04-3336 (SFD) Precise Grading PlanHIO HEST ADJACENT O RADE 3-7.4
H 1 OHEST EX 15T1 NO ELEVATION
ON LOT 36.80
LOWEST HAB 1 TABLE FINISHED
FLOOR ELEVATION 38.40
0 OWNER
JERRY LUDO
l q-860 50OUERON WAY
BERMUDA DUNES CA, c12201
Q�pEa/ONg1
WILLIAM H. FITCH 2
cn r
�
RCE No. 12571 �
ix Exp. 03-31-05}
c I V I\- ��\P
F OF C
VICINITY MAP NOT TO SCALE
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,.,
a GRADING NOTES
F.L.
_ .
G
.:_..:i::':'::': 1, G?A1]ING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF TIT
0.
�tp� 3tiygP� �P� lt1 O
E UNIFORM BUILDING CODE, LAT99T EDITION, AND SOILS REPORT, NO. A
OR
DATED:
PREPARED BY;
TELEPHONE NO.
_11-0��
2. THE. SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE. SUFFICIENT SU
GCj.
PSRVISCRY CONTROL DURING GRADING TO INSURE COMPLIANCE, WITH THE PLANS, SPECIFICAT
M
IONS, AND CODE WITHIN THEIR PORVIEW.
3. THE DESIGN CIVIE, ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADIV0 21
Lig /
D CONSTRUCTION TO INSURE COMPLIANCE WITH.THE FLP.NS, SPECIFICATIONS, AND COD WI.
THIN HIS PURVIEW.
U011
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........
r_-11` 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PER[fANENT CtFALNA
' GE STRUCTURES, TEMPORARY DRAINAGE CONTROL SH LL BE PROVIDED 70 PREVENT PONDING W
IS�-0�� ::': �• ..:....: ❑ O
t
ATEArTn cArfGE TO ADJACENT PROPERTY.
b
00
.•.. ✓ ..I
``t
5 AFTER CLEARING, E<£ISTIATi3 Gii^1UND SHALL ESE 5C'hRTFIED TO A iS2iFIMT7 OF $" ON THE
L
��S ENTIRE SITE OR AS RECOMMENDED BY THE,, SOILS REPORT.
5. TYE i9Ax21IUTI CUT AND FILL SLOPES SMALL E313 2.1.
/RELI.�T.i�
8E GCMFACTNiITOA MINIMUM Or DENSITY PER A.S.T,M. SFE
7. PADS SHALL T
r,
CiFI1;A TIONS AND THE ABOVE MENTIONED SOILS REPORT'.
a
oB.
MINIMUM BUIL1DrNG PRE) DRAINAGE 3MLL BE 2%. DRAINY �E SHALL SE A NIFI%MtIM OF p_
3' DEEP,AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP CIF CUT OR FILTSLOPES.
Q
THE MINT -MUM SLOPE OF SWALES SHALL BE 01.50$.
W
� �
k �?. -ALT. sILi.S SFi,A%I; T3'E CuifP"�CTED T(} A MiNTi•f[Iwf CL'' t3INETY $90} PEFtCENNT OE' fSAXIi1UA3 f3
0
ENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUITVALENT AS
CITY
- iRi'PRd`d$B
BY THE ENGINEER, E FIELD DENSITY SiLL..BE DEI'EilIt5EI1 IN ACCORDANCE.
00
WITH THE .UNIFOPM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE
CITY ENGINzER_
��/' '•'.�'•"
f I J
14. ALT STREET SECTIONS ARS TENTi?TiVE. THE MINIMUM SECTION IS 3" A.C. C1VER 4.5`°
CflUSHED A.B., ADDIT1014AL SOIL TEST(S) SHALL HE REQUIRED AFTER. ROUGH GRADING T
�
o
E9F"
0 DETERMINE BXACT SECTION REQUIREMENTS. "THE CITY ENGINEER SHALT; APPE077E THE FIN:
N Q
- AL STREET SECTION. .
^'
d 11. THE CI'T'Y ENG%NEEP.. WILL REVIEW FOP, APPROVAL THE FINAL STREET SECTIONS AFTER. 5
37.20 F.L'
UiIMI7 SPS OF "R" VALUE TESTS 3R R3ADYN3AY SUBS. SE _
00
12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINE[ BY T.HE SOIL 'ENGINEER OR
ATIPRON ED TEST AGENCY' AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PT,
��•
0 ACEME'N TD PROVIDE RSPRESENTATIVE TESTING OF ALL FILL PALLED. TESTING %N AREAS
OF A CRITTCPt NATURE OF SPECIPJ_ EMPHASIS SHAZIL BE IN ATIDITION TO THE NORMAL REPR
`) cp
OQ E'SENTATIV E SAMPLINGS.
13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHAL CONTA
S!
IN THE TYPE OF FIELD TESTING PERFORMED: EACH TEST SHALL BE IDENTIFIED WITH ;THE
00,
METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND COME DRIVE E IPTG ASVD SH
C®27.55'/
.0R
ALL BE SO -NOTED FOR EACH TEST. SUFFICIENT MP,XTMUM DENSIT DETERMINATION SHFLz B
a Y
E PER:F=MED TO VERIFY THE. ACCURACY OF THE•F9. IMCM DENSITY' CURVES USED BY THE FIER-
960.00
LEGEND LD TECHNICAN.
6' 0 ,� O 9 OMIT 1/2 {SAD BLOCK
1.(XXX.XX) EX 15T1 NG GRADE
DR
0 0 FOR AINAGe.
14. ALL UNDERGROUND FACILITES, WITH LATERALS, SHALL BE '1N PLACE AND INSPECTED P
2. XXXX F I NI SHED GRADE RIOR ICJ PAVING, INCLUDING BUT NOT LIHITED TO THE -,FOLLOWING: SEWER, WATER, ELECT
X.
L-113 86,
5. ---(XXX)--- EXI5TIN0 CONTOUR RIC, GAS AND DRAINAGE.
4. ---XXX--- FINISHED CONTOUR 15. THE FINAL, UTILITY LINE SACK£ILL REPORT FROM THE PROJECT SOIL ENG1117 R SHALL
5.--- -'_-- DRAINAGE SWALE INCLUDE AN APPROVAL STAXEMENT THAT THE E7�.f'KFILL IS SUITABLE FOR THE INTENDED USE
g
6. SLOPE: GUT/FILL
16. BLOCK WAi;LS ARE NOT PART L3E' THE GF;ADIi3G f?ERM=. .51JI3IiIT FOR SEPARATE BL7.ILDIN
-7. T. C. TOP OF CURB G PERMIT (S)
8. F.L. FLOW LINE
j� 11. THE CONTRACTOR IS R7SPONSIBLE TO PPS -VENT SILT CONTAMINATION OF STOTU4WATERINcf.
T.P. TOP OF PAVEMENT FILTRAT16N FACILITIES DURING coNsTRUCTION OF SUBSEQUENT IMPROVEMENTSBY THE CONI TR
10. E.P. EDGE OF PAVEMENT ACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFiLT
O
RATION FACILITIES, THE CONTRACTOR SRALL CONDUCT, IN THE PRESENCE OF THE CITa 1145
m
11. F.S. FINISHED SURFACE PECTOR;, A FTF:RFORMANCE. TEST DESIGNED TO CLEARLY DE'iIDNSTPURTE THE FUNCTIONAL ADEQVA
.
12. F.C. FINISHED GRADE _ CY OF :HE FACILITIES.
•
15. E.5. FX15TINO GRADE _ - 18.' THE CONTRACTOR SHALL PROIVIDE WIND EROSION AND DOST CONTROL MEASURES AS RF.QUI
I4. P/L PROPERTY LINE RED BY THE FUGITIVE DUST CONTROL PLAN AP?ROUE:"+ FOR THIS PROJECT.
CA
CA L L E15.
QV
R/W RIGHT OF WAY
�( TO
16. H.P. HIGH POINT
I-7. IT- CENTER LINE
15. CONCRETE
,
•
Ici. T.W. TOP OF WALL
20. B.W. BOTTOM OF WALL
HIO HEST ADJACENT O RADE 3-7.4
H 1 OHEST EX 15T1 NO ELEVATION
ON LOT 36.80
LOWEST HAB 1 TABLE FINISHED
FLOOR ELEVATION 38.40
0 OWNER
JERRY LUDO
l q-860 50OUERON WAY
BERMUDA DUNES CA, c12201
Q�pEa/ONg1
WILLIAM H. FITCH 2
cn r
�
RCE No. 12571 �
ix Exp. 03-31-05}
c I V I\- ��\P
F OF C
VICINITY MAP NOT TO SCALE
Fl -'00 J l L /q w
(13