HomeMy WebLinkAboutLot 1-2 Precise Grading GENERAL GRADING NOTES
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER
Z t 70, AS AMENDED BY ORDINANCE 457.
/0 N 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE IX.
v+ DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED
$ ` A MINIMUM OF 2' FROM TOP OF CUT OR FILL SLOPES.
a '16 i 3. MAXIMUM CUT AND FILL SLOPt - 2: 1 .
G-n Z
.� 4. PROVIDE 5' NIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
c lip FILL SLOPES OVER 5' HIGH.
/� ��� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
MODEL �� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
&IJUNAK MOrPRIM 3 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
SCALE: 1"= 30" OVER i ' DEEP.
# ,e 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF
k. 1 ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
� A� UNDERGROUND STRUCTURES TO. ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO
LINE. GRADE. ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
/¢ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
Z I9 AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS
LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH ALONG TOP OF CUT SLOPES.
to IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER-
8. FINAL COMPACTION REPORT MILL BE REQUIRED FOR ALL FILLS GREATER
SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND s S /7 I6 I5 UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE THAN ONE FOOT.
PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN g- ALL GRADING SHALL 8E DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
�QpD ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
- MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES THE PRELIMINARY SOILS INVESTIGATION BY
& OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DATED TWO SETS OF THE FINAL COMPACTION REPORT SHALL
-9.3��s � TRACT NO. 20879 TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE
FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING
l5 WORK. HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
`m PRELIMINARY SOILS REPORT.
ap KEY MAP NOTICE TO CONTRACTORS
moi► aI� 1 SCALE :1"=iGb' � � 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT of PUBLIC WORKS AT LEAST 24
i HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT. PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411
,I C�✓EN//y BL ANS' INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
Q� \ �lI)EL ST APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
NFA �E. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
Z) HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
F THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PRIOR TO THE APPROVAL OF FINAL INSPECTION.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND 1•IAS
BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL, AND OTHER DELETERIOUS
To MATERIAL.
IDE 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 REGISTERED ENGINEER
PRIOR TO PLACEMENT OF FILL MATERIAL.
TO CMWM 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
WY.74 PERMANENT DRAINGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD at
MNY.74 TO IST FOOTING TO BE y
PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES
LAKE DEEPENED r Z 15. OUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
CITY ��VED LOT !is = PAD ELEVA .t'MT�•
ELSI �? F 1 - MIN. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
In TO FUNCTION• EXPECIALLY DURING STORM CONDITIONS. PROTECTIVE
DEEPENED FOOTTN6 I PAD ELEVATION MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
a 614 _ VAAI PAD-1258. ADJOINING PROPERTIES DURING GRADING OPERATIONS.
6- MI TO F.F. ELEV. > pf PER PLAN FF-1259.4- E911SH MOOR 66WTm
!�'T •fit' 6 + TRA DEPTH DEPTH FOOT/11la 5 MIH- st ABOVE PAD LVA 17. STABILITY CALCULATIONS KITH A FACTOR OF AT LEAST ONE AND FIVE-
FOOTI PER we TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
S IAI&S RD �•, ruRCLAxmg RD PLAN MAX. �. ' LENGTH OF DEEPENED 430BR MODEL TYPE DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 ' IN
d . C ft m "I C VERTICAL HEIGHT.
IRXfIlETA ��'T�RFr�a s E A� • ���/L A0 ELEV. f °s ai 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
ONE YARD AVEN% / _ � ''' CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC
PROJECT ' NZ p�• E>'r , G ' P-PROPERTY LINE LEVEL)ELEVATIONS
SHALLARE
BERGIVEN. IFTHE
ANELEVATION
ELEVATION (WITH
WITH RESPECT TO ADJACENT
• LOCATION 2S� III��II 12' MIN. GARAGE FLOOR ELEVATION GROUND SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT
p . •S GROUND SHALL BE GIVEN.
NOTE: THE EXPOSED PORTION � THE DEEPENED RETAINING WALL-.
FOOTING SHALL BE FORMED. WHEN REQUIRED, 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
TEFtE[XA.A MEADOI•!S IARItiJAY 6Y SEPARATE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
PERMIT q= -pF-- Ay OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. SHALL BE
To TYPICAL EXTRA DEPTH FOOTING 60.50 PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION THEREOF.
E NOT TU SCALE SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON CENTER:
SAM OT
f • �
CURB SHRUBS
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT
SIM SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION
' P/L PL-Ir., F DEVICES PER U.P.C., CHAPTER lO.r .
5' MIN. 5' MIN. TYPICAL LOT 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERroR MALLS AT NOT
as
UNAUTHORIZED CHANGES s USE 3' 2' 2' 3' NOT TO SCALE LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
THE ENGINEER PREPARING THESE PLANS WILL NOT MIN. MIN. MIN. MIN. 21. NO 08STRUCTION OF FLOOD PLAINS OR NATURAL WATER COARSES SHALL 8E
BE RESPONSIBLE FOR. OR LIABLE FOR, - PERMITTED.
UNAUTHORIZED CHANGES TO OR USES OF THESE 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PLANS. ALL CHANGES TO THE PLANS MUST BE IN PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING.
WRITING AND MUST BE APPROVED BY THE PREPARER UPPER IPAD
OF THESE PLANS. ' '
MIN LOWER PAD
+ 23. APPROVAL OF THESE PLANS 8Y THE CITY OR ITS AGENTS ODES NOT RELIEVE
6 _ .� _ LEGEND CORRECTIONTHE ANT OF ENRRRORSSORNGINEER FROM THE OMISSIONS DISCOVEREDODURINGITY CONSTRUCTION.
BENCHMARK `"IN' - UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
.S F.S. - FINISHED SURFACE Q3 - SHEET M1M8ER SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. _*
ELEVATION: 1230.'562 OATS: 9/13/82 2X IN 6 OPE VARIES
RIVERSIDE COUNTY DESIGNATION T-27-E1 STAMPED ON 2-1/2' BRASS 211 MAX. 2: 1MAX. - T.C. - TOP OF CURB i20o. - PAD ELEVATION
DISK IN#' FROM THECONCINTERSECTIONRNT OF FROM STREET AND RANCHO CALIFORNIA SECTION C - C 211 MAX. F.L. - FLOW LINE - TRACT BOUNDARY NOTIFICATIONS
ROAD. 3.4 MILES NOTHEAST ON RANCHO CALIFORNIA ROAD, 44 FEET NOT TO SCALE
NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, 3 FEET INV. - INVERT - DAYLIGHT LINE
SOUTH OF A 4 FT. TWO RAIL FENCE. 2 FEET WEST OF PP 01751190E. NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLMNG UTILITIES OR AGENCIES
SET FIBERGLASS WITNESS POST 1 FOOT NORTHWEST OF MONUMENT. F.F. - FINISHED FLOOR - RETAINING WALL 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
0112NER 6.F. - SUBAGE FLOOR - EXISTING CONTOIIR"5 CITY OF T'EMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411
.0_ PIERCE CD1P
Underground Service Alert SOILS ENGINEER AwR
220! MARTIN ST_. STE. W10 - LOT NUMBER 1600 - PROPOSED CONTOUR S UNDERGROUND SERVICE ALERT: 1(600) 422-4133
IRVINE. CAL 92612
714-752-0676 RANCHO CALIF. WATER DISTRICT (USA)(800)-422- 4133
Calc: TOLL FREE 1234.0 - TERRACE DRAIN
RIM - AtM ELEVATION -
EASTERN MUNTCTPAL WATER DISTRICT (909) 766-1630
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RONALD J. PARKS !
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AS SHOWN re'O'CALtF� R.C.E. No. 16526 E, ,os 6-30-97 R, W44E - - T ��+ TRACT No . 23142 ,
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