HomeMy WebLinkAbout307 "o EROSION CONTROL NOTES GENERAL NOTES
s� oy ROUGH GRADING PLAN 1, IN CASE OF EMERGENCY CALL AW02 D OFYfLAPMfNT I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE
v
WORK -1,74.7B23 HOME 674.87B7 ELSINORE STANDARDS AND SPECIFICATIONS AND THE 1968 U.B.C.
P�t/ECTy v CHAPTER 70.
2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE THE
S/TE �L F O R EROSION CONTROL WORK AND INSURE THAT WORK IS IN 2. A PERMIT SHALL BE OBTAINED FROM THE BUILDING AND SAFETY l
`�> ::AC RDANCE TH THE APPROVED PLANS. - .DEPARTMENT, CITY OF LAKE ELSINORE PRIOR TO ANY OPERATION. 1
i
41/11 31!l/9l /O SOS 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL
FLINT STREET INDUSTRIAL
DENNIS E. SHEARER RCE N0. EXP. DATE UTILITY COMPANIES AT LEAST TWO (2) WORKING DAYS PRIOR TO
GRADING AND/OR EXCAVATING AROUND ANY OF THEIR STRUCTURES. ,
3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE
T PARCEL M A P25717 MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 4. DUST SHALL BE CONTROLLED BY WATERING.
NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND
-'STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE 5. CUT SLOPES SHALL BE NO STEEPER THAN TWO123 HORIZONTAL
g RAPID CONSTRUCTION OF TEMPORARY DEVICES, OR TO REPAIR TO ONE (1).VERTICAL, UNLESS OTHERWISE SHOWN ON THE PLANS.
ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN iS
IMMINENT. - 6. FILL SLOPES SHALL BE NO STEEPER THAN TWO (2) HORIZONTAL
TO ONE (1) VERT. VERTICAL. UNLESS OTHERWISE SHOWN ON THE
4• DEVICES APPROVAL SOFLTHEOCITTY INSPECTOR T BE MOVED OR MODIFIED WITHOUT THE PLAOUTNTO THE FINISHED NOT
SURFACELESS THAN 90% RELATIVE COMPACTION
5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN 7. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS
LAKE CL.710Ff / PLACE AT THE END OF EACH DAY WHEN THE 5-DAY RAIN DETERMINED BY THE MODIFIED THREE:LAYER A.S.T.M. D-1557-
TRACT 80UNpAlIY YTYO_� PROBABILITY FORECAST EXCEEDS 40%. 70 TEST METHOD. - rj
hEj
�SR 6. AFTER A RAIN STORM, ALL SILT AND DEBRIS SHALL BE RE- '8. -FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,
--��� MOVED FROM CHECK BERMS AND DESILTING BASINS. AND THE SCARIFIED AND INSPECTED BY THE GRADING INSPECTOR AND
BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE PROTECTION .APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF
VICINITY MAP Q.16.7904 ` ii MEASURES DAMAGED BY A RAINSTORM SHALL BE IMMEDIATELY THE FILL.
REPAIRED.
9. ALL FILL MATERIAL SHALL BE CLEAN EARTH, NO FILL SHALL BE
1 1 E 7. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY SOILS
4 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING ENGINEER.
3 1 1DAY 10. A SOILS ENGINEER SHALL BE RETAINED TO SUPERVISE GRADING
/ B. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE THE AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION
6�p NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS
1Q AREAS WHERE IMPOUNDED WATER CREATES HAZARDOUS CONDITION. OF THE SOIL.
iQ 1 9. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL II. GRADING CERTIFICATION BY A CIVIL ENGINEER AND A FINAL
BE PROVIDED FOR ALL SLOPES IN EXCESS OF FIVE (5) FEET VERTI- COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED
� CAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING. TO THE BUILDING AND SAFETY DEPARTMENT PRIOR TO ISSUANCE OF
UTILITIES :NOTE: SEE LANDSCAPE ARCHITECT'S PLANS FOR SLOPE PLANTING .BUILDING PERMITS.- -
-�
THE SOILS
EDESLOPESTSHALLAND BE WATEREDION ANDSYSTEM MAINTAINEDAUNTiLOASCOVERNT-12FOLLOWING STAGES
ER SHOULD INSPECT THE CONSTRUCTION IN THE
NO WORK WHATSOEVER EILL BE DONE ON THIS SITE UNTIL THE SATISFACTORY TO THE CITY IS ESTABLISHED. A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND
FOLLOWING UTILITY COMPANIES HAVE FIRST BEEN GIVEN AT p �. BEFORE BACKFILL OF ALLUVIAL. COLLUVIAL, TERRACED AREAS.
- - AND ANY SUBSTRUCTURES.
LEAST TWO WORKING DAYS ADVANCE NOTICE OF INTENTION TO \ Q ~GRADE OR EXCAVATE; B. DURING ALL ROUGH GRADING AND OPERATIONS.INCLUDING
__ •Q - w� PRECOMPACTION, BENCHING AND FILLING OPERATIONS.
C. DURING INSTALLATIONOF BUTTRESS AND.CANYON SUB-DRAINS
ELSINORE VALLEYM.W.D.
33751 MISSION TRAIL AND FILTER MATERIAL.
LAKE ELSINORE. CA. 92330 ~v 7 0 h �: .WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED
I
- ,� . ./ _ .D.
DURING CONSTRUCTION.
17141 674-3148 • -
IMPORTANT NOTICE - 13. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
50. CAL. GAS COMPANY '-� / s. RETAINING WALL DETAIL PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES
RIVECENTRAL AVENUE SECTION 4212/421I OF THE GOVERMENT / DURING THE GRADING PROJECT.
RIVERSIDE, CA. 92505 CODE REQUIRES A DIG ALERT IDENTIFICATION NOT A 7AA7 1 NT5 9`
(7I4) 7BI-61 I3 NUMBER BE ISSUED BEFORE A - - +
PERMIT TO EXCAVATE WILL BE VALID. �UNofR SAME OWNE,P$NIYI I 14. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED B@
FOR YOUR DIG ALERT ID NUMBER CALL Q)f$ AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE
SO. CAL EDISON COMPANY UNDERGROUND SERVICE ALERT a,IfP191HP ..-.� - /R" k.. AT THE END OF EACH DURING
THE
WORK.
'401 E. FOURTH STREET TOLL FREE 1-800-422-4133 Q L Cd EV FOOT(MP 70 79T 70:
PERRIS, CA. 92370 TWO WORKING DAYS BEFORE YOU DIG / c,•, Fi-M W d ZBOAYS LM/N) 15. ALL WORK SHALL COMFORM TO THE CITY AND STATE CONSTRUCTION 8
1714) 557-1 1 O I 2. C01Y',87f RiV TB IF pff ASTM 6 A7
' SAFETY ORDERS. _
GENERAL TELEPHONE COMPANY -� 1' 3 SAP MgR1 5f RR U56/9B8 10. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE
120 E. THIRD STREET - - - \ TiIfLFf4-A,TY/fS RESPONSIBIL l ITY OF THE PERMITTEE.
PERRIS. CA. 92370 �' ti. 4AAff&g76Of/fBUBLl9B5TAW[
,(7147 852-8821 __ -_ T,YACT BO✓NDAiPY TTYP) 17. AN APPROVED SET OF SHALL BE AN THE JOB-SITE:AT ALL
FLINT TD Bf ABAAWNfP) _ TIMES.
s = l%a M(N LONG/TUO/NAL BLSpf 18. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM
" P 4A9P5 _ -BEGINNING TO COMPLETION OF THE GRADING OPERATION.
DESIGN C,P/TER/A 19. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL BE
FAMILIAR WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY
. DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
5E9f/N6 pffS90ff dLaO P f
INDIRECTLY FROM THE ARECONTRACTOR'SON OPERATIONS. WHETHER OR
- $ BOIL DfNBITY Iffo30 PCf NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. -
�j I I scurf TLurf p,�ssb>Pf 5o xf
�! - h '' pABBNfftl1j, ffillf+ 5MITF 20. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM 4'
LEGEND �' --
SIIDINBGYA`fOffX/CFILW' 055 ..DIMENSION GREATER THAN TWELVE 1127 INCHES WILL BE PLACED
tAMOP[If AGlQYIT AlllL.� ?V7f IN FILLS. UNLESS THE LOCATION. MATERIALS AND DISPOSAL \\
METHODS.ARE SPECIFICALLY APPROVED BY THE SOILS-ENGIN ER. F
F.S. FINISH SURFACE #lLf fAlfO AN/GA%1N+Li'ASWF ENGINEER.
/j
T.C. TOP FLOWOLINE RB - +Z AEBB/b'OG - 21. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE
INDEX D E X MAP P "`. DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL..
- F.F. ,. FINISHED FLOOR -' .. ...
:�.T.W. TOP OF WALL - �T4�4��ALB' iv
. ANY ON-SITE RETAINING 'w'ALLS SHOWN ONTHESE PLAfJSTHAT ARE
�„C8G 'CURB AND GUTTER - ' .V CL - �� UNDER THREE (3) FEET INHEIGHT ANDF'PPORTA SURCHARGE OR THAT
(65.07 'EXIST. ELEVATION - SCALE: 1"s100' '\ off ZTN9�K'QC - ARE OVER THREEi31FEET IN HEIGHT REQUIRE SEPARATE RF.`:IE'd.
55.0 .PROPOSED ELEVATION - FNAB/ND t drbily 17AW1/NW - APPROVAL AND A PERMIT FROM THE BUILDING AND SAFETY DEPARTMENT.
C.F. CURB FACE - 4,Nx f7YP) ANY NECESSARY RETAINING WALLS ON THE PERIMETEROF THIS SITE
A.C. ASPHALTIC CONCRETE ' /Jt` SHALL BE IN PLACE AND APPROVED BY THE BUILDIN INSPECTOR FRIOR
G.B. GRADE BREAK f -0.N7/1WJ WTN'f 4Vff TO ISSUANCE OF THE GRADING PERMIT. APPROVED S *ICED GRACING
..F.G. FINISH GRADE - -'� 1 AT.9'M A #fff AV WITH 1-1/2:1 MAXIMUM SLOPES TC WITHIN TWO"(2) F€£ OF THE.AC-
? P. TOP OF PAVEMENT A P" �:r AIf11 ,f lZ'MW �'A GRADING
R DING PERMITLPR�IORATOBCOMPLETIONLiFTAXI'LNECEFSARY PERIMETER
BWALE FLOW LINE _ , f T 4 J n ISSUANCE OF 1
z7 RETAINING WALL/ SPLASH WALL L
'� HANDICAP UNITWALLS r -
m TRASH ENCLOSURE 23. THE CONTRACTOR/DEVELOPER IS RESPONSiBLE.FOR ENSURING THAT RE-
H.P. TOP OF FOOTING ' • TAINING WALLS DO NOT INTERFERE WITH THE PROVISION OF UTILITIES. gggg
H.P. HIGH POINT ., -, r .., ,.. .. - 5" $
C[f f 'c 46
- - •r,.- - .- - 24. EARTHWORK QUANTITIES ARE SHOWN FOR GRADING PERMIT PURPOSES' + j
- - - I fD17f F00T/Nf ACA/NSTUNf/670fA7 ONLY. AND THE CITY OF LAKE ELSINORE IS NOT RESPONSIBLE FOR O Z
/ f 10TAW.40/L THEIR ACCURACY. ..:�. V
25. ALL GRADING SHALL BE DONE iN CONFORMANCE'WIT %JOM ENDATIONS
OF THE PRELIMINARY SQILS INVESTIGATIONS BY S0/L TfCN l
DATED ✓M ZAN TWO 121 SETS OF THE FINAL COMPACTION
REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPART-
MENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS
-APPROXIMATE EARTHWORK Q U A N T I T I E S h N, H, T, TA A B C D f X Y Z AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
t WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
� ' s y ,i Z = B' - l'B" 2'4' - _ - 04E/6" •4C Ib' Tp tvf#l[VIRY B�6f0 26. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
RAW CUT 494,277 CY i rIJI ;'y/ 3 B' l'0" 2'P - - 44816` 4�Ib" P45fYfNLY9pACf0 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
l'0' I'10" - 14E/6" 44S/b' 345[YfN[Y BpACff 27. MINIMUM BUILDING PAD AND DRAINAGE BWALE SLOPE SHALL BE i% IF CUT
RAW FILL _... -._23.319 CY __. -_ --.: _. - -- 5 - B° - I'0" 3Y0" - - - 050 v "'5616' 415faff IiAG'f0 .OR FILL IS LESS THAN TEN (1O) FEET. 2% Ip CUT OR FILL IB GREATER
b 4" It' B" I'0" 3'7'IT"7' 1'S"45S/b" 50 4' 443 MlY BPAUR THAN TEN (10) FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3 FEE
DEEP AND BE CONSTRUCTED A MINIMUM OF TWO (2) FEET FROM THE TOP OF
TOTAL EXPORT 470,955 CY • 0" lY" 5` I'0" 4"l'0'. '1'7° 45B1b` 45E/b" '5fk9YY AoICfD CUT OR FILL SLOPES.
A.P. NO S. ; 377-180-010 l
377-180-011 28. PROVIDE A FIVE (51 FOOT WIDE BY ONE (1) FOOT HIGH BERM OR EOUIV-
ALENT ALONG THE TOP OF ALL FILL SLOPES OVER FIVE 151 FEET HIGH.
NOTE. THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND REVISIONS: SCALESWBUTTERFIELD ENGINEERING 6 SURVEYINGCITY OF LAKE ELS NOREPERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE CDR- PRIVATE AND PUBLIC UTILITIES AS SH04N REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS APPROVED BY: /�i „L� a)RECTIVEGRADING. IF REQUIRED. REFER TO SOILS REPORT. AVAILABLE RECORD-INFORMATION. THE CONTRACTOR A�[tf.11�y'L`�.r11.�� A DIVIIM aF THE KEM mrANiEe I SHEETTHE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- WRING THE COURSE OF CONSTRUCTION OF THIS PRO- DENNIS E. SHEARER ,a4 - AS SHOWN ANY YAYFOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FECTING THIS WORK AND ANY DAMAGE OR PROTECTION JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- P .. DIvD_E1n1N�n1Nc ExvlRvaEmAL_11m IN THECOUNTY OF RIVERSIDE. CALIFORNIA
PERTY. THAT THIS REQUIREMENT SMALL APPLY CON- R.C.E. N0.411I1 DATEiARC111TEDTWRE LAIOBCME Mtl11TLCruRE Euo aWRVET111C ROUGH GRADING-PLAN
CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 9/�
OUANT I TIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE EXP. 9/31/91 DATE: 14 een ou.cr STREET.eu1TE F. 1,va:¢1H cA.ti 30 - --
EXISTING ELEVATIONS OF THE EXISTING MAINB WHEN HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- v.41 m4-14e1
DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN-
UNAUTHORIZED CHANGES 6 USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING GINEERR AND ALL PUBLIC AGENCIES HARMLESS FROM THESE PLANS HAVE BEEN EXAMINED.AND THEY ARE IN FOR "
UTILITY LINES AFFECTING THIS WORK. IF A CON- ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT.CITY BENCH MARK: FLINT .STREET I NDUSTR I AL OF 3 SHTS
CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT FL!CT IN LOCATION IS NOTED, THE ENGINEER MUST ANYTI AND WITH LIABITHE LITY
OR ALLEGED(11 WORK ON THIS ORDINANCE, AND STATE OF CALIFORNIA LAWS.AND A N0. 1-A-74 /��BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. _mil PERMIT TO CONSTRUCT KAY BE ISSUED. NO. I-A-L HEAD BOLT !N P.P. N0. 1780423E PARCEL.'IAP G.11T1 7 1
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- YHUJECT WITH FOR LIABILITY ARISING FROM FILE NO.
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE MENSIONS AND SHALL REPORT ALL DISCREPANCIES TO HE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- MARK R VIS ONS APPR AT AT.THE S.W. INTERSECTION OF CHANEY AND ft00KSTONE
PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ING ENGINEER OR ANY PUBLIC AGENCY. DESIGNED BY.DRM DRAWN BY. GWL CHECKED BY. DES RONALD F. KIRCHNER R.C.E. 41289 CITY ENGINEER DAVIS ELEVATION. 1275.78 W.O. FOR t DEVELOPMENT F.B. 903Pi
..ROUGH GRADING PLAN TITLE S ET- 1079[0.2 9]PF. 80321 3801 10-S4p-80 1
2.22 PM 80321.0-719/
. � GD' I'-D° b'b�.NIT£,PJMPCRETE OR •.
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Q' 137375 FLAP /350 N / 1 I L _ 1 I \ / 90 I 1. CONTOURS SHOWN ARE AT ONE FOOT AND
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SECTION 'A-A" - [ \ J _ J , ' I SORFACE ADDITIONAL DIMENSIONS, SEE SITE PLAN.
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SEE SHEET 3 1 j
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/6' d' /' /5' - : FF= 330.25 _ P !.
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2Y FF=l3 0.25
$ECT/ON "B B" GONGCAPd COM.PCCdNU/f C $ECT/0N F-F' COl4OIG " A.P. NO'8, t 377 180-010
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8ECT10N "C-C" SECTION 'D-O" $ECT/ON "E-E" GONG C!B N.TS SECT/ON Gr•G" —
N r.S. Nrs N r.S. 377-180-011
NOTE. THE ABOVE QUANTITIES ARE APPROXIMATE AND UBED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL A88UE BOLE AND REVISIONS. D NIS H R SCALE suTTERFIELD ENGINEERING L euRVErIN6 CITY OF LAKE ELS I NORE
PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE CDR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT COMPLETE REBPONBIBILiTY FOR JOB ASITESSU CONDITIONS APPROVED BY: A DlYula I.r nE RIN ao L SHEET
RECTIVE GRADING. 1F REWIRED. REFER TO BOILS REPORT. AVAILIABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- C"N'Zel - ¢t-G�-/ 1'=4O
ANY ESTIMATED EARTH40RK QUANTITIES SHALL NOT BE USED [N SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- •,ECT INCLUDING SAFETY OF ALL PERSONS AND PRO- I. MJmuY 4111L Biil.®IIIY lKYIIIO�lIfAL mvtm
ANY WAY FOR BIDDING DR CONSTRUCTION. IT BHALL BE THE FECTtNG THIS WORK AND ANY DAMAGE OR PROTECTION PERTY. THAT THIS REQUIREMENT SMALL APPLY CON- R.C.E. P10.41III DATE: NWITOM M LAID"we ArAwimnm LND 111MVITIIY IN COUiTY OF RIVERSIDE. CALIFORNIA Z \,
CONTRACTOR18 RESPONSIBILITY TO PROVIDE FOR HIS TOME YO THESE LINES. PRIOR TO STARTING CONSTRUCTION YINUGUSLY AND NOT BE LIMITED TO NORMAL WORKING �����/����/ ROUGH GRADING PLAN
QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIB PROJECT THE CONTRACTOR SHALL VERIFY THE HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- EXP.3/31/91 DATE. RC`� 9/gp w away I.MItlY.TE F. ,LM,U2111m.GA.mom
EXISTING ELEVATIONS OF THE EXISTING MAINS THEN DEMNIFY AND HOLD THE OWNER. THE CONBULTINO EN-
UNAUTHORIZED CHANGES:USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING OINEER AND ALL PUBLIC AGENCIES HARMLESS FROM ACCORDANCESYITH C010ITION6 HAVE BEEN 'oFANDDLvEt 'THEY "cln :' BENCH MARKS - FOR OF 3 SHTS
UTILITY LINER AFFECTING THIB WORK. IF A CON- ANY AND ALL LIABILITY REAL OR ALLEGED IN CON-
CAUTION. THE ENGINEER PREPARING THERE PLANE VILL NOT FLtCT IN LOCATION IS NOTED. THE EIR7INEER MUST NECTION WITH THE PERFORMANCE OF WORK ON THIS PE"DDIUT TO CAM STATEMOF ICE ISSUED.
LAWS.AND A SEE SPIFFY NO. 1 FLINT .STREET INDUSTRIAL
BE REBPDNBISLE FOR. OR LIABLE FOR. UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. PROJECT EXCEPTING FOR LIABILITY ARISING FROM PARCEL MAP 257)7 FILE N0.
CHANGES TO OR U8EW OF THERE PLANT. ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONB AND DI- THE BOLE NEGLIGENCE OF THE OWNER. THE CONBl1LT- y IONS PLANS MUST BE IN OF
AND MUST BE APPROVED BY THE MENTIONS AND SHALL REPORT ALL D18CREPANCIEB TO ING ENGINEER OR ANY PUBLIC AGENCY. DATE BROOKSTONE BO82/.OD .
PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
DESIGNED BY.D.R.M. DRAWN BY. I CHECKED BY. RONALD F. KIRCHNER R.C.E. 41289 CITY ENGINEER k.O. FOR: NELOPMENT F•B• - Ili
LAKE ELSINORE 24.135 GRADING BABE SHEET- 1029[0.1021PF. 87DI53 3326 29-Jan.88 04,55 PM/87-0153-703
I
4"6UNITF OR PUMPCQETE W/TN b"Wb°"AA BA.
WELDED WIRE MEIN TREATED WM CURIAI6 COWAUMP
stC'
—y
NOTES:
I. CONTOURS SHOWN ARE AT ONE FOOT AND
FIVE FOOT INTERVALS.
- 2.. TOP OF CURB CTC1 'IS 8" ABOVE FINISHED
SURFACE (FS).
SEE SHEET 3. FOR ADDITIONAL DIMENSIONS. SEE SITE PLAN.
F[O/J LINf 4. SEE SHEET 3 OF 3 FOR DOWNDRAIN AND ANCHOR
•4 /FIRS I - I I DETAIL.
INSTALL 8'60N/Tf OQ Qt.0 ANCHOR —�
WITH 04 REINFAQCIN6 BARS EVERY �� 1 J 1 ' t� /29050 EEO /311.00 ENP
10'OF VERTICAL ME16NT OF DAWNDQAIN N01f DQAUND TO BE PRE•WETTED TA THE / J N/0346.60 /
SATISFACTION OF TAE ARADIN6 IAIIPECTOR // L, N/0254.23
�� / f/064320 f 10734.93 / ' l / I
PRIG¢ TV PLACEMENT OF CONCRETE OR 6UN17E �
129-40TN S/L10 HALL ItqD 137A
TC//L'AL — DdIdNORAIN AND AAJA '
NOT TO StALFIL
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A.F. NO'8. : 377-180-010
377-190—Ot1
NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL A881X1E HOLE AND REVISIONS, D�E�/LN,IS SH�A$�}}_�R� _� SCAL-EI CITY OF LAKE ELS I NORE
PERMIT AND DING PURPOSES REQUIRED.
ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS APPROVED BY: RI.Li's�Ks"(--.O[� i.YL�iI Bl1TTERFIELD ENGINEERING L SURVEYING �.
- RECTIVE GRADING. IF REQUIRED. REFER TO 80IL8 REPORT. AVAILtABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THt8 PRO- r I A Dtrtno,v M RliTN WD'AMIO
THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- �'=40' SHEET
ANY WAY FOR BIDDING OR CONSTRUCTION. tT BRALL BE THE FECT ING THIS WORK AND ANY DAMAGE OR PROTECTION JECT INCLUDING ING SAFETY DF ALL PERSONS AND PRO- 411II n, m DIVIL,Dwil!l711110 MINOattAL®ntm IN THE COUNTY OF RIVERSIDE. CALIFORNIA a
CONTRACTORS RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIDR TO STARTING CONSTRUCTION PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- R.C.E. No. DATE[ MIOIITmnAc I.AIOAIAA[A1101tilblUE LAIp�IAIIlYIIi y
QUANTITIES FOR BIDDING AND CONSTRUCTION PIIRPOSEB. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE TINWUBLY AND NOT BE LIMITED TO NORMAL WORKING EXP. DATE, c4� is alNiY tmiaT.wtn s, IAtI[tuuac.a.ttrDD ROUGH GRADING PLAN
EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN NOl1R8 AND THAT THE CONTRACTOR SHALL DEFEND. tN- 3/3I/9I NI90 OUt I LAIII,
DEMNIFY AND XOLD THE OWNER. THE CONSULTING EN-
UNAUTHORIZED CHANGES A USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING GIMEER AND ALL PUBLIC AGENCIES HARMLESS FROM THESE PLANS HAVE BEEN EXAMINED.AND THEY ARE IN FOR
UTILITY LINES AFFECTING THIS WORK. IF A CON- ANT AND ALL LIABILITY REAL OR ALLEGED IN CON- GROIN WITH THE corromo"s°F DEVELOPMENT.CITY BENCH MARKD <�L I NT STREET INDUSTRIAL OF 3 SHTS
CAUTION THE ENGINEER PREPARING THESE PLANS WILL NOT FLICT 1N LOCATION I8 NOTED. THE ENGINEER MUST NECTION WITH THE PERFORMANCE OF WORK ON THIS P�ERt't TA"0 CONSTRUCiEf OF UY CALIFORNIA I LAYS.AND A E E'� �� 1 PARCEL MAP INDUSTRIAL
FILE N0.
BE RE8PON81BLE FOR. OR LIABLE FOR. UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING.
CHANGES TO OR USES OF THESE PLANE. ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- PROJECT EXCEPTING FOR LIABILITY ARISING FROM
PREPARER OFBTNEYSE PLANB.IT NO AND MUST BE APPROVED BY THE MEN8IONS AND SHALL REPORT ALL DISCREPANCIES TO INc SFJ1aGtNEER OR PUBLIC AGENCY.ENCE OF THE OWNER. REVISIONS CONSULT- K E B R 801P/.00
THE ENGINEER PRIOR TO THE COMMENCEMENT OF PORK. DESIGNED BY,D.R.M. DRAWN BY, C.M.III CHECKED DYt RONALD F. KIRCHNER R.C.E. 41289 CITT ENGINEER W.O. FOR,BROOKSTONE F.B.
LAKE 10.1 FI 63 3326 29 Jan .55 PM - -
ELBINORE 24R36 ORADlNO BABE SHEET- 1029 O21P e701 - -ee W /e7 0163 303
EROSION CONTROL NOTES GENERAL NOTES
ROUGH GRAD I N G PLAN 1. IN CASE OF EMERGENCY CALL CN00K1JDIC iEl'E4A7 r 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE
C� +, WORK 1F74-7B2S HOME 67¢47B7 ELSINORE STANDARDS AND SPECIFICATIONS AND THE 1988 U.B.C. I
VRA/ECT �yo � -FOR 2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE THE N
SITE 4� NEROSION CONTROL WORK AND NSURE THAT WORK S i CHAPTER 70.N 2. A PERMIT SHALL BE OBTAINED FROM THE BUILDING AND SAFETY I
AC RDANCE WITH THE APPROVED PLANS. /�Z�� DEPARTMENT, CITY OF LAKE ELSINORE PRIOR TD ANY OPERATION.
FLINT STREET INDUSTRIAL OTIFY ALL
DENNIS E. SHEARER RICE NO. EXP. DATE 3 UTILITYTHE ECOMPANIESLOPER /AT LEAST THE OTWOA(2) WORKING OR SHALL NDAYS PRIOR TO
���bt�• GRADING AND/OR EXCAVATING AROUND ANY OF THEIR STRUCTURES.
`rT 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE
fi• b MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 4. DUST SHALL BE CONTROLLED SY WATERING.
PARCEL M A P 25717 NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND
S � l•
�� �� 7• ��Y STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE 5. CUT SLOPES SHALL BE NO STEEPER THAN TWO (2) HORIZONTAL
RAPID CONSTRUCTION OF TEMPORARY DEVICES, OR TO REPAIR TO ONE (1) VERTICAL, UNLESS OTHERWISE SHOWN ON THE PLANS. I,
ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS
IMMINENT. 8. FILL SLOPES SHALL BE NO STEEPER THAN TWO (2) HORIZONTAL
TO ONE (1) VERT. VERTICAL, UNLESS OTHERWISE SHOWN ON THE II
Bp 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE PLANS, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION
M AVFg APPROVAL OF THE CITY INSPECTOR. OUT TO THE FINISHED SURFACE. O
5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN 7. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS
LAKC 1011I09C V /' PLACE AT THE END OF EACH DAY WHEN THE 5-DAY RAIN DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M. D-1557- `
MAO VUNOABY (7Y/ 2 PROBABILITY FORECAST EXCEEDS 40%. 70 TEST METHOD.
6. AFTER A RAIN STORM. ALL SILT AND DEBRIS SHALL BE RE- 8. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS.
MOVED FROM CHECK BERMS AND DESILTING BASINS, AND THE SCARIFIED AND INSPECTED BY THE GRADING INSPECTOR AND
VICINITY M A P CFS BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE PROTECTION APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF
Q'.16.79 / I' MEASURES DAMAGED BY A RAINSTORM SHALL BE IMMEDIATELY THE FILL.
REPAIRED,
NTS. A23u� I \ 9. ALL FILL MATERIAL SHALL BE CLEAN lEARTH, NO FILL SHALL BE
1 7. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY SOILS
Ip FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING ENGINEER.
1 2 3 1 4 ' E 10. A SOILS ENGINEER SHALL BE RETAINQD TO SUPERVISE GRADING 1
8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE THE AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION 1
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS
AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. OF THE SOIL.
IQ ( 9. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL II. GRADING CERTIFICATION BY A CIVIL ENGINEER AND A FINAL
A BE PROVIDED FOR ALL SLOPES IN EXCESS OF FIVE (6) FEET VERTI- COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED
y CAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING. TO THE BUILDING AND SAFETY DEPARTMENT PRIOR TO ISSUANCE OF
UTILITIES ,� BUILDING PERMITS.
a NOTE. SEE LANDSCAPE ARCHITECT'S PLANS FOR SLOPE PLANTING
6PECIFICATIONS AND IRRIGATION SYSTEM/ INSTALLATIONS, PLANT- 12. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE ED SLOPES SHALL BE WATERED AND MAINTAINED UNTIL A COVER FOLLOWING STAGES:
NO WORK WHATSOEVER EILL BE DONE ON THIS SITE UNTIL THE �/ / "� A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND
-•� SATISFACTORY TO THE CITY IS ESTABLISHED.
FOLLOWING UTILITY COMPANIES HAVE FIRST BEEN GIVEN AT BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL. TERRACED AREAS,
A.
LEAST TWO WORKING DAYS ADVANCE NOTICE OF INTENTION TO \ 40 e AND ANY SUBSTRUCTURES.
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING
GRADE OR EXCAVATE;
,fy 0 b PRECOMPACTIONr BENCHING AND FILLING OPERATIONS.
ELSINORE VALLEY M.W.D. C. DURING INSTAL ILATON OF BUTTRESS AND CANYON SUB-DRAINS
33751 MISSION TRAIL `� 7 0 N AND FILTER MATERAL.
LAKE ELSINORE. CA. 92330 / D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED
1714) E74-3146 i DURING CONSTRUCTION.
60. CAL. GAS COMPANY IMPORTANT NOTICE i / p/� 13. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
3700 CENTRAL AVENUE , J1ZIA/N/NB WALL SETA/L PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES
SECTION 4212/4217 OF THE GOVERNMENT DURING THE GRADING PROJECT. I
RIVERSIDE. CA. 92506 CODE REQUIRES A DIG ALERT IDENTIFICATION NOT A MT NTU
(714) 781-8113 NUMBER BE ISSUED BEFORE A 1 - 5
PERMIT TO EXCAVATE WILL BE VALID. IUNOEA MEVIIIIIIIJNI/ 14. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED
J t
FOR YOUR DIG ALERT ID NUMBER CALL
S0. CAL EDISON COMPANY UNDERGROUND SERVICE irIfOfAu NO7I5 AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE
VI f lt' >�g AT THE END OF EACH DAY'S WORK.
401 E. FOURTH STREET TOLL FREE 1-800-422-4133 L UQICKf7f FCNT/Aif 70 TEJT 70:
PERRIS. CA. 92370 TWO WORKING DAYS BEFORE YOU DIG / .n',. Fz-NX NB'1 i&RAYS/N/NJ 15. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION
(714) 857-I101 4 2 aff N mar mK JrKAST,H A-0 SAFETY ORDERS. _
GENERAL TELEPHONE COMPANY
120 E. THIRD STREET 'ed• � 3 4WTAPNBIDDEPMUBOl9BB 18. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE E
\
PERRIS. CA. 92370 ¢A�� .,I� � 4 MT Z4-A,TYPE S.CAWT#9MNXNZPUfk/WTWf RESPONSIBILITY OF THE PERMITTEE. �
17147 e52-6821 __ __ 7,PACT Bd/NOARY /TYi.J __ ;_ _ 24-A 17. AN APPROVED SET OF PLANS SHALL BE ON THE JOB 61TE AT ALL
TIMES.
TO Bf AYANPOW J %n A;IN LONG/TUU/NAG SCOPE 18. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM
P♦4AVY •- BEGINNING TO COMPLETION OF THE GRADING OPERATION.
19. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL BE
PSON XTI)FIA
FAMILIAR WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY _
sn v T/ BLAP/NC PYfSS02f: 4,110 PSF DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
.j, INDIRECTLY FROM THE CONTRACTOR'S OPERATIONS, WHETHER OR I.
90/1 UfNSITY: llb PCF Q 30 RF NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
5 AC71Yf RU/P PdSSI�f
LEGEND I __ PAm/wRUIPMINK: 329PCF 20. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM
h
SIIO/N6 fXXFW fKCC/JQY: 451 DIMENSION GREATER THAN TWELVE [12) INCHES WILL BE PLACED
CMIAFfAMAX11AWL-& 24CZP i IN FILLS. UNLESS THE LOCATION, MATERIALS AND DISPOSAL
F.S. FINISH SURFACE W fW#9AUP AM#h11W _ Q METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. I ��
T.C. TOP OF CURB 41 MR A'NW .�. 21. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE 1
It FLOW LINE INDEX MAP DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 1
F.F. FINISHED FLOOR
T.W. TOP OF WALL 144 Ni/K 2' PP. ANY ON-SITE RETAINING 'WALLS SHOWN ON THESE PLANS THAT ARE
C6G CURB AND GUTTER Y UK UNDER THREE (37 FEET It' HEIGHT ANC ^ PPCRT A SURCHARGE IR THAT
C65.0) EXIST. ELEVATION SCALE, I"•100' / [4ell FAVI[&74YAPU.01Q ARE OVER THREEL31 FEET IN HEIGHT REQUIRE SEPARATE RE':IE'A.
85.0 PROPOSED ELEVATION FNN/KD UWE t2w) LC'QG ATUCNNk71'NNf/MTAA7
C.F. CURB FACE :"t/ APPROVAL AND A PERMIT FROM THE BUILDING AND SAFF'.Y DEPARTMENT.
ANY NECESSARY RETAINING WALLS OM THE PERIMETEROF THIS SITE
A.C. ASPHALTIC CONCRETE ¢,G.B. GRADE BREAK f SHALL BE IN PLACE AND APPROVED BY THE BUILDING INSPEJTOP rRIOR 1
-487 NSWAWT N fAYT C11'It1E TO ISSUANCE OF THE GRACING rERMIT. APPP.D'.':_D SEOUEKJFD 17RAi ING
F.G. FINISH GRADE ��� 47 X'QU AV AiV AID' WITH 1-112:1 MAXIMUM SLOPES TO WITHIN TWD (21 FEET JF THE AD-
T.P. TOP OF PAVEMENT E MAY BE ACCEPTABLE TO ALLOW FLR IS3(:ANCE OF uF JACENT PROPERTY LIN•I Y
SWALE FLOW LINE T - 1
RETAINING WALL/ SPLASH WALL 2' �. AIAI- A GRADING PERMIT PRIOR TO COMPLETION n1 RFCESSARY PERIMETER
2= HANDICAP UNIT A - _ ]-m
',Yl RETAINING WALLS. p
0 TRASH ENCLOSURE 23. THE CONTRACTOR/DEVELOPER IS RESPONSIBLE FOR ENSURING THAT RE- <
T.F. TOP OF FOOTING Al: - TAINING WALLS DO NOT INTERFERE WITH THE PROVISION OF UTILITIES. _
H.P. HIGH POINT d' <Z
G
24. EARTHWORK QUANTITIES ARE SHOWN FOR GRADING PERMIT PURPOSES
' P1NAP FQOT/NO AUAWST BY9KIMNG ONLY, AND THE CITY OF LAKE ELSINORE (S NOT RESPONSIBLE FOR ` \ Z
K4T0PAL!NL THEIR ACCURACY. \� C
U F
B 25. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH ��COMMENDATIONS
OF THE PRELIMINARY SOILS INVESTIGATIONS BY 0/1TfUN /NC
i DATED ✓UNf 7,1990 TWO (2) SETS OF THE FINAL COMPACTION
/L REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPART-
MENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS
N, Nz T, T A B C D E X Y Z AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
APPROXIMATE EARTHWORK Q U A N T I T I E S WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
`t\ 1 2 - B' t6' PO'
17'1'0"
- - #4BL6' JAP !l 745 EVENLY PA&FAtip 26. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
�� 7 - - 44C Ib' 4N Ib" 245 fYENIY 1PAUEo PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
RAW CUT 494.277 CY 4¢B/b44S/b' 345fYENLT mew 27. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT5 B" - 50 Ib" 5E Ib' 4 SEYfNLT ON& OR FILL IS LESS THAN TEN (10) FEET. 2X IF CUT OR FILL IS GREATER
RAW FILL 23.319 CY 4 4 4 THAN TEN CIO) FEET. DRAINAGE 6WALES SHALL BE A MINIMUM OF 0.3 FEE l2' 7' P' " 4511'lb' S 0/b' 445 EYENLT MWR DEEP AND BE CONSTRUCTED A MINIMUM OF TWO (2) FEET FROM THE TOP OF
TOTAL EXPORT 470.958 CY A.P. N04S, S 377-180-010 Z0" IZ" To'1 T 45B1b' 45E-IV •5 Y mew CUT OR FILL SLOPES.
377-180-011 28. PROVIDE A FIVE 15) FOOT QIDE BY ONE 11) FOOT HIGH BERM OR EOUIV-
ALENT ALONG THE TOP OF ALL FILL SLOPES OVER FIVE (5) FEET HIGH. .•I'
NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND REVISIONS. SCE' CITY T Y OF LAKE ELSINORE
PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT APPROVED BY: BUTTERFIELO ENGINEERING L SURVEYING �.
COMPLETE RESPONSIBILITY FOR JOB BITE CONDITIONS ///� {/1p
RECTIVE GRADING. IF REQUIRED. REFER TO BOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- DENNIS E. SHEARER N r�l�®Lc AS SHOWN A omelaN OF T.�Rt:crx m�ARIta SHEET ,(
THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT 8E USED IN SHALL BE RESPONSIBLE FOR LOCATING ALl LINES AF- JECT INCLUDING SAFETY OF ALL PERSONS AND PRO-
ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FELTING THIS PORK AND ANY DAMAGE OR PROTECTION PIA.NIM CIVIL MINEER1. uNIRa4RNTAl-I® IN THE COUNTY OF RIVERSIDE. CALIFORNIA -
CONTRACTOR•6 REBPONBIBILITYCONST TO PROVIDE FOR HIS TOWNHE TO THESE LINER. PRIOR TO STARTING CONSTRUCTION PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- R.C.E. NO.41111 DATEI AROIITEGBRE l.A.oeGAc-ITfC11RK .■wV ,. '
TINUOUSLYAND AND NOT BE LIMITED TO NORMAL NWORKING L 9/� ROUGH ORADING'PLAN
QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SMALL VERIFY THE HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- EXP. 9/31/9I DATES t�OWEf OfIEET.MITE F. LAKE ELSINORE.CA.Y!B]0
EXISTING ELEVATIONS OF THE EXISTING MAINS THEN o.n os-I4e1
UNAUTHORIZED CHANGES 6 USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING DENNIFY AND HOLD THE OWNER. THE CONSULTING EN-GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM ROM ND THESE PLAN9 HAVE BEEN EXAMINED.A THEY ARE IN FOR
UTILITY LINES AFFECTING THIS PORK. IF A CON- ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT.CITY BENCH MARKI FLINT .STREET I NDUSTR I AL OF 3 SHT6
CAUTION, THE ENGINEER PREPARING THESE PLANS WILL NOT FLICT IN LOCATION I6 NOTED. TILE ENGINEER MUST NECTION WITH THE PERFORMANCE OF PORK ON THIS ORDINANCE.AND STATE OF CALIFORNIA LAWS. AND A
BE ON FOR. OR LIABLE FOR. UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. PROJECT EXCEPTING FOR LIABILITY ARISING FROM PERMIT TO CONBTRUDY MAY BE ISSUED. OCTAGONAL MEADBOLT IN P.P. NO. 1780423E PARCEL MAP 7I 7 FILE NO.
CHANGES TO OR USES IT THERE PLANS. ALL CHANGES TO THE CONTRACTOR SMALL VERIFY ALL CONDITIONS AND DI- THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- BROOKSTONL O32 I I.
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE MEN6!ONS AND SHALL REPORT ALL DISCREPANCIES TO K V R AL THE S.W.6V INTERSECTION OF CHANEY AND
PREPARER OF THESE PLANS. TINE ENGINEER PRIOR TO THE COMMENCEMENT OF PORK. ING ENGINEER OR ANY PUBLIC AGENCY. DESIGNED BY.DRM DRAIN BY, GVL CHECKED BY, DES RONALD F. KIRCHNER R.C.E. 41289 CITY ENGINEER DAVIS ELEVATION. 1278.78 W.0. FOR. DEVELOPMENT F.B.
ROUGH GRADING PLAN TITLE SHEET- 1079[0.210]PF, 60321 3801 10-B4p-90 12.22 PM/80321.00-713 I 1 F
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5ECT/OA1 9-B" SECT/ON 'C-C" SECT/ON "D-D" C CURB SECT/ON "E-E" OYC CtB SECTION ",C' COAL te, SECT/ON "G-G" A.P. NO'8. t 377-190-010
T N.TS
A1.77 S. Nr.S Al r.s. At.776. 377-180-011
NOTE, THE AMVE ItIIANTITIEe ARE APPROXIMATE AND DIED FOR ENo1NERB NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SMALL ASBUE BOLE AND REVtSIONSs D NIs HEnR� SCALE. euTTERFIELD ElMiINEERINI3 4 6URvEYINO CITY OF LAKE ELS NORE
PERMIT MD BOND PUMPOIE9 OILY. AND DO NOT INCLIDE C0R- PRIVATE AND PIALtC UTILITIES AS lRNOYN REFLECT COMPLETE RESPONSIBILITY FOR JOB BITE CONDITIONS APPROVED BY N (L,�' LY(.L.,i.�L�,!/. A OIYI�Ia aP M 121,N mlfANm SHEET ,
RECTIVE GRADING. IF REQUIRED. REFER TO BOILS REPORT. AVAILIABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- LN. C- I��'4�� ft1
THE ESTIMATED EARTHWORK OIANTITIEB SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- PI.WW N CIVIL M INEWW BNIRN.B ORIVIm Z
ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL M THE FECTtNG THIS WORK AND ANY DAMAGE OR PROTECTION JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- 41111 IN THE OF RIVERSIDE. CALIFORNIA
CONTRACTOR`S DDING OR CONSTRUCTION.
ILITY TO PROVIDE FOR HIS DYE TO TINGE LINER. PRIOR TO BDMAN CONSTRUCTION PERTY. THAT THIS REQUIREMENT SHALL APPLY 00W R.C.E. N0. DATE. NONIam� LAINMJP[AHNGIIIIti'INHE LAID NANRYI.N
OIANTITIEB FOR BIDDING AND COETRIICTiOR PURPOSES. OF THIS PROJECT THE CONTRACTOR SMALL VERIFY THE TINUOIALT AND NOT BE LIMITED TO NORMAL YORKtlG EXP•3/31/91 DATEI SO WAIM WNW.MITE P. LNG!R/I NE.CA.WIWI ROUGH GRADING PLAN
NON8 AND THAT THE CONTRACTOR SHALL DEFEND. 1N- 9/90 CI0 ar14Nt
EXISTING ELEVATIONS OF THE EXISTING MAINS MEN FOR
MAKING CONECTIONB AND UNCOVERING ALL RImNG DENNIFY AND HOD THE OWNER. THE CONSULTING ENF THESE PLANS HAVE BEEN E.ICAnIrm.AND THEY ARE IN 3
UNAUTHORIZED CIMNOES A I18E8 UTILITY LINES AFFECTING THIS WORK. IF A CON- OIIEOt AND ALL PIALIC AGENCIES HWULEBB FROM ACCORDANCE WITH THE CUIDIT' AN DEYEIOPNIEl1T.CITY m�NARK• INDUSTRIALOF_ B
CAUTION, THE ENGINEER►RE►MING THESE PLANS WILL NOT FLICT IN LOCATION to NOTED. THE ENGINEER MAT NECTION�i WITH LTIEE PRFORr�MANC Olt EE ALLEGED
YOORK ON CON- ORDINANCE.
PERMIT CONSTRUCT MAY BE IESM".LAYS.ND A WE �T NO 1 FLINT .STREET
BE REBP0413LE FOR. OR LIABLE FOR. UNAUTHORIZED M NOTIFIED BEFORE PROCEEDING. PROJECT EXCEPTING FOR LIABILITY RAISINS FRaR PARCEL MAP 25717 FILE N0.
CNWGEB TO OR 11BEB OF TIES[PLANE.ALL tB1A1GE8 TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- THE SCL,E NEGLIGENCE
CF THE
OMEIR. TIE CCMILT_ BROOKS 0 9D311,00
PLAITS MAT BE IN Ml1TIM AND MAT M APPROVED BY TE 1pllow AND SNAIL REPORT ALL DISCREPANCIES TO TIN EIEt1EER OR ANY PUBLIC ASCOT. k.0. FORS F.B.
PREPARR OF IME PLANE. THE ENGIIER PRIOR 7O THE COMENCIDeff OF WORK, RONALD F. KIRCHNER R.C.E. 41289 CITY ENGINEER EVELOPMENT
LAM ELSINORE 14AW MMIM BABE FEET- I MMOOZIPF.WGIM a WJM-M 04.M M/W-01W
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— 5-SUN/TE OR PDM)TRETE M177i 1,-w6* 'As M.
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� NOTES:
`, I I FOIVE FOOOTNTOURS SINTERVALWN 3AT ONE FOOT AND
m % 2. TOP OF CURB LTC] IS E' ABOVE FINISHED `p
FLa,I L/AE SEE SHEET 2- 1 3. FORFACE A DITIONAL DIMENSIONS. SEE SITE PLAN.
I 4 SEE SHEET 3 OF 3 FOR DOWNDRAIN AND ANCHOR y
•I AIRS I
1 � �—j
AIlTALL N`GUN/TFOR PGG ANCHOR �� �-- / I �
WITH •1 REINFARCIM6 VARY EVERY WE: 6RdLW0 TO EF PRE•WETTED TA THE (� 1 ��/ I 119D.50 F64 /321d9 ENi
10'DF VECTICAI. NE/6NT OF DOMNDIAIY J N/Ot14A� I
SATBFACTUIY OF TIE 6RADIN6 INJPECTOR / �( < / I-��� E10643.ffi NlOP54_P3
PRldt TD PLACEMENT OF CONCRETE dR ADMITE f/0754.97
12&.M 7N 1 SAM MYI
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A.P. NO'S. : 377-160-010
NOTE. THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS 377-W-011
PERMIT AND BOND PRXRPOBEe ONLY, AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTtLITtEe AS DSWN REFLECT CONTRACTOR AGREES THAT HE SHALL ASSURE BOLE AND REVISIONS, D IS SH A R SDI CITY OF LAKE ELS MORE
RECTIVE GRAD NO. tF REQUIRED. REFER 10 BOILS REPORT. AVAtLtABLE RECORD INFORMATIONS THE CONTRA TNEBEIBI CIWSQUTRU�CTIONQUTllwletrPRo- APPROVED BYt BLTTTERF[IELDBENOiNEERTMN�LN�8l1RVEYiN6
PRO-
THE ESTIMATED EARTHWORK QUANTITIES SMALL NOT BE ABED IN BNALL BE REBPOSIBLE FOR LOCATING ALL LINER AF- A /N ]L I�=40� SHEET .* .
JECT INCLUDING SAFETY O°ALL PERSONS AND PRO- 1
ANY WAY FOR BIDDING OR CONSTRUCTION. IT SMALL BE TIE PECTINS THIS WORK AND ANY DAMAGE OR PROTECTION 41111 11AM1° CIVIL MINISHw exVlRGAl&110N,® IN THE COUNTY OF RIVERSIDE. CALIFORNIA S
CONTRA TOR'e RESPONSIBILITY TO PROVIDE FOR NIB Op/ TO THESE LINER. PRIOR TO STARTING CONSTRUCTION PERTY. THAT THIS REQUIREIENT SMALL APPLY COIF R.C.E. ID. '/ OATEN ARGNtIFi'IYE UJrOT,AI[Ab/11O:tIR NdID NANAYD',i
QUANTITIES FOR etDDING AND CONSTRUCTION PURPOBES. OF THIS PROJECT TIE DONTMCTOR SMALL VERIFY TINE 7INRX7UBLT AND 1ST of LIMITED TO NORMAL WaRKtNG OfP. DATE, •X C.a,rr nRsr..na F. tAa,'il,NGr.a,r:am ROUGH GRADING PLAN
IDURe AND THAT THE CONTRACTOI SMALL DEFEND..IN- 3/31/91 vND ar,wN
Ex(STING ELEVATIONS of THE EXISTING MINE WTHE 9/9b
DEMNIFY AND HOLD TIE OWNER. TIE COSULTING EN-
UNAUTIgRI2ED CHANGES l USES MAKING CONNECTIONS AID UNCOVERING ALL EXISTINGILI GIIEER AND ALL PUBLIC AGENCIES HARMLESS FROM THESE PLANS HAVE BEEN EXAMINED.AND THEY ARE SN FOR
uTICT LINES AFFECTING D. HE k IF A CON- ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- ACCORDANCE WITH THE CONDITIONS OF DEVELO'IENT,CITY BENCH rA R w FLINT .STREET INDUSTRIAL IF 5 9HTl
SE REESPONSIBLEE ENGINEER OORRE►LIAA�T THESE UWTI�LLRIWT FLiNr FI D BEFORE Ie NOTED. THE F]SIIEEIt MUST NECTION WITH THE PERFORMANCE OF WORK ON THIS ORDINANCE.AND STATE OF CALIFORNIA LAWS.AID A SET N0. 1
BE NOTIFIED BEFORE VERIFY
AIIG. PROJEOT PERMIT TO CONSTRUCT MAY BE ISSUED. I
PLANS
CB TO BE IN WRIT( ISS DCHA�a iT THE �,cra SMALL VEIIIFY ALL CONDITION ND DI- EIXIE0.ItGENCE OF TE tom. M ICNDON�FROMr- PARCEL MAP 25717 FILE N0.
PRETARER THE
PLANE. MENelaw AND elNu REPORT ALL DISOIEPANCIES TG ING EIIBtIEER OR ANY PUBLIC AGENCY. BD3P/.NAG
THE ENGINEER PRIOR TO THE COMMENCEMENT OF YOIU(. R M. III RONALD F. KIRCHNER R.C.E. 41289 CITY ENGINEER I k 0 FOR B,ROOKST0,NE F.B.
LANE ELJIICBE NNL MOM YE DW- IM910.102IPFN 870153 332B 29-JraR-811%04,05►H/47-0153-303