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y tT � " M GRADING NOTES
EROSION CC)NTROL, NOTES �''� f'� �t� �� �
Cu tz 1. AN grading shoN conform to the Uniform Building Code, Chapter '10, as
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1. Erosion control is requtired for grading operation during the rainy season from October 15 to I-"��'W \VA,L(,• � amended by
2. Minimum builds Ordinance 457.
April 15. Approved plan is required for all rough grading. v
.
� � � i �2 �• ng pad and drainage swags slope *hall be =1 Xi. Drainage
2. In case of emergency, call '� $wales shall be a minimum of 0.2' deep and be constructed a minimum of 2'
_ �`'•• v• �• � from the top of cut or fill slopes.
15PWIN JAMES AS5CX"I"1"`eS E15T4=c" 10' Ter.
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(RESPONSIBLE PERSON) (FIRM) C:►W N F_ '5 j '1 3. Maximum cut and fill slope = 2.1.
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at �a'� - 31 I SCIS-707 1 (c�c>lfi)) foal�'1 ' 2799 _ - - �• (I •4. Provide S wide by 1 high berm or equivalent along the top of all fill slopes
(24 HOUR PHONE NUMBER) over 5' high.
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. C�tC 12 E� h - - i� supervision f competent soils i
3. The design Civil Engineer will supervise erosion control work and insure that work is in �/ W / • K 6. All grading shell be done under the supe sono ■ c pe t engineer
accordance with the approved plan (if required by the Department of Public Works). • ' N who shall certify that all fill has been properly placed and who shall submit a
•� ���La-._. �Z final compaction report for all fills over 1' deep.
4. Equipment and workers for emergency work shall be made available at all timest'during the --
rainy season. Necessary materials shall be available on site and stockpiled at convenient �/ e>Cr D tyL . 6. A registered Civil Engineer shall submit to the City of Temecul■'s Engineering
locations to facilitate rapid construction of temporary devices when rain is imminent. Tp. Department written certification of completion of rough grading in accordance
2N with the approved grading plan prior to issuance of the building permit.
5. Devices shall not be moved or modified without the approval of the Department of Public r Certification shall be to line, grade, elevation and location of cue fill slopes.
Works. 1 <b►.�. _. ..._ __� . . `,_, . 2 VIZ.6,04 -� 2 � f��-.-
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� � -" I u 7. Provide a brow ditch,,designed to handle 100y O Storm flows, along top of cut ,4
B. .411 removable protective devices shown shell be in place at the end of each working day 1 t t Ongcl R-TM slopes.
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when the five (5) day rain probability forecast exceeds forty (40) percent.
AL�M � � 8. Final compaction report will be required for all tills greeter than one foot.
7. After a rainstorm, all silt and dcbri�c shall be removed from check berms, silt fences, and �4n �-aND (,Yfdesalting basins, etc. - 9. All grading shall be done in conformance with recommendations of the
__F4 101Wpreliminary soils investigation by T N-9- SvIL S COM ��l
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dated 3/• 2aD/ Two sets of the final compaction report shall be
8. Graded areas around the tract perimeter must drain away from the facie at slope at the �j n Cj �R>��� J - .. • • - �,��,
conclusion of each working day. L( ��
- submitted to the Engineering Department which shall include foundation design
�`d % IN "� '• II •. *4 T recommendations and certification that grading has been done in conformance
9. The Developer shall be responsible and shall take necessary precautions to prevent public ro C- � �� N with the recommendations of the preliminary soils report.
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trespass onto areas where impounded water creates a hazardous condition. � � ��
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10. The contractor shall notify the Engineering Department at lease 24 hours in
10. Desiltin basins are to be constructed - p FG• �' •
g o strutted as grading of individual grading areas are complete per --- - --. -�oP � .. �� .� ,�' � advance requesting finish lot grade and drainage inspection. This inspection
rough grading plan. -, �� �'•c, i•' ���'"-�� \ ; � 1►1 r i r final inspection for each lot.
I �.,_.�,� �•v,� Iv -. • #1� must be approved prior to building permit fi a spa
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11. The Department of Public Works reserves the right to make changes or modifications to this _ ��,,� s �• Phone: (qo9) 694-6400
plan as deemed necessary. � � I I I I I ,� \ ��T�� �• •
12. Information on this plan is for erosion control only. All other information is subject to y' . _ . , _ . . �-, D7-CH FL. 11. Cut slopes equal to or greater than 5' in vertical height and HN slopes equal to
change. • • • �. __ '.. or greater than 3 in vertical height shall be planted with grass or ground cover
4. - �. • . , -� 4 NAE7 ' to protect the slope from erosion and instability in accordance with Ordinance
13. Temporary erosion protection is required for manufactured slopes prior to permanent e•� . �- No. 457 prior to the approval of final inspection.
planting. ! -� 11 �- u �. ��,�►� ..�
i �r t,.l,'T 12. No fill shall be placed on existing ground until the ground has been cleared of
�% " M it ��GF"I• weeds, debris, topsoil, and other deleterious material.
14. Areas shall be maintained in such a state that fire access shall maintained at all times / 4 & i2 �
(including access to neighboring properties).
11
�►, [' p� td�r 13. 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
15. No obstruction or disturbance of natural drainage courses or existing storm drain inlets shall G .� shall be approved b a Registered
occur during the raining season, unless adequate temporary/permanent drainage facilities ���� �� I f �n��C� �T r0 �G • Dc��t�-i pPr y g stared Engineer prior to placement of fill material. k
have.been approved and installed to carry surface water to the nearest practical street, �- T�• 1 If = •CryY/Z 'Q 14. Dur: r h rads operations and prior to construction of permanent
sin r natural water course. ---�-- � - - - �- ! 2 � � g �
storm dr o drainage structures temporary drainage control should be provided to prevent
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16. The Developer shall conduct his operations in such a manner that storm runoff will be <D i5l
' ponding water and damage to adjacent properties.
contained within the project or channeled into the storm drain system which serves the aft UI Ss I y g .
runoff area. Storm runoff from one area shall not be allowed to divert to another runoff area. ,�: 15 Dust shall be controlled b watering or other approved methods
rF2 16. AN existing drainage courses on the project site must continue to function,
17. Conformance with the requirements of this plan shall in no way relieve the Developer fromQ ... ''�
especially during storm conditions. Protective measures and temporary
his responsibilities to this site and adjacent properties. Temporary erosion control shall / �57r• C� drainage provisions must be used to protect adjoining properties during grading
consist of but not be limited to constructing such facilities and taking such measures as
• � g f g operations.
are necessary to prevent, control and abate water, mud and erosion damage to public and = �•�`���J 1
rivets property as a result of the construction of this project. i
p P P Y P j 2 17. 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
r October 1 shall be treated for erosion control prior o October a ,
18. Slopes constructed prior to P � �, P►� _.. .-..... Q slopes over 30 in vertical height.
15. Slopes constructed after October 1 shall be treated for erosion control as the
construction of slope progresses in increments of 25 feet or less measured vertically. WA�--L-
g ��� , . - u a, 18. A Registered Civil Engineer or Licensed Land Surveyor shall submit certification
19. Fill areas while being brought up to grade and during periods of completion prior to final
M' „iii cC, of building pad elevations. Where specific elevations are required,the elevation
grade, shall be protected by various measures to eliminate erosion and the siltation of
L -�-, GisU �� -� _ (with respect to mean sea level) shall be given. If an elevation with respect to
downstream facilities and adjacent areas. These measures may include, but shall not be CDT"EIZ43 Y
adjacent ground surface is required, the actual distance above the adjacent
limited to: temporary downdrains, either in the form of pipes or paved ditches with protected : -•
L�1 a ground shall bo given.
outfall areas; graded berms around areas to eliminate erosion of fill slopes by surface runoff; ��A�-�-- "t��UCTK:t4 ,,,,• 'Alf � ;- h 19. EROSION CONTROL: All graded slopes shall be planted with Roses Ice Plant
confined ponding areas to desilt runoff; temporary check dams in toe of slope ditches to Uf-4 PM9 Mj �' F'���• p ill 12r�12 at 12" on centers or another approved round cover. Slopes over 15' in
desilt runoff; protection such as sand bags around inlets which have not been brought up • r. A1C• ii:�x •• ay (% Tt> at"' vertical height, in addition to round cover, shall be planted with approved
to grade; and earth berms and appropriate grading to direct drainage away from the edge C:V.U5HEp' g g P pp
of the top of slopes shall be constructed and maintained on those fill areas where earthwork i'' trees, shrubs, or combination thereof. Shrubs shall be planted at 10' on
GK I1-i- centers; tress, 15' on centers. Slopes over 4' in
operations are not in progress. WALL5 � t 20 on center, combinations,
- 1. .. n ! tl vertical height shall have permanent irrigation systems with backflow
20. Top of cut brow ditches, where required on the plan, shall be constructed prior to exceeding -- prevention devices per U.P.C., Chapter 10.r.
twelve (12) feet of cut measured vertically. 20. Finish grade shall be sloped away from all exterior walls at not leas than 1/2"
PROJECT ADDRESS: OWNER/ADDRESS:
21. Clearing and grubbing should be limited to areas that will receive immediate grading. Erosion per foot for a minimum of 3 feet.
re which have been cleared and rubbed prior 90273 Corte Coelho Mr/Mrs Jim satoch `1„ is. 1 I two"so 20
control measures will be required to protect areas e g p Temecula, Ca. 92591 30273 Corte Coelho % f S�� •
to grading operation, and which are subject to runoff during the period from of the rainy Tenacula, ca. 925!1 tea vfp U CS�_y 21. No obstruction of flood plains Or natural water courses shah be permitted.
season. These measures may include but shall not be limited to: graded ditches; brush (909) 699•-2799 CONSTRUCTION NOTES ouantl � � ` _ .__ � ��
barriers and silt fences. Care shall be exercised to preserve vegetation beyond limits of ~=� �+� '� •.,';30 f-'� 3 � .22. AN property corners shall be clearly delineated in the field prior to
radin i construct ••• diameter PVC, schedule �o �° * *� _ commencement of an construction/grading.
9 9 90 l i n tt -► �.. � a � � Y
SOILS ENGINEER CIVIL ENGINEER drain pipe. *. . . ........ ........ .... .... . ..... h
rr►�j � ~ , r 29
22. The Department of Public Works' approval of plans does not relieve the Developer from Engen Corporation Lawrence R. Ph.lp. ,. ! ; r 23. Approval of these plans by the City or its agents does not relieve the applicant
2 Construct d ASS sewer.............. ..... ..... 150 lin it o c � t
responsibility for the correction of error and omission discovered during construction. Upon 41bo7 Enterprin. circle North 4oeoo Windsor Road i �°�" 4 r IFa, •., ' and his engineer from the responsibility for the correction of errors Or omissions
Temecula, Ca. 92590 Temecula, Co. 92590 t
request, the required plan revisions shall be promptly submitted to the Department of Public 121
� ,� ,r Nd 1� � discovered during construction. Upon request, the appropriate plan revisions
Works fora roval. (909) 696-6336 Construct d" A•$ wye, riser and cleanout......... (2) 1r,
PP (909) 296-2230 (909) 694-•6326 Fax shall be promptly submitted to the City Engineer for review and approval.
LA AVO E
23. AN graded sloe areas 5' or more in height shall be hydroseeded unless sufficient natural + Construct concrete catch basin - � ��
g P g per detail d, sheat 1.&*............... . ......... (2) • wcM f .
vegetation has been established as determined b the Cit of Temecula Inspector.
g Y Y APPLICANT/DESIGNER SOURCE OF TOPOGRAPHY "
Edwin James Associates :Surveyed by: P ! •••••• q TEME ,'_`.'ULA yen� �y Construct d" rCC .vin ........ ... .... 4000 . :t_ � � READ THIS NOTICE
21990 Alameda Del Monte Spear and Associates ��G, "r ,
Wi l dourer. Ca. 92395 750 N. Ci tracedo Parkway p F l THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR
6 Construct • high retaining wall by ,�.�$•1
Suite 3 ` ,' „ PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES
� (!O!) 67•-016+ Fax Qscondido, Co. !ZO2!
other., under separate peewit. ..... .... . . ..... 2S lin ftrrp. ! REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES
(909) 609-3115 ) - f -
( (760 737 7272 � i ,
(909) 805-7071 call A
a Construct 5' high retaining wall by
Survey date: �� �' i ,L'
others, under separate permit........... ..... 120 lin ft o � t all YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE
March 16, 2001 • d ' AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING.
!�** "�/l+C.`t MOW O � �...+4t� �,. , t �.
• Fountain and 30" high garden walla..... . .... . . by others j • Nra G i_; WAR ..r
..�,. • �► r� - ;' Prim .N1►� ' � -
�, BENCH MARK EARTHWORK OUANTITIE' �- j � � ;�, w �� a� ,•u,",�1!s�
d" thick x 24" wide, 6" deep concrete
Assumed datum: Cut 90 cu yda gutter.... .. . .......... ........ .... ..... ..... 145 lin it �,► ��
i Top of Ashpslt Concrete Fill 90 cu yda •``y �
, „ '' •� Berm at waster
.1y property ` s
10 1••• - 36•• high garden wall (b others)........ 85 lin it
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line lot. 10, Tract 23383, g g Y
`� �. • ' produced, per Tract
Improvement Plan ASSESSOR'S PARCEL NO: Contruat curb wall per detail 3.2, shut i... i6 lin it
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slay. 1140.14 NSL 919-450-010 's. ' a• .y • �.. Q r [] C'
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TWO WORKING DAYS BEFORE YOU DIG G>� •� 1 � �. L D O I — (Q( GR
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT! BENCH MARK SCALE S, GE �� Designed By Drawn By Checked By v/ Drawing No.
; �° 'A p RECOMMENDED BY, - DATEI CITY [IF T DEPARTMENT OF PUBLIC WORKS
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11 1O� c No. 35280 N _ ACCEPTED BY1 ��� DATES Z a✓ �� �, � GRAP (MG
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\F4�� R.C.E. Noe 352�Q Expires `�' • R.C.E. No. (C)7 Expires • 7� • al '�Q` / LC:) �0 r T���T 23583 Sheet 2 of 2
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