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MOD L LOT NO . 107 10 109 .00
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45.00' 45.00' 44.00' 44.00-11' IN CITY OF TEMECULA, STATE OF CALIFORNIA Pay
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TO SAN DIEGO
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16.17' 24.83'
16.00 �� � 55 161
26.92'
TYMAL OVERALL FaaTPR■rT '
N.T.S. 63
t� GRADING N ❑ TE
YMIN. 6` 1. ALL GRADING SHALL CONFORM T 94 UNIFORM BUILDING CODE, CHAPTER 33
A ,
6" ,� �,
S AMENDED BY ORDINANCE 93 -p
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F2.
DRAINAGESWALES SHALL
DRAINAGE SWALE SLOPE SHALL BE
' L BE A MINIMUM OF 0.2' DEEP AND SHALL BE
„ +7p -- •- - ' �'� `� ,� CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES,
3, MAXIMUM CUT OR FILL SLOPES = 2-1,
TOP n "'
4, PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
OF M �� SECTION A—A
FILL SLOPES OVER 5' HIGH.
SLOPE A ; " A 5 M
U.,
ELEV. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N (IF A COMPETENT
C �; C . MUST BE EQUAL SOILS ENGINEER
INFER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
Q TO BLDG. PAD ELEV. OR AND H❑ SHALL SUBMIT A FINAL COMPACTION REPORT FOR AL
MI I HIGHER OVER V DEEP, L FILLS
2' ; 3 V RIES 5' MIN. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY
OF TEMECULA
3Cum CORE PER ENGINEERING DEPARTMENT WRITTEN CERTIFICATI❑N OF C❑MPLETI❑N OF R❑UGH
I I _z I CITY CURB 3' VARIES RA
� � CORE DET. INDEx MAP ISSUANCEING OF THEDANCE BUILDINGTH PERMIT, CER APPROVED GRADING PLAN PRIOR TO
IFICATION SHALL BE TO LINE,
GRADE, ELEVATI❑N AND LOCATION OF CUT / FILL SLOPES,
s" SCALE 1" = 200'
- - 7, PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
CURB ALT. SWALE • ' •• � ' • • 2:� M TOP OF CUT SLOPES,
qx LEGEND
0 STEEP 41. B, FINAL C❑MPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
_STREET_ - STREETS ONE FOOT,
T.S. TOP OF SLOPE
O SHEET NO. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
DEEPENED FTG AS REQ'D. (SEE PLAN) T.C. TOP OF CURB
THE PRELIMINARY SOILS INVESTIGATI❑N BY.
R PROPERTY LINE CONVERSE CONSULTANTS DATED -APRIL .2`, I��f•
PLAN VIEW SECTION C--C F.L. or FL FLOW LINE R/W RIGHT OF WAY TW❑ SETS ❑F THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
(N.T.S.) ALTERNATE (1020.42) EXISTING ELEVATION MENDATI❑NS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
F.S.
I7NF❑R -
T.F. TOP OF FOOTING M
F.S. FINISHED SURFACE
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT,
TYPICAL LOT DRAINA43E DETAIL F.G. FINISHED GRADE T.W. TOP OF WALL 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
+ FIRE HYDRANT REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
" - STREET LIGHT EACH LOT.
' N �' C F CUT/FILL LINE � STREET SIGN
11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
--------- TRACT BOUNDARY o CATCH BASIN PSLOPES LANTED EQUAL TOROR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
OR GR❑UND COVER TO PROTECT THE SLOPE FROM
EARTH SWALE (1 X MIN.) RETAINING WALL
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE,
5 —••- � SECT. 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
� MI � LOT NUMBER 0
®
HOUSE PLAN, 12" SQ. FLAT GRATE ON DEEPENED FOOTING 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
SPEE-D-BASIN BY N.D.S. INC.
ELEVATION REVERSED UNIT =100,0 .5 (INDICATES DEPTH OF D.F.) 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT
L51 'D-99• — -- --- -- — 4" PVC PIPE 0 S=0.4% MIN LESS THAN 1/4' PER FOOT FOR A MINIMUM ❑F 3 FEET,
N FINISHED FLOOR ELEV. (3+' THRU CURB W/ 4"
o PAD ELEV. TO 3" REDUCER) RGF REFERENCED GARAGE FLOOR 14. REGISTERED
IL NEER SHALL SUBMIT CERTIFICATION OF BUILDING
NOTE: P
10' MIN. (SEE DETAIL ON THIS SHEET) TIONS, ERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
REQUIRED AT TOP OF SLOPE
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
CORNER LOTS ® MAIL BOX TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
FOR SIDEYARDS. G.F. - TOE OF SLOPE DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
�.P. BACK FL OW PRFVHTIbN VALVE 15. 'EROSION C❑NTROb ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE L IWERo.w. �E �FF - 0.5FT F PLANT AT 12' ON CENTERS OR. OTHER APPROVED GROUND COVER, SLOPES OVER
L =
15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE PLAN-
►0'MIN.FoK 50E ENTRYCARAGE TED WITH APPROVED TREES, SHRUBS, OR C❑MBINATI❑N THERE❑F, SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, C❑MBINA-
SE1'BACK HL
FOLINDA0117110IN DETAL PERMANENT,
E MATIONS�NENT❑NIRRIGATION SLOPES YSTEMS WITH BACKF LOW PREVENTION DEVICES PER
N.T.S. i U.P.C, CHAPTER 10,R,
N.T.S. 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
^�.q �� r{ TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
BENCH MARK BASIS OF BEARING
COUNTY OF RIVERSIDE B.M. T-29-81
BUILDER: ►� n �'? 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
71 (
�' -Z THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE WARMINGTON HOMES CALIFORNIA `c� r ��"� '�� ''r' RECTION OF ERRORS ❑R ❑MISSIONS DISCOVERED DURING CONSTRUCTION, UPON
CALIFORNIA ROAD. 1.8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL KD..�. � REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
CALIFORNIA ROAD AND MAGARITA ROAD. IN THE N. W. CORNER OF THE INTERSECTION, 1 FT. E. OF A 7 FT MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH * �, TO THE CITY ENGINEER FOR REVIEW AND APPROVAL,
CHAIN LINK FENCE, 21' X 16' AROUND SO. CALIF. GAS VALVES. 40 FT. N. OF P.P. (NO.# ) 94' N. OF THE 61 OF MAPS, RECORDS IN RIVERSIDE COUNTY, CALIFORNIA BEING 3090 Pullman St., Suite A Jam,
CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1 FT. OF MONUMENT. N 22'56'23" W Costa Mesa, CA 92626 � =� �`�':�t� ZQ 18. INDIVIDUAL MAILBOX SHALL BE INS
e Of A�\' y INSTALLED PER CITY STANDARD NO. 605.
ADJUST. DATE 9/13/82 ELEVATION: 1128.410 (714) 557-5511 __� = LD97-131GR
CONSTRUCTION RECORD 1 1/14/16 GH,gNr,FD DIMINsION (a KEAX YI1ly SWiALE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PROJECT NO,
2 2/5 96 Af-V151cn15 PSR CffK r1,WA1_ REV�F_" DES. ENG.: W.R. Plan Prepared Under Sue ision Of RECOMMENDED BY: ��j ✓/�h� 0 S
Contractor: THE KEITH COMPANIES p p
Inspector: DESIGNER: P.H. ACCEPTED BY: ,DATE. z o TRACT NO. 24186=2 ow
p -��
WAYNE ICHARDSON Date:
Civil Engineering ■ Land Surveying ► 2955 Red Hill Avenue PRINCIPAL ENGINEER FOR CITY ENGINEER A\'A\A PRECISE GRADING PLAN SHUT 1
Date complete: DRAFTER: VNC Mapping ■ Environmental Services Costa Mesa, CA 92626 RONALD J. PARKS V
p PP g LOTS 1079Water Resources ■ Land Plannin (714)540-0800 R.C.E No.: � Expires: 4 R.C.E. No.: .19744 Expires: 9/30/01. �,�. �•� 1 �� 1 ��N O . DATE REVISIONS CHECKED BY: W.R. gOF
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1 1 r I CONSTRUCTION NOTE:
1 �I �
� j-; r` IQ. SAWCUT 8 REMOVE EXISTING CURB 8 GUTTER.
6 •: '; ; Y 1 0�1�' INSTALL CONCRETE DRIVE APPROACH PER CITY
' `�E . ►.. 1 1 !1b OF TEMECULA STANDARD NO. 207.
I 0 ' •JEREZ LANE
LD97.-131GR
Plan Prepared Under Supervision Of RECOMMENDED BY: ,,/� 2/�d/��
CITY OF TDEPARTMENT OF PUBLIC WORKS PROJECT NO.
POft C-►-r-K I✓114AL 1C6V1EW THE KEITH COMPANIES -
��� l24186w2 �113.000
ACCEPTED BY: DATE.: z 10 TRACT NQ.
WAYNE HARDS4N Date: I Z/"7
Civil Engineering ■ Land Surveying ► 2955 Red Hill Avenue PRINCIPAL ENGINEER FOR CITY ENGINEER t•" T PRECISE GRADING PLAN SHEET 2.
Mapping ■ Environmental Services Costa Mesa, CA 92626 RONALD J. PARKS
PP g R.C.E No.: Expires: R.C.E. No.: Expires: 9/30/OI �+
Water Resources ■ Land Planning (714)540-0800 -T r'' LOTS 1079 1081, 109 OF 2
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