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F.L. -- - -- -- FLOWLNIfEE
TOP OF WALL
T.C. -- - ---- TOP OF CURD
P.L. -- -----PROPERTY LINE
R/W------ RIGHT OF WAY
w�F,U;jSS!pA HP. --- - -- HIGH POINT
P.E.-- - --- PAD ELEVATION
<11 —-- — TRACT BOUNDARY
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RCE 43090 a
I EXP'3131 /96
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BASIS OF BEARINGS
APPROVED BY: SHEET
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERUNE OF PAUBA ROAD BEING NORTH 6T S1 S" EAST �obcfl CBciq c Villlam` %st 6, �S`SOCiates TRACT N 0. 2 4 13 3—2
AS SHOWN ON PARCEL MAP NO. 23432 P.M.B. 159/38-61. r�
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS LOT #112
28765 SINGLE O RIVE SUITE 250 RANCHO CALIFORNIA CALIFORNIA 92390
PREPARE ND TH UPE V ION OF I7'°I 676eoa2 c A. E CASEYEES 3158096 RECREATION SITE 2
Of
DATE � GTY OF TEMECULI�
lqsDATE SY DESCRIPTION APP'D. DATE PRECISE GRADING PLAN
MICHAEL A- TYLMAN R-C.E. 430 (EXP. 3/31/92) R E V I S 10 N S DATE; � 1
1.
Inose
fEN[E LOC.4T/D�/
QD
CURVE DELTA RADIUS LENGTH TANGENT
P L' H2IRDSC'APE LOLmeAt 90.00.00- 3.00' 4.71 ' 3.00
49'35' 42' 17.00' 14.72' 7.85'
e 18'34'30' 72.00' 23.34' 11 .77'
NuCQ 25'07' 41 ' 85.00' 37.28' 18.94'
0 32'31 ' 13' 50.00' 28.38' 14.58'
17.53'53' 90.00' 28.11 ' 14.17'
tip h Q' Cn 1 38'56'33' 54.00' 36.70' 19.09'
29'16'27' 89.00' 45.47' 23.24'
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NOTE BEARING DISTANCE NOTE BEARING DISTANCE
N 19'38'00'E 16.00' FrM N 70'22'00'W 22.50'
N 70'22'00'W 3.00' mn I N 19'38'00'E 2.50'
AtiM H 19'38'00'E 3.00' nM I N 70'22'00'W 2.50'
91 A
N 19'38'00'E 9.00' 1 1 N 19'38'00'E 14.50'
v N 70'22'00'W 8.00' FM I N 19'38'00'E 26.00'
at M N 19'38'00'E 6.00' N 19'38'00'E 31 .50'
N 70*22'00'W 4.00 N 70*22'OO;W 6.73' NOTES N 70 22 00'W 10.00 N 70 22'00 W 8.91 ' GRADma � u ES
Ill N 70'22'00'W 19.00' N I9.38'00'E 8.15'
N 19'38'00'E 8.00' N 70'22'00'W 25.48' 1. ALL GRADING SHALL CONFORM TO THE UNIFORM 9w; •INC MK, 011IMTER TO.
g N 70'22'00'W 11 -00' N 66'36.46'E 26.71 ' AS MENDED BY OMINANCE 457.
ffM N 70'22'00'W 2.00' N 70'22'00'W 14.00'
2. MINIMUM BUILDING RAD A19 OLA I NAG[ TALE SLOPE SMALL K • It.
4.84• N x0'22• 1-~ 22 67• 3. R IM CUT OR Flu LOPE: 2:1.
CO= 01 43.J3. 4. PRDVIDE S' WIDE P 1' 110" KRIM Ott EDOIVALOR ALON VIC TOP OF ALL
`��o�j• b ® , F I u SLOPES OVER S• NIGH.
�I S. ALL OWING SN LL K DONE U EIR THE SIRERV13ION OT A COOK ER
Cq� / 59, ti �1 s/ / �• � SOILS ENGINEER 10 SWL CERTIFY THAT ALL FILL HAS KEN PROPERLY
/ /C RACED MO WHO SIIKL SIr11T A FINr COMPACTION RETORT FOR ALL FILLS
37.0-91 / OVER I' DEEP.
-93.40, _ 5. A REGISTERED CIVIL ENC INEEII SfMLL SIXIM1 T TO TW CITY W fElttlll A
ENGINEERING DEPARTMENT WITTEN CERTIFICATION OF COMPLETION OF ROUGH
Q GRADING IN ACCORDANCE WITH THE APPROVED OWING PLAN PRIOR TO
I< ISSUANCE OF THE DUILDING PERMIT. CERTIFICATION SHALL K TO LIE.
I GRADE, ELEVATION AO LOCATION OF CUT / Flu SLOPES.
NNOvELpp aDCUT
KS1M TO MAVR
LE 100 . 0 STM FLOWS. ALOR
TOP
e. FINK COMPACTION REPORT WILL K KOUIRED FOR ALL FILLS GREATER T1MAN
ONE FOOT.
9. ALL GLIDING SHALL DE OBE IN CWWAM M MIN RCCMINIP11DA IM OF
THE PRELIMINARY SOILS INVESTIGATION BY:
cowir"SE CONSULTANTS DATED:
TWO SETS OF THE FINAL CWAC710M REPORT SHAH K SWITTED TO THE
ENGINEERING KPARTIENT WHICH SHALL INCLUDE FOUNDATION DESIGN R[COM-
MENDATION5 AM CERTIFIC►`ION THAT GLIDING INS KEN Oft IN CONFORM-
ANCE VITH THE KCOAEIWATIOfS OF THE PKLIMINNRY SOILS REPORT.
10. THE CWMAC1OF. SHALL NOTIFY THE CITY OF TEIECRA EMItE'ERIING
KPOMENT. TELEPHONE 1909} BI4-6411 AT LEAST 24 H IRM IN ADVANCE
REQUESTING FINISH LOT GRADE Alp DRAIIAK INSPECTION. THIS IN'',PEC-
TION MUST K APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EAGM LOT.
$CELE 11, CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL 191941 06 FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL WIGHT SMALL K
PLANTED WITH GLASS ON GROW COVER TO PROTECT THE SLOPE FROM
EROSION AND I NST AB I L I TY 10 ACCORDANCE WITH ORD I NIMNCE 457 PRIOR TO
THE APPROVAL OF FINAL INSPECTION.
12. DUST SHALL K CONTROLLED BY WATERING OR OTHER NPPRDVED UKTMIOPS.
13. FINISH GRADE SHALL K SLOPED AWRY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/2' PER FOOT FOR A MINIMUM OF 3 FEET.
= 7 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OP 1111.01119
PAD ELEVATIONS. WERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL K GIVEN, IF AN ELEVA-
TION WITH RESPECT TO ADJACENT 4"UM SURFACE IS KOIIRED,TIE ACTUAL
D I STAMM ABOVE THE A•JA(ENT GROUND SNAIL K GIVEN.
15. EROSION CONTR%: ALL GRAM SLOPES SHALL K PLMM WTI" WMA ICE
PLANT AT 12' ON CENTERS OR OTHER APPROVED VOW COVER. SLOPES OVER
15' IN VERTICAL )EIGHT, IN ADDITION TO 01011M0 COVER, SMALL K PLAN-
TED WITH APPROVED TREES, SHIM, OR COREIHNTION THEREOF. SHRUBS
+ SMALL K PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, MW oo-
TIONS- IS' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SMALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACRFLOV PREVENTION DEVICES PER
U.P.C. CHAPTER IO.R.
IB. ALL PROPERTY CORNERS SNKL K CLEARLY DELINEATED IN TK ►IELD FRIOR
TO COMMENCEMENT OF AR CONSTRUCTION/GUIDING.
7 I7. APPROVAL O' THESE PLANS R TIME CITY OR ITS MITNI ORES MAT RELIEVE
THE APPLICANT 00 HIS ENGINEER FROM THE NESPONSIBILITY ►OR THE COR-
RECT 1 ON Or ERRORS OR OMI SS I ONS D I SCoVERED OIIR 1 NG H:OISTRUCT 1 ON. UPON
REQUEST, M APPROPRIATE RAN REVISIONS SMALL K PROWTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL,
Q
SS/9
Q�QQ A Y sky APPROVED BY : SHEET
z _ `i�*iT `Beirt9,cWilliam` ibst� associates TRACT NO. 24133-2 2
Z PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORSAr a.
RCE 43M 28765 SINGL AK DRIVE SUITE 250 RANCHO CALIFORNIA CALIFORNIA 92390 LOT #112
�{ EXP.3/31 I (714)676-8042
RAY OND A. CASEY RECREATION SITE 2
PREPA UN E S VISION OF: PRINCIPAL ENGINEER Of
�� R.C.E. 41880 EXP, 3/31/96
NPrq C C 4 DATE SY DESCRIPTION APP•0. DATE CITY of TEWCLILA
OF CA� DATE o PRECISE GRADING PLAN
MICHAEL A. TYLM N R.C. 090 (EXP. 3/31/92) REVISIONS DATE ; �� q
-MISSION =1
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