HomeMy WebLinkAboutAD 159 Stock Pile Site Rough Grading fF.
GENERAL GRADING NOTES
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1. All grading shall conform,to the Uniform Building Code, Chapter 70, as amended by
Ordinance 457.
DARCEL , MAP 2. Minimum drainage swale slope shall be 1%.
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189` 93
3. Maximum cut and fill slopes - 2:1 unless otherwise shown.
0` F RIVERSIDE ASSESSMENT DISTRICT
COUNTY , UArNuo% 159 4. All grading shall be done under the supervision of a competent soils engineer who
shall certify that all fill has been properly placed and who shall submit a final
compaction report for all fills over 1' deep.
A` ALIFORNIA5. A registered Civil engineer shall submit to the City of Temecula's Engineering
CITY OF TEMECULADepartment written certification of completion of rough grading intaccordance with
the approved grading plan prior to issuance of the building permit. Certification shall .
be to line, grade, elevation and location of cut fill slopes.
PROJECT S//T 6. Final compaction report will be required for all fills greater than one foot.
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7. All grading shall be done in conformance with recommendations of the preliminary
y �� �p � soils investigation by RANPAC Soils, Inc. dated 12/12/89. Two sets of the final
compaction report shall be submitted to the Engineering Department which shall
include foundation design recommendations of the preliminary soils report,
rill "P 8. The contractor shall notify the Engineering Department at least 24 hours in advance
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requesting finish grade and drainage inspection. Phone (714) 694-6411.
Y 9. Cut slopes equal to or greater than 5' in vertical height and fill slopes equal to or
STOCKPILE SITE ' greater than 3' in vertical height shall be planted with grass or ground cover, to
protect the slope form erosion and instability in accordance with Ordinance No.457
r prior to the approval of final inspection.
10. No fill shall be placed on existing ground until the ground has been cleared of weeds,
RO UH GrA IN-G L N
U P A
I 79 SOU TH debris, topsoil, and other deleterious material. .
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• 11. 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.
cal � � � s
VICINI TY' MAP � <` MA P A/�J• �s J /2 12. Dust shall oe controlled b wateringor other approved methods.
61
Nor To sc.AL� .� �� 1 � ��-�� `� � �' vim. J�99� .
�--I ��' 13. All existing drainage courses on the project site must continue to function,, especially
duringstorm conditions. Protective measures and temporary drainage provisions
P rY g
e�� y must be used to protect adjoining properties during grading operations.
-� CHANNEL 14. EROSION CONTROL: All graded slopes shall be hydroseeded per Riverside
"l _ County Service Area 143 Landscape Standards Booklet, Hydroseed Mix #7.
LBS/ACRE SPECIES
2 Eschsholizia California
1 Lasthenia Chrysostoma
1 Lupinun Hirsutissima
- 4 Lupinus Nanus
' 2 Linurn Grandiflorum
3 .� Collinsia Heterophylia �
TEMECULA CREEK / � 1" Oenothera Cheiranthifolia
- 30 Plantago Insularis
CHANNEL GRADING
44 Total pounds per acre
ASSESSMENT [DISTRICT' NO,,159 A
LEGEND,: INDEX MAP 15. "No obstruction of flood plains or natural water courses shall be permitted."
SCALE: 1 = 600
BOUNDARY .
16. All property corners shall be clearly delineated in the field prior to commencement
CUT/FILL DAYLIGHT LINE of any construction/grading.
- r--- �- - T --- -� - r- --- TOP OF SLOPE 17. Approval of these plans by the City or its agents does not relieve the applicant and
his engineer from the responsibility for the correction of errors or omissions
y ,�.'/ Y 2:1 SLOPE'�UNLESS OTHERWISE NOTED) discovered during construction. Upon request, the appropriate plan revisions shall
i be promptly submitted to the City Engineer for review and approval.
BOTTOM OF SLOPE
18. p i grading
" :.. -,•�.. - EXISTING CONTOUR All proposed drainage structures within and adjacent to site will e
constructed by the Assessment District and is part of Temecula Creek Channel
/O¢9 FINISH GRADE CONTOUR
construction.
ESTIMATE OF EARTHWORK QUANTITIES
� 19. All grades shown are interim and final grading to be done by the property
owner/developer.
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z EXCAVATION EMBANKMENT
20. All necessary federal permits have been obtained through the 404 Army Corps of
w SFE ELF V dN / 7t qi; S RAW Q UA N T I T I F S 2 01; 900 C•Y 114, 200 C•Y- Engineers (91-544-MJ) (NW P 26), (89-386-MD), and State 1601 agreement number
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17%SHRINKAGE 6-365-91,5-387-89 for the grading of the proposed disposal site.
erX. IVA7-4IXA C_ D\
AVAILABLE DIRT 1'7,243 G.Y. r
E,4i� �.l IMPORT FROND TEMECULA J I
Cffl4NlrF(- CREEK CHANNEL 96,957 C.Y. 1
;: o::o: ::a •Q •:rp . ..� ;R _ ' THI<,- BENCH MARK
m �' 2 •.Q. p:.p.� •4. ' 2.7
v � � ADO• r' � •��•Q:�:� -
WR1vI
Z o ' ELEVATIow 1120.588
H DATE: oa-07 81 I
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RIVERSIDE COUNTY DESIGNATION: T-4-81 STAMPED ON 2;1/2" BRASS
O N HIGHWAY 79 �
�. DISK II�J CONCRETE CYLINDER. 5 MILES SOUTHEAST
THE INTERSECTION OF MAIN AND FRONT STREET IN TEMECULA,
FROM �
I2 r,
41' NORTH OF HIGHWAY 791 4' WEST OF POWER POLE #1 fi23�126E ON --~
ivD, 3 ,C- I C/CfiV G 1=r'oT~E CTI V E ,.:. ,.�� .0
w M COVED ;•.. �� `��^ � "� ':�
EDGE of CULTIVATED FIELD. SET FIBERGLASS WITMESS� PAST 1 FOOT
DETAIL H r, ` y4
F
1,,Y � A" `., ,` t`JURTF-1 OF t'11oNUMENT.
STREAMED STABILIZER DETAIL
rY• ;'_ df
rn
SEE .SHEET NO.2
. REVISIONS: APPROVED DATE" PREPARED UNDER T1yE' SUPER VI ION F.• 1�ANPAC NGINE.E'RLNG CORP.
CITY of TEMECU�A
UNDERGROUND ALERT /NF'D; SOURCE OF TDPD. OWNERZOEVELOPER. SD/LS ENGINEER.- _
27447ntegrTse Circle West
48 HOURS PRIOR To ANY SAN " L d A ER/A L OLD VA IL PARTNERS R A NPA C S D/L S /N C• f 6IS TERW CIVIL 'ENGINEER NO. 30927 rem ect ld, Oulifornio 92590 PARCEL MAP , O, r,6 93 � ofGRADING IN THE VICINITY 4875 VIEW RIDGE AVE. 5230 CARROLL CANYON RD. 27431 E'NTE'RPR/SE C/R. WF'ST. ' NORMAN L• THOMAS rel �:14) s7s -- 7000 '
DA TE.• _d'�3�192 �-- EXP. 3/3I/9.6 A.D. 159 �'rOG'I'��PIL E Sl TE
OF UTILITIES CONTRACTOR SAN DIEGO, CA. 92123 SU/TE NO. 3/0 rLrUECUL A, CA. 92590 SCALE- BENCH MARK• ,������► ��,�,���►�► �,���/ 3 SkEETS
SHALL NOTIFY (U.S.A.) (6I9) 5G5-� 1024 SAN D/EGO, CA. 92/21 TEL. NO. (714) 676-- 8337 APPROWD 8Y.•
UNDERGROUND SER 1/ICES A S SHOWN
• .. FAX NO. (714) 676-- 4583 __ SERE' ABOVE RIGHT rl rLE SHEET
ALERT A T,• (6/9) 7 9 0/2 6 RAYMONO A• CASEY R.C E.41880 FILE NO
1--800--422-413,3 2 �22 �8 PRINCIPAL ENGINEER EXP.3131196 DA TE.• CITY OF IEMECULA DA TE.• Wp 0` FOR: F.B.
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