HomeMy WebLinkAboutTract Map 21765 Lot 1 Precise Grading w
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P�iADI NOTES6
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1 Ih ioinoshall Conform tai:the Uniforrn Building Code,Chapter 7Q as amended by ordinance N��457, w .� I I� Existing Contour TBS is n�tlI in the top of the curb atom the westerly � � �
extension bf the northern property lin?. tT
. ,;Maxir Ern,cut and fill slopes ares :1 ratio. h interval 2' �F 01
A. Elev4tlon'10 1,194-.5 0 C
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Mini rnum buildin pad draina e:swa,19 slopes shall be equal tai i percent . Drains a swales shall boa � Proposed contour
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y minimum of 0. deep and a minimum of 21 from the top of out or till slopes. a .f,. ;
Drainage Swore AlSSESS013S 0
4y, Provide 5 wide by 1 high berm,or equivalent,along the top of fill slopes over 5'high. t"� �
.' Sheet Froom " .-,►.
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Vii,If steep sloping terrain occurs up 'n which fill is to be placed, it must be cleared,keyed,and benched Into '
firm natural oil for full support. Preparation shall be approved b a Soil Engineer prior tplacement f ill HP High point " ,,,,,, t
� pp � pp Y 9 p o o o f � ..,�
ma erl . .O 0
FL Flow Line ; Ml 0
6 No fill shall,b laced onto exls I ground until it has n i f • �
e p i g d s bee c eas ed o weeds, debris, topsoil and other �
G� ,''deleterious materials. FS Finished Surface /" !
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7,Al,All elsting drainage courses on the roperty must continue to function,especially during storm conditions. P '
Protective measures and temporary• rainage provisions must be used to protect adjoining properties fromHOBBS, t�►
/ � . BILL RAE 422x5
ftpC�d damage or ponding,water during gradl' operations and rior to the construction of ermanent draina a aW° 80tt4m of Wall
1 structures. II R exp. 3/31/92
FF Finished Floor I SS/�
°� .� I n fill I r �
o • a Cut-slopes and s opes greater then and 3 in vertical height,respectively,must be planted In accordance t�Q ' *
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------- -..�-� ,'with Ordinance No. 457 or equivalent;erosion resistant landscaping.` FP Finished PactILLIAM
-� HOBBS -..
/SNS � /6W�T� 9� Landoaping on slopes shall be I rlgated by Rainbird #25 ore ul'valent at a spacing of 25 centers with r l-f Elevation at a Point .
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schedule 4 PVC,with 3!4 valves end vacuum breakers.
Q. A registered Civil Engineer or Licensed Land Surveyor shall su mlt written certification f it Zoe
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�Z 7� �� 9 . . Y � o building pad .
�. e.ievatiort• Where specific elevatlbn are required,the elevation with respect to mean sea level shall be given. l Proposed Slope
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(� grad ng sha l be done under'the observation of a competent Sail Engineer who shall verify that all fill OFCAO
• (� �, E,Y/�'T"//�ca /��/� • has been properly placed and whop Ohail submit a final compaction re art for all fills over 1 thick. , � ,
DCar, aylight Line EARTHW.Q6K
IW0165ePV � ' � 1 . Finish ode shalt be sloped aw from exterior II (foundations) 'r .
gr p ay o exte io wallsnot less thank per for a distance e4•'••�.
of not less than S and continuingat 1 percent into swales.
1 i OWNERC
4000ml2,76
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UTmoo
1 , Dust shalt be controlled be waterin or other approved methods. 'x
• Mr.Wayne Sull'Nan �
f FILL
t4, A letter of certification by a registered evil Engineer must be submitted to the grading section of the 30214 Corte Cantanla
; N f��"' � Building,ii in and aft rt � , : • -. p
t g a Safety y Depa meat and/or the Building and Safety Department notified 24 hour In Temecula California 92399
O Y R s advance � ;
•r tin fin r
dques g a al grading Inspection be for grading permit will be approved for any construction thereon. In (714)�yy-io►
i IMPORT
a each case,the spec�fla re uire�rtents will be at the discretion of the building
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4 . registered Civil Engineer. shat! submit to the Cit of Temecula's n ineerin LEGAL DESCRIPTI
Y O 0 Department writtenEXPORT 7.0
certification►of Completion of rough grading_In accordance with the approved grading plan prior to Issuance k
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� 1 qI the building permit. Certification shall be to line, rade, elevation and the location of cut and fill slopes. ;
0 p Lot 1 of Tract 2 1765
• 1 N t Quantities
. , " � o e O es are estimates only and da not
. �•� 1 S'� Thcontractor h li 30214 Corte Cantania,City of Temecula
Include shrinkage or subsidence. The r ssen-
e shall notify the Building andi Safety Department at least 24 hours In advance requesting Count of Riverside California u g They e e
• ' • '' '� ��
finish lot grade n r in Y ' Hall� for permit purposes only and not intended for
g de a d d a a e�Inspection. This Inspection must be approved v prior Y p p p Y
. l � r 9 p p pp o ed p or to the building permit
A Inspectiory. bidding
° x 17,A All ropert corners shall 6e clean marked rior to th t fOURCE OF TOPOGRAPHY:,/.0/ 0 Y Y p e s art o any grading or construction.
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10 Pr'vide a brow ditch,designed to handle 109 yr 0 storm flows,along the top of cut slope. t
e �-•- b Limited field s rve tJuly, 1 1 n
r�• �� e d u y dated 99 , and data ,
(9 _ from in P RBF,--�-•. . • � �"" �' �� incompaction r rt r ulr f r� '•Il fillgreater than 1'. o Grading lana by , Inc.int. dated 4/6/89. �
---�- ... 9, Final report required o s � � F�
•' 20 All radia shall be done in actor an a with recommendations of tha relimina soils Investigation by
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/ dated A Two
�-- sets of f nal compaction reports shall be submitted to the"Building Department which shall include foundation
�' �o• design roommendations and certification that grading has been Mone in conformance with the preliminary
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• • soils report. -
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21.0urin w,rough grading operations an prior to the construction of permanent drainage structures, tem- - '
O p O BENCH MARK
o # ra drain e control should be provided to revent ponding water and damage to adjacentproperties.
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COUNTY OF RIVERSIDt B.M. NO. T.-?9-81
� . 22", Stab�l�t calculations with a factor of sefQt of at least 1.5 shall be submitted b the Soii En ineer t0 th BRASS DISC IN �ONC* CYLINDE LOCATED FROM THE INTERSECTION57.55 � Y e �
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9 44?.CO.., r -,- Bu�ldin and,Safety De artment for cut an f�l�sla a ver 30 in vertical hes ht. E FRONT `ST. AND RANCH CALIFORNIA �
p sog O Q C EI oRNIA ROAD 1 8 MILES N.E. ON
�- RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA �
• 230:EROSION CONTROL: All graded slopes shall be planted with Rosea ice Plant at 12" centers or other ROAD AND MARGARITA ROAD IN N � RN R'< F THE T R
g ►p P ., , I E N.W. CO E •0 E INE SECT[ON
MARGARITA-,-
approved ground cover. Slopes over 1 In vertical helght,,In addition to the ground cover, shall be planted 1' E. of A 7' ChAINLINK FENCE, ?1' X 16' AROUND SO, CALIF. GAS
�• zv y� ode',/ witl appro ed trees, shrubs, or combination thereof. Shrubs shall be planted on 10' centers; trees on 20' VALVES-i ,40' N. OF O.P. N9.# 94�1 No OF THE CENTERLINE OF RANCH® �~
centers;combination on 15► Centers. Slopes over Win vertical height shall have permanent irrigation systems CAL I FORNJ A ROAD, FIR GLASS WITNESS POST SET 1' We OF MONUMENTIV
C with backflow prevention devices per UPC chapter 1a.rf f
� '� �a� ADJ. DATi�; ' 9-13•-82. ELEV. 125.4]0►
424 "No obstruction.of flood plains or natural water courses shall be permitted.,' ,
25. Call Underground Service Alert 1-800-422-41331 two(2)working days prior to an excavation. �
29 Approval of these pians by the Gita of its,agents does not relieve the applicant and his engineer from the
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responsibility for correction of errors' or ommislons discoveredurin n r
p Y d construction.action• U on request, th
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pp p late plan revisions shall b promptly submitted to the City Engineer for review and approval.
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