HomeMy WebLinkAboutLot 1-5, 32-50 Precise Grading GRADINIS
PRECISE
LEGEND
BW - BACK OF SIDEWALK
DF - DEEPENED FOOTING
FL - FLOW LINE
FS - FINISHED SURFACE
NllptkASOL 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, PfiLSE0 DEL SOL TC - TOP OF CURB
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. TF - TOP OF FOOTING
TG - TOP OF GRATE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A TW - TOP OF WALL
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. - TRACT BOUNDARY
3. MAXIMUM CUT AND FILL SLOPES = 2:1. TRACT NO . 1 7 - RETAINING WALL (BY SEPARATE PERMIT)
90 - LOT NUMBER
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.
PLAN 4C - HOUSE PLAN TYPE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL FF=1109.67 - FINISH FLOOR
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION HA OT I WS & 0 PAD-1 109.0 - PAD ELEVATION
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.
3
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. * UNLESS OTHERWISE NOTED ON PLAN
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. SEE PLAN FOR DRIVEWAY GRADE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 9-10z
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL 117-:2 [w
o 117-:21 �O
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY pRf. 79 ��� 1% MIN.
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND v1I5
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF r( MEppO r +~ `
THE PRELIMINARY SOILS REPORT. S1 16 17 \
14 15 18 19 N
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 13 1 20 O
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 12 �4�� r
8.1 3P
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 80 10 11 0 90 M N.
1'
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR e 9 c ���� ~ MIN PLAN 4C 2% MIN.
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN E P.L. FF=1 109.67 MINI
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN OR� O �
CAlJ1P0 PAD=1 109.0
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ZI
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 7 26 25 24 2322 1
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 27 21 1 ��
28 3' 1� � GF=1 109.0
14
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, 29 MIN. MIN.
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A z /
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 6 31 2% MIN,
zo
14. DURING- ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 39 40 PAD 21 MAX.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER
� 37 38 41
AND DAMAGE TO ADJACENT PROPERTIES. 5 34 35 3fi
33
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. m 32 SWALE
0.
16, ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY 4Cj
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 3COVRor
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. O ROSA SIDEYARD LOT DETAIL TYPICAL LOT
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 1 .5 SHALL BE 0 N.T.S. DRAINAGE DETAIL
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 1Y45
Q 43
OVER 30' IN VERTICAL HEIGHT. Is O 46 45 44 42 OPEN AREA N.T.S.
4 49 48 47 PASEO LOT 78
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 2 O 50 s'
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 0
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. 59 66
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS 1 58
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
A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
G R/
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF
ANY CONSTRUCTION/GRADING.
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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 00
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PRECISE GR14DING
R C/) N
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � PROJECT
CONSTRUCTION NOTES: �° RhN�" �'� SITE
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT.
Q INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE i P NUBA
EARTHWORK QUANTITIES I PER CITY OF TEMECULA STANDARD DWG. 303. 3:
INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) city Of Temecula
0RD
CUT = 840 CUBIC YARDS (35 C.Y./LOT) INDEX MAP
3 INSTALL 4" PVC (SCHEDLE 40) E-CD POR.�p_, CAMPANULA WAY a
FILL = 840 CUBIC YARDS (35 C.Y./LOT) " T D �g o
SCALE. 1"=100'
TATE HIGHWAY CC)
TO SAN DIEGO
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0
0
VICINITY MAP
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING
�ORE
Underground NOT TO SCALE v
y � 9 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION � 77
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
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 m
7' CHAIN LINK FENCE, 21 'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 12636 High Bluff Drive �
1 -800 9 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. LL
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. Suite 300 LD01 ,-064GR
TWO WORKING DAY'S BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY O TE M E C U LA ,
,kUFESS/0 Inland Empire Division AS SHOWN • Drawing No.
��o FSEPH Sql f RECOMMENDED BY: DATE: a✓ DEPARTMENT OF PUBLIC WORKS 9
Contractor
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W rz* 22690 Cactus Avenue, Suite 300 Moreno Vabey, CA 92553-9024 (909) 653-0234 NA '
inspector (x No. 18784 . 5� of PRECISE GRADING PLANS
p ACCEPTED BY: DATE. ¢
Date SEE ABOVE Exp. 6/30/01 s red Under Supervision Of RONALD J. PARKS TRACT NO. 24187-2 0
DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 2
Completed `flgl CIVIL �`'�Q Date �• O/ DRAWN BY: J R a
f of cA��F� E. JOSEPH AW DESIGN BY: CG - LD 19744 9/30/01 LOTS 1 -J & 32- 50 Sheet 1 of 2
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/ A ti '� h 1 C4 1 INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE
� AR DWG. 303. �
PER CITY OF TEMECULA STANDARD GRAPHIC SCALE
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INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL)
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Q INSTALL 4' PVC (SCHEDLE 40) ( IN FEET )
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Service Alert
of Southern California
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Call: TOLL FREE
1 -800 ..
422-4133 LD01 -•064GR N
TWO WORKING DAYS BEFORE YOU DIG
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pe n i e s PLAN SCALE CITY OF T ��)
v �O PSS �N�` Inland Empire Division ' ' DEPARTMENT OF PUBLIC WORKS
1 =30 �//� Drawing No.
�� S� H S �` PROFILE SCALE RECOMMENDED BY: DATE.
Contractor R`{% �� '�
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w WFri 22690 Cactus Avenue, Suite 300 Moreno Volley, CA 92553-9024 (909) 653-0234 NA x �� PRECISE GRADING PLANS
Inspector � No. 18784 �,
Exp. 6/30/01 i Of ACCEPTED BY: RONALD J. PARKS DATE: TRACT N 0. 24187-2
SEE SHEET 1 I epared Under Supervision
Date
Completed `req CIVIL ��P Date e� DRAWN BY: JR DEPUTY DIRECTOR OF PUBLIC WORKSPHASE 2
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lF OF CA�� E. JOSEPH HA DESIGN BY: CG - LD �;
R.C.E. o. 18784 EXPIRATION DATE 6/30/2001 CG R.C.E No. 19744 Expires 9�30�01 LOTS � -5 � 3 2+5 0 Sheet 2 of 2 �
CHECKED BY.
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