HomeMy WebLinkAboutLot 62-77 Precise Grading PRECISE GRADINCi PLAN
GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE,
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PASEO DEL SOL LEGEND
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.
BW - BACK OF SIDEWALK
3. MAXIMUM CUT AND FILL SLOPES = 2:1. DF - DEEPENED FOOTINGTRACT NO , 185 FL -- FLOW LINE
FS - FINISHED SURFACE
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. FG - FINISHED GRADE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL LOT � 7 GB - GRADE BREAK
GF - GARAGE FLOOR
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION HP - HIGH POINT
REPORT FOR ALL FILLS OVER 1' DEEP. PHASE S 6LP -•- LOW POINT
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6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN TC - TOP OFCURB
-�- TOP OF GRATE
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING I
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, TF -- TOP OF FOOTING
ELEVATION AND LOCATION OF CUT FILL SLOPES.
TW - TOP Of WALL
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES.
I - TRACT BOUNDARY
- RETAINING WALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I
90 - LOT NUMBER
»
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS PLAN 4C -- HOUSE PLAN TYPE
I FF=1 109.67 -- FINISH FLOOR
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL r
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY PAD=1 109.0 - PAD ELEVATION I ,+
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. � I
•
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 � I
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION N
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. I n TO RIVERSIDE
TO CORONA c
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR " "
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GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN „ �, ;0
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM ERASION AND INSTABILITY IN
44 A*
ACCORDANCE r
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. p� z SPR G R
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,
a
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A u I RD v,
A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
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14. D " a
U NG ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE -1- o PROJECT
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER I M p AU8A R0' Ul SITE
P
AND DAMAGE TO ADJACENT PROPERTIES. � o
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. I Cly t Of Temecula p.
R
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
+ I pE
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. I " p `{IGH`PIAY 79 v
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17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE I „ M To SAN DIEGO A
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES „ n
OVER 30' IN VERTICAL HEIGHT. + �
VICINITY MAP
I
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING � � „ NOT TO SCALE
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN ` ��,r, •
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 N
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 I UNLESS OTHERWISE NOTED ON PLAN
I
SEE PLAN FOR DRIVEWAY GRA
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4!' PER FOOT FOR I �, " � „ �+ � ,� ■ DE
A MINIMUM OF 3 FEET.
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21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
• � �� 1% MIN. �,�
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF j �
ANY CONSTRUCTION/GRADING. C)0e11EsTEMI ccouKt ••
23. APPROVAL OF THE I �z
SE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS
N�
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVEREDI +4 as
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 01
+'
� +, I �
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. '" 9O MIN. _
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24. RETAINING WA
5
LLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. I MIN PLAN 4C 2% MIN. ItP.L. FF=1 109.50 1
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PAD=1 109.0 DO
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CONSTRUCTION NOTES I 3' 1 GF=1109.0
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ALCO ,► I MIN. MIN.
1� INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE a
PER CITY OF TEMECULA STANDARD DWG. 303. 2% MIN.
PAD
I 21% MAX. I fo►
2 INSTALL 12 X 12 DRAIN GRATE (NDS 1230 OR EQUAL) I
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INDEX MAP 0
_ SWALE �.� 000
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SIDEYARD LOT DETAIL TYPICAL LOT z
N.T.S. DRAINAGE DETAIL
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,FORE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING
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J. 9 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION
�► Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO -o
OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: �
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 120 60 120 240
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS
Call: TOLL FREE 7' CHAIN LINK FENCE 21 'x 16' AROUND SO. CALIF. GAS VALVES 40' N. TRIMARK PACIFIC HOMES m
1 -800 OF RIVERSIDE COUNTY CALIFORNIA BEING N 22'56'23"W 85 ARGONAUT, SUITE 205 GRAPHIC SCALE: 1"=120' �
422-4133 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD.
FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. ALISO VIEJO, CALIFORNIA 92656Q
, TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 465-1655 LD00_207GR �
00
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE N
Drawing No.
9/27/001 GARAGE FLOOR ELEV. CHANGED DW SLOPES REV. ,` , RECOMMENDED BY: DATE: �� DEPARTMENT OF PUBLIC WORKS 0
Contractor AS SHOWN CITY OF TEMECULA 0
do Civil Inlan PROFILE SCALE 0
Ri, chard N. Yale
Inspector d Empire Division
p No. 040023 22s90 Cactus Av+e►rue, Suite 300 Mbrs+ro Vanq►, Cal 92553-9024 (909) 653-0234 NA ACCEPTED BY: DATE: o PRECISE GRADING PLANS �
Dote SEE ABOVE Exp.12-31-01 Plans Prepared Under Supervision Of RONALD J. PARKS
Completed s� �� OAL a _ _ d p DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N 0. 24185
-9�QF \F� RICHARD N. Y WL Date �� _ PAS EO DEL S 0 L °
CAS A DESIGN BY: CG LD -d
R.C.E. NO. 040023 DWIRATION DATE 12-31-2001 CHECKED BY: CG R.C.E No. 19744 Expires 9/30/01 PHASE 4 LOTS 52--77 Sheet 1 of 2 0
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GRAPHIC SCALE
CONSTRUCTION NOTES ( IN FEET ) 00
1a INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE 30
0 15 30 60 90
PER CITY OF TEMECULA STANDARD DWG. 303. F-
I
TINSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) ,� » - 30'
INSTALL 4" PVC ( SCHEDULE 40) a-
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FORE
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c� Service Alert CD
of Southern California 00
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Call: TOLL FREE
1 -800 z
422 -4133 LDOO--207GR
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: E The Keith C v m pa n i es i PLAN SCALE
�n __30, CITY OF TEMECULA
do
9 27 D GARAGE FLOOR ELEV. CHANGED DW SLOPES REV. Civil F //is DEPARTMENT OF PUBLIC WORKS Drawing No.
ContractorRECOMMENDED BY: DATE: CD
Richard Yale Inland Empire DivisionN. PROFILE SCALE
Inspector No. 040023 22690 Cactus Avenue, Suite 300 Moreno Vim, CA 92553-9024 (909) 653-0234 NA p� zoo PRECISE GRADING PLANS
SEE SHEET 1 ACCEPTED BY: DATE.
Date Ezp.12-31-01 Plans Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24185 r
Completed ��.9 �Q' - ��� - DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS
Date
c ' PASEO DEL SOL
AF CA��F RICHARD N. YA DESIGN BY: CG -- LD 19744 9/30/01 - 7 0
R.C.E. NO. 040023 EXPIRATION DATE 12-31-2001 R.C.E No. Expires Sheet 2 of 2 0-
CHECKED BY: CG PHASE 4 LOTS 0-