HomeMy WebLinkAboutLot 11-27 Precise Grading PRECISE (3RADING PLAN
GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PASEO DEL S (:) L
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. LEGEND
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A BW - BACK OF SIDEWALK
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. DF -- DEEPENED FOOTING
3. MAXIMUM CUT AND FILL SLOPES = 2:1. TRACT 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
GB - GRADE BREAK
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALLPHASE 6 LOTS 11 27 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. LP - LOW POINT
�r r_ TC - TOP OF CURB
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN TG - TOP OF GRATE
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADINGI I TF -- TOP OF FOOTING
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, TW - TOP OF WALL
ELEVATION AND LOCATION OF CUT FILL SLOPES. "'
I I - TRACT BOUNDARY
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. -- RETAINING WALL
90 - LOT NUMBER
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
PLAN 4C -- HOUSE PLAN TYPE
,•
17
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS I FF=1 109.67 -- FINISH FLOOR
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL PAD=1 109.0 -- PAD ELEVATION
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY I +�
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF r
THE PRELIMINARY SOILS REPORT. I rr
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10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694--6411 AT LEAST 24 I 'o
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION "' To RIVERSIDE
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. I 24 I TO CORONA
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR "° r r •'
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN I n I ��' M
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 44
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 14 +* I zC/) �p, R
T-2 .{, �
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS,
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. I a+ 4/
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, I r ! r I RID.
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. I r .• I �� RANG" v, T x � PROJECT
11 n - .�- O
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGERD �,
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER I ,• ` • p 44I p AUBA p SITE
AND DAMAGE TO ADJACENT PROPERTIES.
r r
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
I r .4 I City of Temecula RD.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY I �.• " r of PORTON
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ' : ., '; A N�GHWAY �AMPp,NULA
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. I r +� •e I WpY
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE ,. r r TO SAN DIEGO
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES I •�
OVER 30' IN VERTICAL HEIGHT. VICINITY MAP_
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING -� r
~ I NOT TO SCALE
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. I 4 r *�
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 I
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 I K I UNLESS OTHERWISE NOTED ON PLAN
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R '• SEE PLAN FOR DRIVEWAY GRADE
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20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 114" PER FOOT FOR I " " '4 '• '
3 FEET.
A MINIM 0 M F F
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21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. yog �-�-• ,�p�•
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF I � r j I 17o MIN. Q �••
ANY CONSTRUCTION/GRADING. °0"•'ESTRM
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23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ., r
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED I ,• " �-
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY r a r I 3' _
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. " p ' 90 MIN.
5 1 ,
I
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. h P.E. MIN. PLAN 4C MIN MIN. 0-
FF=1 109.50 MIN. ,n
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PAD=1 109.0 z00
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INDEX MAP SWALE
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SIDEYARD LOT DETAIL TYPICAL LOT
N.T.S. DRAINAGE DETAIL o
N.T.S. 4-4
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BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING
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y 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 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 4 120 240
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 TRIMARK PACIFIC HOMES
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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 85 ARGONAUT, SUITE 205 GRAPHIC SCALE. 1"=120' Q
OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. ALISO VIEJO, CALIFORNIA 92656o
422--4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. TEL. (949) 465-1655 LD01 --004GR
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 cn
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF T
QRpFEss�p AS SHOWN "-ez DEPARTMENT OF PUBLIC WORKS Drawing No. oContractor ���-l AMFPROFILE SCALE RECOMMENDED BY: DATE. CSI
Inland Empire DivisionJ� 00
Inspector w 1 53613 0 ' 22690 Cactus Arer w, Suite 300 UDreno vary, CA 92553-9024 (909) 653-0234 NA 7j ACCEPTED BY: DATE: t 3 PRECISE GRADING PLANS
SEE ABOVE � Plans Pr a ed nde upervision OfRONALD J. PfRKS 0
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Completed Exp. os/30/03 red DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N O. 24185
p s �P MARK W. SAMBITO Date DRAWN BY: JR PAS EO DEL SOL
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OF CALF R.C.E No. 61 Expires --30-- R.C.E No. 19744 Expires 9/30/01 PHASE 6 LOTS 1 1 --27 Sheet 1 of 2 U
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE
CITY 0 TEMECULA
R,( ESS TKC 1" =30' r DEPARTMENT OF PUBLIC WORKS Drawing No.
`C RECOMMENDED BY: DATE. s
Contractor CvO���` 1 AM Sq F Inland Empire Division PROFILE SCALE
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Inspector r 5 3 613 ' 22590 Cacho Avenue, Suite 300 Umm Mey, CA 92553-9024 (909) 65.3-0234 . � t 3/0/ PRECISE GRADING PLANS •
p SEE SHEET 1 � � ACCEPTED BY: DATE.
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Date Exp. 06/30/03 Plans Pre axed nder pervision Of RONALD J. PARKS TRACT NO. 24185 0
Completed MARK W. SAMBITO DEPUTY DIRECTOR OF PUBLIC WORKS
s� �� ate o� DRAWN BY: JR ••
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PASEo DEL SOL
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CAS\Fr DESIGN BY: CG - LD 9/30/0
R.C.E No. 53613 _ _ Expires 6-30- 19744 1 RCE No. Expires PHASE 6 LOTS 1 1 --27 Sbeet 2 of 2
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NECKED BY: LD