HomeMy WebLinkAboutLot 18-20, 39-41 Precise GradingGRADING NOTES.
1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE,
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE 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 OR FILL SLOPES = 2:1.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN 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.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
LEIGHTON AND ASSOCIATES DATED DECEMBER 11, 1998.
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694--6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION 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 5' IN VERTICAL HEIGHT SHALL
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT
CODE SECTION 17.06 (RESIDENTIAL), 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO
THE APPROVAL OF FINAL INSPECTION.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
MATERIAL.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO..PLACEMENT OF
FILL MATERIAL.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED
BY THE DIRECTOR OF PUBLIC WORKS.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE -TENTHS (1.5)
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
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 GROUND COVER, SHALL BE
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTEIRS; TREES, 20' ON CENTER; COMBINATIONS,
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER
10.R.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
RECTION OF ERRORS OR MISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRI TE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
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CALL TOLL FREE
1-800-422--4133
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD IDATE BY
Contractor
Inspector
Date Completed
LEGEND
TOP OF CURB
FLOW LINE
HIGH POINT
FINISHED GRADE
FINISHED SURFACE
GARAGE FLOOR
PAD ELEVATION -
FINISHED FLOOR
DRIVEWAY
SLOPE
LOT NUMBER
UNIT TYPE
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41.67'
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12
3550
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PRECISE GRADING PLAN
Tract 2,8,510-1
PHASE 5, LOTS 18-20, 39-41
Tract 2,8510-
PHASE
5, LOTS 1-19, 39-43
v; I
TYPICAL FOOTPRINT
N. s.
BENCH MARK
INDEX MAP
SCALE : 1 " = 200'
LOTS INCLUDED
REVISIONS DATE ACC'D BENCH MARK SCALE 0pV SS14DESIGNED BY DRAWN BY CHECKED BY
p ` T� EWS I EWS I MT
HORIZONTALell
SEE ABOVE AS SHOWN w No. 43090
Exp. 3/31-04
VERTICAL s"' el y Iv
N/A lF OF Ct`�l�`R.C.E. No.,
PI ns rep r d Under The Supervision Of
Date: Z
L Ad90
MAN
Expires 3-31-04
PROJECT SITE
TO SAN DIEGO
VICINITY MAP
NOT TO SCALE
HIGH POINT
DAPI CI C\/ -Il 0 ' Wk
ELEVAT I ON :
1091 .074
OWNER/DEVELOPER
UNIT
RIVERSIDE COUNTY DESIGNATION : T-46-81 STAMPED ON 2, k 1/2"
1 SOT GRADING (30 LOTS x 15 CY/LOT)
t
Robert Beim, Fill iam Fmst do Associates
BRASS DISK
IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO
WOODS I DE CHANTEMAR , INC.
PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS
CALIFORNIA
ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET
A CALIFORNIA CORPORATION
27555 YNEZ RN, S. Opp *MEUA CA. 92gg1
-JEFFERSON
AVENUE TO THE INTERSECTION OF JEFFERSON AND
23121 ANTONIO PARKWAY
( 909) 676-8042 FAX ( 909) 676-7240
WINCHESTER
( HWY-79) , 2.0 MILES N/E ON WINCHESTER ROAD ( HWY-79) ,
5' (T B 5'
,
TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS
SUITE 120
MIN NOS) MIN
CREEKFORK.
IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE
RANCHO SANTA MARGARITA,
PADz
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ABUTMENT 3'
E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX.
CA. 92688
INDEX MAP
SCALE : 1 " = 200'
LOTS INCLUDED
REVISIONS DATE ACC'D BENCH MARK SCALE 0pV SS14DESIGNED BY DRAWN BY CHECKED BY
p ` T� EWS I EWS I MT
HORIZONTALell
SEE ABOVE AS SHOWN w No. 43090
Exp. 3/31-04
VERTICAL s"' el y Iv
N/A lF OF Ct`�l�`R.C.E. No.,
PI ns rep r d Under The Supervision Of
Date: Z
L Ad90
MAN
Expires 3-31-04
PROJECT SITE
TO SAN DIEGO
VICINITY MAP
NOT TO SCALE
HIGH POINT
DAPI CI C\/ -Il 0 ' Wk
TYPICAL SIDE YARD DRAINAGE
LARGE ESTATE HOMES ARE 25' SETBACK MIN.
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
I. ABOVE PAD ELEV. 5' MIN. P/L
6" MIN.aw 99
3' MIN. 1' w"O1'
ROUND OFF TOP MUDSILL MIN. MIN.
P/L
5'
12" MIN.
ION A - A
YARD SLOPES GREATER
IN VERTICAL HEIGHT
CONSTRUCTION NOTES & QUANTITY ESTIMATE
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CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
I. ABOVE PAD ELEV. 5' MIN. P/L
6" MIN.aw 99
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ROUND OFF TOP MUDSILL MIN. MIN.
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CONSTRUCTION NOTES & QUANTITY ESTIMATE
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RECOMMENDED BY: DATE: LfD
ACCEPTED BY: DATE:
DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER
RONALD J. PARKS
R.C.E. No. 19744 Expires 9-30-01
5' MIN. 6" MIN.
3' MIN.
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CITY OF TEMECULA DEPARTMENT OF PUBLIC warns
TRACT N0. 28510
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28510-2 LOTS 1-19 & 39-43
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CITY OF TEMECULA DEPARTMENT OF PUBLIC warns
TRACT N0. 28510
g= PRECISE GRADING PLAN
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28510-2 LOTS 1-19 & 39-43
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CALL TOLL FREE
1-800-422-4133 _
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD IDATE BY
Contractor
Inspector
Date Completed
CAMPANA CIRCLE
1 11/1V 1 w..r.l .FF -11 \ 1
BENCH MARK
CAMPOS VERDES MIDDLE SCHOOL
ELEVATION : 1091 .074 OWNER/DEVELOPER
RIVERSIDE COUNTY DESIGNATION : T-46-81 STAMPED ON 2, k 1/2"
Robert Being Fill id m r MSt & ASSOCiateS I BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS I DE CHANTEMAR , INC.
PROFESSIONAL ENGINEERS, PLA40S k SURVEYORS CALIFORNIA ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION
27555 YIEZ ROAD, STE. 400 &MECUA CA. 92591 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY
(909) 676-8042 , FAX ( 909) 676-7240 WINCHESTER ( HWY-79) , 2.0 MILES N/E ON WINCHESTER ROAD ( HWY-79) , SUITE 120
TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS
CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA,
ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX.1 CA. 92688
REVISIONS DATE ACC'D BENCH MARK SCALE Q%OVESSJO DESIGNED BY DRAWN BY CHECKED BY
��� A j y f, EWS EWS MT
HORIZONTAL �� ��� �� flans Prep ed der The Supervision Of
SEE ABOVE AS SHOWN w No . 43090
ce- Up. 3/31-04 Date: C'Y-1;C411660
VERTICAL Jr 01 V IV ��� MIC AEU A. TY N
N/A 'lF 01' ����R . C . E . No . 430 Expires 3-31-04
NELLIE COURT
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RECOMMENDED BY: DATE: SA401_190-v
ACCEPTED BY: �4 4^' DATE: s/� o0
DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER
RONALD J. PARKS
R.C.E. No. 19744
Expires 9-30-01
CHA'NTEtiTA� WkY
TRACT BOUNDARY
M
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84.67'
--M. �
* BACKFLOW VALVES- LOTS 4-6
CITY OF TEMECULA DEPARTAENT OF PUBLIC WORKS
TRACT N0. 28510-2
PRECISE GRADING PLAN
LOTS 1- 12
LD00-082GR
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SHEET 3 OF 4
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CALL TOLL FREE PROFESSIONAL ENGINEERS, PLAMERS k S1IRVEYORS
1-800-422-4133rjw 2�'� ROAD, STE. 400 9E]EULA CA. 951
(909) 676-8042 , FAX (909) 676-7240
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D
MT REVISED LOT 16 /00
Contractor
Inspector
Date Completed
1
L1327 r•. �
�•.
BENCH MARK
ELEVATION : 1091.074
RIVERSIDE COUNTY DESIGNATION : T-46-81 STAMPED ON 2, k 1/2"
BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO
CALIFORNIA ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET
-JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND
WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79),
TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS
CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE
ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX.
E
OWNER/DEVELOPER
WOODSIDE CHANTEMAR, INC.
A CALIFORNIA CORPORATION
23121 ANTONIO PARKWAY
SUITE 120
RANCHO SANTA MARGARITA,
CA. 92688
BENCH MARK SCALE Q%0 V E S 5 JON'S!
� A.
HORIZONTAL
Or -
SEE
SEE ABOVE AS SHOWN W No. 43090
Exp. 3/31-04
VERTICAL IVI
N/A F OF C k`lF0
DESIGNED BY DRAWN BY CHECKED BY
EWS EWS MT
Pla s PrepaAN
Under The Supervision Of
4 Date: l000
MICHAE A. T
R.C.E. No. 430 0 Expires 3-31-04
CAMPOS VERDES MIDDLE SCHOOL
•
RECOMMENDED BY: 10JOIA DATE: "�.fo/Ly
7'
ACCEPTED BY: �✓ DATE: S 30 Qo
DEPUTY DIR. OF PUBLIC WORKS, FIN2 CITY ENGIrEER
RONALD J. PARKS
R.C.E. No
19744
xpires 9-30-01
* BACKFLOW VALVES- LOTS 13-169 42,43
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
TRACT N0. 28510-2
PRECISE GRADING PLAN
LOTS 13-19, 39-43
LD'00-082GR
Drawing No.
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SHEET 4 OF 4
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