HomeMy WebLinkAboutLot 40-49,58-65 Precise Grading GRADING NOTES:
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1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING PLAN
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APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. PROJECT S ITE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. 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. Auer, 0
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3. MAXIMUM CUT AND FILL SLOPES = 2:1. c:
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NGHAM RE y�
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. �� r6 cc �p 0 LACE _
CROWNE LL NOTTI s ROAD n
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL t v v c
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION ~ �" �3►
REPORT FOR ALL FILLS OVER 1' DEEP.
6. A REGISTERED'CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTENPico FNS �'�
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING A
P10PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, PHASE 2 TRACT NO . 23143 110 ,p RD.
ELEVATION AND LOCATION OF CUT FILL SLOPES.
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. Hw• 79
IMI8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. LOTS 40r
49 AND 58 65 TO SM aEco
VICINITY AP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS NOT TO SCALE
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 11-24-02 AND ALL
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY I _ �, , J_ej . . p�� 4�+r/��� A�J ���J �'ENGINEERING DEPART1ulENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND � �, �� y
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT.
DEPARTMENT, TEL. 909 694-6411 AT LEAST 24 ( ` - - -- P.L.
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DE ( ) I �... - -
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. NM ol 3�v
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11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR ix MIN. .�
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
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
THE GROUND HAS BEEN CLEARED OF WEEDS 65 64 63 2 61 _ 60 59 58
I Do (� 5' MIN
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL ,
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. I _
__ ....- �. .....,�.. r L ._.._ ._._ --,�-I � 50
MIN.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, I B B
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 0 M1N. MIN.
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. zl� A
LAz
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGEz
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER
AND DAMAGE TO ADJACENT PROPERTIES. k A
K A KK
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �4
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY % HARWICK LANE a
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST - z
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. I V N M
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES
OVER 30' IN VERTICAL HEIGHT.
18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING _ - TYP I CAL LOT �-
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 J _J J ` DRAINAGE DETAIL
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 40 41 42 43 14 45 46 47 48 49 N.T.S.
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 * UNLESS OTHERWISE NOTED ON PUN
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL SEE PLAN FOR DRIVEWAY GRADE
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R
20. FINISH GRADE SHALL BE SLOPED AWAY 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. \ I I �J76
�e J76
dI
\ i 50 P.L.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF
MIN• 5' W FOOTING EMBEDMENT
ANY CONSTRUCTION/GRADING.
_j z MIN. z DEPTHS SHALL CONFORM
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HISa. FL 2 '
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 9TO 97 UBC SEC. 18061
12-
DURING CONSTRUCTION. UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 2' g '-MIN. REQUIREMENTS, I.E.
-----•tl _j -� MIN FOR 1 STORY AND
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. I m z M 18" MIN. FOR 2 STORIES.
FL
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. � 3
MIN. %
M
25. SEE APPROVED WALL AND FENCE PLANS" FOR YARD AND PERIMETER WALLS AND FENCES. ` Z-� • �''-
26. W.D.I.D. 9335317203 � PAD ELEV. � *
MIN. {
Sp 23 Sp 1 1 2X MIN. PAD ELEV.
BACKWATER EROSION CONTROL BERM 20% MAX.
EARTHWORK QUANTITIES: VALVE CHART GRAPHIC SCALE: 1"=50' ** 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 20%MMAX.
INTERNAL,. SIDE IF SLOPE HEIGHT IS LESS THAN 5 SEE SECTION D-D"
CUT = 900 CUBIC YARDS (5o C.Y./LOT) LOT LOT 45.00* 40-W 50.00, INDEX MAP
FILL = 900 CUBIC YARDS (50 C.Y./LOT) 40 NO 49 NO ECTION •D-D• SECTION "'A-A"
LEGEND 41 YES 58 YES N.T.S. N.T.S.
42 YES 59 YES -- --- L
AC - ASPHALT CONCRETE TF - TOP OF FOOTING 43 YES 60 YES L I F.L. 15'-20' TYP. W
BF BACKFLOW PREVENTER TG TOP OF GRATE
DF - DEEPENED FOOTING -- TRACT BOUNDARY 44 NO 61 YES P.L� 10' MIN. z
DW - DRIVEWAY --- - FLOW LINE J 5' P.L. g' 4
FG - FINISHED GRADE 2• a ?
W MIN. MIN. W
FL - FLOW LINE -- YES(2:1 MAX.) 45 YES 62 YES
? p S y
FS - FINISHED SURFACE fi3 YES MIN. m �
GB - GRADE BREAK 90 - LOT NUMBER 46 YES PLAN 1 PLAN 2 PLAN 3 9 •�, 9
GF _ GARAGE FLOOR PLAN 4C _ HOUSE PLAN TYPE 47 YES fi4 YES 2,621 SF 2,820 SF 3,322 SF ,� �' 3' FL '�-v m 0
HP HIGH POINT FF 1109.67 - FINISH FLOOR ELEVATION MIN.
INV - INVERT PAD=1109.0 48 YES 6 NO 0 FL o
TC - TOP OF CURB - PAD ELEVATION HOUSE PLAN LEGEND 2% Mew. __
::.- 0 3 z A
-` - - �--~� PAD ELEV.
. -� .,. � MIN.
N.T.S. PAD ELEV. FOOTING TO BE
PAD EXTRA DEPTH OF PAD ELEV.
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 2% MIN. PLANS (TYP)
20% MAX. DIMENSIONED ON * ;� M, * PAD ELEV. t
Underground 2 11t BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION
2% MIN. �• MIN. 2% MIN. A
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. 20% MAX. 20% MAX.
of Southem caffor� CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN SECTION •C-C' W
MARGARITA ROAD IN THE N.W. CORNER OF THE INTERSECTION 1' E. OFA BOOK 159 PAGES 38 THROUGH 61 OF MAPS RECORDS GREYSTONE HOMES SE.C+TIOI4 •B-B� >
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 N.T.S.
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 N.T.S. �
LD03--125GR Y
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMECU CALIFORNIA 92591
TMwaeaMc DAYS eEFORE rou ac ADJ. DATE 9/13/82 ELEV. 1128.410 909 719-1464
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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
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LIC� PI s ared Under Supervision Of DEPUTY DIRECTOR OF PUBWORKS PHASE 2 TRACT NO. 23143--11
Completed Date BS-_ -G3 DRAWN BY: JJJ
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m ps n i e s ° �� PLAN SCALE R
_ CITY OF TEMECULA
ESS - 0 ,3 _ DEPARTMENT OF PUBLIC WORKS Drawing No.
Controctor AM T PROFILE SCALE RECOMMENDED BY- DATE: a
,` �► Inland Empire Division
SEE SHEET a- ,,,, ,r. _W24 $W--W34 ----- - s� PRECISE GRADING PLANS g
w"wtor 53613 ACCEPTED BY: DATE: 3 - w
RONALD J. PARKS TRACT NO. 23143-11 N
Dab s*• °d am Plans re r d Under Supervision Of DEPUTY DIRECTOR OF PUBLIC WORKS In
Complrtod ,9 p�„ ��' Date ��$`� DRAWN BY: JJJ PHASE 2
�'�,�- �p,L\F DESIGN BY: J,J,� 197 9/30/os LOTS 40--49 AND 58-65 sheet
R.C.E No. Expires _ 06-30-D3 .. R.C.E No, Expiry _
CHECKED BY: - -- ° of a