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titYa 3No • REVISIONS A PPRDA r
NRHE Sup"r�/15/�l F
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A t IUNY J6 E. 91 Ile,
No.
��. ? E S: W DA T E:/U/�1
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TERART P.C. E. 37254
k. oF DATE DoL-05. I. A, 5- S
OEPUTY CITY ENGINEER E,,Yp, 6130192
CITY OF TF.-WECULA
21. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH 8ECOAIAIENDArIONS TfIE
PRELIMINARY SOILS INVESTIGATION BY W6111'04'11d'06. DATED UYY - -e�, ? V1. TWO
SETS OF THE FINAL COMPACTION REPORT SHALL, BE SUBMITTED TO THE BUILDING ANO
SAFETY OEPAWAIENT JVHICfl StMLL INCLUDE FOUNDATION DESIGN P6CORAIENDATIONS AND
CERTIFICATION THAT - GRADING HAS BEEN DONE IN CONFORNANCE WITH -THE
RECOMAIEWDATIONS OF THE PRE jDjjNjjRY SOILS REPORT.
22. 016REGISTERED CIVIL ENGINEER Oia &CORI) SHA L k SUBMI T
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC EL rIONS ARE
f ?EOUIRED, THE E L E VA T1 ON Od Tf i RE SPECr TO MEA N SEA L E VE-0 SHA L L BE 01 VEN, IF AN
ELEVATION WITH RESPECT TO ADJACENT 6:11-70UND SURFACE IS 17F.OUIREDo THE ACTUAL
DISTANCE A80VE THE ADJACENT GROUND SPMLL DE GIVEN.
23, ALL FILL SLOPES PLACED OVER NATURAL GROUND WHICH IS STEEPF, Tp MN 0
0 5 1 2 "r
WUST BE BENCHED AND KEYED PER SOILS ENGINEERS HECOMAIENDA rIONS.
24. CALL USA -ALERT, 1-800-422-4J33, A LEAsr ,Ifj t1ougs pplop TO EXCAVATION.
2 ff. IIWP47R r if#,4 Z Z d46 A61176%ltrorol-1 T IN 49 A1Zre7j6z6V44A;.pY TO RE43TI21VE 17IN1511 -1'Zb?,F4CiC
7ZI PRZ- -4711,6R& COA1,01;rIVIV 4 5 COMP C--FN 51.4 7/,djkJ is OR -IWFfAJ le.AaiT.
EA SFWg
N
(,CA1rC9UH6* OF I]# e-46Cjvj6-jVf lc-()� CtCdrKICY & 7R-4A01V1,.j61oW
066-!5 IN FI)VOR OP 0,(khc0feA1111 CtEdrRICI PoWoe eotv1p1jVy
I'r-l?- 06-69 A10A10V6-1v18C-,? '/7, /960/ . ggq,yg (,s6_00p 0g. Ta fr YdC '4 r��.
0 Ce NrCk't 1AIC OF 11A1 6-1190V16Wf J-09 C661.1*rr�IeAe rg&gjvll�56101V
u o E5 IN F11YOfe OF (1&1r(2RN14 6-L6-(I-e 6jq
rjq�jg1v�
ffoo< p71G c dd
T,0 gr IlAedrfp.
11�/ Tl 'l I `�1/r, `��. ao Fuer ppoc, FoR 66�vcq irgnivelml,6610a
PVRP066`5 Id F*OVe),e 6�F Cq6;rCjeAj 1oo,1UA11d1p( re 016,r ,Vler
R6-6'()*'eOFO fiAel� do) 1971 116 1A1a;rt)ovjve-,vr Alo. ar
or'4"Iellk R6-0,Mg - Vffrll OF §11er. fffe my r eINC MRMINO flf&Y 4 " /'d ZO
OR�WN 8 Y: A J,
DESIGNED gy.- A j r
RE VIEHEV fj y.- A J r
SCALE,'
AS /1/0 rED
mmm
io w
ORADIN 66 NOrES
I. ALL GRADING SiMLL CONFORM TO THE UNIFORM BUILDING CODE, CWPTER 70s AS
AMENDED BY ORDINANCE 457,
2. MINIMUM BUILDING P40 AND DRAINAGE SIVALE SLOPE &MLL BE w JX
• DRA INA GE SHA L ES SHA 1. 1,.9
BE A MINIMUM OF 0.3* DEEP AND BE CONSTRUCTED AWNIMUM OF a FROM THE TOP OF
CUT 08 FILL SLOPESIN
3. MAXIMUM CUT ANO FIL L SL OPE = ao, 1 (UN66di' 41'116R/0 Immaym d y aw ormllyfew')
4, PROVIDE 5' WIDE BY P HIGH BERM OR EQUIVALENT'ALONG THE TOP OF ALL F11.14
SLOPES OVER 5' HIGH,
5. ALL GRADING St/ALL BE DONE UNDER THE SUPEPVI' $ION OF A COMPETENT 5011,$
ENGINEER WHO SM1.1. CERTIFY TilAT ALk FILL HAS BEEN PROPERLY PL. ACEI) AND NHO S[MI.I.
SUVRIf A FINAL COMPACTION REPORT FOR ALL FILLS OVER I # DEEP.
6. it REGISTERED CIVIL ENGINEER SibILL SUONIT TO ME CITY ENGINEERING D6PAWMENT
)MITTEN CEWIFICATCON OF COMPLETION of ROUGH ' GRADING IN ACCOMANCE WITH a1r:
APPROVED GRADING PLAN PwoR To ISSUANCE OF rH6 8WLDING PERMIT. CC-Rr,[FICArrQN
SiMLL DE TO LINE4 61MVE, ELEVATION ANO LOCATION OF CUTIFII 1. SLOPE5
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100yp 0 STORM FLOWS, AONG TOP CUT
OF A SLOPE.
8, FINAL COAIPA U TION REPORT WILL 86 REWIRED FOR ALI,. FILLS GREATER THAN ONE
FOOT.
00N"WfOg V11ILL NOTIFY THE 01 T Y ENGINEERING DEPT. AT LEAST 24 HOURS IN
ADVANCE PEWESffNG FINISH /..Of GRAD'E AND DRAINAOf.-" INSPECTIONO THIS INSPE C TION
MUST BE APPROVED PRIOR TO BUILDING PERMI r FINAL INSPECTION FOR EACH LOT#
JO. CUT SLOPES EQUAL TO of? GREATER ffM N 6" IN VERTICAL HE10HT'AND FILL SLOPES
EQUAL TO 09 GREATER TWN 3* IN VERTICAL WIGHT SHALL BE PLANTED WI1 6PASS Or?
GROUND COVER TO PROTECT 'ME 51-OPE FROM EROSION AND INSTABILITY IN AUri Ot9DANCf':-
WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION,
JJo NO FILL SfMLL BE PLACED ON EXISTING GPOUNU UNTIL THE GROUND HA 5 866N
CLEAHED OF WFOS, DEBRIS, TOpSO110, AND OA16R DELETERIOUS AlArEPIAL
Ji?. IF STEEP SLOPING TERRAIN OCCURS UPON W11CH FILL IS TO HE P1,ACEDs I T AIUS r
OE CLEARED, KEYED, AND BENCHE,0 INTO FIRM NATURAL SOIL FOR FULL, SUPP OR T
PREPARATION &WL BE APPROVED i9Y A REGISTEPEO $011,S ENGINEER PRIOR TO PL A CE ME.- N T
OF. FILL AM fEPIA to
p.
13, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE STRUCTURES fERPOPAPY DRAINAGE CONTROL SHOULD 86 PROVIDED To PRE VF NT
PONDING WATER AND DAAMGE TO ADJACENT PROPERTIES,
14s DUST &ML4 BE CONTROLLED BY WATERING On OTHER APPROVED METHODS,
15. ALL EXISTING DRAINAGE COURSES ON ME Pflot)Ecr SITE ' NUSf. CONTINUE TOi
FUNCfION, ESPECIALLY DURING STORM CONDITIONS&, PROTECT�VE H6ASUR68 AND
TEMPORARY DRAINAGE PROVISIONS NIUST BE USED TO PR0,TF#Ct ADUOINING PROPEdTIES
OWING GRADING OPERA rIONS,
16. STABILITY CALCULATIONS KITH it FACTOR OF AT LEAST ONE AND FIVE TEN TH 0 . 5)
SiMLL BE SUBMITT60 BY A SOILS ENGINEER To Ttle ENGINEERING DEpAg 7 cur
TAIEN r FOf
AND FILL SLOPES OVER 30' IN VERTICAL 1lEjojlrp
17. EROSION CON MOL: ALL GRADED SLOPES SHALL BE PLANTED Wml ROSEA ICE PI.ANr'
AT 12 INCHES 0111111
0
0� 4111v - /.. 6'U � COVER . J 5 IN
VERTICAL HEIUHT, IN ADDITION To GflOUND COVER, SM-ol. BE PI.ANfr.-.o WIrk1 APPROVED
TREES, SHHU
85t OR COMBINATION'THEROF. SHRUBS 51-IA 1. 1. Blo PL AN TEo 0 A T 10 ON
CENTERS; TPEESo i?O' ON CENTEfl; CONOINAtIONS, 15' ON CFNTF.I-?S, 51-OPES'OVER IN
VERTICAL HEIGHT SHALL HAVE PERMANENT 19816ATION SYSrFMS WITH 13ACI<FI*Ojv
PREVENTION DEVICES PER U'POC.0 CWPTER Mr.
n . ISH GRADE SkMLL BE SLOPED AWAY FROM ALL EXTERIOR AIAI.loS A r NOT L ES THA N
1/2 INCH PER FOOT FOR A MININON OF 3 FEEre
go NO OBSTRUCTION OF FLOOD PkAINS 09 NATURAL WA TER COURSES SHA k L DE
PEPNI T TEO.
2O- ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN Ti/E. FIELD PRIOR rO
COAINENCEPIENT OF ANY CONS TR UCTIONIWADING,
SOURCE OF TOPO: 19/al) &IXY�.Y
W
BEN OH)l A RK
SOILS ENG INE Ea R
W1011dAl �AY llxed�lllfl�j H�
RI VERSIDE COUN T Y BENCHMARK T-32-81 IN THE NOR THWES f CORNER OF TfIF // 0 vi 0 (IN / 41Y ONIN? A f1W o Xff. 4 OF FRONT STREET AND RANCHO CALIFORNIA ROAD ON THE NORTH 8PIDUE: - INTESECTION.
f ,OVER RA OF A BRIDGE
ME HURRIETA CREEK ON THE NOR CORNER OF WE OPID06, A R 112" BRASS
/(� �� 1JD DISC STAMPED T-32-B1 ELEV. JOO/s 970
PREPA RED 8 Y:
TO --AIA C ENGINEERING'
41934 MAIN SfREEI
7FMECULA, CA. 92390
(79 4l 6%6-,5i15
OENCfIhIARI<:
SEE ABOVE
CZ rY OF TEMECUL A
O�fREXCAVAT/ON � EROS/ON CONTROL PLAN
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