HomeMy WebLinkAboutLot 6-16,25-31 Precise Grading PRECISE ISRADINIS
PLAN LEGEND
BW -- BACK OF SIDEWALK
DF - DEEPENED FOOTING
FL - FLOW LINE
FS - FINISHED SURFACE
FG - FINISHED GRADE
GB - GRADE BREAK
GRADING NOTES: GF - GARAGE FLOOR
HP - HIGH POINT
LP - LOW POINT
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, TC - TOP OF CURB
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PASEO DEL SOL TF - TOP OF FOOTING
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A TG -- TOP OF GRATE
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. TW - TOP OF WALL
TRACT NO , 1 7 - TRACT BOUNDARY
3. MAXIMUM CUT AND FILL SLOPES = 2:1. - RETAINING WALL (BY SEPARATE PERMIT)
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 90 - LOT NUMBER
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISIONPLAN 4C - HOUSE PLAN TYPE
OF COMPETENT SOILS ENGINEER WHO SHALL FF-1 109.67 - FINISH FLOOR
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 16 & PAD-1 109.0 - PAD ELEVATION
REPORT FOR ALL FILLS OVER 1' DEEP. HA 1 LOT
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. * UNLESS OTHERWISE NOTED ON PLAN
2
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. sum,
■ SEE PLAN FOR DRIVEWAY GRADE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS11111,11,111111111111Illiliiiiiiiiilllllw �? v
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 79 O M
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND OWS �R 1% MIN. � Q w
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT. SUH 15 16 17 1e9 r biz \
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 13 14 ,, 19 20 O �
N
12
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION �� �'° 0V
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
eo 11 '��� ` y 3
10 O 90 MIN.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR 8 9 �' ` ' 5 1
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN x MIN. PLAN 4C 2% MIN.
I
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN D� O P'L' I FF=1 109.67 M
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. CAMP PAD=1109.0o z
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 7 26 25 24 23
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 27 22 21 E0
28 3' � GF-1 109.0
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, 29 40 1 MIN. MIN.
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 30
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 6 31 ? /
2% MIN. }E
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE t39 40 41 PAD 21% MAX.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATERwoo 37117-
AND DAMAGE TO ADJACENT PROPERTIES. 3 36
h34
34 35
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ot 4 a 32 33
p4 SWALE
DURING
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY 4 v ,
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
0 ;10� �RaSA SIDEYARD LOT DETAIL COURT ` TYPICAL LOT
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE 3 0 N.T.S. DRAINAGE DETAIL
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 43
OVER 30' IN VERTICAL HEIGHT. � 47 46 45 44
42 OPEN AREA N.T.S.
2 Q 49 48 PASEO LOT 78
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 Q,
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, 66
59
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS 1 5e
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 51
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 65
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 60
TO RIVERSIDE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 114!' PER FOOT FOR To CORONA m
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 Vn m
ANY CONSTRUCTION/GRADING. U)
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 PRECISE GRADING
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ,p R PROJECT 3
CONSTRUCTION NOTES: ° RPN N N" a ' SITE
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. a =
1� INSTALL PRIVATE DRAIN THRU CURB, PEI[ e.6-T STD. 310 p AUBA RID `� �°o Cn
EARTHWORK QUANTITIES I 2 INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) _
Q it f Temecula C y o e ecula Rp. I
CUT = 630 CUBIC YARDS (35 C.Y./LOT) INDEX MAP INSTALL C PVC (SCHEDLE 40) �O�A CAMPANULA WAY N
FILL = 630 CUBIC YARDS (35 C.Y./LOT) SCALE: 1"=100' pE
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of Southem California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN
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MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS
7' CHAIN LINK FENCE, 21 'x 16' AROUND S0. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W CONTINENTAL HOMES
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. Suite 300
Two WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130 LD01 -045GR
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE Lno
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(3w 12690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 NA
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_ TRACT NO. 24187 2
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OFF' cE. JOSF!P HAf DESIGN BY: CG - LD 18744 9/30/01 LATS 6- 16 8C 25-31 �
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1 1 CONSTRUCTION NOTES:
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1� INSTALL PRIVATE DRAIN THRU CURB, fPEA 4•D•r STD. 310
N
2Q INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) GRAPHIC SCALE
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1 -800 z
422-4133
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TWO W011WING DAYS BEFORE YOU DIG N
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies
�DEPH � Com a n i e a PLAN SCALE o
CITY OF TEMECULA Ln
y Inland Empire Division 1 _30
DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor �� pS S Fti RECOMMENDED BY: DATE. a CD
� � ti� PROFILE SCALE
c� W 22690 Cactus Avenue, Suite 300 Moreno Volley, CA 92553-9024 (909) 653-0234
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Inspector No. 18784 ACCEPTED BY: y� DATE: ¢ �T �� PRECISE GRADING PLANS
Date SEE SHEET 1 Exp. 6/30/01 I repared Under Supervision Of RONALD J. PARKS TRACT N 0. 2 4187-�'-2 0
Completed CI V1\.. O���P PRODate �e •/ DRAWN BY: JR DEPUTY DIRECTOR OF PUBLIC WORKS PHASE
F of CAS E. JOfErP SHA DESIGN BY: CG - LDDD,..
R.C.E No. 19744 Expires 9/30/01 LOTS 6- 16 & 25-31 Sheet 2 of 2
R.C.E o. 18784 EXPIRATION DATE 6/30/2001 H E C K E Y: C G p