HomeMy WebLinkAboutTract Map 8211 Lot 7 Rough Grading j
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NOTE TOS CONTRACTORS MEIJI
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ANY EASEMENTS (INCLUDING UNDERGROUND UTILITIES WHICEt MAY BE ON --------
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T11 PARCEL OF LAND S11OWN ort THIS PLAN SHOULD BE LOCATED BY 4 I
�dRA �`� CONTRACTOR FROM RECORD DATA, TRIGON ENGINLERING, INC. ASSUMES
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o ft.,, NO LIABILITY OR RESPONSIBILITY FOR FAILURE TO SNOW UNDERGROUND in Code, Chapter 7o as
r� � r � r, r, 1. All gradng shall conform to the Uniform Du�ld g Co ,
-/ ,1�/� UTILITIES WHICH MIGHT BC LOCATED FROM A TITLE 1 LE SEARCH OF i 11E
. .IVA OU11100CIME BY 48J&ks. ... SUBJECT PROPERTY. THE LOCATION OF ANY EASEMENTS (x►tCLU
DING
amended by Ordinance 457.
f rUNDERGROUND UTILITIES) IS 111E RESPOCt5IBILIIY AND r11E LxABrLrilO "
THE CONTRACTOR• . 2, Minimum building • ge swale slope shall be �1°,lea• Drains
Aad and drama e g
�. swales shall be a minimum of 0.2' deep and be constructed a minimum of 2'
TIDE REPRESENTATIVES OF TETE VARIOUS UTILITY CQMPArtI�S WILL .
r, tr r, r, r UTT! from the to of cut or fill slopes.
NXS0 COOPERATE IT11 HE t ON.� tACTOR ZN LOCA�LING 1IIE EXISTIr G UTI.�YiIES, p p"*� THE CONTRACTOR SHOULD NOTIFY UNDERGROUND SERVICE ALERT 40 HOURS
-I BEFORE EXCAVATION AT 1 (800) 422--4133 r , •
3. Maximum cut and fill slope 2.1.
, • THE � Ull't.'RACTOR AGREES VIIAT 11E St�ALF� ASS 1t��E SC)LE AND f.CN)1> EONY: 79a"� .�.._.. .,_ .• fall fill slopes
a �.-. sop .. RE13PO!ISIBILITY FOR JO13 �xr�tE SHALL
D�JRING 7112 COURSE ce 4. Provide 5' wide by 1' high berm or equivalent along the top o
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CONST,'WCTION OF THIS PRU6 a;CT INCLUDING SAFE .`Y OF ALL PERSONS Ate D
,,,,f r •► r r U 't� ENT SMALL APPLY Co r INUO S D HOr
over 5 high.
S 7 r8S. �IV• �i �" '' .. ..�. i�r►-- ,' F RU P E R rpt',� �.EiA I` �Ei x S REQ IRE 1 y N I' U L'aC A N t'
.j '`[.� •O" �•b'r1 ,`'' BE LIMITED TO NORMAL WORKING 110URS, AND THAT THE CONTRACTOR SHALL
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DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND ENGINEER FROr� 5. All grading shall be done under the supervision of a competent sods engineer
• o W rt tC• • who hall submit a
VICI 1 , Y MA 40 CIF ? ANY LIABILITY, REAL OR ALLEGED IN CONN ECTI N ITEC HE PI RFORMAr E who shall certify that all fill has been properly placed and o s
'N :� 0 OF WORK Ort THIS PROJECT, EXCEPTING FROM LIABILITY' ARISING FRO[�1
_`V ��► 'r► N O .� final compaction report far ail fills over 1 deep.
� +� S L GENCE OF HE OWNER OR TETE ENGINEER.
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r - TtIfE ESTIMATR OF EARrHWOP QUANTITIES SHOWN ON THIS PLAN ARE FOR 6r A re 0stered Civil Engineer shall submit to the City of Temecula's engineering
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PEW-111T
PURPOSES
URPOSES ONLY• T11ECONTRACTOR
CTOR SHO_ LD VERIFY
FY UANTITIES
Department written certification of
completion of rough grading in accordance
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A • ' FOR S:IDDING AND COST ESrI ,1AiESr
q with the approved radng plan prior to issuance of the building permit.
% / slopTHIS GRADING PLAN IS INTENDED AS AG IDE FOR rHE CONSTRUCTION O. Certification shall be toline, grave, eevation and location es
114-1 0#10 PAD(S) AND/011 R RO D(S) SE1OW iER1U • A "MAJOR DEVIATION`
PAD
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1147 _ w �rj Fr�ott . E1EsE PLANS IN tJ ►ROCL5s OF COr�sT�t cTrOr� WILL RESULT IN .
r, • • , r _ , : MADE ;+ 7. Provide a brow ditch, designed to handle 1 ooyr O Storm flows, along top of.cut
i ISE NECESSITY OF AN AS BuxLT ��RAcalrrG H�.xr1G c�ADE xrt Lx�.0 of r10RMAt,
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ROUGH-GRADE: PAD eE ���xFxcNTI��rt. Ae-�eclxLTs «:_LL Hr; DON ON A TI r slo es•
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• • �,,,�'' 4 + S '� r SREQUIRED r S'* Y OF
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MATERIALS BAST • AS BUIL MAY HE SERVICES C A
• • � �,, .�' � � FIELD SURVEY CREW. CLIENT IS RESPONSIBLE FOR ALL AS BUILT COSTS*SIC � 8. Final I compaction re ort will be required for all fills greater than one foot.
;1 *14HAT CONSTITUTES A MAJOR DEVIATION" IS LEEN TO THE DISCRETION
10 A '�,� '� /! '�,, OP THE ENGINEER• S. All radia slr�all be done in conformance with recommendations of the
TOPOGRAPHY SOURCE R C FC Ek W D a SEC 7 T a S R2 W preliminary sods investigation by AMERICAN/PACIFIC LAB. 714 _Z35--5 7 7
o PHOTO DATED I9 U2 dated Two sets of the final
compaction re ort shall be
2 submitted to the Engineering De rtmont which small include founoati n design
„� recommendations and certification that r din has been don�g1 in conformance
F60 t preliminary it report.
� with the recommendations of the prelim nay so s
t1ASSESSORS PARCEL NUMBER
.I0 '� � "� h n r tar shall nvtif tl�e En ineerin De artment at leased 24 hours In
.I Q b * 1 0. `T e c a t ac Y g g p
SOP4
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..� k APN �- -018advance requesting finish lot grade and drainage inspection. Tf is inspection
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must be approved prior to building permit final inspection for ea h lot.
V LEGAL DESCRIPTION,
Phone: (714) 694-D490
°_ PORTION OF LOT 7, MAP BOOK 089/090 TRACT" 8211.
� � '.�. .� 11. Cut slopes equal to or greater than 5' in vertical height arid fill sipper equal to
I� �- ►� ' 0I or greater than in vertical height shall be planted with grass or ground cover
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VIP ;� to protect the slope from erosion and instabilityn accordance withOrdinance
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•� "'' �' 7 prior to the approval of final inspection.
No. 4 5 p o
4/60 7 6N T r CIRCL 6 A109774
- _ LENNY PE HNER ; 'EAA ECLIL,A . CA12. Na fill sl�ali be placed on existing ground until the ground has been cleared of
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,, ..� weeds, debris, topsoil, and othr;r deleterious material.
3C0D2 SANTIAGO ROAD 000 (P7� Z746
f EMECULA, CH. 92390
13. If steep sloping terrain occurs upon whirl~ fill is to be placed, it must be
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(714) 694 - D
cleared, keyed, and ber�cl�ed into fir�rt natural soil for fu support. repara ion
hall be approved b a�Fie istered Engineer prior to placerriNo
er�t of fill material.
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ANTITIES
EARTH QU
nd prior to construction of pormanent14. During rough grading operations a
r m orar drainage control should be provided to prevent
drainage structures to y 9
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♦ • • •
C5CUT Yponding water and damage to adjacent properties•
�y� 15. Dust shall be controlled by watering or other approved rnett�ods.
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16. All existing drainage courses on the project site must continue to function,
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� (rnln• conditions.
especially during storm Gondft ons• Protective ryieasures and temporary
drainage provisions must be used to protect adjoining
,
properties during grading
VA s rf
� operations.
P APE 14$.0
/� � ' L) 17. Stability calculations with a factor of at least one and five-tenths 41.5} small be
• �"`• r • • n fill
a
! w r submitted by a Sods Engineer to the Engineering Department for cut and
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slopes over 30In vertical height.
d'SEC A : � N-IN w,
shall submitcertification
164 P 18. TNeRegisteredCiving•neerd
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r c of building pad elevations. where specific elevations are required, the elevation
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to
(with respect to mean sea level) Shall be g`veri. If an elevation with respect to
adjacent grourid surface is required, the actual distance above the adjacent
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ground shall be given.
Y
rop or :51OPE
,� �' 19. EROSION CONTROL: SII graded slopes shalt be planted with Rosea Ice plant ,
Td�` -Of: -Swpe _, ¢ approved round cover. Slopes over 15 in
C0 0 DAYL161i r __. �._�_._ __. at 1 on centers or another g p
'� • • • over, shall be planted with approved
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PAIA
.� /� vertical height, in addition to ground c
r16H OF SLOPE
9
�„+�. DIP.,
•
� ,r • '� � trees, s ru is, or
comb�ratio n th reof. Shrubs
ubs shall be planted
ed at
10' on
OlRi �r/DN OF ��4 / combinations, on cen centers. Slopes
SURPACE Y' centers; trees, , on cen er;LaV r � nt irrigation systems with backflow
k0r, WALL � 11 TW. vertical height shall have permane
6-UAII! r P/ I)WAI prevention devices per U•P.C•, Chapter 10.r.
PIS 0 Al �
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PLAM 40 0
P"4•VI PINT"OP• r•-/ Di5 pill 111ra 44
OF WALLC r 20. Finish grade shall be sloped away from all exterior walls at riot less than 1I:6 1 r--* It `
w per foot for a minimum of 3 feet$
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EVs rD 21. No obstruction of flood plains or natural water courses shall be permitted.
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22r All property corners shall be clearly delineated in the field prior to
� commencement of any construction/grading.
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kl r - - N•-r.S• 2S. val of these plans by the City or its agents does not relieve the applicant
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p �' �= --- and is engineer from the responsibility for the correction of errors or omissions
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discovered during construction. upon request, the appropriate plan' revisions*z�
EIDIrCHDErAIL 21/ IIt 330f / shollibe promptly submitted to the City Engineer for review and app
royal•
r`• TAILEA R TPI ERM A1
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�. .�, 1100 �. - 1V / ,,..» .x'4,6. 10 00-. •._„
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Underground Service Alert b,
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COMP MDBACkFILL . -- '� ' / , r/� •
. Call: TOLL FREESACkMA r5RiA� �
8ENCd MIN
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.� IIIA / 5rOErAILCUr VAME-5
20 2 4 .�
422vP4133 �M MII • t
2SI&.• M/A1r W::4VL
TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE
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RECOMMENDED FOR
SEAL SEA APPROVED B INEERING, INC. T� 6C SHEETNO,
N ENG
APPROVAL l --
CIVIL I NGINEEFUNG LAND PLANNING
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^.:. 7S W 14 A 1001 V )NDSTREET
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it r livseexp. 14-30-94? f NrrA ANA, CA 92703 ;(714) 554-3621
614771 tlr r6j"6allA DA Tii5_ ROUGH GRADING PLAN,
• r r O.�c:, -..-.+S HTS.
« 37040hi rE,MECUE-A, CA 92390 (714) 699-9108
DATE � . ��, ��.���
PPR EDB DATE I
06 FILE NO.
T private engineer signing these plans'la responsible for assurin the accuracy - 'OA L„ Z 9/
The a y e s P Y � � �
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p g � � � SCALE r �' .
r in after CHECKED Y BENCHMARK, 2.9 MI, S.E.AL.ON PALrA RD, FROM THE POST
and acceptability of the design hereon.In the event of discrepancies ars a to DATE D,y MARK APPFt• DATE C EC AS SHOWN f "CONC.
county approval or during construction,the private engineer shall'be responsible
CIVIL I� N OI S GO P 4TEST'A:3 OFFIoE AT TEMECUL.A,29NE.of PAvE R1�.,3 Nin o 36 S D�'IP FOR w•o•for determining an acceptable solutlon and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE ��►► I DATE -�` -»lO3c,�•3? !�a-rE lc� LENNY PECNNER
thecounty. 3 7040 AT 6 � �O 92 JUNE 1991 SET A, BRASS DISK TOP of CONCRETE .POS r EL.16, .
co y DESIGNED BY DRAWL BY CHECKED BY
' Q R.O.E.NC3. EXP,DATE r
R DING NDTES
t .,.
13737
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