HomeMy WebLinkAboutLot 44-55 Precise Grading GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING PLAN
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. C�C�F
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES SHALL BEA R�H�O RorQ
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ROAD
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3. MAXIMUM CUT AND FILL SLOPES = 2:1. CROWNE HILL FAIRMONT �N ��
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. AUS PROJECT SITE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL ��► VIA RAMI c
CERTIFY THAT A FIA �' CRE
REPORT FOR ALL FILLS OVER 1' DEEP.
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION � o � M�AgEa � � LACE
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6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN ¢ ROAD a nPHASE 4 TRACT NO , 23143 6 r
11
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION OF CUT FILL SLOPES. �Ftiq
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. LOTS 44 55oFp P10 PILO
RD.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. RO��
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS HWY. 79
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07-01--02 AND ALL TO SAN DIEGO
THERETO.ADDENDA D PINCLUDEE
ARTMENT WHICH SHALL CLUDE FOUNDATION REPORTL COMPACTION DESIGNRECOMMENDATIONSANDALL BE SUBM17TED TO THE CITY
ENGINEERING VICINITY AP
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF �� NOT TO SCALE
THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL (909)694-6411 AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
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11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES UA T E ��
Q EQUAL 0 0 R (±
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN P.L.
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 1r
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �►' 3a
40Q •
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, / 1 X MIN. ,r a
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 41 42 1
/
43
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A I
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENTF FIMATERIAL.
0 LL .�.. II Q � III C5 M N M .
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE TRACT BOUNDARY r 93 ' TRACT BOUNDARY MIN.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER 49 II III IN. B 2% B
AND DAMAGE TO ADJACENT PROPERTIES. 48 I MIN.
A A
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
47 45 �'� III z
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16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY T _rw� I III
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ;'-p I 5 I Vol
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. IL
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE a z
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES III .-
OVER 30' IN VERTICAL HEIGHT.
II III � *�
18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 10 11 ?2 �PLIANCE 13 ,o N
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 11- llfl
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS WAY
I II I
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
IF
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19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUNDS }•�(� TYPICAL LOT
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL DRAINAGE DETAIL
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT I I INDEX MAP N.T.S.
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 3
L.. -- 6o 25 50 100 UNLESS OTHERWISE NOTED ON PLAN
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4! PER FOOT FOR \ I
A MINIMUM OF 3 FEET. BACKWATER � --
�53 ��, _ SS' SEE PLAN FOR DRIVEWAY GRADE
VALVE CHART 152 I GRAPHIC SCALE: 1"=50'
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SO 51 I
LOT LOT
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF \ \
ANY CONSTRUCTION/GRADING. 44 NO 50 NO SHEE 1 1 a 251 P.L.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTSDOES NOT RELIEVE THE APPLICANT AND HIS
45 NO 51 NO 1 1 MIN.
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 1 \ z MIN. -- z � FOOTING EMBEDMENT
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 46 NO 52 NO \ 1 � , FL 2►* � DEPTHS SHALL CONFORM
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 'S4 \ MI TO 97 UBC SEC. 18061
47 NO 53 NO °� 81 PRA
� o N• REQUIREMENTS, I.E. 1224. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. �� B!5 , � m at, MIN FOR 1 STORY AND
48 NO 54 NO 18" MIN. FOR 2 STORIES
25. SEE APPROVED "WALL AND FENCE PLANS' FOR YARD AND PERIMETER WALLS AND FENCES. O FL 3* UN
49 NO 55 NO � MIN. z LESS OTHERWISE SPECIFIED
26. W.D.I.D. 9335317203
BY GEOTECHNICAL REPORT.
27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES
FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL
ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE W 2% MIN. IN. rI
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 80 BB �: PAD ELEV.
20% MAX.
EARTHWORK UANTITIES: *'4 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2MIN.
«,a �, 4W IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D" 200 7: MAX.
CUT = 600 CUBIC YARDS (50 C.Y./LOT)
FILL = 600 CUBIC YARDS (50 C.Y./LOT) t _ �
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SECTION -
a H.T.S.
LEGENDS 2'
AC -- ASPHALT CONCRETE TF --- TOP OF FOOTING
G � P.L.
BF - BACKFLOW PREVENTER TG - TOP OF GRATE z I S'
DF - DEEPENED FOOTING _ .,.. .,.�, _ J MIN. o s MIN.
DW -- DRIVEWAY ---- -- FLOW UNE BOUNDARY Z PAD ELEV. o
FG - FINISHED GRADE F.L. c�
FL - FLOW LINE -� SLOPE (2:1 MAX.) PLAN 1 PLAN 2 PLAN 3 PLAN 4 1, 15"-20*MIIN. z ; 3. FL �
FS FINISHED SURFACE 90 - LOT NUMBER 2,283 SF 2,584 SF 2,882 SF 2,846 SF EROSION CONTROL BERM P.L. MIN. ��^ �.
GB - GRADE BREAKFL
GF - GARAGE FLOOR PLAN 4C _ NOUS PLAN TYPE CL
2' �-=� MCI P o 1n .
E E - --; AD ELEV. M I L3
HP - HIGH POINT FF-1109.67 - FINISH FLOOR ELEVATION INTERNA SIDES MIN. ; FOOTING TO BE N. CL
INV _ INVERT PAD--1109.0 _ PAD ELEVATION HOUSE PLAN LEGEND EXTRA DEPTH OF i 2�� �' PAD ELEV. - •::�-=-� = � o
TC TDP OF CURB ICU
APN • - e PLANS (TYP) ~� * U
. 9 5 2 - 5 7 2 SECTION D D Z
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N.T.S. 10 DIMENSIONED ON * :: M, PAD ELEV.
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 2X MIN. 2x MIN. `°
Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 1� M►N. ='`=�'-" 20X MAX. MIN' 20% MAX. cn
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Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS �► - "OB-By
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of Sodrn calffornia CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN OWN ER/DEVELOPER. PAD ELEVSECTION
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MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS PAD N.T.S. A
Call: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY CALIFORNIA BEING N 22'56'23"W GREYSTDNE HOMES 2% MIN. r
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 40980 COUNTY CENTER DR., SUITE 110 SECTION •C-C• lox MAX. Z
422---4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. TEMECULA, CA. 92591
�o ORI(Vc DM eDTft You M ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (909) 719-1454 N.T.S. LD03- 1 99GR '�
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE
As NOTED CITY OF T %0
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e.V110DEPARTMENT OF PUBLIC WORKS Drawing No. N
Contnvctor RECOMMENDED BY- DATE: a�'""� PROFILE SCALE00
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53613 , ACCEPTED BY: DATE: 3 PRECISE GRADING PLANSICU
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DIRECTOR OF PUBIC WORKS PHASE 4 TRACT NO. 23143-5
cw�� �P Date DRAWN BY. DS8
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE Q
1„=30' CITY OF TEMECULA
ESS/ DEPARTMENT OF PUBLIC WORKS Drawing No. a
CO"t"�Or '"'� s� PROFILE SCALE RECOMMENDED BY: DATE: 21 �3
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Inland Empire Division
Inspector SEE SHEET 1 53613 r o �», su9� X10 �•r. CA 9M--M4 (909) M-0234 CD
---� ep- PRECISE G RAD I N G PLANS N
ACCEPTED BY: DATE. 3
Date • 09/30/07
P s P p ed Under Supervision Of RONALD J. PARKS TRACT N0. 23143•"-6 cu
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DEPUTY DIRECTOR OF PUBLIC WORKS ao
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CML Date�� �8 "ZCD�` ,� DRAWN BY: D S B
cp CA'\ R.C.E No. Expires _ 06-30-07 ,�- DESIGN BY: R.C.E No. 197cu
" Expire: 930 05 LATS 44--rJJ Sheet 2 of 2 0
CHECKED BY: