HomeMy WebLinkAboutTract Map 22915-1 Lot 1-15 Precise Grading 1
-
LDGRADING NOTES
O1. ALL GRADING D NG SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER 70, AS
AMENDED BY ORDINANCE 457.
Lj 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE 1%. DRAINAGE
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF
2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPES = 2:1.
NO 4. PROVIDE A 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
N GA``FORNIA mG � 5. ALLOGRADINGRSHALLGH.A SLBE DONE
RptyG ,� UNDER THE SUPERVISION OF A COMPETENT SOILS
�C ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER V DEEP,
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
Ok O <O ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
.o GRADING IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
RO 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, ALONG
RANCHO v1S TOP OSLOPE.
8. FINALCOMPACTIONREPORT WILL BE REQUIRED OU RED FOR ALL FILLS GREATER THAN ONE
FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
PROJECT SITE - _-_ - THE PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS DATED 12/9/91
- - - TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
VICINITY MAP _- RECOMMENDATIONS AND CERTIFICATION THAT
GRADIN
_ - G HAS BEEN DONE IN
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS
- ---- — - - REPORT.
N T.S.
-- 0.
THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
- DEPARTMENT, TELEPHONE (909) 694-6411, AT LEAST 24 HOURS IN ADVANCE
_- - PERMIT LIMITS REQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
RANCHO VISTA ROAD / MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED
WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND
EARTHWORK QUANTITIES INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL
OF FINAL INSPECTION.
�'J I
CUT FAL
12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
�4 13. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
VOLUME: 300 CYS 300 CYS
1 THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
14. NO FILL SHALL BE PLACED ON EXISTING GROUND
- a�� _ � � _ � � � � D HAS BEEN
� UNTIL THE GROUND CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
t O 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO CORTE DEL CERKO �/� O \ \ FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND
O TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
9 \ \ PROPERTIES DURING GRADING OPERATIONS.
-) -� 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
r r \ PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER.
OVER 15IN VERTICAL E SLOPES
'
l H EIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED
'Irl, WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE
PLANTED AT 10 ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON
I `
i CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
AA SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.
\. - ' f �r 17. ALL PROPERTY CORNERS SHALL BE CLEAR C , CHAPTER 10.r.
f COMMENCEMENT� LY DELINEATED IN THE FIELD PRIOR TO
�l
J 18. APPROVAL OF THOESE PLANSF ANY BYS T
CITY OR AGENT
S DOES NOT RELIEVE THE
���►1' �G� APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
_
i G f 2 - r ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
D2 APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
' �J �►4' i J ENGINEER FOR REVIEW AND APPROVAL.
GOA
Y J I I D GQ' 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
J / / , THE ELEVATION (WITH RESPECT TO MEAN CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
f ARE REQUIRED
SEA LEVEL) SHALL
�J ��G BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
S IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN,
FIRE HYDRANT
NOTICE TO CONTRACTOR
O AIR RELIEF
100"
INDEX -MAP_ _ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR OTHER
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT UTILITIES SHOWN AND ANY OTHER UTILITIES NOT OF RECORD OR
LEGEND NOT SHOWN ON THESE PLANS.
P PAD
(TC) EXISTING TOP OF C
TC TOP OF CURB
FL FLOWLINE R R R
HP lGI POINT �; ye ASI IF MN S' MIN 7' MIN
FF FINISHED FLOOR 3' MIN ' MHN 2' MIN 3' MIN d' MIN 3' MIN
GFF GARAGE FINISHED FLOOR 4 Q u" Q F� 4' MIN.
FS FINISHED SURFACE 5 FF
COMPACTE0.� 15` ,
ROUND OFF TO FF 8' MIN PAD BERM ABOVE PAD 8' MIN. PA
FF
FG FINISHED GRADE P.1001).00� P � PAD d' MIN DE�EINIFD FOOTING (VARIE DEEPENED FOOTING (VARIE
GAA,,B GRADE BREAK FFa0O°.50 FF P D00° (SEE PIAN)
LTJ WATER METER (EXISTING) + �'aDoso 12' TO 18' �0X MA `M'�, %TING
DEPTH VARIES 12' TO 18' (SEE PIAN) MIN
50. 1 x. �. Zp1f. (12' MIN) MAX
2X MIN. 20'�
IN SEWER CONNECTION (EXISTING) NOTE TOTAL FOOTING DEPTH. DEPTH PER ARCM
DF DEEPENED FOOTING I �
NOTE! TOTAL FOOTING DEPTH. DEPTH PER ARCH PLANS EXTRA DF PER PRECISE GRADE PLANS PIANS • EXTRA D.F. PER PRECISE GRADE PLANS
U LOT NUMBER 1. uw-a � TYPICAL REAR YARD BE TYPICAL SIDE YARD DRAINAGE SIDE YARD DRAINAGE
2AR UNIT TYPE AIS ELEV TION ` Z
z AT TOP OF SLOPE
CONSTRUCTION NOTE'
■ DEEPENED FOOTING
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EXISTING 2:1 SLOPE UT�FR_L NOTE GARAGE PADS - PAD ELEV 0.5 FEET (TYPICAL)
FG ELEVATIONS AT ALL BUILDINGS CORNERS = PAD GRADE (TYP.) a
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TYPICAL LOT DRAINAGE AND SETBACK DETAIL PREPARED BY: I:
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unsafcrIc
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UNDERGROUND SERVICE ALERT SOILS ENGINEER W
ALL UNITS WILL HAVE ROLL UPARAGE DOORS.
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4 0811 Toll FREEcr
PACIFIC SOILS TAYLOR WOODROW HOMES
1-
ssocrates Irvine, Inc.
7370 OPPORTUNITY ROAD 24461 RIDGE ROUTE DRIVE
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422-4133
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TWO WORKING DAYS BEFORE YOU DIG AN LAGUNA HILLS, CA. 92653 Planning EaBlaaljfl8 surveying
(QSDIEGO, CA. 92111 � Q
`619) 560-1713 (714)581 2626 3 HUGHES IRVINE, CALIFORNIA 92718 (n4) 593-1010
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CITY OF TEMECULA
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CONT RAC T OR zI� � 1/2" BRASS DISC IN CONC, CYLINDER LOCAT�D HORIZONTAL � Pj M Sq� � IvJJJ UA 1 E 9/27�� U t r"r1 r{ i � '
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INSPECTOR RANCHO CALIFORNIA ROAD TO THE INTERSEC ON R.C.E No, 44180 ACCEPTED B Y: m
OF RANCHO CALIFORNIA ROAD AND MARGARIT R -- � Expires 8/30/ti7 DATE: 9-Z 7�L� TRACT N O. Z Z 916-1
IN THE N.W. COR. OF THE INTERSECTION r E. OF VERTICAL 1hG!/tr� DATE 9/2Z/'¢ PRINCIPAL GI ER, FOR CITY ENGINEER °'
DATE COMPLETED A 7' CMAINLINK FENCE. 21'x18' AROUND SO.CAL.t3A -- ` tfj, �r
— VALVES, 40' N. OF P-P.(NO £) 04' N. OF THE CEN- Y��� CIVIC RAYMOND A. CASEY PHASE 7 N
TER LINE OF RANCHO CALIFORNIA RD. FIBERGLASS \�\� R.C.E NO 44180 EXPIRES os/30/97
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- - ---- COUNTY OF RIVERSIDE C No ER 40C �P� �c OLIVER NGUYEN OLIVER NGUYEN KURT SAXON RECOMMENDED BY, DATE: 9 ,/ DENA�s MEN i Ur h Ut3LiL VVUr�K` LL o
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INSPECTOR _ --- --- OF RANCHO CALIFORNIA ROAD AND MARI^,ARI7A R
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DATE COMPLETED VALVES, 40' N. OF P.P.(NO f) 94' N OF E CEN- 000f RAYMOND A. CASEY PHASE 7
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UNDERGROUND LEG ND 30 o Is 30 so
Call: Toll FREE
O INSTALL TRAFFIC VALVE BOX, BROOKS MODEL NO. 1-RT 2 EACH
FIRE HY�RANT OR J & R CONCRETE MODEL NO. V-2R
1-800
IN FEET
422-4133
1 inch - 30 ft.
I
TWO WORKING DAYS BEFORE YOU DIG t/
CONSTRUCTION RECORD DATE BY REVISIONS ACC' BENCH MARK SCALE SEAL DESIGNED BY DRAWN BY CHECKED BY /' •� TE:.t CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS DRAWING No.
BY.G�_/7�'�'-- -
12 REPLOT BUILDING RECOMMENDED ----DAG PLAN 6 FOR LOT 13. COUNTY OF RIVERSIDE B.M. No. T-29 81 O ►�. S,��
2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED HORIZONTAL ���J�,\ *Oy�',, �v�s�0►� 04t-Y
CONTRACTOR ---------------- FROM THE INTERSECTION OF FRONT ST. AND PLANS PREPARED UNDER SUPERVISION OF
RANCHO CALIFORNIA ROAD. 1.8 MILES N.E. ON -� f�sy , PRECISE GRADING
RANCHO CALIFORNIA ROAD TO THE INTERSECTION - 30� R.C-E No. 44180 ACCEPTED BY: ___ _DATE: ___!�
EV&n 6/30/97 TRACT NO. 22916-1
INSPECTOR ---------------- OF RANCHO CALIFORNIA ROAD AND MARGARITA RD. {} PRINCI AL ENGINEER, F CITY ENGINEER
.W.
IN THE NCOR. OF THE INTERSECTION 1' E. OF VERTICAL s ��
A 7' CHAINLINK FENCE. 21'x18' AROUND SO.CAL.GA lq�, CIV++. � ---- -�'-- �� DATE _� ZS' �� RAYMOND A. CASEY PHASE T
VALVES. 40' N. OF P.P,(NO /) 94' N. OF THE CEN- a< CAL1� B
GATE COMPLETED ------------- TERLINE OF RANCHO CALIFORNIA RD. FIBERGLASS R.C.E. No.__ 44180 EXPIRES _06L30197__ R.C.E. No. 41880 EXPIRES: 03/31/96 LOTS - �6 Sheet 2 0
NATNESS POST SET 1 MONUMENT,
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