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PREPARED FOR:
E. C. J.
3517 W. COMMONWEALTH AVE.
FUL L EP TON, CA. 92633
ENGINEER S EST/MATE
OF OVANrIrIES
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No. REVISIONS APPR. DATE UNDER r1jE 51jPERVISION OF
1 81111,01AIG ArJDlT10N
21. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDA T IONS OF THE
PRELIMINARY SOILS INVESTIGATION BY L61611TON� A SS06. DATED MY .061871. TWO
SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND
SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDA T ION DESIGN RECOMMENDA T IONS AND
CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE
RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
22. T118 REGISTERED CIVIL ENGINEER _ff IMCO P .. SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE
RECUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
23. ALL FILL SLOPES PLACED OVER NATURAL GROUND WHICH IS STEEPER THAN 5: 1 (209)
-MUST BE BENCHED AND KEYED PER SOILS ENGINEERS RECOMMENDATIONS.
24. CALL USA -ALERT, 1--800--422-4133, AT LEAST 48 HOURS PRIOR TO EXCAVATION.
PA VIN G NO fk*3
MINIMUM PARKING LOT GRADE SHALL BE 1%.
MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.359.
AN APPROVED 50IL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO
PLACEMENT OF PAVING.
ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING
PLACEMENT OF THE ASPHAL T SURFACING AND SHALL BE APPLIED A T A RA TE OF 0.05 GALS.
PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94
OF THE STA TE STANDARD SPECIFICA TION.
THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY ENGINEERING DEPARTMENT FOR
AN ENCROA CHMENT PERMI T FOR AL L WORK WI THIN THE CI T Y RIGHT OF WA Y.
TWO SPECIAL INSPECTIONS ARE REOUIRED BY THE BUILDING AND SAFETY DEPARTMENT. ONE
INSPEC TION A T THE TIME THE BA SE IS PL A CED A NO THE SECOND WHEN THE A. C . HA 5 BEEN
� PLACED.
THE CON TPA C TOR SHA L L BE RESPONSI BL E FOR THE CL EA RING OF THE PROPOSED WORK A REA,
AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE INFORMED
48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION A T (714) 694-6400.
A COMPACTION REPORT BY A SOILS ENGINEER SHALL CER TF Y 959 COMPACTION OF BASE
PRIOR TO CALLING FOR SECOND INSPECTION AND PLA CMENT OF A. C . PAVING.
ANTHONY J. TERICH R.C.E. 29914
DATE.' % f6r% EXPIRES.' 9/30/93
APPROVED BY
DATE COUGLAS M. STEWAAT R.C.E. 37259
OEPUTY CITY ENGINEER EXP.6/30/92
CITY OF TEMECULA
EASEMENT NOTES
O CENTEQCIAIE OF nAt EmqEMENt FOR ECECTRICAC 71Z4N5M155/01/
AURP05E5 /N FAVOR OF 04001?04 ELECTRIC POWER CO#vIPANY
PER OCED eCeORDED NoVEMBE'R 'i7.) i96i qg iniSrRUMcnir
N0. 99459 of oFFreiA[ Rceo eu5.
O 0GiVFCR1AX 0r- Anl EASEMENT FaR EGEerRlCAL TRA&uMlSSIoN
PIMP06 IF5 iN F4voa of CgCiFaRNiA E[ECTRIr PoWcff eoMPANY
I�ER a6E9 REC'OROEP 40fell /d, 1940 /N BOOK 46/ PAGE d8
OF oFFi�i�! 2EC�oRoS.
3� 4AI EASEMENT ?o.00 FEET WIDE, FoQ eeweR TQAN8Mo5/O1v
POeP06F5 iN F4vo2 of 6-4SrEzN MUMGPAL WATER DISTRICT
REcoRaeo AA2iL d0, 197/ 45 /N6TeuMENT ADO. 95445 OF
OFF/elk R6aOR�'v.
/DOTE.' A�OROV/Jl 06 711Z`9F PLAN9 BY 711E CITf M
ODES NOT REL/EYE 71-lif-:4P�Z16VNT
AND ///9 ENG//r/EEK FiPOM Th Z ) F59POV9191Z/TI' FDrf
THE C,)RTEC71_9N OF E�PR011S' ag , 611YI9910119
9/J'COUE�PFO VVIellG ON9T/c'UCT/O/7/. UPMREDUEST
THE,WRIROF1C117 TE7ad/&El�/9/0/i/9 9f/,4LL BE
PROMPTLY 9M9V177f 252V Tj�7 771Z7 CITYZWI&EER FaC
REI//EW //&p APOIc'DU.QL .
DRAWN BY." J K fif
DESIGNED BY.• A i r
REVIEWED By.. A i r
SCALE:
A S IVO rED
SOILS ENGINEER
W101TgN h0# AJ'J'OC/Al6S, IN�.
r- 9093E COUNTY AN1§9 PlflY§ , M.P. A,
ffly,Mlm) 041fd1f1y1W 92d?o
�7/4�G7G -OOZd
PREPARED BY:
TO -MAC ENGINEERING
41934 MAIN STREET
TEMECULA, CA. 92390
(714) 676-5715
BENCHMARK.'
SEE ABOVE
GRA DING NOTES
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS
AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 19.
DRAINAGE SWALES SHALL
BE A MINIMUM OF 0.3 ' DEEP AND BE CONSTRUCTED A MINIMUM OF 2 ' FROM THE TOP OF
CUT OR FIL L SL OPES .
3. MAXIMUM CUT AND FIL L SL OPE = 2: 1(UN65JS DiH6NN APPfgYfa 9Y SOW &AIM/Y�M
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EGiUIVALENT ALONG THE TOP OF ALL FILL
SLOPES OVER 5" HIGH.
5. 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 I' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT
WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE 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.
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100yr 0 STORM FLOWS, ALONG TOP CUT
OF A SL OPE .
8. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREA TER THAN ONE
FOOT.
9'. TN6 6ONTifAgAOR SHALL NOTIFY THE CITY ENGINEERING, DEPT. AT LEAST 24 HOURS IN
al
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUI L DING PERMIT FINAL INSPECTION FOR EACH LOT.
10. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES
EQUAL TO OR GREATER THAN 3" IN VERTICAL HEIGHT SHALL RE 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 FINAL INSPECTION.
11. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
12. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST
BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT
OF FILL 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
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE" MEASURES AND
TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES
• DURING GRADING OPERATIONS.
16. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5)
SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
17. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
AT 12 INCHES ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN
VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED
TREES, SHRUBS, OR COMBINATION THEROF. SHRUBS SHALL BE PLANTED AT 10 ' ON
CENTERS; TREES, 20 ' ON CENTER; COMBINA TION5, 15 ' ON CENTERS. SLOPES OVER 3* IN
VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BA CKFL OW
PREVENTION DEVICES PER U.P.C. , CHAPTER 10.r. '
18. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS A T NOT LESS THAN
112 INCH PER FOOT FOR A MINIMUM OF 3 FEET T.
19. NO OBSTRUCTION OF FLOOD PLAINS OR NA T URA L WATER COURSES SHALL BE
PERMITTED.
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
SOURCE of TOPO. iF/u'GD XZIIf /&lc7Y
BENCHMARK
RIVERSIDE" COUNTY BENCHMARK T-32-81 IN THE NORTHWEST CORNER OF THE INTESECTION
OF FRONT STREET AND RANCHO CAL IFORNIA ROAD ON THE NORTH BRIDGE RAIL OF A a BRIDGE
0 VER THE MURRI E TA CREEK ON THE NOR THWES T CORNER OF THE BRIDGE. A 2 112 u BRA SS
DISC STAMPED T-32-81 ELEV. 1007.970
CITY OF TEMECULA
GRADING' .PLAN
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APN 9222*110mP006m*5
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UNDER THE SUPERVISION OF _ -
,
"`- �� J
ANTNONY J. T �- �.E. 21914
EXPIRES: 9/30/93(714)
rr+trnHeu er:
DRAWN BY." AM L. TO-MAC ENGINEERING
DESIGNED Bv.• A. ✓.T. 49934 MAIN STREET
REVIEWED BY.' A.T TEMECULA, CA. 92390
676-5715
CITY OF TEMECULA
G PLANDATE.•
� U P # 5
sHeer
F 4 SHEeTs
APPROVED'./BY
ATO E OOU LAS M. STEWART R, C. E. 37254
DEPUTY CITY ENGINEER EXP. 6/30/92
CITY OF TEMECULA
S CA L Eot
AS NOTED
BENCHMARK:
SEE 511`11E "ET /
ILE N0.
JN 2B7
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-?ES." 9130193
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1N AREAS k'r:CN ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION.
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UNDEr? THE SUPFf? VISION OF
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UA fE UGC.AS Af. S rEwARr R, G. E. 37254 AS NO; ED
OF.P rY CITY ENG,INr.Ef? E"YP. 6130192
CITY OF Tr.Afr.Wt.A
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PREPARED OY:
TO -MAC ENGiNEER.rNG
49934 MAIN STREET
TEhIFCULA, CA. 923,90
(714) 676-5715
8ENCf INA RK:
SEE sHtF..,r /
GENERA L NO.rES
1. Erosion control is required for grading operations. During
the rainy season from October 15th to April 15t.h, Approved
plans are required for all rough grading.
2. In case of ggz
en , call e
of ZOU
(R.ESPONSIBLE PERSON) (FIRM)
AT
(24-HOUR PHONH xo.)
3. The design civil engineer will supervise erosion control
work and insure that work is in accordance With the ap-
proved plans (if required) e
r Work shall be made
4 : - Equipment and workers for emergency
Available at all, times during the rainy season Necessary
materials shall be availably- on site and stockpiled At con--
. venient locations to facilitate rapid construction of tememo
porary devices when rain is imminent.
5. Devices shalI not be moved or modified without the approval•
of the City Engineer.
6, All removable protective devices shown shall be in p].Acu► At
the end of each workiixq day when the .!;.day rain probability
forecast exceeda 40-10
7. After a rainstorm, all silt and debris shall be removed
from check berms, silt fences# and desilting basins etc,* .
8 . • Graded areas around the tract perimeter must drain away
from the face of slope at the conclusion of each working
day. -
9. The contractor shall be responsible and shall take neces-
sary precautions to prevent publics trespass onto areas
where impounded water creates a hazardous condition.
10. - Dessi].tinq basina are to r be constructed as grading of indi -,
victual gradbig areas axe complete per rough grading plans.
11. The city zagineer reserves the right to make changes - or
inodUications to this plan as deemed 'necessary.
12. Information on this play is for erosion control only. All
other information is subject to change.
13• Temporary erosion protection is required for manufactured
slopes prior to permanent planting.
14. Areas shall be maintained in such a state that fire access
shall maintained at all times (including access to neigh=
boring properties) .
15, No obstruction or disturbance of natural drainage courses
rain-or existing storm drain inlets shall occur during the
ing season, unless adequate temporary/permanent drainage
•
facilities have been approved and .installed to carry sur--
pp
face water to the nearest practical street, storm drain or
natural water course.
16. The contractor shall conduct his operations in such a man-
ner that storm runoff will be contained within the project
or channeled into the storm drain system which serves the
runoff area, storm runoff f rom one area shall not be al-
lowed to divert: to _another runoff area.
17. Conformance with the requiarements of these plans shall in
no Way relieve the Contractor from. his responsibilities to
this site and adjacent properties. Temporary erosion con-
taCok shall consist of, but not be lixlted to,, constructing
such facilities and taking such measures as are necessary
to prevent, control and abate water, xnud and erosion damage
to public and private property as a ret of the construc-
tion of t dA project.
.180 Slopes constructed prior to October 1st shall be treated
for erosion control prior to - October 15. Slopes construct-
ed after October 1st shall be treated for erosion control
as the construction of slope progresses in increments of 25
feet or less measured vertically,*
:Lg. pill areas while being brought: up two grade and during peri-- �
ods of coxvpletion prior to - f inal grade, shall be protected
by various xwasuxes to eliminate erosion and the siltation
of downstre u facilities and adjacent: areas. These men'
sure$ may include, but shall not be limited to: temporary
d , either in the form of pipes oaf paved ditches
With protected outfal.l areas; graded berms around areas to
elite erosion of fin slopes by surface runoff; con-
fined areas to desilt runoff; temporary check dams
in toe of slope ditches to desilt runoff; protection such
as sand bags around inlets which. have not been brought up
to de; and earth be=s and appropriate grading to direct
dra►� a away from the edge of the top of slopes shall be
constructed and uaintained on those fill areas Where earth --
work operations are not in progress.
20. Top of cut brow ditches, Where required on the plans, shall
be constructed prior to exceedinq 12 feet of cut measured
vertically.
21. clearing and grubbing should be limited to areas that will
receive immediate grading. Erosion control measures will
be required to protect areas which have been cleared and
grubbed prior to grading operation, and which are subject
to runoff during the period from of the rainy season.
These measures may include but shall not be limited to:
graded ditches; brush barriers and silt, fences, Care shall
be exercised to preserve vegetation r beyond limits of
grading.
22. City approval of plans does not relieve the developer from
responsibility for the correction of error and omission
discovered durinq construction* Upon request, the required
>0000, plan revisions shall be promptly submitted to the City En--
� � gineer for approval.
19
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