HomeMy WebLinkAbout180 EARTHWORK QUANITIES CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE
GENERAL NOTES V
I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER CUT FILL
70. AS AMENDED BY ORDINANCE 457 ANa c/rY of GREE ccrRs +rq.vogq nr,
1-\, hISED 1 "ACT NOo 24856 1
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF 76,250 C.Y.
CUT OR FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER _ 66,960 C.Y. �.M. 8L99 p.M. /a Ys7
THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3 DEEP AND A REVISION OF TRACT NO. 24856 ASFILED IN BOOK 219 OF MAPS,
BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL PAGES 79 THROUGH 83 INCLUSIVE IN THE OFFICE OF THE COUNTY
SLOPES. SHRINKAGE -9,150 C.Y. ——--—-- ———————, RECORDER OF RIVERSIDE COUNTY. BEING IN THE CITY OF LAKE
ELSINORE. COUNTY OF RIVERSIDE. STATE OF CAL IFORNI A.
3. MAXIMUM CUT AND FILL SLOPES = 2:1. TOTAL 67,10 0 C,Y, 66,960 C.Y.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF I 1 2 3 4 5 6 7 $ j 10,1� 12 3 141rJ
ALL FILL SLOPES OVER 5' HIGH. 'f�r{ll N
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT I OtBIIge B1068om 1VHy d N o
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN - -
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT - - - I SHEET N 26 I E4u
z oFOR ALL FILLS OVER 1' DEEP. 60 59 58 57 27 I o ZNNINSMALL BE REQUIRED WHEN NATURAL SLOPES ARE EQUAL TO6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND ofl EMCEED 5:1 OR WHEN RECOMMENDED BY THE SOILS ENGINEER.SAFETY DEPARTMENT WRITTEN CERT I FICATION OF COMPLETION OF ROUGH — 615628 25124 23 I RUNN I NG DEER RD ; 't• PROJECT
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - - - I 6 2 55
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �sETBACK PER GRADING coce _ 29 NECTARINE WAY.... LOCATION
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ALTERNATE I COMPETENT EARTH I 5 4 ° J KIWI WAY- o
7. THE GRADING OF CUT SLOPE PROPOSED BEHIND LOTS 2 THROUGH 14 SHALL BE IN 63 N 30 I u MANGO WAY
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PE7RA GE OTEOINICAL 5EFT.6,1996 E NATURAL CflWNO AVACADO ST.--'I�DUNTAIN m Q
GEOTECHNICAL RECOMMENDATION5 FOR FROK ED MV15ION OF CUF 4,FILL SLOPES"REPOR{. S�Op __ y 64 53 M 31 0`os w Of �P AREY
5E6 NOTE 9,FOR ALL OTHER GRADMG.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER f��y / - 65 5 Z
THAN ONE FOOT. 2.MIN./ / Tp6L[MATEP\A� I E- 32 a>
9. WITH THE EXCEPTION BEING Ae, DEFINED IN NOTE No.7, /M,OVE UN lA 66 51
ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS _ 1 PE i a(TYP) 1 I 4) 33
OF THE PRELIMINARY SOILS INVESTIGATION BY PETRA GEOTECHNICAL, / e. 67 SO eD I COUN"eY Gcv/A Esr9 res
INC., DATED NOVEMBER 28, 1989. TWO SETS OF THE FINAL T KEYWAY w' NI 68 49 'i. 34
COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND I I (TYP) \�I (D 3 5
SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RARE FOR SHEET FLOW
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE -oRPRovroEPAVEDORAIN. 1o'M1N.IMEYwAYINcuNEDz%INTO SLOPE) @,I 69 48 .0A a
WRITTEN PERMISSION MUS
IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY BEOBTAINEDFORANYGRAOIN. BENCHED FILL OVER NATURAL' 70 47 36
SOILS REPORT. (J.N. 421-89) ON ADJACENT PROPERTY
�SETBACN PER GRADING C00: _ I 7
10. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND R FILL SLOPE S EET NO O�
v I
FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT /MpTi°L - I 72 45 .� $
SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE
SLOPE FROM ERGS ION AND I NSTAB I L I TY I N ACCORDANCE WITH �--�---1 /Mo E ONS I 73 44 39 I INDEX MAP
ORDINANCE NUMBER 457 PRIOR TO THE APPROVAL OF FINAL CCOMPACTED �/ Pj `L ti -
BACNFILL ; I V.O .I A I a
INSPECTION. \ COMPETENT EARTH V, 74 43 40
11. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND /I /� N P /L j I o. 75 42 ml-� 4.1 I - zoo m LAKE
HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER KEYWAY ALTERNATE 2 FNa
DELETERIOUS MATERIAL. / J�
12. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE I - /•� j a' TYP' L——————
PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM -NATURAL GROUND - - VICINITY MAP
NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED I r R a e T
BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL `� 1O_-_1 /B 7/q-3 N.T.S.
MATERIAL. KEYWAY_ (TYP)
r
13. DURING ROUGH.GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF z'MIN J...I
PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL w UTILITIES
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO -15'Mw.OR STABILITY EOUIVALENT PER 841LS ENGINEER o
ADJACENT PROPERTIES. RECOMMENOATION(KEYWAY INCLINED 2%INTO SLOPE) 60' R/W R/W 20'
'-CUT SLOPE TO BE CONSTRUCTED PRIOR TO - - - SEWER AND WATER
PLACEMENT OF FILL. 41 J BLDG. ______________________
14. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED F o SETBACK 2' BENCH
METHODS. - - BENCHED FILL OVER:CI.JT, u z
a o I PROJECT BDRY. ELSINORE VALLEY M.W.D.
16899 LAKESHORE DRIVE
15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST _ R/W N 60, R/W 20' 10, 15' LAKE ELSINORE, CA.
CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE 10, 20' 20' 10, t8' 12' IPAD LIMIT 714-674-3146
USED TO PROTECT ADJOINING PROPERTIES DURING GRADING I 1 4AIL�R
__------ TELEPHONE2�OPERATIONS. 6 B t2 t2 e 6VAR. TO 7 2 ULTIMATE GRADE.I6. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVEI /4"/ G.T:E.
TENTH (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE2X 2X 11 120 E. THIRD STREET
BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER h 4 C qqLL � ' ROUGH GRADE PERRIS. CA 92370
30' IN VERTICAL HEIGHT. T.C.-1 0' 6" PCCPCURBI REGTRK UNDERCUT 1-800-482-6711EXISTING IMPROVEMENTS _ - AL
A.C. PAVEMENT T.C.-0.33' GROUND
17, A PERMIT SHALL BE OBTAINED FROM THE BUILDING DEPARTMENT,CITY cur/F/c c c/N E T.C.- 1.0' ELECTRIC
OF LAKE ELSINORE,PRIOR TO ANY OPERATION. F ___________________
THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY T_5 rc°PE" C 2 / vNe err NeTEO oTyElw/ls) N.
FRONTING ON PUBLIC STREET SO. CAL. EDISON CO.
Ie, COMPANIES 48 HOURS PRIOR TO GRADING. ROLANDO STREET N.T.S.
/f00 PRe E[!✓qT/ON
MOUNTAIN STREET MOLA MENEFEE ROAD
ROMOLAND, CA 92380
19, FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS �',K/y, MgfeN!)' acoC•f WgAc N.T.S. 60' R/W R/W BLDG. 1-800-442-4950
DETERMINED BY THE MODIFIED THREE LAYER A.S,T.M.D-1557-70 TEST - - SETBACK
METHOD. _ 3'WAep FENCE oN Tom of
GAS
20. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE 7'Mg1°NRY aced wRcc -------------------
FOLLOWING STAGES: R/W 60' VW I SO. CAL. GAS CO.
G�weep FENCE
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND 10'• 20' 10'>R ?e' tl2' BENCH 3700 CENTRAL AVENUE
BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS a'wee p FE Ncc oN ros 20' I RIVERSIDE, CA 92516 J.ANY SUBSTRUCTURES, ����AI�����L ,
L
B, DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, eF 3',atect M Rro•v?Y wRGc i 6' i 6' V•h I ULTIMATE GRADE 1-800-367-2691
BENCHING AND FILLING OPERATIONS.
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND R/w .4/G yT 0 A R/R p 2% 2% I 1 •:.»
FILTER MATERIAL. 2X 2%
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURINGr.w. TaP aF wRLG a" PCC SIDEWALK .c.- 1.0' 4" PCC SIDEWALK �� ROUGH GRADE
CONSTRUCTION. T•1= TOP o�roOf1NC g PCC CURB& GTR r 6" PCC CURB It GTR UNDERCUT I CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER
21, ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION ,N.c<°errot T.C.-0.33' MY SUPERV I S ION AND THAT I AM A DULY REGISTERED ENGINEER
o q q
SAFETY ORDERS. B ON ORANGE UNDER THE LAWS OF THE STATE OF CALIFORNIA, REG. N0. 35300.
T.C.- 1.0'
22. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY el.ossoM COURT EXPIRES: 9/30/91
OF THE PERMITTEE. INTERIOR STREETS SIDING ON PUBLIC STREET 23, AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. N.T.S. N.T.S. `J'�wu / 4 --A`
' /�H/6y GERM PEd ��i �/ >� /
24. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING G•fRO/.V6 rUPE.FP/f/ON ee.eT/c/cgse GENELgG I / Y Ir
DATE
TO COMPLETION OF GRADING OPERATION. THE uA'aEe.r/sNe o c/v/e ENO/NErR CERT/P/Er NeTE A
` \
25• THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER ry/s ORgp/ o weq w/c-c aE rUME•Cl//.rEO 1" j QTOFESS/.Nq
FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. /A/ RfCOR 09NCa W/)R r6CT/°N 7o/s, C//R/re.e I hRsj•PpENOF9/.^y .:�F -
APPROXIMATE DATE OF: BEGINNING OPERATION /e 9/ 70, ° TA'E u/Fc .c'I I CERTIFY THAT REVISION OF THIS DR
26, APPRO oiJC� Wf15
�— PREPARED BY ME OR UNDER MY SUPERV FQN' H 1 r
COMPLETION
I AM A DULY REGISTEKEDENGrNEER
27CALIFORNIA,
u D�kK
NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION &0.9/3G/9l'
GREATER THAN 12"WILL BE PLACED IN FILLS, UNLESS THE LOCATION, /JRT6 ✓RM Er r Pq �c.Prr RCE s ssee I: * >F - OF THE STf1TE OF CALI FORMA, REG. `0:t33,�2Q".:5
Po 30 9G /
l MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY _ - cKP, __ I "AS-BUILT"INFORMATION AS DEPICTED HEREON IS BASED UPON �f'Plir FFCAI P EXP.: G-'i84P.� 1 1t
\ THE SOILS ENGINEER. DATA PROVIDED BY S & A SURVEYING; S & A SURVEYING
µ•�'D'L'S• �T«-�- dF 1^rr�TT CI LLZ 1 O-o L-Qrj PERFORMED THE CERTIFICATION FOR IMPROVEMENTS AND THEY .. N -n�.I�-{-I I r Ore
I'/-,d L.l-r,3 S 3-S S '00 4-o Z T7P/e 9 e 417 G F R a/N c ARE THE"SURVEYOR OF RECORD"OF THIS PROJECT.
NO. DATE REVISION APP'D DRAWN - CITY OF LAKE ELSINORE /
BENCH MARK SHEETII
RIVERSIDE COUNTY B.M. 178, SET DESIGN ® v ROUGH GRADING PLAN
1 CUT LI TOP OF CONIC HEADWALL " e
_ OF CULVERT S.E. CORNER 7HE3E1PLANS corNAVE BEEN EMAMNED,AND Cry ARE N ACCORDANCE TITLE SHEET
CHECKED WTTN THE CONDRIONS OF OEVEWPMENT,CRY ORDNANCE AND
pp pp MACHADO ST. & LAKESHORE DR. 10790 CMC CENTER DRIVE,SUITE 200,RANCHO CUCAMONGA,CA 91730 STATE OF CALIF NIA LAK A PERMIT TO CONSTRUCT MAY
_.S DATE
PER RIV. CO. F.B. 2041/1 /f 7� BELSSveD.
cr/.a B_ ,rEh o DATE JAMES T. PREN RGAST R.C.E. 35300 ATE FRawc Rce21"'7 DATE REVISED TRACT N0. 24856 OF 4 SHEETS
ELEV. 1317.70 DIR of PUBLIC SERVICES
o. � 90638