HomeMy WebLinkAboutLot 2-3 Precise Grading GRADING NOTES Tract No . 29286
1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF UNIFORM BUILDING
CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93.04. 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 MINIMUMGRAD ING T
• 0000.00 PREC I SF
AN
OF 2 FROM THE TOP OF CUT OR FILL SLOPES. TOP OF CURB
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3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
FLOW LINE E
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALS THE TOP OF ALL F I
FILL SLOPES OVER 5' HIGH. HIGH POINT HP LO FS 1 ) MOD S1 FFy
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT FINISHED GRADE
FG
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY IN CITY OF TEMECULA STATE OF
CALIFORNIA 1i
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS GRADE BREAK GB R
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OVER 1 ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
FINISHED SURFACE FS
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GARAGE FLOOR GF 0000.0
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
PAD ELEVATION P
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. E 0000.0
dam. dMM
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FINISHED FLOOR FF 0000.0 ¢
TOP OF CUT SLOPES. LOT 24 LOT 16 1 OT 15 LOT 7 '
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN WATER SERVICE W 2 2 �
1 1
ONE FOOT. SEWER SERVICE S LOT 25 ► �. ► ►► 1 ' 3 ( I
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF - 1
THE PRELIMINARY SOILS INVESTIGATION BY.
DRIVEWAY N 3 • N ^ i 3 1
3 11
LOT 6
LE I GHTON AND ASSOCIATES DATED DECEMBER 11 , 1998. I 1 0 0 N OT 14' 1 VICINITY M
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE SLOPE -
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- N 1 2 ' `j °1 NOT TO SCALE
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- r W o c c L I
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � 2 �� 1 J 1 1
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10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG n'• LOT 20 LOT 19
_ ( N LOT 21 ( ( LOT 12 T 11 LOT 10 M 2 I
DEPARTMENT TELEPHONE 909 694-6411 AT LEAST 24 HOURS IN ADVANCE � 1 �� }�3
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - _ 1 _ ",.' -`
EACH LOT. 19 ''' -50 ' 50 ' W -
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL
Q '3 s 4 s
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL 12 _ }
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BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE D LOT 29 STREETti° ° rs5 . LOT NUMBER
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT I r ° ` t'
PLAN NUMBER
CODE SECTION 17.06 (RESIDENTIAL) , 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO _
THE APPROVAL OF FINAL INSPECTION. _ _ - 2-
- - - �'
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS PLAN 1 1 1 � "y ; y FF 1128.6 FINISH FLOOR ELEVATION
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS t¢La °` `rGw.
MATERIAL. t� PE 1127.9 PAD ELEVATION
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13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 1 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT LOT (LOT 3 LOT
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MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. � ��
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF - --MARG�R I TA
r� �. � �`flTYPICAL LOT INFORMATION
FILL MATERIAL.
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14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF LC) SHEET2�-------------------�---�---,.�J
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL -i PLAN 2
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO I NDEX M
ADJACENT PROPERTIES. -
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED
BY THE D I RECTOR OF PUBLIC WORKS.
~- SCALE: 1 " 100 '
=
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE0 ' a w
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE Pt ED.-0.1'0.
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO A
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 111 111 1-1
17. STABILITY CALCULAT I ONS WITH A FACTOR OF AT LEASE ONE AND F I VE-TENTHS ( 1 .5) K ? 64 ? CITY OF TEMECULA
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT A
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. LOW/MEDIUM DENSITY
18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF BUILDING r � 1n. IV. RES I DENT I AL DEVELOPMENT STANDARDS
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 5'* (� B '* 5'* B (D C 5'* C
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- MIN MO) MINIMUM MIN IffI� IN MINIMUM FRONT YARD 20 FT. AVG
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL �-
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Ln MINIMUM CORNER SIDE YARD 15 Ft .
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICEz-�- z MINIMUM INTERIOR SIDE YARD VARIABLE
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PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES - - MINIMUM REAR YARD 20 FT.
61
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN 3
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
NOTE:
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS,
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT x * ra
*-VARIABLE SIDE YARD SETBACKS: NOT LESS THAN SUM OF 15 FT.;
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER � - r - MINIMUM 5 FT.
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10.R. N IFOX **-VARIABLE SETBACKS: IN ORDER TO ALLOW FOR A MORE INTERESTING
VISUAL IMAGE AND MORE FLEXIBLE SITE PLANNING, VARIABLE SETBACKS
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT TYPICAL FOOTPRINT MAY BE PERMITTED IN THE LM DISTRICTS. FRONT YARD SETBACKS SHALL
LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET.
HAVE AN AVERAGE OF AT LEAST 20 FT. GARAGES WITH ENTRANCES NOT
21 . No OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES N.T.S. TYPICAL SIDE YARD DRAINAGE OTHER GPORTIONOSNOFTHE FRTYARDSTRUCTUREAFA YMAY HAVE BE AAKFRONT NYARD IMUM OSETBACK TOF
SHALL BE PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED I N THE FIELD PRIOR
CONSTRUCTION NOTES & QUANTITY ESTIMATE (D I STANCE F� FRONT PROPERTY CORNER TO THE GARAGE A MINIMUM OF 10 FT; HOWEVER> THE AVERAGE SETBACK OF 20 FT.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. ) SHALL BE MAINTAINED.
N0, ITEM QUANTITY UNIT E
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23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE a LOT GRADING (38 LOTS x 15 C.Y./LOT) 30 C.Y.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- LO
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON Q 3" AC PAVING OVER NATIVE MATERIAL 3,031 S.F.
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 12" MIN. ABOVE PAD ELEV. " 5' MIW* P/L 5' MIN' " 5' MIN'S` P/L
6 MIN. 6 MIN. as
0
ROUND OFF TOP MUDSILL MIN. MIN. MUDSILL MUDSILL MIN.
6" MIN.
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5'
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Under round Service Alert BENCH MARK ` „ "
12" MIN. 12 MIN. 12 MIN. 2: 1 MAX.
o FL.ANNINA ■ DEhl10N ■ COMETRUCTION ELEVATION = 1097.163'
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OWER/DEVELOPER6" MIN. 0
3 1/2" DIAMETER ALUM I NUM DISK, FLUSH I N 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 2% MIN.
CONCRETE CURB STAMPED "RIVERSIDE SECTION A A 21% MAX. MIN. 21% MAX. 21% MAX.CALL TOLL IF
COUNTY BENCH MARK T--46-81 RESET 1997" LENNAR HOMES SECTION B B S E C T I 0 N C C `�
1-800-422-4133 ■ . ■ 27555 YNEZ ROAD, SUITE 400 EASTERLY OF THE CENTERLINE OF SR-79 AT ATT: MR. BILL STORM FOR REAR YARD SLOPES GREATERUj
TEMECULA, CALIFORNA 92591-4679 THE SOUTHEASTERLY CORNER OF THE BRIDGE 24800 CHR I SANTA DR. THAN 5' IN VERTICAL HEIGHTL,b 66-?.ffi 6R a
C 0 N S U LTI 1114413 909.676.8042 ■ FAX 909.676.7240 ■ www.RW.com OVER SANTA GERTRUDES CREEK; 4.5' MISSION V I EJO, CA 92691
NORTHERLY OF THE SOUTHERLY SIDE OF THE z
(g49) 598-8500
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DAYS BEFORE YOU DIG CONCRETE SIDEWALK.
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE QROF E S S 1 pt� DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: /4 CITY OF T DEPARTMENT of PURL_IC WORKS Drawing No.
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A. ly �,, EWS EWS M. TYLMAN
HORIZONTAL ,�`� �� �f� P I s P epar e Under The Supervision Of o
Contractor i
ACCEPTED BY: DATE: D Zo �� �,� o� T �� TRACT N0 . 29286 0
SEE ABOVE AS SHOWN w �•4 "' Date: �� DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGIN ER �� PRECISE GRADING PLAN �'
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Inspector � 3/31/04 �} RONALD J. PARKS MW 11.` -- - ' :� ;q
MICHAEL A. TYLM N '
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Date Completed R.C.E. No . 4 90 Expires 3-31-04 R.C.E. No, 19744 Expires 9--30-01 f''j 19 „0 ° LOTS � -3 MODEL SITE SHEET 1 OF 2 i
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COUNTY BENCH MARK T-46-81 RESET 1997" LENNAR HOMES 0
1-800-'422-4133 ■ ■ . 27555 YWEZ ROAD, SUITE 400 EASTERLY OF THE CENTERLINE OF SR-79 AT ATT: MR. BILL STORM w
TENIECULA, CALIFORNA 92591-4679 THE SOUTHEASTERLY CORNER OF THE BRIDGE 24800 CHR I SANTA DR.
C D N S U LTI N G 909.676.5042 • FAX 909.676.7240 ■ www.Rl3F.corn OVER SANTA GERTRUDES CREEK; 4.5'
NORTHERLY OF THE SOUTHERLY SIDE OF THE MISSION V I EJO, CA 92691 z
CONCRETE SIDEWALK. (949) 598-8500 Q
Two WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK �fEssi DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0
SCALE Q� �p�l EWS M. TYLMAN RECOMMENDED BY: DATE: ®��� C I TY O TEMECULA DEPARTMENT OF PURI_I C WORKS o
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SEE ABOVE AS SHOWN •343090 Date: a DEPUTY D I R. OF PUBLIC WORKS, FOR C I TY E G I N ER �� PRECISE GRADING PLANLO
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Inspector p 3/31/04 RONALD J. PARKS �> a
VERTICAL s MICHAEL A. TYLMAV43090
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