908tt_grGRADING PLAN
PARCEL 1.91 PARCEL MAP NO.
LYTH CALIFORNIA
C.U.P. NOO
GENERAL NOTES
PAVING NOTES
1.
ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE APPENDIX,
1.
MINIMUM PARKING LOT GRADES SHALL BE 1%.
CF
CHAPTER 33, AS AMENDED BY ORDINANCE 457.
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
EP
EDGE OF PAVEMENT
2.
MINIMUM GRADE FOR RIBBON GUTTER DRAINS SHALL BE 0.35%.
2.
MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT
16.
STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS
FG
OR FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10'.
3.
AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE
FL
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED
SURFACES PRIOR TO THE PLACEMENT OF PAVING.
GB
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
GV
GAS VALVE
4.
ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN
3.
MAXIMUM CUT AND FILL SLOPE = 2 : 1.
FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING
INV
INVERT ELEVATION
AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE
4.
PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND
PB
FILL SLOPES OVER 5' HIGH.
94 OF THE STATE STANDARD SPECIFICATIONS.
5.
ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
5.
THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE
POB
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
COUNTY ROAD DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK
R/W
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
18.
WITHIN THE COUNTY RIGHT-OF-WAY.
SMH
OVER 1' DEEP.
PERMITTED."
TC
TOP OF CURB ELEVATION
6.
TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND
6.
A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY
19,
SAFETY DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE IS
TI
DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING
PLACED AND THE SECOND WHEN THE A.C. OR CONCRETE HAS BEEN
TP
IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE
PLACED.
( }
OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION, AND LOCATION OF CUT/FILL SLOPES.
7.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING
7.
PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. STORM FLOWS, ALONG
UTILITIES. THE COUNTY SHALL BE INFORMED 48 HOURS PRIOR TO
TOP OF CUT SLOPES.
BEGINNING OF CONSTRUCTION AT (619)863-8271.
8.
FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
8.
A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95%
ONE FOOT.
COMPACTION OF BASE FOR A.C. AND 90% COMPACTION FOR CONCRETE
PRIOR TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT
9.
ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
CONCRETE AND CONCRETE PAVING.
THE PRELIMINARY SOILS INVESTIGATION BY SOILS SOUTHWEST, INC., PROJECT
NO. 96113-F DATED NOVEMBER 11, 1996. TWO SETS OF THE FINAL COMPACTION
9.
IF NO PRELIMINARY SOILS REPORT IS PROVIDED SPECIFYING THE
REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH
PAVING SECTION, THE STRUCTURAL SECTION SHALL BE THREE INCHES
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFI-
ASPHALT CONCRETE AND FOUR INCHES CLASS II AGGREGATE BASE.
CATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE
RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
QUANTITY OF PAVING MATERIAL:
1080 TONS A.C.
10.
THE CONTRACTOR SHALL NIOTIFY THE DISTRICT BUILDING AND SAFETY
1360 TONS BASE
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE
150 C.Y. CONCRETE
AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTORS SHALL
BE
RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES.
11.
CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR
TO THE APPROVAL OF FILIAL INSPECTION.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
13. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
ADJACENT PROPERTIES.
14. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
3223
28239-1
r--) I \ / -r' I I I
I VICINITY MAP (DI
N.T.S.
ESTIMATE OF QUANTITIES
EXCAVATION = 800 C.Y. EMBANKMENT = 850 C.Y.
THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTORS
SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN EARTHWORK
QUANTITIES.
EROSION CONTROL NOTE
CONTRACTOR IS RESPONSIBLE FOR EROSION, DUST AND TEMPORARY DRAINAGE
CONTROL DURING GRADING OPERATIONS.
THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR
IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL MEASURES
SHOWN ON THIS PLAN AND ALSO TO PROVIDE ANY ADDITIONAL EROSION
CONTROL MEASURES (E.G., HYDROSEEDING, MULCHING OF STRAW, SAND
BAGGING, DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED BY FIELD
CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD
OR DEBRIS TO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT
PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS. SPECIAL
ATTENTION SHALL BE GIVEN TO ADDITIONAL EROSION CONTROL MEASURES
NOTED ABOVE DURING THE PERIOD OCTOBER 15 TO APRIL 15.
LEGEND
Undground
Service Alert
d *B` Odbaft
Calk TOLL FREE
-840-422-4133
TWO WORKING DAYS BEFORE YOU 010
/O QROf ESS
No. 18165
it Reg.Exp.6-30-97
�civiv �t
rf OF CAUE��
BENCH MARK: U.S.C. & G.S. E-133 RESET
A STANDARD BRASS CAP SET IN A CONCRETE POST AND STAMPED
"E-133 RESET 1942" AT THE BLYTHE AIRPORT, APPROX. 1 MI.
EAST OF MESA DR. AND 140 FT. NORTH OF OLD U.S. 60 AND
188.6 FT. WEST OF ROAD TO HANGERS.
ELEVATION = 388.447
REVISIONS
DATE
UNDERGROUND UTILITIES
(PLAN LOCATIONS ARE APPROXIMATE ONLY)
----- S ------SANITARY SEWER LINE
NOTE
REFER TO ARCHITECTUAL SITE PLAN FOR DIMENSIONS AND ITEMS
TO BE CONSTRUCTED THAT DO NOT APPEAR ON THIS GRADING PLAN.
J. Ronald White & Associates, Inc. SCALE
SURVEYING • ENGINEERING • PLANNING
DATE
1777 N. ARROWHEAD AVENUE 12-11-96
SAN BERNARDINO, CALIFORNIA 92405 DESIGNED BY:
PHONE 909/881-3377 9-133 JRWA
PLANS REPARED UNDE E #JPERVISION OF: DRAWN BY:
GGul11 C�% JRWA
Sa'�'=�r!!�✓6_CHECKED BY:
JAMES L. DOTSON R.C.E. 18165 EXP. 6-30-97 DANE
GRADING PLAN
PARCEL 1, PARCEL MAP NO. 28239-1
P.M.B.---/-----
A.P.N. 818-260-004 & 006 / 824-020-006
C.U.P. NO. 3223
SHEET
OF 2 SHEET
DRAWING NO.
OS -TT
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES
BW
BARBED WIRE
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
CF
CURB FACE
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
EP
EDGE OF PAVEMENT
FF
FINISH FLOOR ELEVATION
16.
STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS
FG
FINISH GRADE ELEVATION
(1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY
FL
FLOW LINE ELEVATION
DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
GB
GRADE BREAK
GV
GAS VALVE
17.
A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
HC
HANDICAP
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
INV
INVERT ELEVATION
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
IP
IRON PIPE
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
PB
PULL BOX
REQUIRED, THE ACTUAL IDISTANCE ABOVE THE ADJACENT GROUND SHALL BE
PL
PROPERTY LINE
GIVEN.
POB
POINT OF BEGINNING
R/W
RIGHT-OF-WAY
18.
"NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
SMH
SEWER MANHOLE
PERMITTED."
TC
TOP OF CURB ELEVATION
TG
TOP OF GRATE ELEVATION
19,
ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
TI
TOP OF ISLAND ELEVATION
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
TP
TOP OF PAVEMENT ELEVATION
( }
DENOTES EXISTING ELEVATION
OR IMPROVEMENT
Undground
Service Alert
d *B` Odbaft
Calk TOLL FREE
-840-422-4133
TWO WORKING DAYS BEFORE YOU 010
/O QROf ESS
No. 18165
it Reg.Exp.6-30-97
�civiv �t
rf OF CAUE��
BENCH MARK: U.S.C. & G.S. E-133 RESET
A STANDARD BRASS CAP SET IN A CONCRETE POST AND STAMPED
"E-133 RESET 1942" AT THE BLYTHE AIRPORT, APPROX. 1 MI.
EAST OF MESA DR. AND 140 FT. NORTH OF OLD U.S. 60 AND
188.6 FT. WEST OF ROAD TO HANGERS.
ELEVATION = 388.447
REVISIONS
DATE
UNDERGROUND UTILITIES
(PLAN LOCATIONS ARE APPROXIMATE ONLY)
----- S ------SANITARY SEWER LINE
NOTE
REFER TO ARCHITECTUAL SITE PLAN FOR DIMENSIONS AND ITEMS
TO BE CONSTRUCTED THAT DO NOT APPEAR ON THIS GRADING PLAN.
J. Ronald White & Associates, Inc. SCALE
SURVEYING • ENGINEERING • PLANNING
DATE
1777 N. ARROWHEAD AVENUE 12-11-96
SAN BERNARDINO, CALIFORNIA 92405 DESIGNED BY:
PHONE 909/881-3377 9-133 JRWA
PLANS REPARED UNDE E #JPERVISION OF: DRAWN BY:
GGul11 C�% JRWA
Sa'�'=�r!!�✓6_CHECKED BY:
JAMES L. DOTSON R.C.E. 18165 EXP. 6-30-97 DANE
GRADING PLAN
PARCEL 1, PARCEL MAP NO. 28239-1
P.M.B.---/-----
A.P.N. 818-260-004 & 006 / 824-020-006
C.U.P. NO. 3223
SHEET
OF 2 SHEET
DRAWING NO.
OS -TT