HomeMy WebLinkAboutLot 23,56-69,112-114 Precise Grading GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING PLANR0�,o
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. CquF° �A o10
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A AhN
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
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3. MAXIMUM CUT AND FILL SLOPES = 2:1. CROWNE HILL FAIRMONT
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4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ,p x c RYA
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL �,
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION a Gp �� � � ��
REPORT FOR ALL FILLS OVER 1' DEEP. a23143 ��'� SAC1 ROAD w
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PHASE 7 TRACT NO
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN
6
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING r �ef�q o
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, LOTS 23p 56 69 AND 112 114
ELEVATION AND LOCATION OF CUT FILL SLOPES. Pio Pico -fy
7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. HMI`f• 79
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241--01) DATED 07---01-02 AND ALL To IS I DIEGO
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY VICINITY MAP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND NOT TO SCALE
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
PHASE BOUNDARY
THE PRELIMINARY SOILS REPORT. .�
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 J ,,.,�
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION - _ x' �"T _
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
P.L.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN
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ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN -- ;� I I �
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ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1 ❑ 1 x MIN. r a
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN I --- I
B E CLEARED OF WEEDS, \ ��, _� �� �� � � �DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 8� ��
► i I , I 157 � �
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A �� p i "
,_. I ( � VM
�
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REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. \ C MIN. MIN.
J .I 63\ � � 5 B 2x B
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 't, MIN.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATERQ =, A MI.
AND DAMAGE TO ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. CINNAMON LANE I
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16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION I
, ESPECIAL �
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LY � I r-
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST f
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. -i
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17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE �Ep z
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES ISN
OVER 30' IN VERTICAL HEIGHT.
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING L 1r': ' , r I
ELEVATION.PAD WHEREELEVATIONS ARE
SEA LEVE) SHALLBEGIVEN.- IF AN ELEVATION WITH E RESPECT TO ADJACENT GROUND SURF CEOIS MEAN
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 21 �. -�'-r�c,� TYPICAL LOT
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND \ Q / DRAINAGE DETAIL
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL
N.T.S.
BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES .
OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION 1 285 UNLESS OTHERWISE NOTED ON PLAN
DEVICES PER U.P.C., CHAPTER 10.R
SEE PLAN FOR DRIVEWAY GRADE
20. FINISH GRADE SHALL BE SLOPE AWAY 275
D FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR �
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
ANY CONSTRUCTION/GRADING.
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
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 5' P.L.
MIN.
25. W.D.I.D. N0. 9335317203 45.0' 46.6, 50.0' z 50
z * FOOTING EMBEDMENT
26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES -=� 3' FL 2 * MIN' =�
DEPTHS SHALL CONFORM
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27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES MIN. g TO 97 UBC SEC. 18061
FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL m m REQUIREMENTS, I.E. 12"
ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE \ z MIN FOR 1 STORY AND
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 50 ZS 1� '� FL 3' 18" MIN. FOR 2 STORIES
EARTHWORK QUANTITIES_: BACKWATER 2
_ VALVE CHART - : -.. -
MIN. -. R AS SPECIFIED BY
F -
LOT
GRAPHIC SCALE: 1"=50' "'�" :w 10
GEOTECHNICAL REPORT.
CUT = 900 CUBIC YARDS (50 C.Y./LOT) LOT '� c .=
FILL = 900 CUBIC YARDS (50 C.Y./LOT) _ va �i J INDEX MAP * =- }�- - y•
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23 N 64 N I 2% MIN. G' RAIN.
20% MAX.
LEGEND 56 Y 65 N PAD ELEV.
27L MIN.
CL - CENTER LINE PHASE BOUNDARY
- ,4 IN, AMA wo r 311 - �WRTER SERVICE 57 Y 66 N * 2 BENCH REQUIRED IF SLOPE HEIGHT IS 5 OR GREATER 20% MAX.
DF DEEPENED FOOTING - SWALE FLOW LINE
DW - DRIVEWAY - - RELEASE ASSEMBLY 58 N 67 N SECT1014 •A- • M
FG - FINISHED GRADE - - -- SLOPE (2:1 MAX. ,�-- �- WATER MAIN PLAN 1 PLAN 2 PLAN 3 P.L.
FL - FLOW LINE �I -- TRUST BLOCK 59 Y 68 N w 5' S' W N.Ts' F.L.
- LOT LINE � 2,283 SF 2,584 SF 2,839 SF J MIN. p s MIN. J _„ 15'-20' TYP. . W a
FS - FINISHED SURFACE 4.
-w DEEPENED FOOTING
�- . .e -- FIRE HYDRANT ASSEMBLY 10' MIN. W
GB - GRADE BREAK ��_' - GATE VALVE 60 Y 69 N �_
- LOT NUMBER C. rn o P.L. 0
GF -- GARAGE FLOOR 90 , ) -- SEWER MANHOLE 61 N 112 N HOUSE PLAN LEGEND �' FL `''° 0.
HP -- HIGH POINT PLAN 4C -- HOUSE PLAN TYPE W_.. .� $EWER MAIN m 3 -o 00 2 a
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MIN. - MINIMUM FF=1109.67 - FINISH FLOOR ELEVATION �; � - - -- BACKWATER VALVE 62 N 113 N MIN. fir`'` MIN, m a
TC - TOP OF CURB PAD=1109.0 -- PAD ELEVATION _• w � o FL 3' _z 3'
�-- t - STREET LIGHT 63 N 114 Y == PAD ELEV. S� MIN. 1O z'
FOOTING TO BE 10 5 h
fo BENCH MARK COUNTY OF RIVERSIDE B.M. T--29-81 BASIS OF BEARING EXTRA DEPTH OF �.� PAD ELEV. -- - -:=�= � = '�-
Underground 2 1 2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION PLANS (TYP) 7 `~'� �.. ..� = * Mlly, 2% MIN. 3
Service Alert / THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION DIMENSIONED ON u Mq PAD ELEV. ..• -
OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: 4% MIN. x 27L MIN. .� �� �. * PAD ELEV. A
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 6" MIN. 5
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES 20x MAX. 20% MAX. PAD ECTIC)N a _C� FAIRMONT PHASE 7 -
Call: TOLL FREE 7 CHAIN LINK FENCE, 21"x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56 23"W 40980 COUNTY CENTER DRIVE SECTION -g• 2% MIN, o
1 --800 OF P.P. (NO,#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. - - - , LDO4- 134(�R A
SUITE 110 N•T•s- 20x MAX. ,
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMECULA, CALIFORNIA 92591 N.T.S. LDO3"`2J4 GIS g,
VO wORKNG DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 T 719-1464
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC`D BENCH MARK SEAL: The Keith Companies PLAN SCALE
AS NOTED CITY OF TEMECULA
'WIV GAT 1 REV. TO THE GRADING OF LOT 23 l Drawing No.
Contractor �4 RECOMMENDED BY: DATE: ? �� DEPARTMENT OF PUBLIC WORKCq
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Inspector 22890 Codd Aren��e; Sults MO A owo 11111 G4 SM-9024 (909) SM-0234 cu
SEE ABOVE W aG 23737 M ACCEPTED BY: A • 7 S
Date
Eq. 12/31/05 s Prepared Under Supervision Of RONALD J. PARKS D PRECISE GRADING PLANS N
PHASE 7 TRACT NO. 23143 6
Completed `�.� ClVll �� Date Ci�C 7 `y DRAWN BY: SRD DEPUTY DIRECTOR OF PUBUC YMORKS �.. �
CAL DESIGN BY: SRD LOTS 23, 56-69 AND 112-114
R.C.E No. _� 7 3 7 ._ Expires ��-�;! dr - 19744 f� 930 S Shut 1 of 2 0
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LEGEND
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00"W"M now Willifs *"Nol 'j....... PRECISE GRADING
CL CENTER LINE PHASE BOUNDARY WATER SERVICE Na
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up I --"-- - AIR VAC/AIR W"
DF DEEPENED FOOTING SWALE FLOW LINE CONSTRUCTION NOTES: cn
DW DRIVEWAY RELEASE ASSEMBLY -I
FG FINISHED GRADE __T__ __T_ SLOPE (2:1 MAX.) WATER MAIN 30 W 2
INSTALL 3* SIDEWALK UNDERDRAIN PIPE 30 15 0 0
FL FLOW LINE TRUST BLOCK i
FS FINISHED SURFACE LOT LINE FIRE HYDRANT ASSEMBLY PER CITY OF TEMECULA STANDARD DWG. 303
DEEPENED FOOTING GRAPHIC SCALE: 1"=30'
GB GRADE BREAK GATE VALVE 5
LOT NUMBER CONNECT TO EXISTING 4! DRAIN PIPE WITH 4!
GIF GARAGE FLOOR 90 SEWER MANHOLE ELL. FAIRMONT PHASE 7
HP HIGH POINT PLAN 4C HOUSE PLAN TYPE SEWER MAIN
MIN. - MINIMUM FF=1 109.67 - FINISH FLOOR ELEVATION 0......... - BACKWATER VALI�IIIIIIIE INSTALL 4! PVC (SCHEDULE 40) QLDO4~ 134GR 4-0
TC - TOP OF CURB PAD=1109.0 - PAD ELEVATION 0� - STREET LIGHT LD03- 254GR 8'
CONSTRUCTION RECORD DATE , BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE FE
%D
AS NOTED CITY OF TEMECULA
CU
XIVIN GAT 1 REV TO THE GRADING OF LOT 23 00 jij:11 -7114104 DEPARTMENT OF PUBLIC WORKS Drawing No. CU
Contractor PROFILE SCALE RECOMMENDED BY: DATE:
Inland Empire Division
SEE SHEET 1 CU
CU
Inspector r!"I Mwm, Suits X0 fto *ft 04 92W-W24 (M) MU-.02M 4-
1b. 23M = I ACCEPTED BY: DATE: 7//S-/o
L2EV. 12/31/05 4z:p PRECISE GRADING PLANS N
N.
Date Plans Prepar d Under Supervision Of RONALD J. PARKS %0
Completed OVIV Date 4./*7/I to DRAWN BY: SRD DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 7 TRACT NO. 23143-6 18
DESIGN BY: SRD LOTS 23s 56-69 AND 112-114
R.C.E No. Expires C R.C.E No. 19744 ExpW" 9/w/cs Sheet 2 of 2 a
HECKED BY: _PWK
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