HomeMy WebLinkAboutTract Map 21430-1 Lot 61 Precise Grading A CEJ, LOT 55
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL+ Designed By Drawn By Checked By , Drawing No.
RECOMMENDED BYi DATE+ 41sel4l CITY [IF T DEPARTMENT OF PUBLIC' WORKS
C0" `t°" fit?DA4H /AJTr.ARSGr�NV Horizontal Plans Prepared Under Supervision Of
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00 AAN0-W-CA(JF- ROAD
Inspector
._alVp' FRJl1'T 5rRr6r � �,.: ACCEPTED BY+ DATE+ •
LEWL DE
.• � , Date
D�PuTY_D/ cTaR OF rr�$uG r ocs 7RAC T 21450-1
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Sheet of S2 7 R.C.E. 11X44 014005915
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j CITY OF TEMECULA
1 EROSION CONTROL NOTES r . '.�r MIN.
_ . . . . . . . . _ . .... . . �� � ��� er�'�Rui�S • � ; � ; - -------.--- CITY OF TEhIECI7LA
1. Erosion control is required for radio operation during the rain season from October 15 - ` ' • AECOMNFAWV�
g g P g y to April 15. Approved plan is required for all rough grading. ENGINEERING DEPARTMENT_• r'
JLrisona rase - (Cupressue glabra) GRDU�JDCOVER
2. In case of emergency,can LYp
Of aJ UL f'�3"•Vi'L L A
Black Locust - (Robinia ps G&MOaeeia! THAT �� GRADING NOnS
GRASS rlt , � _ ._
(Responsible Person ) (Firm) � A LIST � �� j t � � •
� �„ S„ ' For Rough or Precise Grading Plan•
at 9�1678-5H11I -Carob -- (Caratoaia s i l igar). . �
(24-Hour Phone Number) I _
. nio is al�a�aardioirlisf V1�1 � �� � GtVEN ��� � � ��/�' `a - � ' PLEASE ADD CHECKED NOTES BELOW
Carrot Mood -• (cups p+t T .
�, Tx,�E To Fav AND _ . . x ill/N. • . , .. ,.
A�..E .
3. The design Civil Engineer will supervise erosion control work and insure that work is in .. 1 us lrMAatli) pow M054WTM 7 THE TS �; 1 � i * •, • I• 40 tetere "+nrt M tics i!!•CsrNl4er•nia Ileildi�Cede,Appendix Chapter 33.Der ar■e■dead by
Cotton Ifood (PQPv 111VY RAINS' •e , Ordinance ty-?,3.
KVCJaccordance with the approved plan (if required by the Department of Public Works), A RAT SYSTEM owup ,
. . _ Cr pe: •Myrtle - (Laverstroaia indica) UTUATMIS VHERE E OSIS CWTRI:g. + j ' ; : ! f oor/N8
4. Equipment and workers for emergency work shall be made available at all times during a D K , ; 2. Mhtr(aeum btsimbe�enol drainage swale slope shat be-I%. Drainage swales drat be a minimum of
the rainy season. Necessary materials shah be available on site and stockpiled at _ edrus daa�tara TOD �' TI1 THE RATES SHOWN ULOW ! 7 _ 0.2'deep and be constructed a minimum of 2' horn the top of cut or f1H slopes.
peodar Cedar (C ) D1 A ST . _ 1
convenient locations to facilitate rapid construction of temporary devices when rain is '
imminent. Zuca lyptus - (sues lyptw •p.) n x i i : . ; j . , i 1 X 117 ashouse to Herd 0 dols*w 2:1.
An F, .
1. Desert Gua (a. rudis)
5. Devices shall not be moved or modified without thea approval of the Department of Public . . • • • . • 'A Provide SO aide by It Leigh brrr�esr ogaivaloot ales!the top of an R&slspa over S'hili.
Works. PP 2. LAseon Scanted Gua (E. eitriodora)
3 . Red Iron Hark (Z. sideroxyloal E LDS/lO� FT• Ano SC�4LE
4. white Ironbark (E. 1 aucoxy 1 on) (V � 1 1/4 LBS/10M SOr FT-
A. A/grading slat be dent oder the ro'�^yd��a ersrrpetarrt sells erginerr who shag certi/y that all
6. All removable protective devices shown shall be in place at the end of each working day V/1000 = pTr fill has boas properly placed and who shat[submit a Real compaction report for Deg fill over I' deep.
when the five (5)day rain probability forecast exceeds forty (40) percent. Evergreen Ash - (Praxinus uhdai) cc ALTO tV MEADOW
L/4 LB/UM S0• F T.
GRASS i. A iste+yd Civl r shat submit to the i of T '
Y �1� �• reg rrgitseratrr• City Temecula's Engineering Department a written
7. After a rainstorm, all silt and debris shall be removed from check berms, silt fences, and Honer Locust -• (Gleditsia triac mtt;.hOs) L/D V/lODO �' _ ' certification of completion of rough grading in accordance with the approved grading plan prior to
desilting basins, etc. FT. ° I
' der - Ca loe:adrus dee�urrena) p 'LAL R'YEt�AsS 3/4 �/1� � � a issuance o1'tht building permit,. CertiAtatie■ sliraY include list,grade, elevation and iocatioe of cut/f[II
Incense Ce ( Z LBVIO 0 S0r FT. Pa-
8. Graded areas around the tract perimeter must drain away from the face of slope at the DAK••Y 1/3 LB/100p Spm F"T, s e
conclusion of each working dray. Oak - (Quercus s p. ) BxR 'T Tom. � Q-�� 3a�/H ! A//H 7• Pm*b a brow dittek,eietligtod to bnndh 100yr Q Storer flows,along the top of cut slopes.
1. slack (Q. ke l loggi) 1/Z L)/IflOD Sfl. F"T`.
9. The Developer shall be responsible and shall take necessary precautions to prevent 2. Ho 11 y (0. i 1 ex) I42 VLAIM 1/E Li/low FT, • • • ► SWALL L hhsal crop i filler,off*411111be required for ag fills g,ater than 1'.
public trespass onto areas where impounded water creates a hazardous condition. 3 . Live (Q. agr i f o 1 i a) LANA VETELT'H NMS WAR"
V�TM� ,f,0 �V*�
1O1 ive - l Ol ea europaea)
0. Desilting basins are to be constructed as grading of individual grading areas ars
a 0. AN trading shall be dorso � cotehnoss"with ommondations of the preliminary seils investigation
by W " (gated AM.L,�-, wo sets of the Real compaction report shah be subrrritted
complete per rough grading plan, p "ECT"'II'�i MAY S ti the Cngineeer•i■ rt■sent whieth Thad include f000datio■ design recon meadatans acrd
Pepper - (Schinus Dep. ) - �n S THAT P"VtK SUPE ' A,1 C A/LL
11. The Department of Public Works h right to make changes or modifications1. Hra=i liars (S. tarebinthitol ius) � LIS�n. ,MaW MV SUBSTITUTES MAY certification that grading has hooter done in conformance with the recommendations of the preliminary
p ub rc o s reserves the g c ng s to Irc
this plan as deemed necessary. 2. California (S. oro i le 1 F E TRCH. SpECIALtS'f. o r t�M• F/N/SN FLOOR C�"�` soils report.
pBTATI� PlrR ISL Aly
P i n a - (Pinus op. ) T WAS ARIMARILY SEL ECTE� *ECAUSE • e e• � 16.7w eanht»*A tenth►tlrs EsBhseerrirg Department at least 24 boors in advance Iequertiesg finish
12. Information on this plan is for erosion control only. All other information is subject to 1. Aleppo (P. ha l epensis) T Db LIST S • ' t 00 1� lot grade and drainage inspection. This inspection must be approved prior to building permit final
change.
2. Coulter (P. coulteri) T RESISTANCE. FIRE RESISTANCErJ� /1� •• time _ Inspection for each lot.
TSE f1,,,I�NTS t'D!!'IV Ind MADIT. . .. ,,.,.. (11 1:• P
ENSTANT M Ntft T14AT GR"D Ct1V
13. Temporary erosion protection is required for manufactured slopes prior to permanent - (Po u1us alba) AAVAILANITMO � t 1�� ��►
l_■ nsetri Dei arttnewt lhone. (,9")6tM-6411pop1Der, Whit*
planting. OF MQSTE AND SCD MAINTENNCE 0
W= A cawmw '
Silktree - (Albisin Julibrissin) ll•Cut'sk""oil is 4w V*O*r than S' in vertical height Der■d AM slopes equal to or greater than S' in
14. Areas shall be maintained in such a state that fire access shall be maintained at all times 14AIWAIN VIOMMS VMS• vertical t �eiar be rated with or rad cover tern act the fFom. erosion arid,
i �h !roe p s
(including access to neighboring properties). E3ycaarore - (P l&tams s p:) '' r instabiii is with C Dew (resieie■tiarl) or Section 17.08
• 1. C a 1 i f o rn i a (P. racatelo sa) • RATE h' h'Y eiopmsret Code 8octio■ 17.06
xi tin storm r inlets aeerilol is HOUSE FIM Q�� (commearcial/L■dustrial)prior to the apprAval oftbs inspeeaio■.
15. No obstruction or disturbance of natural drainage courses ores g s o d ain I ets 2. London P1ane Trees (P ) TO
shall occur during the raining season, unless adequate temporary/permanent drainage MA ►� ORQJGHT RESISTANCE t RE RESISTA "'
facilities have been approved and installed to car surface water to the nearest tactical white, Alder de r - (711 nus rhotrebi f a 1 is FINISHED
12.No All shaS be plastied as etrbtiag ground rrntH fire grbnnd has,biesn claimed oaf woedr,debris,tspssil and
GRADE other i t material.
PP carry P Wh Ia�
street, storm drain of natural water course. . 1 FAIR-ADD YES - • e de tie erioMs rteritrl .
WAN � ' PER U. B.C. SECTION 29 NO SCALE
EXCELLENT ::
. . �SEMARY t' GWD YES 11 K ' sliie�llsrltr+w k sawn � wbkh tilt Is tr be pl ecoC ties Wwain now be tie o reed, bawl used
16. The Developer shall conduct his operations in•such a manner that storm runoff will be PRoll TZ JOl1IPnx � (imipotl Mp"i4/)
TPA GA 'IA 14#�t4'' --VERY GC�o benched late ehner utrnl sail for full support. Preparation sial be approved by a Registered Engineer
contained within the project or channeled into the storm r tAWi"iyst6M v�kii rservet-the GM pry, of M��1,
to pisconrret
runoff area. Storm runoff from one area shall not be allowed to divert to another runoff r BOARD ` lg' 15r FART-•GMD
area. '..,,.._"':.2ALT110911 (Alriplex7 spoeia)_ -�. . tA1LD 3i LANTANA - 1Sr�•84' ENT YES • .
EXCEL 14.Ortrltrg MIIIrrg I prMel(itK eperatlosee and prior is ere►eett�tretlre of permanent drainage,e, wr oeturvell
temporary drainage control should be provided to prevent poodlog water and damage to adjacent '
DVARF CiIYDTE IRU3H R' VERY GMM YES
17. Conformance with the requirements of this plan shall in ho way relieve the Developer .. � proPaw�•
from his responsibilities to this site and adjacent properties. Temporary erosion control BOS3 Marr" divarieats) YES r
Po j P P p ry LIMA 1J' PAIR '
shall consist of, but not be limited to, constructing such facilities and taking such h1All= YSLiE:KLE g•� YES 1S.Dust shat be candr+ored by weterfug or tether appsso ed methods
measures as are necessary to prevent, control and abate water, mud and erosion _ _ _ _ GMM
damage to public and private property as a result of the construction of this project. -~.•... �TrLZ 11ROSS r(Cil list!l iD1'f laAet *latus) 4t �R�kInuss) _'
:� GWO YES MAN e=istlog dmisap es erser on the project We tract eoodeve to fewdoe, sepocialy during storm
DWARF PEntwitou 1 � No OIIA U AQ t'►i110M1 PLOW IeiANr1EO cosrditio■c Protective measures and temporary drainage provisions must be used to protect adjoining
18. Slopes constructed prior to October 1 shall be treated for erosion control prior to October g5-D OF LOCAL DEPRESSION AND ON tOP OF CURB properties during grading operations.
15. Slopes constructed after October 1 shall be treated for erosion control as the n0PSMW BOSH - (Dodonae vise*")
construction of slope progresses in increments of 25 feet or less measured vertically. a111I11 17.Stabgity askukdo" with a of suety of at loam sere acrd Ave tatsthe (1."� shalt be srbmkted by
19. Fill areas while being brought up to grade and during periods of completion prior to final PAxPUS GRASS - (Cortaderia so 1 loans) Soils Engineer to the Engineering Deportment for cut and fill slopes over 30' is vertical height.
CU�Tr1I FAU D�MEC1r<!M D�O� OF I'LOw Where -specific
grade, shall be protected by various measures to eliminate erosion and the siltation of 1s1.A Registered Civil Engiwser elms" submit certification of boiiddi■g pad elevations.
CU" FAKE
downstream facilities and adjacent areas. These measures may include, but shall not be elevation: arra required, the eeleevatio■ (with respect to mean sea level) shaft be gives. If�n elevation
limited to: temporary downdrains, either in the form of pipes or paved ditches with pyRAC,gN"a, (Pira Thorn) -• (Pyraetrantha spaCies) rm � �� __ ..� with r+espoct to adjacent g+oo■d srriarce is required,the actuael distance above the adjacent ground shall
protected outfall areas; graded berms around areas to eliminate erosion of fill slopes by1 1 11 L •-- -- �,: with
gives■•
surface runoff; confined ponding areas to desilt runoff; temporary check dams in toe of CAAVELIM SSAIE f OF LOCAL
EDGE OF L(K'.Al�./ "�`�SL
slope ditches to desilt runoff; protection such as sand bags around inlets which have not DEPRESSION 13.EROSION CONTROL: AN dad s shat be atwl with Reese Ictr Plant at 12" on cerrten or
ACACIA - (Acacia spseeies) pa
been brought up to grade; and earth berms and appropriate grading to direct drainage 1. PROSTRATE - (A. Redolens) , .
S addition round cover, hall be
another approved ground cover. Slops over 1 in vertical height,in a dit o o g ,s
sway from the edge of the top of slopes shall be constructed and maintained on those fill SWAL.E I MAC 1001 CRAVOKC GM w anted with approved trees,shrubs,or combination tbereo� Scrubs shay be planted at 10' on centers;
areas where earthwork operations are not in progress. FRRONNI OF CAIM MSIN OPENINC PI ppro'
trees, 20' on center, combinations, 13' on centers. Slopes over 4' in vertical height shall have
20. To of cut brow ditches, where required on the Ian, shall be constructed S ILV'ER,SERRY (Z laeagnus pungeps) . . Vvitmanent irrigation systems with backflow prevention devices per U.P.C.,Chapter r O.r.
P q p prior to _ . . . ., - . . - ... .. . .
exceeding twelve (12)feet of cut measured vertically. SAlFS CATCH BAM 0RA�d �T�
• � t1�Cp iM1�lt dMe � ama� rl N.
CUT, AtrD t1111lNIO Nl>trR CONSTINl1CTbN) . - 20.Finish grads shah be sloped away hone al exterior wale at not Ims than 114"per foot for a minimum 3'. '
.-. 8UW CATCH BASIN
.,
21. Clearing and grubbing should be limited to areas that will receive immediate gradiriy. "' ' " "'" • .„ , . _ � :t�AVBL,.BAQ ByyALB • '"�"� N.T.S. t o obstruction et flood loins or natural watertorrrsees shay be permitted.
Ob Win WWGW 2 .N P
Erosion control measures will be required to protect areas which have been cleared and . • N.T.S. SPACING U�' ROWS �R GF�AVELBAGS:
grubbed prior to grading operation, and which are subject to runoff during the period of "�"`" ��'� � - �-; '
the rainy season. These measures may include but shall not be limited to: graded �_ SLOPE STREET PAVED STREET UNPAVED STREET 22.Ar property coasters shat be clearly deeNnested is the fieeld prior to commencement of any
��� a constrvctiun/gradingr
ditches; brush barriers and silt fences. Care shall be exercised to preserve vegetation - .�-��r � n ►0 IOx S0' 35' - 3 COURSES 18' NIGH
beyond limits of grading. _
. w _ - . .-. '_. ` •� . � AS 10 ex 75, 1� IMdI �• 23.Approval of these plant by the City or les agents does rot relieve the applkant and his engi■eeer eMrer■
22. The Department vt Public Works' approval of lens does not relieve the Developer front ----- __�_.__ •_ �'' t �'ai - iS TO 6S 100' 75' 1' NIGH
P P the responsibility for the correction of errors or omissions discovered during construction. [.Iporr
responsibility for the correction of error and omission discovered during construction. -- - •-�• -- LESS �1NAN 41 100' 100' request, the appropriate pins revisions shag be promptly submitted to the City Engineer for review and
Upon request, the required plan revisions shalt be promptly submitted to the Department � ����-�-� -
of Public Works for approval. ' a '
�.�. approval.
56 IN WOVALS 1/2
/oalt'•dwaD�l1' jA rr n opE
23. A I graded slope areas 5`or more in height shall be hydroseeded unless sufficient naturil fir/ Q S INTERVALS R
vegetation has been established as determined by the City of Temecula Inspector. - - -��"_. '- ,
14 PRvra+ er/M ro #Ar. t Neave
_. _ __ . . . . �.. R. W. J
JL1 TE AltTTI A)eq OU
4. , .
NAT. SL DPE ��r w!-AWWAL PRA/wAer cine FACE .� Trp.
St.a�s oVSR I p `e. - -
G wood-
WOW /Y ,tARD LAW °rREc nON ,,D/TCN pL� OF FLOW •� STREET
rElac�rr� �►EOUCAPR f4 - �► Roc�rl K dtAMBAC MG ARQll1�D Ste'
ION CATCH BASIN PER DETAIL BELOW45" '�.,;'{','. ' , , •!� *�►"�•
d
P.Jr. C� FACS `.:� t l NA�'''�"' ,
N.A C.B. •� '`,
A•/ cur
.. .,.. /� #e a�ENCN 1/1 lyi�r .J
_ t. cow POiA/T
INTERVALS PER
roop RLOPE ""` P p POWN POL 2 �..
_ CRAVEI(TAG SPACING �'' • '�' • '
Re f,Under�round Service Alert !l=-•• . . * • • JI ER CAVAT�"aC� �► ;::.
Rist Wsor OP wAr TABLE ABOW
/y Coll. TOLL FREE TVICAL GRMCUTAGOING AROUND Sump �1 • WSW USL E Cot LVVIUM - _
71�?s 1 -�-800 T.W. roO of WA L
cATal BASIN PER o�TAll I3ElOW
/ AAAI. �.,,•�;,• .�..-
2.S MIN. -- P of FoOrMs -
2 27 2 6 00 T.F. TD CRAWL BAGS k
T CLEM TOP WS ONLY N/t
'.S MAX. Ywo a►rs TOP Df CURB r IIK21 /3 AI/N
resa YOU as _ -
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PIAIISNEo SuRFAct ZDO/_6 21G 8E •A-AN SECTION 9B-B" �-
F.S. ..
�:aF. p-1#1SNED FL OOR N.T.S. N.T.S.
RADE RREAJ� .C ft*1..BAQ PLACEMENT' . _TAS.. ryp, ....& vE R NAT� L Dpr rp, BRow o1rcH
� TIC a�1�30 L4fi �o� •
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R A NO $CAL f"
N.T.
CONSTRUCTION RECORD DATE BY REVISIONS DATE AMD BENCH MARK SEAL, Designed By Drawn By Checked By Drawl No.
SCALE . A.` RECOMMENDED BY, DATE, 9P CITY [IF TEMECULA DEPARTMENT OF PUBLIC' WORKS �
Contractor � "s Horizon a( ..t P re eared Under Supervision Of
,. P P FSA D,IV G o�E�s
Inspector ACCEPTED BY, DATE, -��., - 1D/RL pA J' FD A0A �� -- - 1417-4)",
bit Grpk41 Vertical �`w• Y :` /I�f�GiD J. PARK$ "' ..; JV
L.10 # PACPEL VILLA
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