HomeMy WebLinkAboutTract Map 29928-2 Lot 16-20, 24-25 Precise Grading GRADING NOTES J9
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract Nio . ��9928 2
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. �r
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2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise n
SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM
OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
HAS 7 LOTS 16 TO 0 AND 57
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. 15
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT InCityof Temecu �
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS DATE STREET
OVER 1 ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 6
ISSUANCE OF THE GRADE, ELEEVATIONBANDDING LOCATIONIT.OF CUTR/IFILLTION SLLOPESHALL BE TO LINE, 5
LEGEND 1 2 3 4 7 OPP
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CURB 0000.00 TRACT BOUNDARY 7g
4
TOP OF CUT SLOPES. TC
BRID
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE E GEHAMPTON ROAD 8
ONE FOOT. HIGH POINT HP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF FINISHED GRADE FG 13 VICINITY MAP
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES 9 a
DATED AUGUST 15, 2001 . NOT TO SCALE
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
TOP OF GRATE TG 115 14
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- INVERT ELEVATIO IE SHEET 2 ---- -- 1 2 HIGH POINT
MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 1 10 A PAD ELEV. --o. MIN.
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. / ' :
F I N I SHED SURFACE FS / %''j j'i%'%!
16
DEPARTMENT TELEPHONE j'f i,�i.l jj�'/1 l � R
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING `
,.
909 694-641 1 AT LEAST 24 HOURS I N ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- GARAGE FLOOR GF 0000.0 /
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ,l 4 kr `
PAD ELEVATION PE 0000.0 / ; ` ` %'%f'%i;. I 38 37
,
EACH LOT.
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/ /� „ 5 to �. To .
3
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL F I N I SHED FLOOR FF 0000.0 / '' 'f% '' `/'` /'/� �' / 4 VARIES ( AR S*** $ ( ;RIESC
SLOPES EQUAL TO OR GREATER THAN 5' I N VERTICAL CAL HEIGHT SHALL / z .: `�`�'� 2 B C
L ES Q ' VARIES
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE WATER SERVICE W '' / 33 *** �� �
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT / " ' //
AD
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. SEWER SERVICE S / ;3 ;` !,✓' j %f / 3 2 PAD FF
/ 2 .;, p�.A FF Z z
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12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS / -; r, _, r / rw M
BEEN CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER DELETERIOUS DRIVEWAY !'l' / 31 .-
MATERIAL.
38
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN SLOPE '
jl f O D z z
MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 00 z ~' ie z00
PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT LOT NUMBER -%i/, ;:�}`2 ,j' i;j p lox 1pZ
, r , ��r'/l �.✓j 11
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OF FILL MATERIAL. 5, ,, / f C1
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF UNIT TYPE/ELEVATION ♦ % -%� // / O ,�o° R W
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL A
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO INVERT ELEVATION ELEVATION IE TYPICAL SIDE YARD DRAINAGE
2 g
ADJACENT PROPERTIES. �� 29 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
�GP�
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED � �f-
BACKWATER VALVES BW WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
BY THE DIRECTOR OF PUBLIC WORKS.
ENHANCED ELEVATION TYPE- EH DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 7r 2 8 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 2 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
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MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO AMOUNT OF EXTRA DEPTH X THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. FOOTING REQUIRED 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A
EXTRA DEPTH FOOTING � MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
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18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 100 0 100 200 300 R
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 6" MIN. VARIES *** VARIES *** 6" MIN.
TION (WITH RESPECT TO MEAN SEA -LEVEL) SHALL BE GIVEN. IF AN ELEVA- GRAPHIC SCALE MIN. 1 ' 1 '
3' 3' MIN.
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 6" MIN. MUDSILL MIN. MIN. MUDSILL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. MUDSILL FG FG
LOTS INCLUDED IN GARAGE AREAS ����
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE ,, ,f„
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES CONSTRUCTION NOTES & QUANTITY ESTIMATE GARAGE FLOOR SILL IS 6" MIN EXTRA DEPTH
OVER 15 ' -T ABOVE GARAGE FOOTING
IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE T
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS NO. ITEM QUANTITY UNIT FLOOR SLAB =PAD ELEV-FG 12" MIN.
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20 WHERE NECESSARY ON CENTER; COMBINATIONS, 350 CY 12 MIN.
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
Q LOT GRADING (7 LOTS x 50 C.Y. )
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER GARAGE DETAIL 2X MIN• 2: 1 MAX. fi" TYP. 2% MIN.
' 2 INSTALL 3.� P.V.C. SCHED. 40 PER PLAN 130 LF
21% MAX. MIN. 21% MAX. E
10.R.
03 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 8 EA 50, so' SECTION B-B 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOTLO
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 8 EA n SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES11-1
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21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. Q INSTALL 4" PVC SCHEDULE 40 PER PLAN 24 LF 50' CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS
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22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIORTHAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS -
2 A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT)
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. e 3
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N VARIES *** P/L �
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE av 12" MIN. ABOVE PAD ELEV.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- n 00 3 MIN. 1
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON � ROUND OFF TOP MUDSILL MIN. 6" MIN. o
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o FG
��� EXTRA DEPTH Cq
p0 �P FOOTING LO
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yo Q Q�Fz Q =PAD ELEV-FG n
F'Q F WHERE NECESSARY " 2: 1 MAX. Q
TYPICAL FOOTPRINT iO�gFG 5�-°e 12 MIN. 6 MIN.
SCALE: 1" = 40' 2% MIN.
SECTION A-A 21% MAX. -
FOR REAR YARD SLOPES GREATER SECTION C C
THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES
UNDERGROUND SERVICE SOURCE O F TOPOGRAPHY 0 WN E R DEVELOPER BASIS O F BEARING NOTE CONTRACTOR TO VERIFY: I F THE SWALE FLOWLINE I NE I S LESS 0
ALERT
PLANNING ■ bEa1QN ■ CONSTRUCTION THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS �
PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) i
647 MAIN STREET SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST z
CALL TOLL F1�EE ■ ■ ■ � YNQ�'�'SUME�0 RIVERSIDE, CA. 92501 391 NORTH MAIN STREET, SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN a
1-800-422-4133 �A,CALIFOfNA 925.91-4679 CORONA CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89.
CONSULTING 909.676.8042 ■ FAX 909.676.7240 • www.RBmF.co (909) 686-5103
DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600
TWO WORKING DAYS BEFORE YOU DIG
LD03-117GR Z
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE ofESSIC�, DESIGNED BY DRAWN BY CHECKED BY �4 o
CITY QE TEMECULA Drawing No. o
,� C. J. EVERS J. EVERS RJB RECOMMENDED BY: DATE. DEPARTMENT OF PUBLIC WORKS i
3 1/2" DIAMETER ALUM I NUM DISK, FLUSH IN ����� yf �y
Contractor CONCRETE CURB STAMPED "RIVERSIDE N HORIZONTAL y PI ans ep d Under The Supervision Of / LO
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COUNTY BENCH MARK T-46-81 RESET 1997 �. ACCEPTED BY: DATE. l 2b o4- PRECISE GRADIN PL N o
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EASTERLY OF THE CENTERLINE OF SR-79 AT 1" = 100' ►j No•63494 r" ` ,.�/� o
Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE d Exp. 9���a6 '� Date: �`T DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 29928-2
OVER SANTA GERTRUDES CREEK; 4.5' MATTHEW C. WKS RONALD J. PARKS
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sf Cl V 1�. �ti� PHASE 7 Q
Date Completed CONCRETE SIDEWALK. �lF 1E�� R.C.E. No. 63494 Ex i res s 9 30/06 Expires a
ELEVATION = 1097.163 N/A OF C A� p / R.C.E. No. 19744 Ex i r es 9-30-05 LOTS 16 TO 209 24 AND 25 SHEET 1 OF 2
19.49
4. 12'
R/W 4 WYE AS REQU I RED
FL OF PIPE 1/2" SIDEWALK INSTALL
ABOVE GUTTER 6" REMOVABLE
FLOWLINE PLUG
INVERT ELEV. A 4" PVC]
PER PLAN 2%
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ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION CATEGORY
21 LOT NO. ELEVATION ELEVATION VALVE c1q
1-1 -9T
N 1 0
lz PE 1121.3 16 LEFT SIDE
0 NOT REQUIRED VERY LOW
0
17 rn
NOT REQUIRED VERY LOW
18 LOW MEDIUM 23
NOT REQUIRED PE 1120.6 f�' / x
SCALE; 1--20F 19 X RIGHT SIDE NOT REQUIRED LOW MEDIUM
cam- 20 RIGHT SIDE NOT REQUIRED VERY LOW
24 X rn C14
NOT REQUIRED LOW MEDIUM
LOW MEDIUM (j) C14
X LEFT SIDE NOT REQUIRED LO
20 0 20 40 60 4" SLAB PER FOUNDATION PLANS
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UNDERGROUND SERVICE (2) INSTALL 30 P.V.C. SCHED. 40 PER PLAN 04
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PLANNING ■IN DESIGN CONSTRUCTION Li
ALERT ri 30
0 Q INSTALL 6* GRATE PER N.D.S. NO. 40 OR EQUIVALENT
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+1S + CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET PE 1117.5
CALL TOLL FREE 275W YNEZ ROAD,SUITE 400 '?9 9
0 M INSTALL 40 PVC SCIEMU 40 PER PLAN
1-800-422-4133 TEWCULA, CALPOMA 925M-4679 z
CONSULTING W9.676.8042 - FAX 9%676.7240 a www.FW.com
TWO WORKING DAYS BEFORE YOU DIG
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LD03-117GR .
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE oVESSiv# DESIGNED BY DRAWN BY CHECKED BY 0
Drawing No. 0
J. EVERS J. EVERS RJB RECOMMENDED BY: DATE: 1z) CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS <
Contractor 0
HORIZONTALh� Plan Pr re der The Supervision Of
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ACCEPTED BY: . W344/j DATE: 11"1,104- PO
Inspector 1 20' No.6341H PRECISE GRADING PLAN 0
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SEE SHEET 1 Exp. 9/30/06 Date: DEPUTY DIRECTOR OF PUBLIC WORKS FO
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INSTALL
REMOVABLE
PL
4T PVC
r..4"..TTFF
Date Completed VERTICAL Cl V 1\.
MATTHEW C. HIC S RONALD J. PARKS TRACT 29928-2
PHASE 7
N/A or Ck X� R.C.E. No. 63494 Expires 9/30/06 R.C.E. No. 19744 -Expires 9-30-05
LOTS Ill TO 20, 24 AND 25 SHEET 2 OF