HomeMy WebLinkAboutLot 38-43, 73-77 - Precise Grading C)
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LEGEND
PRECISE 4:3FLADINIS PLANQ
BACK
GRADING NOTES: DF/ - DEEPENOEDSFOEOTIING
FL -- FLOW LINE
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE APPENDIX, FS -- FINISHED SURFACE
--
CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. S01MBROSA FG FINISHED GRADE
GB - GRADE BREAK
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A GF - GARAGE FLOOR
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. HP - HIGH POINT
LP --- LOW POINT
3. MAXIMUM CUT AND FILL SLOPES = 2:1 . TC -- TOP OF CURB
PASEO DEL SOL TF -- TOP OF FOOTING
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. TG -- TOP OF GRATE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL TW - TOP OF WALL
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION -- TRACT BOUNDARY
REPORT FOR ALL FILLS OVER 1' DEEP. TRACT NO , 18 - RETAINING WALL (BY SEPARATE PERMIT)
90 - LOT NUMBER
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN PLAN 4C - HOUSE PLAN TYPE
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, FF=1 109.67 - FINISH FLOOR
ELEVATION AND LOCATION OF CUT FILL SLOPES. HA 0 AND 7 7 PAD=1109.0 - PAD ELEVATION
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 UNLESS OTHERWISE NOTED ON PLAN
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND SEE PLAN FOR DRIVEWAY GRADE
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF J G�
THE PRELIMINARY SOILS REPORT.
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10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 -o �, O
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION _ ���� 190 MIN. Q�
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. <v
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR M •� ,+t, �z
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN �]P' �` c•l�
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. P►r-� 30
' 9a MIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, � s*
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. °•
05
d° � �, P L FF=1 109.fi7 MIN
MIN. PLAN 4C 2% MIN.
_.
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 0 9 z PAD=1 109.0 z
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 3 1' GF=1109.0
AND DAMAGE TO ADJACENT PROPERTIES. // �"�'� fi r MIN. MIN.
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. / :` N 2% MIN.
�
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY // +►•
PAD 21% MAX. �
'/
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 ,// �� . + •� SWALE
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES , : �b •� I N
OVER 30' IN VERTICAL HEIGHT.
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING // r' 0 wtiY- � TYPICAL LOT
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION WITH RESPECT TO MEAN 0 Etit"C --� d SIDEYARD LOT DETAIL
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS '� N.T.S. DRAINAGE DETAIL
REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. r ot �g
> � v' ed 00 N.T.S.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS IX 00 �• M G
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND •� ,d �'
a�
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL �• � � r� s
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ` SO d• \�
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R IS0
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR fi St ,ri m _ •
A MINIMUM OF 3 FEET. EASEMENT FOR �0� 61%
STREETS AND •y x: 0 S DE P
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PUBLIC UTILITY
PURPOSES � Q •"'' 4 • RD. �o
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF .y to s• -
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 , M "19 00
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. f !'•`�
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 5� 4i'o� �m
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„_ VICINITY MAP v
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING SCALE. 1 -120
E 'oG Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION N.T.S.
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cT Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: i
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN
Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS CONTINENTAL HOMES in
1 -800 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22.56'23"W in
12636 High Bluff Drive a_OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 0)Suite 300
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. LDOO-- 182GR
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pa n i es l PLAN SCALE
QFESS/ Inland Empire Division AS SHOWN CITY OF To
oQR p p DEPARTMENT OF PUBLIC WORKS Drawing No. o
Contractor �� ' civil < PROFILE SCALE RECOMMENDED BY: DATE: -�
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George A. I,enfestey ' 22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 �C
Inspector `Y No. 45920 NA ACCEPTED BY: v DATE: �� r ° PRECISE GRADING PLANS
Date SEE ABOVE Exp.12-31-02 Plan Prepared Under Supervision Of RONALD J. PARKS TRACT N 0. 24182-4
Completed `f�q�, �P Date DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS
F OF CGEO KG Ej A. VOTrorSTY DESIGN BY: CG - LD PHASE 2
R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: CG R.C.E No. 19744 Expires 9/30/01 LOTS 38-47 AND 73-77 Sheet 1 of 2 0
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of Southern California NOTE:
SEE LANDSCAPE PLANS FOR PLANTING
Call: TOLL FREE
AND DETAILS.
1 -800 1 20
422-4133 z
TWO WORKING DAYS BEFORE YOU DIG LDOO- 182GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE
The Keith Companies
ESS/ CITY OF TEMECULA CN
Contractor O QRS Inland Empire Division 1 =20' DEPARTMENT OF PUBLIC WORKS Drawing No. -
Civil RECOMMENDED BY: DATE: ... /4046 0
PROFILE SCALE 0
George A. 'Loenfestey 22OW cactus Avwwm Sub 3W ►Abw Vbhy 04 9M-9024 (909) 653-0234 0-)
Inspector rT-i NA
Date SEE SHEET 1 No. 45920 ACCEPTED BY: r ®r- DATE: L,-.3. PRECISE GRADING PLANS
Completed Exp.12-31-02 Plans ared Under Supervision Of RONALD J. PARKS TRACT NO. 24182-4 CD
r Date DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS -6
OF- GEOR(�t L DESIGN BY: CG - LID PHASE 2
19744 9/30/01
R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: CG R.C.E No. Expires LOTS 38-47 & 73-78 Sheet 2 of 2 C)
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