HomeMy WebLinkAboutTract Map 21430-1 Lot 57-61 Precise Grading GENERAL NOTES
CITY OF TEMECULA , CALIFORNIA
1. ALL GRADING SHALL CONFORM TO THE UNiFORM BUILDING CODE. CHAPTER 70. AS
AMENDED BY ORDINANCE 457.
2 MMMI KN BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1% DRAINAGE
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF
RAC 21 30 1 MODEL HOME SITE 2' FROM THE TOP OF CUT OR FILL SLOPES.
I MAXIMUM CUT AND FILL SLOPE - 2: 1.
PRECISE . RADING PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EOUiVALENT ALONG THE TDP OF ALL FILL
SLOPES OVER 5' HiGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERViSION OF' A COMPETENT SOILS
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER f' DEEP.
A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA•S PUBLIC
WORKS DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. GRADE ELEVATION AND LOCATION
a '•
OF CUT/FILL SLOPES.
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PiTO,IECT 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR O STORM FLOWS, ALONG
SRE J, TOP OF CUT SLOPE.
Ord 8 FINAL COMPACTION REPORT MILL BE REOUiRED FOR ALL FILLS GREATER THAN ON FOOT.
"�ca�s 3 - J! 9. ALL GRADING SHALL BE DONE IN CONFORMANCE YWTH RECOMMENDATIONS OF THE
A 4V x PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC. DATED JUNE
29, 1988. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO
• J! THE BUILDING AND SAFETY DEPARTMENT W ICH SHALL INCLUDE FOUNDATION DESIGN
_ i1 J7 .X 14 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
12 jW 2� WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOiLS REPORT.
s,
4.1 12 iQ THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 24 HOURS
r sJCt IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
c� ss 1J INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
!t tt 1 1 f !+! 11 n EACH LOT. PHONE (909) 694-6411.
VICINITY MAP - - - W 11 - 1'
2 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES
NOT TO SCALE to S 59 st SI SD I9 it tl K 1J 1 1 1 ! • >' t s I J 2 EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS
st 1 OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
• ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
NORTH GENERAL KEARN A 12. NO FILL SHALL BE PLACED ON EXTS77NG GROUND UNTiL THE GROUND HAS BEEN CLEARED
OF WEEDS, DEBRIS. TOPSOIL. AND OTHER DELETERIOUS MATERIAL.
MODES HOME WE CLEARED.
IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL iS TO BE PLACED. IT MUST BE
CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT
PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO
PLACEMENT OF FILL MATERIAL.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
IIP ' X26 2 7 PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
I& DUST SHALL BE CONTROLLED BY WA TERING OR OTHER APPROVED METHODS
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY
DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING
GRADING OPERA TIONS.
��• ��• 17 STABILITY CALCULATIONS WiTH A FACTOR OF AT LEAST ONE AND FiVE TENTHS (f.5)
SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE PUBLIC WORKS DEPARTMENT
FOR CUT AND FiLL SLOPES OVER JD' IN VERTICAL HEIGHT.
1IL A REGISTERED CIWL ENGINEER SHALL SUBMIT CERMXA77ON OF BUILDING PAD ELEVATION
- WHERE SPECIFIC ELEVA77ONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN
SEA LEVEL) SHALL BE GIVEN. 1F AN ELEVATION WITH RESPECT TO ADJACENT GROUND
SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL
BE GI VEN.
GENERAL NOTES 1t. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
ABOUT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'
IN VERTICAL HEIGHT. iN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED '
TREES. SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
I: 1. MffVWVM PARKING LOT GRADE SHALL BE ONE PERCENT. CENTERS. TREES, 20' ON CENTER. COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4'
IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
2. MIN MUM GRADE FOR RIBBON DRAINS SHALL BE 0.35 PERCENT. PREVENTION DEVICES PER U.P.C. CHAPTER 10 R.
,1. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRAD1r SURFACES PRIOR TO EARTHWORK UA1� 1 1 1 IES � FlNTSH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR MALLS AT NOT LESS THAN
PLACEMENT OF PAVING. GRAPHIC SCALE 1/4 PER FOOT FOR A MINIMUM OF 3 FEET,
4. ASPHALTIC EMULSION(FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN(14) DAYS INDEX MAP EXCAVATION Elu18ANKMENT 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF
0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, RAW 250 C.Y. 0 C.Y. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED 1N THE FIELD PRIOR TO
39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. ( INFE
S SCALE: 1 " = ZOO' COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
I THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF 1 inch - 200 tt
PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
TY RIGHT -OF-WAY - APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR CORRECTION OF ERRORS
6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS. ONE OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE
INSPECTION AT iNE TIME THE BASE IS PLACED AND THE SECOND WHEN THE A.C. HAS
LEGEND PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
BEEN PLACED. NOTIFICATIONS AND APPROVAL.
T. u. TDP of MAIL
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED W V9 AREA.
T f TDP CF . F60 TTi`i C.
AND RELOCATION AND COST OF ALL EX/S7NG UTILITIES. THE CITY SHALL BE INFORMED 48 NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWNG UTILITIES OR AGENCIES G.F. GARAGE FLOOR
HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411. 2 WORKING DAYS PRIOR TO STARTING CONSTRUC77ON OF EXCAVATION: G.B. GRADE BREAK ENGINEER'S NOTE:
U. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CER7IFY 95 PERCENT COMPACTION OF CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 F.l. FLOW LINE
BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT OF ASPHALT PA WNG F.S. FINISH SURFACE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBRITY
UNDERGROUND SERVICE ALERT- (800) 442-4133 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THiS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
F.G. FINISH GROUND APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE
F.F. FINISH FLOOR CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS
nderground Service Alert BENCHMARK DESCRIPTION y� PpLo PL--stry
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WiTH THE PERFORMANCE
G, Top o F Cum g OF WORK ON THIS PROJECT. EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
Call: TOLL FREE T-46-81ELEV. 1091.074 2:1 2:1 SLOPE (UNLESS OTHERWISE NOTED) OF THE OWNER OR THE ENGINEER.
151 THE EXISTENCE AND LOCA 77ON OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWI
/ 1210 FINISHED GRADE CONTOUR ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS.
t` I -BOO FROM THE INT: OF RANCHO CALIF. ROAD AND FRONT STREET 1.7 MiLES NW ON FRONT STREET THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT
_1I JEFFERSON AVENUE TO THE INT. OF JEFFERSON AVENUE AND WiNCHESTER(HWY 79). THE UTILITIES SHOWN AND ANY OTHER INS STRUCTURES�� 422-4133 .�...�T..Ta< E LINES OR UCTU ES SHOWN OR NOT SHOWN
J 2.0 MILES NE ON WINCHESTER ROAD(HW'1' 79) TO A BRIDGE OVER THE TUCALOTA CREEK -+ --- -� GRADE SYiIALE (1R MIN.) ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO
AND SANTA GERTRUOIS CREEK FORK. IN THE SE WiNG WALL. 6' SE OF COR OF BRIDGE ABUTMENT. RETAtNiN6 W�J.d. THESE LINES OR STRUCTURES.
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