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'I 10 �11'. T� �' 1 """ �'' • ' ll £��rtr grading and related activities shall Conform to-the 1998 California Buildln Code 1• Information on-this plan is for erosion and sediment controls only. See the Grading Plan for
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I.�.,,, :� *0 �. ,e~ � �,w w:, �, � t,, 1. All gr g 9 ,
can �. .•- •,�: �' GI14`11�IM4. QRDGIwp 1 q
Jr N' q� s! additlanal retalrements. A combination of erosion and sediment controls must be in place for all
- y .cry `f� r,. Appendix Chapter 33, as amended by Ordinance 99-23, and >f applicable, to the State
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f each year and, at a minimum, maintained throughout the
R,t , , o _ _ e :> `�. f ,,A�, I i Water Resources Control Board NPDES General Permit for Construction Activities. _ Y
r soli-disturbing activities by October 1 o e d m
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I I :M " ; . rainy season(October 1 April 30). ,
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--- u g_pad_.atk 1,?_. slopes shall be a minimum of 1%. a er Contact Informs
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f. A� p y „Y,,. ��a. •i'{ .., Co epi ��---- ✓ �-- 2. ch g tl
P. �F_.- �•,�� p s,, r ---- -�--.- _ shallbe a minimum of d.2 deep an e s i f om the top
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:;:;/'' ,t$ �» W - n\ '� of graded slopes. Finish rade shall sloe away from all exterior walls at not less than of
` r70p g P Y n MANNING ENGINE Firm
.� c �� ,: �Jr ,, �.�y�gfw �{ '�- /, ry L� 1 , 1. ,4 %." per foul far a minimum of 3 feet. -(R ponsible Person) (Firm)
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►. Erato' �,`� .�� � 111
� �� �, � +►.3W c H s' .\ .. . 3. Maximum cut and fill slopes shall be 2:1. \
Q� ,� ` p.� �Fq W4' ;:. 1.., s; '(! , .: 'i `.1 .l�► __•. (24-Hour Phone Number)
rr, I'll
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r.. �/ err �►\ 11 �, o -__ `� - Provide as a livable, concrete brow ditches desi ned to_conv® 100-- ear storm flows -
, 4 v� �,�, , � c -- ,G PP g y y 3. The Discharger is responsible for the implementation and maintenance of ail erosion and
i"x lr- or provide graded berms, along the top of all graded slopes over 3' in vertical height or g p
'k N' I " �.._b � sediment control work,and shall insure that work Is In accordance with this approved plan. If sail
that are adjacent to graded areas to direct surface runoff awa from the tv of slo es.
1 g y p p disturbance meets or exceeds one acre,a Waste Discharge Identification Number(WDID)issued
nor I«� :K. a,
j p by the State Water Resources Control Board(SWRCB)shall be provided to the City. In addition,
7RSR err c � g A 5. All grading shall be done under the supervision of a Registered Civil Engineer, Soil
� ff 1-1 ,4,v..- �A��' �� , 1 �� all erosion and sediment controls outlined in the site's StvrTnwater Pollution Prevention Plan
�/ Engineer, or Engineering Geologist who shall certify that all fills have been properly (SWPPP)shall also be implemented or as directed by the city's NPDES inspector.
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" '^oa M-�44, - "°�' P� .4N "' � �' placed and who shall submit a final compaction report for all fills over V deep.
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B (AN ` ,,., r h.. �, ,� 7C15T� 4. The Discharger shall be av>xllable with equipment and workers for emergency work at all times
��`� MON ` .h 4,1,0+ rv; �f 999.73 T.C. 6. A Registered Civil Engineer shall sabmit to the City of Temecula's Public Works during the rainy season. Necessary materials shall be stockpiled at convenient locations on site
� ' o� illy 0 0 v ' , " . -:I,1; , - .
.r C ��� �, �-, �, . n , �E,, of T••,. -�- Department a written certification of completion of rough radin rn accordance with the to facilitate rapid construction and maintenance of temporary erosion and sedimeltit controls.
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•a�Ge , �t', PEr _ w__-_ _. .�1p,.`}�l /'�/� /►� '� app coed radin Ian riot to issuance of the buildin ermit. -Certification shall be to Tem ora erosion and sediment controls shall consist of, but not be limited to, constructing
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I _- -.__�_ line, grade, elevation and location of cut/till slopes. 9 'y p
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acilities and taking measures necessa to prevent, reduce, control, and abate damage due to
t sediment transport/deposition to blic and
N� ��� �`� `e. � � s` E` �,., ,,,,, rpt `r7water, mud, and debris resulting from erosion and sedimpublic
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r• - '� " T. private property from construction activities of this projt;ct.
\ Tia' ��," ,�� 4�`\ ` U " E �' 1' ,4 ,� �` """� t" _` "�"` - --- -y -- - \ 1 �•--- -_ ..W 7."_,Final compaction report-will be required for all fills greater than one foot. -
��,. �, tE �` Cir C,� t; ;a;#.., `` j... _ ,wry
/ -y ,ARr �oP ��y 5. Clearing s�all be limited to areas that will receive immediate grading. A combination of erosion
,•,� -,,> s E; . �� _•_�- `._ ___ %mmw -r k 8. All grading shall be done in conforrrnance with recommektdiltidne cif lite preliminary soils
`� ati� and sediment controls shall be implemented in grecs that have been cleared. These measures
investigation by GEOCON I NC�,LL _, dated 6/18 . Two sets of the may Include; but shall not be limited to: seeding, mulching, blankets, mats, desilting basins,
4 0., Si ,, I. tl 1 final com action rp )art shall be submitted to the Public Works Department which shall fiber rolls,filter cloth
�, .�114A, ,q, ?:� , ;;;:.:. •, _ _. p P K graded berms, sand and/or gravel bags, , silt fences,check dams,chevrons,
a F.._,_�,�r �_ �a include foundation desi n recommendations and certification that grading has been
_ 4Z_'� o�-``�ll�,��\``o ': I-.-, r k4 :�. 1 � _._ •9,9g dans in conformance with the recommendations of the preliminary soils report.. _ Initsage inlet protection, etc. Care shall be exercised to preserve vegetation beyond the grading
. vin ' , I A _ _ _._.,,_aD IRRIGA TION VAL VE-�
r,r, 9. The contractor shall notify the Public Works Department at least 48 hours in advance 6. All erosion and sediment controls shall be implemented and maintained (i.e. inspected, restored,
v ;_ w W -r re uestin ltnish lot rade and drains a inspection. This inspection must be approved . repaired, or modified) on a continual basis throughout the site during construction activities to
` GFy`� 1 _c5 ,; ; . ATER SI(JB A Q g 9 g protect downgrade perimeters, adjacent properties, environmentally sensitive,
areas,
F Sr` Fes ;, - . prior to building permit ckearance for each lot. Pr g
11110111101101111111111111111100 �1.• gutters, st , drainage,inlets, and other private public st , wate
C, c atercourses curbs teats a e i s pr an p arm r
vl= ir� It rnS . . - •-..
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I �' _ �IUI`�'1Ay� Ta pR.oposl�l� a► r��ray ` ;s, �1 G. I .B.A/�. Public World De artment Phone: �9t19 694-6411 conveyance systems.
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p r ~ �A�.(,. X17 N11'I 9�g g1 T .,1 7. All removable erosion controls, such as blankets and mats, shown on this plan, and outlined In
. e* C RS 10 I9 �gd•36 p*1 -1 P` 10. Cut and fill slopes shall be protected with a combination of erosion and .sediment �e SWPPP If a livable , shall be In lace at the end of each working da throughout the rain
1y402 r N 58'3q'18"E 121:70' A,G, �, O
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.,�, • ' r /F `� a6G'L� �� _ - 0 pA 5"�' I'W "Ift,A ,-:icontrols to protect the slope from erosion and instability during the,-grading phase. season. Similar control devices shall be implemented during the dry season, as applicable, to
,. 11 __ y \ - 9 30 mitigate dust from win
w„nr,.mn�!m _._._" .__._. ,_.. .. m „. A� ff M�-fsI
_..._ .._ !+' +Iw 3 I_ ��~ _ Nd e, on
i 1 -. - 1, _!-. �-fi~ .� v, - iF* 11. host-grading actl�ities shall include, but fit t be limited to, �initalting, where soplicable . .
'ALEX PANL.I.I f 5. ..
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• 95AGIFZY ,�.,�--�". _.._..._kj G�Wy 1 e d. 1 addition, n-
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��^�_�--•--W �,_ � � During the non-rainy, sediment controls,such as curb and,.gutter chevrons,drainage inlet
� � roundcover, trees shrubs, or a combination thereof in accordance with City codes
` � y P'� prior to the approval of final inspection. Slopes over 4' in vertical height shall have protection, sediment trackingcontrols, etc., shall be m I tnente n ad n an na
1 ; - _ / / . „�_ -- ' --•---• , � - " - stormwater associated with construction-related activities must be prevented from
. 0 N .N-" �I C i ~' � 210 .= �_,�,__ ,� r 1 .0- permanent irrigation systems with backflow prevention devices per the U.P.C. discharges'
�`AX, (6\11) 374 210SO _:�� _ .
\ \ I G7 cleaning shall reaching tbecperformeld by dry methods only (ters, and all other IJe�est eetvsweepingeyance )s1elf street washing utine is
\ \ \ �3, 10 _11)y, Hip' � G• \ '� n O 9_2 12. Fill material shall not be placed orf existing ground until the ground hhsr been deared of .
required, appropriate Best Management Practices (BMPs) shall be installed to directly address
\ �� 75 7,G weeds, debris, topsoil, and other deleterious material. If steep sloping in terrain occurs o y y p
\ \ \ 'Dot b P P g the wa�shwater, r as directed b the cit 's NPDES ins ector.
\ \ \ \ x 39 <; \ -�� upon which fill is to be placed, the terrain must be cleared, keyed,and benched into firm -
..� 6'HIGH VIrALL
__- .- ... . .---....__......_..NNNM� ____.._.__._. y
! EiRW E C1 -AD o' , ", .
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_. - . -- \.--____ '' g PP P 9 9 9 Engineering 9NI consWctlon entrances shag be stabilized (Le. gravel,. shaker plates, etc.) year-round to
/ , natural soil for full support. A Registered Civil Engineer', Soil Engineer, or En ineerin
\ x \ -7p - . • - .. . •
♦ Geologist shall approve placement of fill. event mud,sediment,and dust from being tracked out of the site by vehicular traffic.
U-13011,- - \ \ t •'I 0.,c�,p �IhI� ,� !t. (�pD� ,M 13. Temporary drainage shall be provided until permanent drainagNpingl
res�are'�iistalled. 10. All silt and debris shall be removed from check dams,silt fences, desilting basins,curbs,gutters,
TEMl L;�4.� f;A , ,5°I . \ 0-- streets brow ditches terrace drains, and other private
\ •- -- I � ,,.«�* ll Protective measures shall be implemented to protect a j and downstream p ate and public stormwater conveyance
\ \ � - -f ?- _ 0 i �k properties from silt deposition and 'ponding water during i ' operations. systems prior to and after each rainstorm. Drainage inlets shall be protected to prevent sediment
\ ` \ 4 r+ I ;� �,� \ �,P . /C,�*, . I . and debris from entering downstream stormwater conveyance systems.
\ T- Irl • - �. 00. F � � F 14. Dust shall be controlled by methods approved b e City Engineer. 11. The Discharger shall conduct operations in such a manner that stormwater runoff will be
. \ \ \ I -P ' . . op
\ I \ _contained on site through desilting basins,earth berms,etc.,or filtered through a series of BMPs,
- - \ \ \ \ 1.002. •)1 1 `.- X9.51 r.0 15.. Stability calculations with a factor-of-sa of at least one and five-tenths 0.5) shall be - such as sand/gravel bas slit fence,fiber rolls,filter cloth.etc.,to the stormdrair,system.
\ 1 2;t 21 GTE BOX \ g bagb, y
\ \ \ \ \ -.', 1 9!-,9.05` submitted to the Public Works Qe artment by a Registered Civil Engineer, Soil1.
--- -- - --� - �- - \ \ \ \ > r ` \ -__ Engineer, or Engineering Ge for cut and fill slopes over 30' in vertical height. .12. Discharger shall be responsible and shall take necessary precautions to prevent public
... , ..,._. ,._.-.._..__._,-...�._.,•,.---.-_..._ Disc h
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rrr fi� F4a ;. u1�w� rN \ \ \ \ \
WATER MFTF.i7 _` ---�___, ��_� �- trespass onto areas where Impounded water, due to erosion and sediment control devices,
16. -A- Registered Civil Engi r or icensed Land Surveyor shall submit certification of creates a hazardous condition. Conformance with the requirements of this plan shall in no way
! '5 �" 1"' GRl.�1�Z ILII V� \ \ \ \ n, \ / building pad elevativ Where specific elevations are required, the elevation (with relieve the Discharger tram his responslbiirtips to this elle and protecting adjacent properties.
ISM 0 61 LA ..(".,fit _11'" \ \ \ _ d 1 obi'., .
' \ f ;
� ,,, �. ��� '� �� respect to mean,.•s� level) shall be given. If an elevation with respect tv'adjacent
l0� ...a�0 - .:414' `V01 `4 'Vxx. \ \ \ ��FF 1002.37 ' -
\ � � i ��-- ��----� ground surface"!is required, the actual distance above the adjacent ground'shall be '13. Temporary or permanent desisting basins are to be constructed, If applicable, prior to grading
' \ \ \ \ \ 0 -_ ` A 1 i r�� givei31____' •operations and shall have a means for dewatering to prevent overfilling between storm events.,
\ \ \ . cl o \ , � WATER STUB •
\ \ \\ \\\ %M c� / . 17. EROSION AND SEDIMENT CONTROL; The permittee shall abide by all of the 14. Stormwater runoff from graded areas shall not be carried over f�raded slopes. Temporary erosion
\ \ \ A Z - and sediment controls ate required on all manufactured slopes until 70/, vegetative cover has
\ \ \ n - � � requirements outlined in the City of Temecula Erosion and Sediment Control standard
""�"'""""" \ \ `" 2�• / adherence the State NPDES been established or as determined by the city's NPDES inspector. 5lvpes must have erosion and
_ _,_._.._.... . _. _.� ....,. _.._....w.._.,__....�..,.___.__.._..�� 11y _� n notes throughout the duration of the project, including adhere c to �,
\ \ \ cis , `� \ sediment controls in place prior to October 1. Slopes constructed after October 1st shall have
OF TF,AC r'_. 00, I�f.73- � \ \ �\ y )�h-i' �J � Permit for Construction Activities, if applicable, eroslon and sediment controls as the construction of slope progresses. All graded slopes 3' or
1..4"T SII \ p�
. . \ \ • \ 4, y / 1 , more in height shall Include, but not be limited to, seeding, mulching, soil stabilizers,soil binders,
-ARP A , 6160- 162 too - 6 \ % 1002,,1 7,; IH10111111f / I 18. Existing drainage courses shall continue to function during the rainy season. No vegetation,,or have erosion control blankets, such as strew, coconut, straw/coconut composite,
\\ \ \ \\ �` �: � •�`V obstruction of flood plains or natural water Courses shall be permitted. polypropylene mats, or other acceptable materials installed. Jute netting shall not be used as a
\ \ - % oo 0 ..01 `' stand-alone erosion control. In addition, sediment controls shall be placed at the toe of the slope
\ \ \ :�_ i E �1 D02• 7' O2x 14 I kk 19. All property.corners shall be clearly delineated in'the field prior to commencement of and in increments of 10 feet measured vertically on the face of slope for grades of 3:1 ,and
\ \\ \ \� �` any construction/grading. ' greater:
1
\ \\ \ \�, a . K 41 within public 15. Paved streets, skfewalkd, and other'Improvements ahali be maintained free of loose soil,
\ \ \ \ \ �, ` 20. The perms must obtain an encroachment permit prior to any work thin a pu c - all FNGIMPPIVAS *14AME & ADD lFr-ct-q permittee n construction related materials, debris, and waste at three Material storage and waste
_-._..__ ...._.... ._......--•___. _...._._ ---...•---.,-..----_,.-..-,...l-,-.-...;-.-.-.-,...._.___�_ _. right-of-way.
\ \ \ �'� �`�rA handling areas shall be established. Appropriate secondary containment shall be implemented
A N N I � _ N = \ \ \ \\ 9 _ Gj for materials having a potential for spills or leaks. Concrete wash-out pits shall be constructed, If
. . \ \ \ 02,66) = � ' _� 21. Approval of these plans by the City or its agents does not relieve the applicant and his applicable, and shall be located away from stri3ets and sidewalk tight-of-Ways.
CIVILISTRUCTURAL CC11OMTAMS \ \ \ k r � 'engineer from the responsibility for the correction of errors or omissions discovered .
�7 54a�' eP41"ilElll�.P Fk 1 ftFt_ 0r�1 M L 1l scilk., 0-ra• tiff \ \ �'• during construction. Upon request, the appropriate Ian revisions shall be promptly g cy'accesses shall be maintained at• all times (including access to neighboring
\ O ay g p q p p P P Y 16. Einer en
. TlIE=_"F C L.li'e_,rMh.r, -C A e� e \ \ \ �' b I1 / submitted to the City Engineer for review and approval. . properties). - •
TEL. (*", )296--1"r,;,._-FAX (W9) .k"-leu, \ \ \ %) V . , • • .
\ \ \ 1,Q Z x k,J 22. The issuance of this permit by the City of Temecula does not imply or provide any 17. • No obstruction'or disturbance, other than filtering BMPs, shall occur to any existing public, or
T1 S \ \ \ \ -� �s ,�• I / ! p1 clearances from state or federal agencies regulating the provisions of state or federal private, . stormwater conveyance system during the rainy season, unless adequate
ESMt�' ��� \ \ \ ��r?� PH
endangered species acts or water quality regulations. The Contractor/Owner/Developer emparary/perm inage fa shave been approved and installed to carry surface water
anent dra cilltle-._•-•"_..•_ --_-- ._.__._"_•'__-.._'"` __ ___-_�___�-�- \ \ \ .. I t = n N, Al � � a is responsible for obtaining the appropriate clearances from these agencies prior to any •.to the nearest practical stormdrain or natural watercourse. ..
. \ \ q; �� / r� �' T Y BUJ C. `j� p or grading.\ \ 41, / � oil tl site disturbances g g• - - 1S. -Fill areas shall have erosion and sediment controls Implemented while beingbrought tipto rade
CUT* - G Y \ \\ \ \ �` / /��� M.B.229/1-14 • to eliminate, reduce, and control`erosion and the siltation of downstream facilities acid adjacent
. EGEND \ . areas during construction hases. These measures ma Include but are not limited to,
\ `. \ / / temporary dawndralns, either in the form of pipes or paved ditches with protected outfall areas;
. \ \ \ �.0) 10 \, I f "I / earth berms at the top of slopes to-address surface runoff; erosion control blankets; seeding or
"5i�` \ \ .`�� �,I .. \ , /IV
mulching; confined ponding areas to desilt runoff; temporary check dams and fiber rolls to filter
►FILL ', p g
" / runoff; sand/gravel bag protection around Inlets; and appropriate grading to direct drainage away
! LVOT LINE:................................:.................. \ _ e4�p �t/,
� / from the edge of the top of slopes shall be constructed ar�d maintained on those fill areas where
\ earthwork
t:)T�*C.. .,,. ,,_., ._N300 / operations are not i progress.
_ _ __ _ - EXISTING CONTOUR ............................... .r •--C- / o e n ro r
P I R T QUANTITIES SHOWN HEREON ARE FOR ' � 7�2 / , 19. . The Department of Public Works' approval of this plan does not relieve the Discharger from,
-CUT SLOPE.................. ..... �� -- \ � %C . - ' / .his/her responsibilities for the correction of errors and omissions discovered during construction.
PERMIT AND BONDING PURPOSES ONLY AND """' """""" \ _ ___� ` - Upon request,the required plan revisions shall be promptly submitted to the Department of Public
NOT FOR BIDDING'. F, �. * � __ /. ��_.{1002
, FILL-SLOPE .............................................. Zb % o'-\ � '` Works for approval. •
• \ (1 UU IX 98)�` � � - :i 20. The
CONTRACTOR TO VERIFY EXACT O U A N T I T I E s3 ,� \ \ \ Department of Public Works reserves the right to make changes or modifications to this plan
FOR CONTRACT AND PAYMENT. FLOW LIME ELEVATION ................. . .. �.:•-- 1-�..:-�-�-\ \ \ y� d - r as deemed necessary.
TOP OF PAVEMENT.. . - - \ \ \ \ ..C.. Mw,
lid
• -READ.-THIS' NOTICE ... \\ _ \N11 ��
FINISH FLOOR ELEVATION ..........:........... *r/` -- � -, \ ` i IL `
THE ISSUANCE OF THIS PERMIT BY THE CITY OR TEMECULA _ � _ 4
DOES NOT IMPLY -OR PROVIDE ANY CLEARANCES FROM .
STATE.OR FEDERAL WILDLIFE AGENCIES REGULATING THE FINISH GRADE ELEVATION ......_............... .�-_--- 4(fS. �'lr& , ; �. r_
PROVISIONS OF THE CALIFORNIA OR-NATIONAL ENDANGERED �I-� *4 '''"'
-
SPECIES ACTS. I - .
.
FINISH SURFACE ELEVATION................... - ���-
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YOU-AIDE IEpC�fV51Sl,E F(ylit:CIdT'All�llE ApPtOIaIATE . � . [� (/ n ^, T
CLFARANCES FROM THE S
ESE AGENCIES PRIOR TO ANY SITE HIGH POINT.............................. ................... _ NP \, '` V U R Ir E Y V R ' S / ► 0 /
1, pISTUPBANCE OR GRADING. - MIW�
(N-)' - __ _____
,- LOW POINT... : ................................. 0 � .-111 I P01111 110 Pop.1111111 11"' I I",111 . � ' . BENCHMARK:
1"It� r r(��h� � vlc Alii •• •., '' ; :- 1!'�' MINS T.B.M. BEING A 1" IRON PIPE, FLUSH,TAGGED R.C.E. 26457 WITH AN ASSUMED ELEVATION OF 1000.00
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P.C.C. DRIVEWAY......................,................ ° 1L FEET, LOCATED AT Ti IE RADIUS POINT OF A CUL-DE-SAC AT THE TERMINUS OF HUPA DRIVE (FORMERLY
,;� Fk ^ � I � s L.. " Na i. _ CAL AC DRIVE) AS SHOWN BY MAP ON FILE IN BOOK 229 OF MAPS, AT PAGES 1 THROUGH 14 THEREOF,
� TOLL. 04EE RiP i'iAP............................• _- �: nat strtil $,MG�� F1f�C0f{DS OF RIVI�RSiDE COUNTY, CALIFORNIA.
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4j „ TIGHTLINE.... ......:..............................:.... - --- -"M - -- �----- - -.-._..._...._.,.___._._ ..___._ � .M_. �._..__ ._.._W_....... Yo 5 AUS OK u BEARINGS AND DISTANCES SHOWN HF REON ARE RECORD DATA.AS SHOWN BY MAP ON FILE IN BOOK
IIIA . i 8 SCALE 1" = -1 O, afwl, A7 51 229 OF PARCEL MAPS AT PAGES 1 THROUGH 14 THEREOF, RECORDS OF RIVERSIDE COUNTY,
,f' 'i I _1 i. _-_--_ - NST D AS BOUNDARY SURVEY
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TWO WWF KIN L�AY3 SLI=(�Fi Y�►�1 I( TOP WAIL/BOTTOM WALL rt e�d �"c� I n g
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CONSTRUCTI[]N RECC]RD DATE BY REVISIONS DATE ACC'D BiWNC�; MARK SCALE SEALi Designed By Drp�wn By Checked By � Drawing No.
. �1\ RtCbMMENDED BY, DATE• CITY OF T •DEPARTMENT OF PUBLIC' WORKS
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Cvntractor_� ._,,.. ' Horizontal, �. � ' /
. _ Plans Prepared Under Supervision Of G Z O+ ill 4a� 1
' �ACC-tPtED BYi DATE, �4 C r t , I N+ 1 I►fi'�+I A f' 1 C 1.1' 11 1`' J
Inspector ;�; /�i�►`L p ON J. Is%\Ft 15; i__. 1' I R
Date► Imo, �L- N,
LIC
IpEPUT� L>IR[=CT Ft OF PUB SII'
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I .C.E. No, ,��. ., . Ex ties . . - . . I .C.F. No. - , - xpir ,�:. - .
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