HomeMy WebLinkAboutLot 18-45, 52-65, 73-87 Precise GradingGRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33,
AS AMENDED BY ORDINANCE 93-04.
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 AND 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 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 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 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 CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
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.
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 AS SHOWN
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 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, IT MUST BE CLEARED, KEYED,
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS 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 APPROVED METHODS.
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 LEAST ONE AND FIVE TENTH (1.5) SHALL BE
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES
OVER 30' IN VERTICAL HEIGHT.
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION 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 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 114.0 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 CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT.
EARTHWORK QUANTITIES
CUT = 1,995 CUBIC YARDS (35 C.Y./LOT)
FILL = 1,995 CUBIC YARDS (35 C.Y./LOT)
ORE yon, Underground
cF� Service Alert
of Southern California
Coll: TOLL FREE
1--800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD
Contractor
Inspector
Date
Completed
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81
2 1/2 " BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION
OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO
CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A
7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N.
OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD.
FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT.
ADJ. DATE 9/13/82 ELEV_ 1128.410
REVISIONS
MIAMI
MMIM
MIAMI
BASIS OF BEARING
PRECISE GRADING PLAN
FA
LAS SENDAS
PfiLSE0 DEL SOL
TRACT NO. 24187-1
PHASE 2
LOTS 18-4 5, 52-65 &7 m 7
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION
OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS
SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN
BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS
OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W
BENCH MARK
SEE ABOVE
SEAL:
pRpFESS/�N�
PH S lF
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a No. 18784
Exp. 6/30/05
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INDEX MAP
SCALE: 1" =140'
OWNER/DEVELOPER:
TRIMARK PACIFIC HOMES
85 ARGONAUT, SUITE 205
ALISO VIEJO, CALIFORNIA 92656
TEL. (949) 465-1655
The Keith Companies
Inland Empire Division
22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234
a epared Under Supervision Of S
Date
E. JOS P SHA
R.C.E. o. 18784 EXPIRATION DATE 6/30/2005
PRECISE GRADING
CONSTRUCTION NOTES:
1� INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 301
2� INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL)
INSTALL 4" PVC (SCHEDULE 40)
PLAN SCALE
AS SHOWN
PROFILE SCALE
NA
DRAWN BY: JR
DESIGN BY: CG - LD
CHECKED BY: CG
LEGEND
BW --
BACK OF SIDEWALK
DF -
DEEPENED FOOTING
FL -
FLOW LINE
FS -
FINISHED SURFACE
FG -
FINISHED GRADE
GB --
GRADE BREAK
GF -
GARAGE FLOOR
HP -
HIGH POINT
LP --
LOW POINT
TC -
TOP OF CURB
TF -
TOP OF FOOTING
TG -
TOP OF GRATE
TW -
TOP OF WALL
-
TRACT BOUNDARY
-
RETAINING WALL (BY SEPARATE PERMIT)
90 -
LOT NUMBER
PLAN 4C -
HOUSE PLAN TYPE
FF=1 109.67 -
FINISH FLOOR
PAD= 1 109.0 -
PAD ELEVATION
P.L.
MIN.
SIDEYARD LOT DETAIL
N.T.S.
1[SZsI01.,
RECOMMENDED BY: DATE: �
ACCEPTED BY; A DATE: (v t4be/
RONALD J. PA KS
DEPUTY DIRECTOR OF PUBLIC WORKS
R.C.E No. 19744 Expires 9/30/01
Ci l
UNLESS OTHERWISE NOTED ON PLAN
SEE PLAN FOR DRIVEWAY GRADE
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DRAINAGE DETAIL
N.T.S.
VICINITY MAP
NOT TO SCALE
CITY OF TEMECULA
DEPARTMENT OF PUBLIC WORKS
PROJECT
SITE
CAMPANULA WAY
PRECISE GRADING PLANS
TRACT NO. 24187-1
PHASE 2
LOTS 18-451 52-65 & 73-87
-11
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REVISIONS
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PRECISE GRADING
CONSTRUCTION NOTES:
1� INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 301
2Q INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL)
3� INSTALL 4" PVC (SCHEDULE 40)
DATE IACC'D
BENCH MARK
SEE SHEET 1
SEAL:
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R.C.E No. 19744 Expires 9/30/01
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( IN FEET) N
30' 0 30' 60' 90' a_
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PRECISE GRADING PLANS
TRACT NO. 24187-1
PHASE 2
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1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION
RECORD
DATE
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Contractor
Inspector
Date
Completed
REVISIONS
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PROFILE SCALE
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DRAWN BY: JR
RECOMMENDED BY: DATE:
ACCEPTED BY: DATE:
RONALD J. PARKS
DEPUTY DIRECTOR OF PUBLIC WORKS
DESIGN BY: CG — LD 197449/30 01
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TRACT NO. 24187-1
PHASE 2
LOTS 18-28 & 43-45 Sheet 3 of 5
Ci
/FE r� Underground
c'1y Service Alert
of Southern California
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD I DATE I BY
Contractor
Inspector
Date
Completed
REVISIONS
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R.C.4. No. 18784 EXPIRATION DATE 6/30/2005
PLAN SCALE
1"=30'
PROFILE SCALE
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DESIGN BY. CG LD
CONSTRUCTION NOTES:
1D INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 301
Q INSTALL 12"02" DRAIN GRATE (NUMBER'S 1230 OR EQUAL)
Q INSTALL 4" PVC (SCHEDULE 40)
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ACCEPTED BY: DATE: &4!10
RONALD J. PARKS
DEPUTY DIRECTOR OF PUBLIC WORKS
R.C.E No
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Expires 9/30/01
GRAPHIC SCALE
( IN FEET )
1 " =
30
LD01--087GR
CITY OF TEMECULA
DEPARTMENT OF PUBLIC WORKS I Drawing No.
PRECISE GRADING PLANS
TRACT NO. 24187-1
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REVISIONS
PRECISE GRADING
CONSTRUCTION NOTES:
1Q INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 301
2� INSTALL 112"02" 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL)
INSTALL e PVC (SCHEDULE 40)
DATE IACC'D
BENCH MARK
SEE SHEET 1
SEAL:
QRo��sslo�,�
P H S F
�Fq
No. 18784
Exp. 6/30/05
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OF CAT�
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The Keith
Companies
PLAN SCALE
Inland Empire Division
1 N =30'
PROFILE SCALE
RECOMMENDED BY: Mgt DATE:
22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234
NA
rlAL
ACCEPTED BY: DATE:
P P
pared Under Supervision Of
RONALD J. PARKS
DEPUTY DIRECTOR OF PUBLIC WORKS
Date ;d/�
DRAWN BY: JR
E. JOSE AW
R.C.E. 8784
I if
EXPIRATION DATE 6/30/2005
DESIGN BY: CG - LD
R.C.E No. 19744 Expires 9/30/01
CHECKED BY: CG
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GRAPHIC SCALE
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( IN FEET) N
30' 0 30' 60' 90'
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CITY OF TEMECULA
DEPARTMENT OF PUBLIC WORKS
PRECISE GRADING PLANS
TRACT NO. 24187-1
PHASE 2
LOTS 73-87
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