISSUANCE OF PERMIT.
11. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE
SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM
SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS
PRIOR TO CONSTRUCTION. (1-800-612-2444)
13. ANY PUBLIC FACILITIES IN THE STREET RIGHT OF WAY WITHIN THE PROPERTY
FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION
OR REPAIR AS DETERMINED BY THE CITY ENGINEER.
14. IF THE PROJECT IS SUBJECT TO 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 (SWRCB ORDER No. 2009-009-DWQ AS AMENDED
BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-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. WASTE DISCHARGE IDENTIFICATION (WDID)
NUMBER 480362 5F1 5C378391 —HAS BEEN ISSUED BY THE STATE WATER
RESOURCES BOARD FOR THIS PROJECT.
15. A COPY OF THE AGREEMENT WITH KERN DELTA WATER DISTRICT IS REQUIRED
PRIOR TO FINAL APPROVAL BY THE CITY OF BAKERSFIELD.
1
Tc;oc
1
CALL 811
TWO WORKING DAYS
BEFORE EXCAVATION
F0F1
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The GRADING PLAN as :,town on this drawing is hereby approved
subiect to any indicated cor,irctions or addrtions. Approval by the Punic
Works Department and Bu!Klrng Department irxicates apGroval only as
to design criteria used and conformance to City Stanaardt . Codes and
Ordinances. Engineer for th a subdrvrderordeveloper s^a l bo rosponsrbla
for accuracy of calculations f x this plan and shall subnwt a c ertilie(i •as-
graded" plan after complete ) i of the grad%
APPROVED BY:
IDJ Pik _ 6 - -17
a_
Public Works Department Date
Building Departure r tDate
■
IFL
26 2:,7
E A R T H W 0 R K
Cut volume
= 34,,930
cubic
yards
Fill Volume =
26,,490
cubic
yards
DRAINAGE AREA
LOW ELEVATION AT 71.45
WATER VOLUME BELOW 73.45
11.4 ACRE FEET
L E G 1E N D
-�- ®--- PROPERTY BOUNDARY
-- PROPOSED CHAINUNK FE14CE
_ PROPOSED MASONRY WALL
- -x-x-----X X-- EXISTING FENCE
(P) PROPOSED
(E) EXISTING
FG FINISH GRADE
TC TOP OF CURB
FL FI_OWUNE
EP EDGE OF PAVEMENT
® UTILITY POLE
OPP POWER POLE
® MH MANHOLE
®SSMH SANITARY SEWER MANHCL.E
®SSCO SANITARY SEWER CLEAEQIDUT
� FH FIRE HYDRANT
WM WATER METER
PROPOSED GRADE
Ile
(ADD 300 FOR DATUM)
S-0.02 PROPOSED SLOPE
EXISTING GRADE
(ADD 300 FOR DATUM)
cc
EXISTING CONTOUR
(ADD 300 FOR DATUM)
9�
BENCH MARKZI
NATIONAL GEODETIC SURVEY (NGS) BENCH MARK (BM) DESIGNATED "V
ELEVATION = 378.16 NAVD 1988 ORTHO HEIGHT
ADD 300.00 TO ELEVATIONS SHOWN
ON PLAN FOR NAVD 1988 DATUM
SHEET' INDEX
1. COVER SHEET, GENERAL NOTES, LOCATION MAI'
AND RAW EARTHWORK DATA
2. GRADING PLAN: NORTH HALF, SECTION A—A
3. GRADING PLAN: SOUTH HALF, SECTION B—B N
AND SUMP BASIN
4. C.U.P. COMPLIANCE •�
5. H.C.P. FEE EXHIBIT
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