HomeMy WebLinkAboutLot 1-8 Precise Grading y F
DREC/SE. GI?A D IN G PL A N .
93174 3
FOR TEA CT NO* /NWO/
GENERAL NOTES :
RIVERSIDE COUNTK. CA � IFORNIA 1. All B8shall conform tothe
Uniform Building Code, Chapter 70, as amended by thdunance No. 457.
2. All property comers shall be clearly delineated in the field prior to commencement of any fconstruction/grmding.
3. • 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. 1:1N 926- 170- 009 4. Dust shall be controlled by watering or other approved methods.
5. No fill shall be placed on existing ground until the ground has been cleared of weeds, debris, topsoil and other deleterious
• material
b. Maximwn cut and fill slope = 2:1.
7. Stability calculations with a factor of safety of at least one and five tenth(1.5) shall be submitted by a Soils Engineer to the
Building and Safety Department for cut and fill slopes over 30' in vertical height.
8. Provide 5' wide-by-1' high berm or-equivilent•along the top'of all"fili••stupes over 5' high.
• 0`` 9.1 Provide= a brow ditch, designed to handle 100yr Q Storm flows, along the top of cut slopes.
10. Minimum building pad and drainage swale slope shall be = I% if cut or fill is less than 10', 2% if cut or fill is greater than
109. Drainage swales shall be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut or fill
Sr Mme. slopes,
�9 ��� ��2 ? `� 11. "No obstruction of flood plains or natural water courses shall be permitted,"
�. YC ►_ _� 12• All existing drainage courses on the project site must continue to function, especially during storm conditions. Protective
measwN.s and temporary drainage provisions must be used to protect adjoining properties during grading operations.
I3. Finish;rade shall be sloped away from all exterior walls at not less than 1/2 r foot for a minimi of 3'.
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14. Cut and ffill slopes equal to or greater than 3' in vertical height shall be planted with grass or ground cover to protect the
•A t slope from erosion and instability in accordance with Ordinance No. 457 prior to final grading inspection.
\,, Q a '� 15. EROSION CONTROL: All slopes required to be planted shall be provided with rosea ice lane or equal) round cover at
P P P ( eq ) g
A9_ k VO -� 12" on center. Slopes exceeding 15' in vertical height shall be planted with approved trees spaced not to exceed 20' on
/ � I / center or shrubs not to exceed 10', or a combination of shrubs and trees not to exceed 15' in addition to a mix or
� - grass
�'bVV% ground cover. Slopes exceeding 4' in vertical height shall be provided with an in-ground irrigation system. Slopes equal
to or less than 4', may be irrigated by hose bib located at the top or toe of the slope, spaced to make us of a hose no longer
than 50' in length. The irrigation system shall be provided with an appropriate backflow device per U.P.C., Chapter 10.
16. All grading shall be done in conformance with recommendations of the preliminary soils investigation by
c9 -f dated
Two sets of the final compaction report shall be submitted
�/ • �� 7 l? Cn
4__ to the Building and Safety Department which shall include foundation design recommendations and certification that gradhag
VICINITY MA P Q�4� %g' 7 V15 o � has been done in conformance with the recommendations of the site investigation report.
N T 5 CttS �� 72 Q� Ay �� 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared,'keyed and benched into firm natural soil
for fill support. Preparation shall be approved by a suitably qualified and registered professional prior to placement of fill
i8. uterial shall be done ;d
�� Q� (� •,r rr grading un er the supervision of a competent soils engineer who shall certify that all fill has been properly
..\ .y placed and who shall submit a final compaction report for all fills over 1' deep.
19. Final compaction repot will be required for all fills greater than 1'.
05 � r �Q cr SHEET 3 20. A suitably qualified and registered professional shall submit to the Building and Safety Departn=t written certification of
20 �� s completion of rough grading in accordance with the approved grading plan prior to requesting inspection and issuance of the
/YO UGH C-2 IYA GING F- CFAID Q - 9.9 CPS �0 building permit. Certification shall include line, grade, elevation and location of cut/fill slopes.
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21. A suitably qualified and registered professional shall submit certification of building lap
: 13.90F,9 � � o y q gi p g pad elevation. Where specific elevations
dry 2 M are required, the elevation (with respect to mean sea level) shall be given. If an elevation with respect to adjacent ground
C FS 25 I� U�T �AM�Lr surface is required, the actual distance above the adjacent ground shall be given.
OF
22. A suitsbl. .............................. . ............ T0� C0RH 10= 9•� CSS y qualified and registered professional shall submit to the Building and Safety Department written certification of
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n 1 i�// ^ / i s I X0.0 AV 2t ?io A $ A completion of final grading in accordance with the approved plans for all grading designated as "engineered grading".
FL • ..... ..................................... f L. `�V v L.._ // v _ �S � 17 0/00, CIC 23. The coc;tractor shall notify the District Buildi.n and Safe
lOC �9 � .9 O $ � fy g Safety Department at least 24 haurs in advance requesting finish lot
H P• ........... ................... ........... UIC U g C sgrade Frid drainage uts�pection. This inspection must be approved prior to building permit fial inspection for each lot.
%1 / I POINT Q��00-•�� '� to 24. Contrartor shall notify Underground Service Alert, two days before you dig at 1-800-422-4133.
. .. . . . ....... ................ (2"IYA/V H1?F SHEET 2
PAD .. ... ............ ..... ...... .. . .... . FAL D�'. P,�D F_ '/ ['_V11A__1T0N
................. I"' C T H 0UIVT�AR K �' �-..._ a• .� a �I�2
-- -- --� ........... .............. 1% MIN. f-ARTH SWAtF,
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SECT/ON 16,, r 8 S., R. 2W, � � ,� � �►
APPLICANT No.
4806Exp•12-31-0 AND
F //� CI-IART
99
TRANS-PACIFIC CONSULTANTS INC .
27447 ENTERPRISE CIRCLE W. � ���FCA� F°Q�
Q R rH WORK QUA N Tl TIES TE M EC UL A, CA. 92390
P L. EXCAVATIONCU. YDS PH. (714) 676 - 7000
2:1 MAX.
fZl OPE SHRI/VH14GE t"/7/) 2,327 CU. YDS.
off/ //
:4 / b
_r,0 r,191- Av LE YARDS 60/1 v Yos. OWNER„- DEVELOPER -- CONTRACTOR SOIL ENGINEER QENCHM�I RK DE lPh/DN 2•� -
A/VKMEA1 T 0,300 CU Y i
K . HOVNAN IAN CO. HIGHLAND SOILS
4180 LA JOLLA VILLAGE DR. � 18 32 S . COMMERCENTER CIR. ELEI�Ar�oN� 1os2.s14 DATE 9- r.�-82
P L ( , S T E A RIVERSIDE COUNTY D£SIGNA'T/ON.• T--2 181 STAMPED ON 2 do 1/2" BRASS
DISK /N CONCRETE C YL/NDER ,3.4 MILES SOUTHEASTERL Y ON H W Y. 79 FROM
SUITE 450 , LA JOLLA , CA. 92037 5ANBEFtNADINC1, CA . 9240$ r M'TVE. INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECUL . AT
TOE OF neo , PH. ( 909) 453- 5665 PH. (714) 884•-852$ SOUTHWEST CORNER OF THE INTERSECT/ON 'ON HWY 79 AND MARGARITA 'APR 0 2 1996
-�� SLO PE ROAD. 149' SOUTH OF THE STREET CENTER LINE OF IYWY. 79. AT THE
NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE,
` 9' SOUTH AND 2,, EAST OF NORTHEAST FENCE CORNER. SET FIBERGLASS
WI~T/VFSS POST V SOUTH OF MONUMENT.
REVISIc."7/VS APL'fr'r' Vf l' Hr
7- -P. L o T GRAOiNG CURB
Trans-Pacific c o N s V L TA N T s COUNTY OF R / VERS/DE
� REC/STEREO CML ENC/NEER 'v�.- 27447 Enterprise Circle Hest �
Temecula, California 92390 --�
DA TE - EXP _ TEL (714) 878-7000 TRA CT IVO. 2,7174 --.3 r
APPROVED BY;
sc�.•,
E HE.-NCH 44A RK. PRECISE GRADING PLAN
As SHOWN SEF ABOVE
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