HomeMy WebLinkAboutTract Map 14936 Lot 19-20 Precise Grading `r
MENEM
0 . �p GRADING NOTES
t ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
--WINDY
la�A�NIC �GAt,E ��� �(op,M polo AS AMENDED BY ORDINANCE 457.
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1f�1�POJ�Mi��l(5" Q1�1[ GtgA�,�U �XI�(It.I�x A'G' PAt 104 I � �� i � "p00 Q. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF GUT
IN OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER THAN 10' .
c 15 I PT"E ^;s� DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A
owP° I _1 MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
I E ti •
Zi•29� I I o �, ``y� i �seR5 MAXIMUM CUT AND FILL SLOPE = 2: 1 .
O ¢ �XI�Ti�lla F�}.10E x x r — .
� / — — \ 1 -Lso9 aPg - -- - - -9-®-- 4
Fs ®® ®-� ® ® `�� I O iJ' 4, PROVIDE 5v NIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER S' HIGH.
5 THE GRADING CONTRACTOR SHALL VERIFY WITH THE LOCAL UTILITY AGENCIES
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AO
,m ® I I ,�Of'QP �i41,Y15TRATlON
i I O�Pc�oo �. oP� oc I THE LOCATION OF ALL UNDERGROUND UTILITIES ON THE PROPERTY.
cc I ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
m I RANCHO CALIFORNIA uB
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED
"oI Po �G� ! AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 '
o I 1 Yeo o c P.c°e4
I 1` I 'F` CPl PTLD I DEEP a
I 4 CTH
S
® 1,01 19 I �\ \a` I ��\I 7 A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY
5 I
"� W DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
Pct° I ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
IL , 9v�ycHo �` a ° °A m"Po ' P° I BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION
CALIFORNIA m �'F Ix I
L--__-, -_ -- -_ - - -- -- -,�- _ _ AND LOCATION OF CUT FILL SLOPES.
PROVIDE A BROW DITCH., DESIGNED TO HANDLE 10OYR O STORM FLOWS, ALONG
w j TOP CUT of SLOPE.
Hol TO 0.466
FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT.
IT
/0 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION BY 1�i1,A�1>7 foUt�nAT1a0 ftlUl� ttl(n Cd7MPA1\I`�
DATED N®�1. lly , 1g"J9 TWO SETS OF THE FINAL COMPACTION REPORT
— SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL
INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT
— �•C.P/�UEMEivj GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
I— — — - -- I— -- — -- G/Z� �� PRELIMINARY SOILS REPORT.
11 THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING
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DEPARTMENT °AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE
AND DRAINAGE INSPECTION.' THIS INSPECTION MUST BE APPROVED PRIOR TO
BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
72® I 5 M T
E
'� I � �� l � � ` — Oh�C. ��,�JNr4G� �uIACe !Z CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
ci) r I I Q I C SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
L EX/✓j ®j Ta 6cACE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION
. I a AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE
2 I�MA(G�I �X1�1 �AVIfJI� UCI�/E/tIj i APPROVAL OF FINAL INSPECTION.
i 1
J NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
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CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
�� , I T ®� 4,0 06,VW
/ . IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL Is TO BE PLACED, IT
�% . - ( I �5 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL
IkeLFi�7'�� �b63AI�lA(� SUTALE�I �L a C//8/C' SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS L
�XI�TIIJ(a COtiJC
TrP� f/ /�F /�//I// ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
\�pfl 'L0.9�iT.1a.' fL,) I _T— ��) EX/ /9.. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
®® ° �� ?�sl 211 1, _ PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE
y C�Xf T G'O/�/�OL/ PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT
4 U� R IIJ PROPERTIES.
5 5 SroRM A1rJ 1 o(,A'(� AP)�A c� INU�IDAfVQ SuDU A
`—� ............ P�coM� Cit MAXIMUMfk- I.2'
iMQgoV�Mt�J1- 22,7�� 2� �� J . DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
ISA �MOV� Kt<1( CURE `�1 / I7. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
v FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES
. O EX/�� I Ole® l
� 15'( �A I (� ra ® AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
76C-01-&4 , ell PROPERTIES DURING GRADING OPERATIONS
�' Q �sJ L, r-,61 9p'fI & STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIV_ TENTH
'1 (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND
N Z I I ALL, Or LOfe) 19 4 ZO, -111 'r 1493&) Ab 690WO 13Y SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL
X22. IP D� HEIGHT.
_ —
i— _ I /j A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
r F—) CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
BENCH MARK ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE
v �ti g GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT, GROUND SURFACE IS
All
d Brass Disk Stamped 600-9-68 REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
b 0. 6 iri13s Northeast along Hwy. #71 from the Post cf;ice GIVEN ®
in Temecula, 1 .2 miles North on $.wy. e395, 475 ft. _'Ist
of the intersection of Jeffersoa Ave. 100 ft. Teo•'.: of f0 EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH APPROVED
tNe South bound lanes of Hwy. #71 and 4 ft. lower -han GRASS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL
o th® highway/ 5 ft. Southwest of the intersection o,'. i.he HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED
two wire fences, Oft. Northwest of power disk
i
= p�1797160E; ft. West of a marker post' a brass ddisk TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT
d
LOT ZL7 in the top of a concrete post. 10° ON CENTERS; TREES, 20' ON CENTER;
-- ' COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT
24•�Eb � : Adj . Elev. 1039 . 145 ft. 1973 SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION
16ZI16 Z21AI49DEVICES PER U.P.C. , CHAPTER 10.r.
PAVING NOTES
I �' �L�l,� /. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
1. MINIMUM PARKING LOT GRADE SHALL BE 1%. LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
2 . MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0 .35%. ff "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
® PERMITTED. "
3 . AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE
SURFACES PRIOR TO PLACEMENT OF PAVING,
eIALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
° 4 . ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND ?4. EARTHWORK QUANTITIES ARE BASED ON 3" A .C. PAVING OVER A 5" CLASS IT,
SHALL BE APPLIED AT A RATE OF 0 ,05 GALLONS PER SQUARE YALD,
ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE BASE WITHOUT SHRINKAGE AND SUBSIDENCE.
STATE STANDARD SPECICATIONS.
CD
Vivi � N 5, THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY-OF TEMECULA ENGINEER-
O FidefloO
N N ING DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN
I% 5 43' �Clll.t'llt-1U TO
CITY RIGHT-OF-WAY. CUT: CU .YDS. FILL: CU .YDS.
e. 06> TWO SP;JCIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND SAFETYCD
tN6(i�iUCT ACRF� PER Pi1�J. �D. �(C/. 'l12 .
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DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE IS PLACED AND
THE SECOND WHEN THE A.C. HAS BEEN PLACED. Z� Cotit�fRt1CT 3" AG r Ui0ti NeA 1�7" C146(, 1L ftee, 97r70 6.r.
10HN
0 0 0 O
% o p LDS' 21 -• 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THECo�lh�P?U%7' �' C17�1CR -fERA1�1Ara~✓ SUTAtti (51>: fA1L� 522 L.
�n64
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING
PSD 06�b A.G. �G1t11�i1� a1 �.s+
d0 RAtalAla� X46,F Mcl.l� 193
u1_ UTILITIES. THE CITY_ SHALL BE INbORMED 48 HOURS PRIOR TO ® CD�I�(PUC( (�(�G 3(9 (�>�,AT>✓D itJl�� (5�!✓ �[b2t�I ®2A'�1 I �Q.
�(D�M VFiAld I — �I �F ZZ.9G/ rLOf 1�A1.� II339 BEGINNING OF CONSTRUCTION AT (7' 4) 694 - 6400.
rao Aw pL'of rud 1s/o PL�1.15 5M L7efA10.
o �1 ; 23•&rG. AG ���� ( XI6?l�1Lt " A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95%
1►33� �� ®��SITE � a:�Mak. 22.9�5 2Z.�� A"G. PA���T �vlLnwc� �4 Ok
2�•� fix , COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND
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PLACEMENT OF ASPHALT PAVING,
,, lat�iADI�1C� UIDRIL
PREPARED UNDER THE SUPERVI.SION OF: PREPARED BY: MARKHAM a ASSOCIATES SHEET
Phi PM 2133 I ' MaTa P>vIU�1;1� ® 41750 WINCHESTER ROAD, SUITE N CITY OF TEMECULA
TEMECULA, CA. 92390
_RE&S_TERED CIVIL ENGINEER NO. 23464 (714) 676-6672
® REGISTRATION EXPIRES 12/31/93
s DATE DRAWN BY: J.J. DESIGNED BY: J.J. REVIEWED f3Y: T.P. PRECISE GRADING PLAN
APPROVED BY: SCALE Ill= 20' BENCHMARK SEE ABOVE. OF SHEET
CONTOUR INTERVAL= 1' TOPO SOURCE: FROM AFIELD PLOT PLAN 9039
1K lilg SURVEY CONDUCTED IN DECEMBER
\�< ' DOUGLAS STEWART, R.C. E. 37254 OF 1988 BY S a A SURVEYING. LOTS 19 a 20, TRACT 14936 FILE N0.
5/ DEPUTY CITY ENGINEER, EXP. 6/30/92
N0. REVISIONS APPR. DATE DATE: CITY OF TEMECULA 98