HomeMy WebLinkAboutLot 1-13 Precise Grading IDPECISE GRADING PLAN FOP
PRECISE GIZA M LEGEND _ PjRRD/NG /MOTES
T. C. . . . . . . . . . . . . . . . . . IOP GIF CURB TPA C T NO * P5 1. ALL WDIAG SHALL CONFORM TO THE UfIFORR BUILDING CODE, CRAFTER 70, AS
.L. . . . . . . . . . . . . . . . . . FLOW LIME - AMENDED BY ORDINANCE 457.
. . HIGH POINT I. NINIMU14BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE lA IF CUT OR FILL
S.B. . . . . . . . . . . . . . . . . . BAADE BREAK - /� /�E C UZ A CAL .IFOPN-TA H IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10' . DRAINAGE SHALES
O/M . . . . . . . . . . . . . . . . . Q9I vEWA r _O. C. . . . . . . . . . . . . . . . . . DISTANCE ON CIMSHABE A MINIMUM OF 0.3' DEEP ANO BE CONSTRUCTED A MINIMUM OF 2' FROM
- TE" THE TOP OF CUT OR FILL SLOPES.
F_F. . . . . . . . . . . . . . . . . . FINISHl�O fLaIOFT !. MAXIMUM CUT AND FILL SLOPES - 2:1.
BCOG.
S.f. . . . . . . . . . . . . . . . . . "RAGE FLOOR AT LIP 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT AtONG THE TDP OF ALL FILL
PAD . . . . . . . . . . . . . . . . . PAD ELEVATION SLOPES OVER 5' HIGH.
. . . . . TRACT BOUNDARY E. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
i� ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO
. . . . . . . DAYLIGHT LIME SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
i. A REGISTERED CLYIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
-� . . . . . . . IS MIN. EARTH SWALE �i� •0 DEPARTMENT OF PUBLIC WORKS, WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
3 / GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO THE ISSUANCE
--'�� . . . . . . . COWC'AETE SWAL E aw A90N DrMH 3 �/' �(
OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE GRADE ELEVATION
0ND� O ,/ �\ ALOCATION OF CUT/FILL SLOPES.
. . . . . . . RETAINING MALL �"R��+T- Z �'� y► V. CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL NEI6HT AND FILL SLOPES
N'("'j Q ,i \ \� EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS
M TT . . _ . . . . 2.• J aaciF (UNLESS .SHl7MN OrtowISEI �+X1$TI �0P'. % \\ ` � OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
G b t\4\ ACCORDANCE.WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
3 R X C . . . . . . . BUILDIMS PLAN TYPE f �'�� -j ' \� •. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24
_ NDURS IN ADVANCE OF REQUESTING FINISH LOT GRADE AND- DRAINAGE INSPECTION.
--- BUILDING ELEVATI0IN ,/1 1 " � ROR► P,glJG1„F ,r �� Z THIS INSPECTION MUST BE APPROVED PRIOR TO FINAL BUILDING PERMIT INSPECTION
3-CAR GARAGE (IF APDLICABICEI �_i I _ _ FOR EACH LOT. PHONE (909) 694-6411.
REVERSE PLAN (IF APPLICABLE/ !. 110 FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
PLAN TYPE (DAVIDSON PRODUCT) 1 _ ' CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELEUTERIOUS MATERIALS.
10. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE PRELIMINARY SOILS
O . . . . . . . . . . . . . SEVt/ER LATERAL ` INVESTIGATION PREPARED BY GEOCON INC. DATED NOVEMBER 25, 1987. TWO SETS
`1 OF FINAL COMPACTION REPORTS SHALL BE SUBMITTED TO THE DEPARTMENT OF PUBLIC
►004' FIRE F-fYpRA NT
❑ . . _ . . .. WATER I•_�±E?-�R 1 _ -� WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
. . . . U11 d' Z CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE
� . . . . . . . . . . . . ..
INDICATES CURS A G[ITTLR FZEhfiOVED � E {1 Ca> „�
RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
11. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED ME 11400 .
i7 REPLACED ZII I 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT T T
SITE MUS CONTIIIVE TO
• . . . . _. . . . . . . . . . EXIST. 1*AV A.R. ASSY. X11 '� W FUNCTION, ESPECIALLY DURING GRADING OPERATIONS.
11 �1 1 13. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
` O1 ��; _>; CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE
4 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEAL LEVEL) SHALL BE GIVEN.
Z
t0 ^ , - IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE
ti 01 ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
B 1` �,� 2
14. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
Fool1 1 �� f r AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN
• VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH
`r 0 �-74 APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED
_1> AT 10 ON CENTERS; TREES 20 ON CENTERS; COMBINATIONS 15 ON CENTERS.
2% 2% �� l ;C s-- n SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
, , IEr.► -- -- vee 3� ,. OP�1�1 -� WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R.
cs ?� t 8 8 6 SPACE I3 FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT•LESS 'MAN
••--- �-� ` ✓ '�' 1/4- PER FOOT FOR A MINIMUM OF 3 FEET.
% ,,,�, 1 10'�r+l.ws* tlir S _ 'j" r'/ Z 16. '1 OBSTRUCTION OF FLOOD PLAINS OR NATURAL MATER COURSES SHALL BE
IlkPERMITTED."
�� R ,,,,,�;"� ��� „�„i,,.r►, I7. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
IS. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS ODES NOT RELIEVE THE
'*O�o N APPLICANT AND HIS ENGINEER FROM RESPONSIBILITY FOR THE CORRECTION OF
~ ��' EX/5T/NG TRACT Ng 388.3 � ' ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
$ 3' R� A A C C APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
JW
ENGINEER FOR REVIEW AND APPROVAL.
IX -- - -- o
_ J r
AVEX AfAP
SCALE: J " 150 '
SE�T10N A-A
VICINI T Y MAP '� EI1wEERS N07725
Curb CONTRACTOR AGREES THAT HE SHAH ASMSOLE AND CMM ITT FM JIMNOT TO SCALE SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
�OWm 'n "t SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
NOTES: i S CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,,AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
I- Swale* ft �' est bM * t * E'K'E e.n.�+le��wt• tp't�I1N. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
2. A pwmA *Gkmp snots, • e0ch bomb wd pi", K stt>t sbudlee I eivoys demes w mer skm a SIE s�dn 21 Olin. PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
stoop , fl-piocs, or oats+ of the bwildNep extenes vd*b 1M mis esteb�lteNsd dettnooe setbacks 8ECTm e- sTHE ENGINEER.
3. A oeew+es de @I veve owde WAY be wood etio" � PrsOaty teas se Mmpm so sAset = of 2. TYPICAL BERM, DETAIL _p a min. ••��� �w1s TRE EXISI`ENCE AILD LOCATION OF ANY VTILITIES OR STRUCTURES SFMW 011
4. � sees may be "Ohm" » tort �e sintR� I! IDs tlredbq • Exceiretisn C�eik 10 MIN. � � THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. THE
NOW-
it sn ileproved (is, roncrete) brsine" dsrice is used. i CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE
2 - Lj,
UTILITIES SHOWN ANO ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
QUI r.iteisd esfbaeks f� stoves01@11 be M eeea+ww Wtti •edhq IIItseev~ es~. N+'M• MIi-1. � is � PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES
� _-- tllDO. PRO ELEV.---__- SECTION C-C OR STRUCTURES.
PRECISE EA177H WAAMI r.&S
foot in 20 AJ4K DESCRIPTION
EXCA VA TION . . . . . . . . . . . 190 C. Y. TYPICAL OT DRAINAGE (•••• it2°f2) ftbldg.�pad~N��
- -- er higher, EL EVA TION.• J091. 074 j�jF• �1,V_�
EMBANKMENT . . . . . . . . . . . 190 C. Y. ` RIVERSIDE COUNTY DESIGNATION-• r-46-8.f S'TAAIIWV OV 2 t/2' BRASS DISK IN
SE tON C-C CONCRETE BRIDGE MALL. FROM AHE INTERSECTION OF RANCHO CALIFORNIA ROAD
AMD FRONT STREET, 1. 7 MILES NORTHWEST ON FRONT STREET / JEFFERSON A VE.
ALTERNATE TO THE INTERSECTION O= JEFFERSON A VE. AMD WINCHESTER RD. (HIGHWA Y 791.
R. 0 MILES NORTi'•EAST ON WINCHESTER ROAD (HWY. 791. TO A BRIDGE OVER Thi
FOiW AT TUCULOTA AAV SANTA GERTRUDIS CREEKS. IN THE SOUTHEAST WINGNALL.
I•- O+ I•- A� O. 6 FT. SOUTHEAST OFTME CORNER OF TME BRIDGE ABUTMENT. 9 Fr. EAST OF A
STEEL GUARD RAIL, J9 FT. NORTH OF A TELEPHONE SERVICE BOX.
CONS TRUC TION NOTES AND OUANTI TIES : .*..- I � � �
0- -
4 QFES.S/
CONST UNDERW,[7LK ORA/N�R C/TY STD OW6. 102 I �,q OI �!
? IP�CONSTR UCT L�EAPPROACH RLMR STo v wG 907 /8 LF �: °! O
3 CON�TRUCT RETAINING MALL(PER SEP•9R,97E PERM/T) -
4 Co�r3r,4ucr O,PwE Ai�i4G��G'y RER Orn vvt�. 30�! tst.F � - �, o � �ILLj
t. 347M m Q
HOU 5 E PES fx�s 930/95 �� � �
.�� ,
(SEE ARCHITECTURAL DRAWINC35 FOR gl,tw I-
n
COMPLETE FOUNDATION PLANS r fLALI
NDI TE5 GFF S LOWER SEE N FO SE
UNOERGf1011N0 ALERT INFO' SOURCE OF TOPO.' OIWER DE VEL OPEi9• SOILS ENGIN ER.• Ht v I URS. APP D DATE- SUBMIT TED By.- DAVID A. I4/-\M M A R fyU/V5,gA-EfR t'4S50C SAN D/EGO, /NC. d
ELEVATIOhi CHANGE L074), � Q
, CHANGE MIX 1.1 jCITY Y OF TEMECULA
48 HOURS'PRIOR TO GRADING AERO TECH SURVEYS DAVIDSON COMMONI TIES GEOCON INCOR ORA TED L0TT5 2�4 ROTATE HOUSE LOT S /0/79 NUEA//VEKE/VS STREET
/rE6ISTEl4iE0 CIVIL EM6I/ Edi M79475 fl/ (�
IN TME VICINITY OF ANY 6951 rL IGHT ROAD 12520 HIGH BLUFF OR. STE. .3x00 9530 DOWDY OR VE REVISED DRIVEWAY LDTS 10 AASU/TE 2b0, SAN O/E.60 CQ 92121 I 1 DA . sl'z TAA C T NO. 2.y126
UTIL I T X. COW TRACTa 9 SHAL L RIVERSIDE, CA. 92504 SAN DIEGO, CA. 92130 SAN DIEGO, CA. 92!26 nrEX . 0/90/95 (6/5) SSS - 4500 �
APPROVED B Y. jo SCALE aENCH NARK. PRECISE GRADING PLAN• N
NOTIFY UNDERGROUND SERVICE TEL: (619) 481-8500 TEL: (619) 69 -2690 � N
AL ERT ( U. S.A.) Ar' OA TF OF AERIAL RAY OND A CAS E
1-800-422-4133 P9',070GRAPHY.• 9-8-55 RCE N4 41880 E P 31-31 JIG AS Sh�MN T-46-01 ELEV. - 1091. 074 LO TS - /.3 02
PMrICIPAL. - ENGINEER SEE DESCRIPTIGW ABOVE FILE N0.
DATE.' �' 3 CITY OF TEMECULA DA TE.'E/26/92
wW 101 1 FOR, DA VIDSON COMM. F.B. � �
dOO
da,
V �
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r 4•
V% soft I'mm
• 743_ 3 + 5y/oF` r' \
- s'rttJG ME PER P%� - • • ew ROUGH GRA LE PER - F�, W / 'LO
PE l DIIUG h dVC
ROUGH GRADE N BP,e1,CE PLAN. Iry, MIN. p� ,
PLAN(TR�GT N� 2CTTo3-2k
Z o-70
SECTION A p► 41111110' ►y. MINPt,As ► --- _ \
5 RADING
NO SCALl
E= �ft'TF{ RO GH G
� —�� • . ry
' 11 184.76' 13 17 1
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ID
In
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,s �1(' to t� �n co d�
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NOTE •
p( l Q �• 4 �+ '� O Q' �► NO Wi4ll5 ARE TO BE BUILT PER
�� �r ,r s �O' I 4 �O. �� 1. V r�'�� THIS PLA1J_ ALL WALLS ARE
li 1 \ TO gE BUILT PE SEP
` � V/�• �� v �P y R-�t 7.5 � 'd `' ^r ?p• � � R A RATE PERMII'T
F +90 & .p. o = •p ?20 r DRIVEWAY GRADES NOT TO EXCEED 15%
4. O I►• C c h F� GFF
Got,- pa 4d -0• \, �� FNN
f ♦ 9 \
t re
L
( \ .� �.Q- ��- jn 4 � pa �� . � �5i $ `� � r �� t ` I`•D• � Mt
rq � �' Z Gyp 1 , C �S_. sr Col Q fe Z Mt
HP
O F I � n
0 O I v Z F o �r I Q� Iy. IN. Q � off ,♦ u
Vwy • D�NI►6Y w �`�� \ �G 9 �. s t�►- , \ _ PCG. ow
G R= �• Q' o '� tt I tD�Ci d ,cC' TG R•ao' �.�� 4 -°�'�' vt✓ 1
clorte
HOUSE TYPES �- s � ,� _ N �G e o - 'h d'�4 cr' l 3ECTl01V 8 s
ft
(SEE
ARCHITECTURAL
RC H I TECTUDRA O LA NS FOR 15 � � v_ ;� _ - v -N . G4.
f� � � ✓
FOUN I N PLA NS q DETAILS) �4 A7s . . Zo'WO -Z8 �� A _ C
K
LL t �` % �z - „� 91 • �, �So *., t� ��► ��. !`t 5ETE3AC K CR ITER I A -
�') �? �' �►°Q, , ;. �► ek
G� G-1 3 � ,4� , • - {�� d FRONT SETBACK 20'
pie �1Q FL ` ply ;� w .1• ♦ 3 BR �' F(. C a•r • {� A
RG
p�) (p w _ .401 SIDE SETBACK 10' MIN,
Q / "� \� ,� V REAR 5ETBACK 10• MIN
co? r s 4d.too
G F w FF.69.1 IOt 4 oto
�� FZ Ivo pi
8 ' • �'�s FFaos�s .2 oe 4v �! o G R "'� �� 2CONSTRUCTIOr1 NOTES
c`I.e) 70� .40 � - 20 - ` �, �A wee .�.�
• 4 �' 0 ��,, ° PQFsG / : 14. bl{1T� / I�-U V6ZWALK DRAI" Pt=-R CITY 5-M- DWG. 302
I �a -I'.t ,(� ^Q ' •� ��Q
K. _ -Q � 2 REC�ON5TRUCT ORIVEWAY�APP"OACN PER Sm. MA)G. S07
- \ p• rI` d► 3 _ / 5 CON5T RETAINING wAWP-R SEPARATE PERMIT)
_ O Kb ��V �I• / 4 CONST. DRIVEWAY A�FZOACH PF-R 5TD. DWG. 307
, ? d
_ Mit ti' �
SLL
a�3 fi RG
Underground Service Alert
_ p o� e/
Call: TOLL FREE
N t tC0.5i 14Q.'J14' tom- 5• 40 20 0 00 so
422-41 33 _
15' EQUESTR1Ar1 TPAIL - sca�E oo u
TWO WORKING DAPS BEFORE YM MG ••• ..
TFZAGT I�� 3883 -
.
RECOMMENDED FOR APP OVE BY DATE if T3 SHEET NO.
APPROVAL <<�' �9! PLANNING •E1VGI1KERING • SURVEWNG CITY OF TEMECULA
A. �`� <^y U1TSa�'Cl� 10179 Muennekens Street
V 1 RA`,( N A CASEY TRACT
ca z t PRI NCI PAL ENGINEER CITY OF TEME Saw Diego, CA 92121 N 23126 2
1 A.C.E.NO. 4158 0 EXP.DATE 9/31/9To .
c W. 34757 SLso�crafr, (�9) 538-4500 FAX(619) 558-1414 PRECISE GRADING PLAN
IZ/5-4 LJ. a-r-EVATION CHANGE 9 ,CHA MI rt EltDltpS9 OF� SHTS
The private engineer signing these plans to nsaponalDla for aasu DATE 'h S U B M 1 TT E D BY : �� �/�s/9L So^ase•i"c- Offices: San Diego • Irvine • Ontario K
r+nO Me accuraey LOT5 2t 4 ROTATE LOT 1VEW 107 Oa I -- LOTS I 'rH R U 13
FILE NO. 11
and acceptability of the design hereon.to the event of arisCHECKED BY \�J) FILE� . ,,, Q �._,�� I 4:� BENCHMARK county approval or during construction,the private neer shalt be responsibleDATE BY MARK APPR. DATE DV Q' SCALE �
for determine by l T 4�i - 8I ELE\/• = 109 1. 074
Me county. an acceptable solution and revising the plans for approval ENGINEER REVISIONS COUNTY DATE \F�� CAOQAVID A HAMAPT DATE FOR DESCFZI P I N W-
FOR O- C
DESIGNED BY DRAWN BY CNE KED BY R.C.E.NO M
34757 EXP 9/OATE SO/w5 4- 1 - =12 5EE SHEET N I DAVI D50N COMMUNITIES
s
EKOMI.CVMWM KA Ms-CiCWRAL MMM
<-4% too'
1. Ereslba eoetrei b tegeired fbr!ro t epeinilo s Vwh%the rainy semen firm /
To foo-
October 13th to April 15th, approved plans are required for all rough grading. , '��t11111T001 IM t9fhffllS flllt"NJ 11dflfftll fat"A t 1111111k, ra mm nwff wm 21. Ck% tt and grabbing ahem be litnhed to*velar 0latw111 nee%* > i
1 lot am of emergetrey, cultQA" 0 FO`{i L. PAVI pelN be contained within the project or channeled Into the slerm drain eystem which Erosion control measures will be required to protect areas which have been cleared
• 4rUN51Dt .PI'. wN) serves the runoff area. Sturm nmeff from one area stall n6t be allowed to direst to and grubbed prior to grading operation, and which are subject to runoff during the /
triry tl another runoff flea, period of the rainy season. These measures may hwhrde but shall not be limited to:
w9 481-e5fzf) graded ditches; brush barriers and silt fences Care shall be exercised to preserve
nvuR MoNE NURFR) �'1. f�IlbrlrafRQ ZRflfl Ifie 1egA1ffRftt! of *M 101111111 b do Vq fff " fila vegetation beyond limits of grading.
contractor from Ms responsibilities to this site and adjacent properties, Temporary
& Tfk tf Wr M erlgbeer vN sepett►se eresintt .,.I, wort and In3ere that worst erosion control shall consist of,but not be limited to,wnst>tuetton such fad►itle2 and 2L City aPPed of phrm does riot telfere the *eve+ltrpter tmw Nespensl " fbr t#e T•vr rr►t. !A ,aAEar_h/p
correction of error and omission discovered dura construction. U the ( �L ttAtall7�s4/
Y in ac�tdsna with the spprevtd pians (if required). taking such measures as are necessary to prevent,control abate water,mud and ng Pon request. C'� �LoY•✓DY i.4Tt;N destnr3 .
erosion damage to public and private property as a result the construction of this required plan revisions shall be promptly submitted to the City Engineer far CArC SAsrN� ^
4. l�gertpmtemt and workers %r emergeney went shall tae made aveffeW at aN tunes project. approval. DNA tri►It, .rj
wring the rainy season. Neeessary materials shall be available on site and stockpiledFdL
at convenient locations to facilitate rapid construction of temporary devices when 18. Slopes ea Is! stied prior to OtMba to tubuli be cleated&r eresim eenrrd prior to '
rain Is imminent. October 15. Slopes const. cted after October tat shall be t-eated for erosion control
as the construction of slope progresses In increments of feet or ka measured , \
S. Devkes shall not be moved or nvoMed wRtteut the approval of the Chy Engineer. vertically.
6. All renmrvaMe protedive devkes Okvwn stmlt be In place an the end of each workh 19. Fill areas white betttt brmot aP to gra and d>ttingpeA di of cot 1pile don prbr to
day when the 5-day rain probability forecast exceeds 409o'. final grade, shall be protected by various measures to a iminate erosion and the
siltation of downstream facilities and adjacent areas. Thee measures may include, O
7, • After a ralmi m,all sib wd debris sball be re -eves hom check berrm sR fences, but shall rat be limited to: temporary downdraim, eft in the form of pipes or 7'77i'
74-
and desilting basinsetc. paved ditches with protected ontfall areas;graded berms round areas to eliminateerosion of fill slopes by surface runoff;temporary check in toe of slope ditches
& Graded aeas aresmd tale waterrertrrtem mast Aramay!tawearstare face of stupe at to desllt runoff; ichprotection such as sand bags around in*ts whhave not been
the a whrsion of each working day. brought ftp to grade-, and earth bems and appropriate ding to direct drainageSCJsaway horn the edge of the top of slopes shall be constrncteo and maintained ten those
•r..
t. The eo+trrw-W*rail be tespettsiNe and shalt sage tteeesaary preeautivms to prevent fill areas where earthwork operations are not in progress. •�'�
public tresponto areas where impounded water creates a hazardous condition.
211L Top of cwt brew dltchm where required on the plans, be ee a"weted prior to 'Q --
•
Uk DesRtfng baslm are to be eems acted as tt'idh of I0viduel teadl IS tiers am exceeding 12 feet of cut measured vertically. •-- ' - elv RTH SWAL PER - � ,/ S4tics� •9� T
AaSpVg"
complete Per rough grading Plans. OPEN 8 p ` P A�j C' OM G zl��
.A cE 4
11. The C by Englneer aser.es Mie ritltt to wake ehartges or nadifleaMons to this plan rG
as deemed necessa
+.3 m 7 YAP CA1. 5 ?TEEr SA?VVBA5G1A0 DFr�trz
12. Mo
hdbrnran on fhb pian it for ereslem contrd only. Ail other inbrmatfert tar trutrject aloe MOW WA E Ap1NG �/
to change_ fir '0001-4
13. Tempmury erosion preteetlm k required for aranellsetnied slopes prier In \p
permanent planting. / ° s
14. Areas shall be tI all isined in sods a state that fire access droll be mmhttatrted at A , o* : �
trues (including access to neighboring properties). 1 .
13. ire a%! oetiort aur Natorbe lee of trateral draftrage eeurses ate exhilris storm drafn � 184.-1B'+, 13 $
bdets shall occur during the raining season, unless adequate temporary/permanent r ".0 RG 0 �r l t
drainage facilities have been approved and installed to carry surface water to the 40 '0 V ,1`\ ��/ � • ,,_'
nearest practical strm1 a
eet,storm drain natural water course. F t ,
%0
PS 0
%0 6
; . � (J
IV,
046 la
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RECOMMENDED FOR SEAL COUNTY SEAL APP OVE BY DATE SAL d? SHEET No.
APPROVAL PLANNING - ENGINEERING -SURVEYING CITY OF T E M E C U L A
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71+e prtr•ha ergs+ee.aMrntng Nreee plans a naeponai0hr for aavrtrq tM accuracy e 4 RCfrA E LOT 5. D I E A 8 102 1 DATE 5c �5 9z Offices: Salt DN Irtrine Ontario ff)
' and accaptab�iMy of the design hevaon.to sire svenr o/dfacrapanciea anairrg slaw ' DATE / / � egg �� 1 T1"'� '�� 1 � ILE N10.
county approval or during construction.Ms private engines►shaN be rssponaibb DATE BY MARK APPR. DATE CHECKED BY .�.,,:� Q �.�.. x./►LE 1 n = 4,01
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kw dales WrtmV an acceptabb solution and revising the pbna tof approval by ENGINEER REVISIONS ICOUNTY DATE DAVID A HAMMAIT DATE FOR DESCRIPTION FOR W.O. Q Z
00 cour'ty. DESIGNED BY DRAWN BY CHEC D BY RCE NO 34757 EXP DATE 9/!O/A'.5 4- 1 - 92 SeE 5 H eeT NZ ( PAVID50N CMN ITI ES
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