HomeMy WebLinkAboutLot 92-104 - Precise Drawings C)
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PRECISE GRADING PLAN
GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PASEO DEL OL
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. S 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 SIDEWALKDF - 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
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALLPHASE LOTS GB - GRADE BREAKGF - GARAGE FLOOR
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 10 HP - HIGH POINT
REPORT FOR ALL FILLS OVER 1 ' DEEP. LP -•- LOW POINT
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN ,�■,� ■■,,, � ■■■r TC -- TOP OF CURB
TG -- TOP OF GRATE
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING TF - TOP OF FOOTING
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION OF CUT FILL SLOPES. TW - TOP OF WALL' ' TRACT
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. 88 BOUNDARY
-- TRACT I 84 NG WALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 89 ,.
' 90 - LOT NUMBER
' PLAN 4C - HOUSE PLAN TYPE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS FF--1 109.67 - FINISH FLOOR
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL I 90 PAD=1 109.0 - PAD ELEVATION
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 83
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF ' '
THE PRELIMINARY SOILS REPORT.
91
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ' To RIVERSIDE
TO CORONA
11. CUT SLOPES EQUAL TO OR GREATER THAN 96 97 82
Q 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR ' x r�
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 95 =P
I �
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �� z PRG R
94 M
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS,
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 93
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13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, RID. 0AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 60 ,
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �0 92 �a CN v1
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE , 20. ` RPN o PROJECT
STRUCTURE TMP R I Z� ' RD GO
S, E 0 ARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ,o P PAUBA SITE
AND DAMAGE TO ADJACENT PROPERTIES. -- --
0
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. \01 80 City Of Temecula Ro.
Ga
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY o_ v PCn 0� POR�v
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST a v. Na HWAY 79
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. O. A HSG GAMPp,NU�'
o. WAY
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE I ' To SAN DIEGO
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES a
OVER 30' IN VERTICAL HEIGHT.
VICINITY_ MAP_
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING I NOT TO SCALE
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 101 '
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 99
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 102' 100 I
19. EROSIONNTR
CO OL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 120 ON CENTERS I 2 1 Q3
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND a
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 '
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 3 O 104 - UNLESS OTHERWISE NOTED ON PLAN
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR SEE PLAN FOR DRIVEWAY GRADE
A MINIMUM OF 3 FEET. ' rn
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 ' 1% MIN. Q •�
ANY CONSTRUCTION/GRADING.
I '
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 2 (14?
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 71 72 74 75 3, +
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 73
azo e, ■■� � e, � �■ � � � � e, r■■. �..� � 9� MIN.
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. MIN. PLAN 4C 2% MIN.
_INDEX MAP P-�' FF=1109.50 MIN.
PAD=1 109.0 VZ
z
3' 1 GF=1 109.0
I
CONSTRUCTION NOTES MIN. MINZ
2% MIN.
1� INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE PAD 21% MAX.
PER CITY OF TEMECULA STANDARD DWG. 303.
2� INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL)
3 INSTALL 4" PVC ( SCHEDULE 40) o
I SWALE
a-I
40 20 40 8o SIDEYARD LOT DETAIL TYPICAL LOT
N.T.S. D RAI NAGE DETAIL
GRAPHIC SCALE: 1 =40
N.T.S.
FORE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING o
Underground 2 2BRASS DISC IN CON
1 " C. CYLINDER LOCATED FROM THE INTERSECTION
�y o / OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o
Service Alert q
OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OWNER/DEVELOPER: o
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN _. 00
Call: TOLL FREE
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OFA BOOK 159 PAGES 38 THROUGH 61 OF MAPS, RECORDS �
7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W TRIMARK PACIFIC HOMES
1 -800 OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 85 ARGONAUT, SUITE 205 z
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. ALISO VIEJO, CALIFORNIA 92656 LDOO-018GR
TWO WORKING DAYS BEFORE YOU DK ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 465-1655
un
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE o
ESS, CITY OF TEMECULA N
QRS 4� AS SHOWN Drawing No. 17-
Contractor Civil RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS o
U, Inland Empire Division PROFILE SCALE o
Inspector , George A. Lenfestep 22690 Cactus Avon Suite 300 Mbrer►o Valley, G4 92553-9024 (909) 653-0234 NA m o
SEE ABOVE
No. 45920 ACCEPTED BY: DATE: PRECISE GRADING PLANSCDate ompleted [,,,_ � >Ezp.12-31-02 �' PlaPrepared Under Supervision Of DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 24185
NALD J. PARKS 0
„,,.,�A DRAWN BY: LD
OF CA`�F Date
GE G A. L ES PAS EO DEL S O L DESIGN BY: CG - LD -11)
_
R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: CG R.C.E No. 19744 Expires 9/30/01 PHASE 1 LOTS 92- 104 Sheet 1 of 2 0
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10.
10.
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10 MW
IN
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242 A.
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46
16 23 q
0 2V
el, 1P. LEGEND
BW BACK OF SIDEWALK
23.2 1 ,?, DF DEEPENED FOOTING
2 ell 0 FL FLOW LINE
23.5
23.2
L FS FINISHED SURFACE
FG FINISHED GRADE
22.3 9 GB — GRADE BREAK
ry T15-C, GF — GARAGE FLOOR
9 HP — HIGH POINT
TC — TOP OF CURB
P 71 OF
21.1 90 1 TG — TOP OF GRATE
0 df 10 -a TF — TOP OF FOOTING
FL TW — TOP OF WALL
'a q0 — TRACT BOUNDARY
00 21.1
t 72
9 90 — LOT NUMBER
PLAN 4C — HOUSE PLAN TYPE
4D 15 44- 01�p PAD=1109.0 PAD ELEVATION
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13+00
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4.66
ZAke
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70.
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CP WF (0) CONSTRUCTION NOTES
(P. P V VI .17 INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE
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uk
b. low b.d 90 PER CITY OF TEMECULA STANDARD DWG. 303.
SeRk INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL)
b.d Tr-111 P00 INSTALL 4- PVC SCHEDULE 40)
el
?A __'* -
L 24.5
FG
23.2
be 0 97 Ill 9
OD
Pei P10
FG
71
72 9D
PAD=1210.2 t
PLAN 3 0R. 7S
C6 74
PAD-1209.4 PLAN I PLAN 3R PLAN 2F
PAD--1208-8
20.
PAD=I 2o7.9
GRAPHIC SCALE 0
CL
IN FEET
ORE CD
Underground
Service Aleri
of Southern California 00
30 Ln
Call: TOLL FREE
1 -800
422-4133
TWO WORKING DAYS BEFORE YOU DOG LDOO-01 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE Ln
i�ESs/ CITY OF TEMECULA 6�
1 11=30' Drawing No.
Contractor civil RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS 0
PROFILE SCALE 0
Inland Empire Division
0 George A. lmdeirtey NA
Inspector 22690 Cactus Avenue, Suite 300 Momno Vbft G4 92553-9024 (909) 653-0234 30 0
No. 45920 ACCEPTED BY: DATE: PRECISE GRADING PLANS
SEE SHEET 1
Date zxp.12-31-02 Plan Prepared Under Supervision Of RONALD J. AR�S 0
Completed lee-Ile, Date DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 24185
19744 9/30/01 4
_
R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: CG K.C.E No. Expires phase 1 LOTS 92- 104 Sheet 2 of 2 0JOIN o-
-