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CONSTRUCT/ON NOTES QUANT/T/ES
&—CONSTRUCT 3" A.C. OVER TREATED NAT/vE GROUND szz.o S•F PRIVATE ENGINEER'S NOTICE TO CONTRACTOR GENERAL NOTES
P GONSTRVCT 6•O.G.C. CvRB 212 L.F.
I H CONSTR//GT 3'N/GH OLOGKWALL PER,06TA/L /16REDN /65 L.F.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES �l L EA ;RARING SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER 70 AND
I, AL SHOWN ON THE PLANS ARE OBTAINED BY A SEARCH OF AVAILADLE RECORDS. ¢o--REMOVE 8 CITY OF LAKE ELSINORE ORD. 636. E
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT
MUSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL 2. MINIMUM BUILDING AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR PILL IS
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LESS THAN ]U FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3 FEET DEEP
LINES OR STRUCTUBES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE AND BE CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES.
FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
3. MAXIMUM CUT OR FILL SLOPES SHALL RE 2:1 OR AS SHOWN.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETECONSTRUCTION
RESPONSIBILITY ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOIL ENGINEER
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS III SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED. A FINAL COMPACTION
PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT 171I5 REQUIREMENT �•
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND HEPORT SHALL BE SUBMITTED FOR ALL PILLS OVER 1 FOOT IN DEPTH PRIOR TO THE G
THAT THE CONTRACTOR SHALL DEFEND INDEMNITY AND HOLD THE OWNER AND THE ISSUANCE OF BUILDING SUBMITTED
O
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY 5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO TILE BUILDING AND SAFETY
ARISING FROM THE SOLE NEGLIGENCE OF TILE OWNER OR THE ENGINEER. DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE
WITH THE APPROVED GRADING PLAN PRIOR TO THE ISSUANCE OF THE BUILDING PERMITS.
CERTIFICATION SHALL BE TO LINE GRADE ELEVATION AND LOCATION OF CUT OR FILL -
SLOPES.
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6. COMPACTION SHALL BE 90% OF MAXIMUM DRY DENSITY PER ASTM STD. D-1557-70 = C
METHOD"C". - -
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7. FILL SHALL BE PLACED IN LAYERS AND COMPACTED UNDER THE SUPERVISION OF THE 27
SOILS ENGINEER. FILL LAYERS SHALL NOT EXCEED 8 INCHES IN THICKNESS.
,,,//A����' ,,q B. ALL SLOPES SMALL BE PLANTED WITH APPROVED PLANTS FOR EROSION CONTROL.
Dry^�) 0I1G 9. IT IS THE RESPONSIBILITY OF THE PERHITEES FOR TILE LOCATION AND PROTECTION
0 OF ALL UTILITIES.
h u 6.
- 0 L' 0'�.. L•' 0-4 1 V' 10. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 8E
I9�o�,.' USED TO PROTECT ADJOINING PROPERTIES➢URING GRADING.
O b ERG 11. DUST SHALL BE CONTROLLED BY WATERING AT ALL TIMES.
12. A PERYIi SHALL BE OBTAINED FROM THE BUILDING DEPARTMENT, CITY OF LAKE ELSINORE
y 00 a PRIOR TO ANY GRADING OPERATION.
13. THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS
0 ate, O PRIOR TO GRADING. -_-
14. QUANTITIES SHOWS DO NOT INCLUDE SHRINKAGE, SUBSIDENCE, RECOMPACTION OR
/rlytUl� LAND CLEAR+'ICE LOSSES.
l 2 15. ALL GRADING SHALL BE GONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
EXIST GARAGE •� 4T EXIST GARAGE PRELIMINARY SOILS INVESTIGATION BY
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STATE OF CAL/FORK/A LAWS, ANO A PERM/T TO CONS7A7UC7- MAY
AVENUE
GRAHAM 6E /SSL,Ep.
NOTE
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SEE STREET/MPRO✓Eb1EN7'PLANS M/LO K. KEITH, R.C.E. 98'6/
I• FOR GRAHAM AVENUE.(OWVNGR 7O-F/A v'pEFEe�
` SOALg � CITY ENG/VEER
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Q REVISIONS - APPROVED BY:
VALLEY CONSULTANTS, INC.t,
W eAl/
W 3 W ? o CITY OF LAKE ELSINORE
NL/~y ✓6.k S4NTA2122 5ANAH-1510 CAGRAND 100RNIA,N 927051TE'G" GRADING 1 AN
fs RONALO L.CALMER RCE N0. 20949
0 q DATE: O✓- �IJ �✓� (714) 754 SHEET
y /+ •c- APPROVED BY: SCALES BENCH MARK U.S.C.D F� G.S.,F307
VIC.I�IT7 �VIA� BRASS ISK TOP OF CONCRETE POST GRAHAM AVENUE OF I SHEET
S.E. GRAHAM AVE. AND
RAILROAD CROSSING FILE NO.
CITY ENGINEER ELEV.a 1273.61
ND SCALE PATE� DATE W.O. FOR F.B.