HomeMy WebLinkAboutTract Map 29798-2 Lot 5-17,41,42 Precise Grading CITY OFT M GRADING NOTES
1. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER
33, AS AMENDED BY ORDINANCE 99--23.
UP A
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X DRAINAGE SWALES
SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM TOP
LLJ
PROJECT SITE OF CUT OR FILL SLOPES.
TR. 29798-•-2 ■ 5 1 29798r•2LOTS 5� 1741 3. MAXIMUM CUT AND FILL SLOPE = 2:1.
42
SHEET 2 SHEET 3 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
ST� SLOPES OVER 5' HIGH.
TE 9 10 11 2 1' 13 1 15 5. ALL GRADING SHALL BE DONE NU DER THE OBSERVATION OF A COMPETENT SOtL
1s 17 1 22 23 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO
8
DING PLAN
TR
v 79 _ - 19 20 SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
%
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT
7 1 42 41 �� OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
24 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
-o REDHAWK PKWY 5 40 26 25 BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
OF CUT AND FILL SLOPES.
n LO MA LI N D 43 39 7
44 2 30 INDEX MAP
ROAD SHE ,4 4 \�G p 29 SCALE: 1 - 200' 7_ PRVCRO IDLOPES.ROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS ALONG TOP OF
RAINBOW CANYON 0 3 F� 28 °�°
37
ROAD 7 'Ps,9 P 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE
-o R E D H AW K PKWY 2 4s 36 31 Fool.
- 47 35
may, 1 32 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
0 48 34 SUPLIMENTAL GEOTECHNICAL INVESTIGATION BY PACIFIC SOILS ENGINEERING INC.. DATED
0 \ 53 49 SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
0 33 - SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION
VICINITY MAP WOLF VALLEY ROAD 52 PDESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
N.T.S. 51 �•� Q A� Uj z DONE IN CONFORMANCE WITH THE RECOMMENDA11ONS OF THE PRELIMINARY SOILS
50 `Lp`� P�-1 o J REPORT.
O � • CF'
�,P 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24
50.00' 50.00' �`' 2" �G' HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
i\ J Q FINISH FLOOR
9 c�,Q-� INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT. PHONE (909) 694-6411
290 MIN. �" 2% MIN.
=11111 ___ 11111=11111 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 TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
PLAN 3 PLAN 4 5' MIN. IIIII 8 ,. :P--
ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL
FILL DISPOSAL OF FINAL INSPECTION.
2" SAND - --
63.67' 56.17' ,�� HIGH POINT � _
MODEL TYPE zx �o��Q PAD ELEVATION-0.13 PAD GRADE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
MA .
GAR , LOT NUMBER 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE
GAR 9.a� ,oa9.� ELEVATION TYPE FOUNDATION CONSTRUCTION S CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
DEEPENED FOOTING
PER PLAN FINISH FLOOR ELEVATION N 0 SCALE PREPARA11ON SHALL BE APPROVED BY A SOIL ENGINEER PRIOR TO PLACEMENT OF FILL
C R 8 ABOVE PAD ELEVATION MATERIAL.
Li
5' MIN. FF=1070.17 PAD ELEVATION *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* 14. DURING ROUGH GRADING OPERATIONS AND PRIOR To CONSTRUCTION OF PERMANENT
PAD=1069.50 DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
50.00' 50.00' 4' MIN. " GARAGE FLOOR ELEVATION PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
® LENGTH OF DEEPENED x GF=1069.67 1o�e•`'� 0
FOOTING (D.F.) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
® ENHANCED ELEVATION 2
PER PLAN PROPERTY LINE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE To FUNCTION,
ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY
RETAINING WALL,
LEGEND DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
PLAN 2 WHEN REQUIRED. p. - 1 p87
66.67' BY SEPARATE PERMIT 6' F.S. FINISH SURFACE Q SHEET N0.
PLAN 1 17. STABILITY CALCULA110NS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5)
54.00' .n Z �� T.C. TOP OF CURB 1200.1 PAD ELEVATION SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR
o�
RIGHT-OF-WAY CUT FLOW LINE ELEVAl1ON _..__ TRACT BOUNDARY CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
GAR 60.50' cuRe INV. INVERT C
DAYLIGHT LINE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD
GAR
F.F. FINISH FLOOR F ELEVATION. WHERE SPECIFIC ELEVA11ONS ARE REQUIRED, THE ELEVATION (WITH RESPECT
RETAINING WALL TIWITH RESPECT TO ADJACENT
TYPICAL LOT G.F. GARAGE FLOOR TO MEAN SEA LEVEL)GROUND SURFACE IS SHALL BE GIVEN. IF AN ELEVATION REQUIRED THE ACTUAL DISTANCE ABOVE THE
EXISTING CONTOURS ADJACENT GROUND
N.T.S. 1234.0 SURFACE DRAIN SHALL BE GIVEN.
F.L FLOW LINE ELEVATION PROPOSED CONTOURS
2 DETAIL NUMBER 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
G.B. GRADE BREAK 3 SHEET DETAIL SHOWN AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN
PL
5' MIN. 5' MIN. STREET LIGHT ENHANCED REAR
VERTICAL HEIGHT, IN ADDI11ON TO GROUND COVER, SHALL BE PLANTED WITH APPROVED
�
ER ELEVATION TREES, SHRUBS, OR COMBINA11ON THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON
411- FIRE HYDRANT CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4'
3' MIN. 2MIN. 2' MIN. 3' MIN. T.W. TOP OF WALL ESR ENHANCED SIDE IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
RIGHT ELEVA11ON PREVENTION DEVICES PER U.P.C., CHAPTER 10.r.
T.F. TOP OF FOOTING ENHANCED SIDE
ESL LEFT ELEVATION 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN
PER FOOT FOR A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
BUILDING FOOTPRINTS UPPER PAD NOTICE TO CONTRACTORS
LOWER PAD CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
SCALE 1" = 30' JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
g CO % MSN OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
2 'y�N 2 a MPX" APPLICANT AND HIS ENGINEER FROM
2�% DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY M THE RESPONSIBILITY FOR THE CORRECTION OF
y
FOOTING TO BE DEEPENED M'�k � AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
F.F. ELEV. SLOPE VARIES 2:1 MAX. WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
' FOR REVIEW AND APPROVAL.
VARIES, 6" MIN. TO
TYP. SWALE SECTION OF THE OWNER OR ENGINEER.
6" + EXTRA DEPTH FOOTING O- 20 O�OF
N.T.S. 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR
1 PER PLAN, MAX. LENGTH OF PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE
PAD ELEV. DEEPENED FOOTING (D.F.) E AGENCIES REGULATING
2 o THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE
70 M�ti EARTHWORK QUANTITY ESTIMATE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
12 MIN. UNDERGROUND STRUCTURES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
ALL UNDERGROUND U11UTIES OR STRUCTURES REPORTED BY THE OWNER OR OTHER N O TI FI C A TI O N S
CUT FILL S
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2
NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING EXCAVATION 375 C.Y. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
SHALL BE FORMED. EMBANKMENT PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND
Underground Service Alert 375 C.Y.
on TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 909 694-6411
TYP. EXTRA DEPTH FOOTING PLAN
SUBSIDENCE OF UNDERGROUND U11UTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT ( )
Call: TOLL FREE N.T.S. SHRINKAGE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600
REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE
1-800 IMPORT/EXPORT DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS
227-2600 TOTALS ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES
Two W= DAYS 11113TIM YW M CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'4528"W LD04-220GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK
SCALE lit oFEss,oHall & Foreman� RECOMMENDED BY: DATE: ! 4 Inc. Drawin No.
iCCONTRACTORRIVERSIDE COUNTY 600-•62-69 1970 �i� �C Engineering-Surveying.Planning-Landscape Architecture CITY
0 TEMECULA DEPARTMENT OF PUBLIC WORKS
BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL hss�o
43513 Rip Park Draw T«romm. ca. 9 y
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD 110. tan z �'• � 676-8126 Fax.909 6861-Od96 ACCEPTED BY: � DATE: 111 /�
AS SHOWN W EV. 0• PREPARED BY; RONALD J. PARKS PRECISE GRADING PLAN
INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE � f DEPUTY DIRECTOR OF PUBLIC WORKS -
PAVED ROAD 5 N.W. OF TEL POLE N0. 6295, C.W.T. 3 ► t _ ;
VERTICAL , a O TRACT 29798--2, PH. 2, LOTS 5�-17,41 ,42
S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 �.
'� `,Ids FREo W. ooERCEs DATE: •. .
DATE COMPLETED c� 11 .
.
R.C.E. No. 16526 EXP. DATE a-ao R.C.E. No. 19744 EXPIRES 9 f 3 f 05 TITLE SHEET SH T. 1 OF 4
J.N. 34001 3401 EPH2O1 12/07/04
of 20@ 409 ear s
SCALE: 1 " = 209
A. P. N . 96 1 -020-00 1
TEMECULA VALLEY SCHOOL DISTRICT
PER INSTRUMENT REC. 10---01 -02
INST. NO, 2002-547408 0.R.
PROJECT BOUNDARY-\
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CONSTRUCTION RECORD DATE 13Y REVISIONS DATE ACC'D BENCHMARK SCALE 1E Hall & Foreman, Inc. RECOMMENDED BY: m- Drawing_ No.
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RIVERSIDE COUNTY OW-62-69 1970 Enowdng-Smeying•-Planning-Landscape Architecture CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
CONTRACTOR BRASS DISC SET V EAST OF CONCRETE POST MARKIR 43513 Mip Pak bin Tqwwmjk6 " 92M jt
am 0& I� -2 rL M on-I FW.M no-am ACCEPTED BI DAM-
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN *-=-.a Iq A0141 PRECISE G RADING P LAN
INSPECTOR FROM POST OFFICE AT TEMECULA 291 N.E. OF THE PREPARED BY: RONALD J. PARKS
DEPUTY DIRECTOR OF PUBLIC WOWS
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VERMAL
S.W. OF 36" CONCRETE STANDPIPE. ELEV. 1039-378 F W. DDERGES DATL. TITLE SHEET SHT. 2 OF 4
DATE MMM=, R.C.E. Me. 16526 EXP. DATE 6-- B.C.E. No. 12744 EXPIRES 9/3010-1
J.N. 34001 3401EPH202 12/07/04
of 20' 400 so 9
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MIDDLE SC OOL SITE ,
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A. P. N. 961 -020-001
TEMECULA VALLEY SCHOOL DISTRICT
PER INSTRUMENT REC. 10-01 -02
INST. NO. 2002--547408 O. R.
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCOD BENCHMARK 10
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CONTRACTOR WVERSIDE COUNTY 600-62-69 1970 ► 0 Engineering-Surveying-Plarw*ng-Landscape Architecture - CITY O F T EMECULA DEPARTMENT OF PUBLIC WORKS
BRASS DISC SET 1" EAST OF CONCRETE POST MARKER HORMWAL 43513 Ifts Pok bft %wmd% &L =a
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STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD N& 1� a - DAM-./6AC_�
INSPECTOR FROM POST OFFICE AT TEMECULA 29" N.E. OF THE AS SHOWN 8.11D.I PIS PREPARED BY: RONALD J. PARKS PRECISE GRADING PLAN 3
DEPUTY DIRECTOR OF PUBLIC WORKS 06
PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C-W.T. 39 00
—2, PH. 2, LOTS 5- 17,41242
S.W. OF 36" CONCRETE STANDPIPE. ELEV. 1039.378 vEffnm TRACT 29798
DATE COMPLETED C
R.C.E. Me. 16521 Exp. DAYE 0-30-1 R.C.F= No.. 19744 EXXPIRES 9/30/05 TITLE SHEET SHT. 3 OF 4
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227-2600
LD04-220GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC*D' BENCHMARK SCALE �Es=�o ,Hall � Foreman, IriC. RECOMMENDED BY: ,� '1 DA •� TEMECULA
Drawin NoE -neeri •Planni -Landsca ArchitectureC (� OF DEPARTMENT OF PUBLIC WORKS
CONTRACTOR
RIVERSIDE COUNTY �60O-a2-89 1970 ��� �' � �13�^^�'� rr�. M Co.�
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER '� "9 - DA
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STAMPED 68 RESET, 2.9 WILES S.E. ALONG PALA ROAD � SHOWN w ,�. ♦,o..es � PREPARED BY: RONALD J. PARKS
INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE f �� DEPUTY DIRECTOR OF PUBLIC WORKS .•
PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 .� _d TRACT 29798-2. P H. 2, LOTS 5- 17941942
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �` �� W. DOERtiES D�►TE: .,�• •.
DATE COMPLETED c��� R.C.E. Ile. 16526 EXP. DATE s- R. . 197!H EXPIRES 9/30/05 _ TITLE SHEET SHT. 4 OF 4
J.N. 34001 3401EPH2O4 12/07/04