HomeMy WebLinkAbout31400 CASINO DR_ 97-909f,Kl' (1111,VY Rvr _ WX11 ,., 97 1) 09
d*vmo
A
A
li
r
k
r
p
J
ti
y 3u
GRADING NOTES
1 APPLIICABL STANDARDSHAND SPECIFICATIONSS AND LATEST EDITION OF THE UB.
CC„
APPENDIX NCHAPTER 33.
882 AND
2. A PERMIT SHALL HE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY
OPERATION.
3. THE DEVELOPER AND /(R CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (1- 800 - 422 - 4133) 48
HOURS PRIOR TO GRADING.
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS N ADVANCE OF BEGINNING
GRADING OPERATIONS
5. D•JST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE
SHOWN ON THE PLAN.
7. FILL
SHOWN
ONE
THE
PL
ANE
VERTICAL, AND SHALL NOT HAVE LESS THAN 90% RELATIVECOMPACTION OUT OT
APPROVED.
HEE FINISHED SURFACE.
B AS DETERMINED BY THE MODIFIED FIVE LAYER AS
MINIMUM COMPACTION RELATIVE MUM DRY DENSITY
PER THE ASTMSTANDARD DI557-7 TEST METHOD.
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS. SCARIFIED, AND INSPECTED BY THE GRADINGINSPECTORANDAPPROVEDSOILSTESTINGAGENCYPRIORTOTHEPACINGOFFILL
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PACED UNTIL PREPARATION OF GROUND IS APPROVED
BY THE SOILS ENGINEER.
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2' PER FOOT FOR A MINIMUM OFS. THEN IR (MINIMUM) TO FLOWUNE OF EARTH SWALE
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX F CLOT OR FILL SLOPE IS LESS THAN 10, AND 2% IFCUTOFFILLISGREATERTHAN10'. DRAINAGE SWALLS SHALL BE A MINIMUM OF 0.5 DEEP AND CONSTRUCTED A MINIMUM
OF 2' FROM THE TOP OF CUT ^- FILL SLOPES
11 PROVIDE T WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER Y HIGH.
14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP OF CUT SLOPES.
15. No OBSTRUCTION OF FLOOD FINNS OR NATURAL WATER COURSE SHALL BE PERMITTED'
18. WHICH INCLUDES FFOUNDATD4 REQUIREMENTSNTS (SU801WSIONS)
TO
AND EXPANSIVE
GRADING AND
CHARACTERISE THE SOIL.
REPORT
17.
SMALL BE SUBMITTED TO THE BUILDING ANDSENGINEERIN ISSUANCEDEPARTMENTSPRIORTO OF
ENGINEER
BUILDING PERMITS.
18. THE SOILS ENGINEERING INVESTIGATION DATED AUGUST 7, 1996. PREPARED BY SOILS SOUTHWESTSHALLBECONSDEREDPARTOFIRSGRADINGPLAN.
19. A ECISTERD CHAL ENOEEN OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PADELEVATION. WHERE SPECIFIC ELEVATIONS ARE REOUHRD. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALLBEOVEN. F AN ELEVATION NTH RESPECT O ADJACENT GROUND SURFACE IS REQUIRED- THE ACTUAL DISTANCE ABOVE
THE ADJACENT GROUND SHALL BE OVEN.
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED N THE FILED PRIOR TO COMMENOr ENT OF ANY
CSIRUCTION /GRAOI"
21.
AND ENGINEERING DEPARTMENTS FOR CUT AD FILL ROPES OVER 30 N VERTICAL.
YHEIGHH O THE BUILDING
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
21 F STEEP SLOPING TERRAIN OCCURS UPON MACH FILL G To BE PLACED. IT OUST BE CLEARED. KEYED. AND BENCHED INTO
FIRMPLACEMENT OFOF FILL MATERIAL SLOPES GREATER THAN 5:1MARE REQUIRED O BE XZ-'ED ANDD BENCEO.
ENGINEER PRIOR TO
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION N THE FOLLOWING STAGES:
A UPON !'=pLETIOI OF CLEARING AND LURING EXCAVATION AND BEFORE B.'•:.MF, t. OF ALLUVIAL. COLLUVIA. AND
TERRACED AREAS AND ANY SUBSTRUCTUREB. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING; PRE-COMPACTION, BENCHING AND FILING OPERATIONS.
C. DURING INSTALA:ION OF BUTTRESS AND CANYON SUB -GRAINS AND FILTER MATERIAL.
D. WREN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
25. EROSION CONTROL ALL GRADED SINES SHALL RE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHERAPPROVEDGROUNDCOVER. SLOPES OVER 15' N VERTICAL HEIOIT. IN ADDITION TO GROUND COVER. SHALL BE PLANTEDNTHAPPROVEDTEES. SHRUBS. OR COMBINATIONS THEREOF SHRUBS SHALL BE PIJINTED AT 1O' ON CENTERS; TREES. 20' ON CENTER; COMBNATION$• 15 ON CENTERS. ROPES OVER S IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION
SYSTEMS WITH BACKFLOWI PREVENTION DEVICES PER U.P.C.
26. APPROVEO PROTECTIVE MEASURES AND TEMPORARY ORINAGE PROVISIONS MUST BE USED O PROTECT ADJOININGPROPERTIESDURINGTHECRADNGPROJECT.
27. APPROVED EROSION PREVENTATIVE DEVICES SALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND
SHALL BE N PACE AT THE END OF EACH DAYS WORN.
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS,
29. THE LOCATIONS AND PROTECTION FOR ALL UTIU'RES IS THE ESPONSOUTY OF THE PERMITIEE.
30. AN APPROVED SET OF GRADING PUNS SHALL BE ON THE JOB SITE AT ALL TIMES.
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION.
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES N EXCESS OF 3 FEETVERTICALHEIGHTWITHIN90DAYSAFTERFDMPLETIUNofROUGHGRADINGANDSHALLBEINACCORDANCEWITH
ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELYRESPONSIBLEFORANYDAMAGETOEXISTINGFACILITIESRESULTINGDIRECTLYORINDIRECTLYFORMHISOPERATIONS,
WHETHER OR NOT SUCH FACIUTIES ARE SHOWN ON THESE PLANS.
34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD. PRIOR TO ROUC 4 GRADE
APPROVAL
35. APPROXIMATE DATE OF: BEGINNING OPERATION: JULY 15. 1997
COMPLETION: OCTOBER 15, 1997
36. NO ROCK OR OTHER
ROADBED AREAS OR 3! OF
A
FINISH GRADES, THEWITHIN LOCATION, MATERIALS. AND DISPOSAL METHODS ARE
SPECIFICALLY APPROVED BY THE SOILS ENGINEER.
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.
38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.
LEGAL DESCRIPTION:
BEING A PORTION O LOT LINE ADJUSTMENT NO. 96 -4RECORDEDDECEMBER12, 1996, AS INSTRUMENT NO. 468645,
OFFICIAL RECORDS OF RIVERSIDE COUNTY.
EROSION CONTROL N, OTES
A. W CASE OF EMERGENCY, CALL DICK HALE AT 818 -358 -4523 (24 -HOUR PHONE NUMBER)
B. THE UNDERSIGNED CIVILCIVL ENGINEER WALL EMEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN
ACC UAN THE APPROVED PLANS.
RICHARD A. MOORE R.C.E. 71 EXP. 12/97 DATE
C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TRIES DURING THE RAINY SEASON. OCTOBER 15,
ORFACILITATE RAPID CONSTRUCTION OF ITEM ARYBDEVICES OR TO REPAIR ANY DAAMAGED EROSION CONTROL
LOCATIONS
MEASURES WHEN RAIN IS IMMINENT.
D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER.
E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE N PACE AT THE END OF EACH WORKINGDAY *0 THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED
GRADED SLOPE SURFACE PROTECTIONS MEASURES DAMAGED DURINGA RAIN
G
NY
STORM SHALL ALSO BE
REPAIRED.
G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH
WORKING DAY.
H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AREAS
WHERE WATER IS IM!,uUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREATES A HAZARDOUS COIDITIDN.
NPDE8 PERMIT '
THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMNPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES.
NPDES PERMIT NUMBER: DATE PERMIT ISSUED:
CA 8- 3353307024 4/4/97
RAW CUT 3200 Cy
SHRINKAGE (12%) 4401 CY
NET OTT zaco CY
ELL RAW FILL 4450 CY
2mm r Now 850 CY
EXCLUDES FOOTNGS. TAENCHNG FOR UTILITIES,
OVEREXCAVATION AND LOSSFS
4
NOT THE OUAN ITES SHOWN ABOVE ARE FOR POW AND/ OR BONONG HNlWM O4Y. THE GRADING CONTRACTOR SHALL
BE RESPONSIBLE FOR VERIFICATION PRO TO THE START OFGRADINGANDACCOUNTFOROGTR83UR'IG ANY EXCESS MATERIALORSUPPLYING, ANY DEFICIENCIES TO FANG SIZE O DESIGN GRADE
NOTICE TO THE CONTRACTOR
CONTRACTOR AGREES O ASSUME SOLE AND COMPLETE RESPON901UFY FOR JOB SITECONDITIONSDIWLINGTHECOURSEOFCONSTRUCTIONOFTHISPROJECT. INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMNED TO NORMAL WOROW HOURS; AND THAT THECONTRACTORSHOALDEFEND. NDEMNFY AND HOLD THE OWNER AND THE DRC9$ER
HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, N CONNECTION WITH THEPERFORMANCEOFWORKONTHISPROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
971E NEGLIGENCE OF THE OWNER OR THE ENGNFFR.
XI8TmG UNDERGROUND STRUCTURE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PANS
ARE OBTAINED BY A SEARCH OF THE
ARE NO EXISTING UTILITIES EXCEPT ASASHOWN ON THESE
TO
PLM. THREE
BEST
REQUIRED TO.
TAKE THE PRECAUTIONARY MEASURES O PROTECT THE LITM UNES SHOWN AND ANY OTHER LIKESNOTOFRECORDORNOTSHOWNONTHESEPLANSITSMALLBETHECONTRACTORSRESPONSIBILITYTONOTIFYTHEOWNERSOFTHEUTILITIESORSIRUCTUESCOHCERNEDBEFORESTARTINGWORK.
CMSIRE AND l SHWNNESU RD
UTILITY SNOUTSOR SSnin US SHOWN O SHOWN
FOR THE
LOCATE ALL UTILITIES BEFORE CONSTRUCTION.
NOTICE TO THE CONTRACTOR
PERSUANT TO ASSEMBLY BILL 3019• NO EXCAVATION PERMIT
G VALID UNLESS THE FOLLOWING IS PERFORMED:
1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND
HAS PROVIDED INQUIRY I.D. /
2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN
INQUIRY I.D. I FROM UNDERGROUND SERMCF. ALERT AT LEAST
CALL TOLL FREE 2 WORKING DAYS PRIOR TO THE COMMENCEMENT
1 -830- 422 -4133 O EXCAVATION.
BHFORE OU 010
SIGNED DATE _-
BASIS OF BEARING$
THE CENTERUNE O CASINO DRIVE BEING NORTH 4414'44' WESTASSHOWNONTRACTN0, 20473, IN THE CITY OF LAKE ELSINORE. COUNTY OF RIVERSIDE, STATE O CALIFORNIA AS SHOWN BY MAP FILED IN BOOK 177 PAGES 41 THROUGH 44 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA WAS USED AS THE BASS OF BEARINGS
FOR THIS PLAN.
elhl' elIN f1,
rE,H,H on
situ
er .
NOTICE TO THE CONTRACTO
J
PRECISE GRADING PLAN
FOR
PARADISE CHEVROLET
CASINO DRIVE
CITY OF LAKE ELSINORE
COUNTY OF RIVERSIDE
STATE OF CALIFORNIA
ME ESTIMATE= OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON
ARE PROVI'1ED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLYTHECONTRACTORSHALLPERFORMANINDEPENDENTESTIMATEOFALLIMPROVEMENT
FOR H S BID(S) AND CONTRACT(S)- SORES AND SHA L USE SAME AS A BASIS
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FORDISTRIBUTINGANYEXCESSMATERIALORSUPPLYINGANYDEFICIENCIES TO
BRING THE SITE TO DESIGN GRADE.
CONSTRUCTION NOTES
N0.
SHEET T IFI E sw
SHEET 2 PRECISE GRADING PUMA (Sly)
SHEET 3 PNEOSE GAOIK PINI (WILY)
SHEET 4 DETAL SLEET
SHEET 5 EROSION CONTROL HUED
NOTICE TO THE CONTRACTOR
CONTRACTOR AGREES O ASSUME SOLE AND COMPLETE RESPON901UFY FOR JOB SITECONDITIONSDIWLINGTHECOURSEOFCONSTRUCTIONOFTHISPROJECT. INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMNED TO NORMAL WOROW HOURS; AND THAT THECONTRACTORSHOALDEFEND. NDEMNFY AND HOLD THE OWNER AND THE DRC9$ER
HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, N CONNECTION WITH THEPERFORMANCEOFWORKONTHISPROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
971E NEGLIGENCE OF THE OWNER OR THE ENGNFFR.
XI8TmG UNDERGROUND STRUCTURE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PANS
ARE OBTAINED BY A SEARCH OF THE
ARE NO EXISTING UTILITIES EXCEPT ASASHOWN ON THESE
TO
PLM. THREE
BEST
REQUIRED TO.
TAKE THE PRECAUTIONARY MEASURES O PROTECT THE LITM UNES SHOWN AND ANY OTHER LIKESNOTOFRECORDORNOTSHOWNONTHESEPLANSITSMALLBETHECONTRACTORSRESPONSIBILITYTONOTIFYTHEOWNERSOFTHEUTILITIESORSIRUCTUESCOHCERNEDBEFORESTARTINGWORK.
CMSIRE AND l SHWNNESU RD
UTILITY SNOUTSOR SSnin US SHOWN O SHOWN
FOR THE
LOCATE ALL UTILITIES BEFORE CONSTRUCTION.
NOTICE TO THE CONTRACTOR
PERSUANT TO ASSEMBLY BILL 3019• NO EXCAVATION PERMIT
G VALID UNLESS THE FOLLOWING IS PERFORMED:
1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND
HAS PROVIDED INQUIRY I.D. /
2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN
INQUIRY I.D. I FROM UNDERGROUND SERMCF. ALERT AT LEAST
CALL TOLL FREE 2 WORKING DAYS PRIOR TO THE COMMENCEMENT
1 -830- 422 -4133 O EXCAVATION.
BHFORE OU 010
SIGNED DATE _-
BASIS OF BEARING$
THE CENTERUNE O CASINO DRIVE BEING NORTH 4414'44' WESTASSHOWNONTRACTN0, 20473, IN THE CITY OF LAKE ELSINORE. COUNTY OF RIVERSIDE, STATE O CALIFORNIA AS SHOWN BY MAP FILED IN BOOK 177 PAGES 41 THROUGH 44 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA WAS USED AS THE BASS OF BEARINGS
FOR THIS PLAN.
elhl' elIN f1,
rE,H,H on
situ
er .
NOTICE TO THE CONTRACTO
J
PRECISE GRADING PLAN
FOR
PARADISE CHEVROLET
CASINO DRIVE
CITY OF LAKE ELSINORE
COUNTY OF RIVERSIDE
STATE OF CALIFORNIA
ME ESTIMATE= OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON
ARE PROVI'1ED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLYTHECONTRACTORSHALLPERFORMANINDEPENDENTESTIMATEOFALLIMPROVEMENT
FOR H S BID(S) AND CONTRACT(S)- SORES AND SHA L USE SAME AS A BASIS
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FORDISTRIBUTINGANYEXCESSMATERIALORSUPPLYINGANYDEFICIENCIES TO
BRING THE SITE TO DESIGN GRADE.
CONSTRUCTION NOTES
N0. DESCRIPTION OUANTITY
I A.C. OVER 4' A.B. (VERIFY SECTION W /SOILS REPORT) 158.600 S.F.
2 P.C.C. W /03 0 18' O.C. OVER 4' A.B. 8,200 S.F.
3
ZTR6
CURB PER DETAIL I, SHEET 4 2.500 L.F.
4 CURB 61 GUTTER PER DETAIL 2. SHEET 4 1,120 L.F.
5 0' V- (SLITTER PER DETAIL 3, SHEET 4 405 LF.
6 CONSTRUCT DEEPENED CURB A GUTTER PER DETAIL 4, SHEET 4 165 LF.
7 CONSTRUCT CURB INLET CATCH PACK PER COUNTY OF RIVERSIDE
STANDARD NO. 300
I EA
8 INSTALL 12' R.C.P. STORM DRAIN PIPE, 2500 -D 359 LF.
9 CONSTRUCT U- GUTTER PER DETAL 5, SHEET 4 10 L.F.
f0 CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE
STANDARD NO. 311
I FA
11 CONSTRUCT MANHOLE NO. 1 PER RIVERSIDE COUNTY FL1COD CONTROL
DISTRICT (R.C.F.C.D.) SO. NO. MH251
I EA
12 BREAK INTO AND JON EXIST. MANHOLE 1 EA
13 INSTALL 3'x14' RECT. PIPE AND JOIN TO S.W. DRAIN (SEE STREET PLANS) 30 LF.
14 CONSTRUCT RETAINING WALL PER SEPARATE PAN/PERMIT
15 ADJUST MANHOLE TO GRADE 3 EA.
16 CONSTRUCT 2' V -DITCH BEHIND WALL PER DETAIL 6, SHEET 4 3BO LF.
17 CONSTRUCT WALL DRAIN INLET PER DETAIL 7, SHEET 4 1 EA
8 CONSTRUCT 4 -4 PVC GRAN PIPE. SDR 35 90 L.F.
19 CONSTRUCT 6' P.C.C. W /j3 0 18' O.C. OVER C AB., 3'x3' SCORES.
COLORED CONCRETE
4,350 SF.
20 CONSTRUCT H.C. ACCESS RAMP PER ARCHITECTS PLANS 3 EA.
21 CONSTRUCT COMBINATION INLET CATCH BASIN NO. 2 PER COUNTY
OF RIVERSIDE STANDARD NO. 302
1 EA
22 CONSTRUCT CUTTER DEPRESSION PER COUNTY OF RIVERSIDE
STANDARD NO. 312
I EA
C -23971
Exp, 17 -31 -97
x.c..`••..^.°''a' DATE
RICHARD A. MODE 1 N4..lK 7 11ARC
NO. 23971 EXP 12/97 DATE : u_tLL _ _
LEGEND
PROPERTY UNE BLDG.
UTILITY SUPPLIERS: n
WATER/SEWER ELSINORE VALLEY MUNICIPAL WATER DISTRICT
31315 N STREET
CURB FACE
R 92LANEELSINORE, CA 92530LSI
909) 674 -3124
PEI gER ACCOMPAVYJHISNONLREgVFSTS
C.B. CATCH BASIN
LNSPECTIDNA
GAS SOUTHERN CALIFORNIA GAS COMPANY ALL
P.O. BOX 3003
C&G CURB & GUTTER
REDLANDS, CA 92373 -0306
C.L.
909) 335 -7828
TELEPHONE GENERAL TELEPHONE COMPANY
CLEANOUT
120 EAST THIRD STREET CONTRACTOR
CONCRETE
PERRIS, CA 92570 -2188
SURROUNDING PROPERTY LINE 0
909) 657 -7612
THE HALE CORPORATION
ELECTRIC SOUTHERN CALIFORNIA EDITON CO. 513 S. MYRTLE
MONROVIA, CA 9101626100MENIFEEROAD
ROMOLAND. CA 92380 -9752 PH: 818 -358 -4523
ELECTRIC
909) 928 -8252 CONTACT: DICK HALE
C -23971
Exp, 17 -31 -97
x.c..`••..^.°''a' DATE
RICHARD A. MODE 1 N4..lK 7 11ARC
NO. 23971 EXP 12/97 DATE : u_tLL _ _
LEGEND
OVMER
PARADISE CHrVROLET
1177 SOUTH VICTORIA
VENTURA. CA. 93003
PH: 805- 642 -0111
CONTACT: BOB GREGORY
CIVIL ENGINEER
MCE CONSULTANTS
1100 S. COAST HWY., SUITE 211
LACUNA BEACH. CA 92651
PH: 714- 376 -6407
CONTACT: RICHARD A. MOORE
ARCHITECT
WHITFIELD ASSOCIATES
1100 SO. COAST HWY, SUITE 201
LAGUNA BEACH, CA 92651
PH: 714- 497 -5466
CONTACT: GARY WHITFIELD
SOILS ENGINEER
SOILS SOUTHWEST
897 VIA LATA, SUITE N
COLTON, CA 92324
PH: 909- 370 -0474
CONTACT: MOLDY GUPTA
VICINITY MAP
NTS
Nwi
PROPERTY UNE BLDG. BUILDING
FAA: 714 -376 -6417 PARADISE CHEVROLET
C.F. CURB FACE
PROPOSED LOT LINE C.B. CATCH BASIN
O5E, A CHISELED 0
o.:..MddOW1INX
CA CHAIN LINK
EASEME,IT LINE C&G CURB & GUTTER
C.L. CENTERUNE
FUTURE STREET RIGHT -OF -WAY C.O. CLEANOUT
CONC. CONCRETE
SURROUNDING PROPERTY LINE 0 STORM DRAIN
On DRIVEWAY
EXISTIN: CONTOUR ELEC. ELECTRIC
E.P. EDGE OF PAVEMENT'
EXISTING SPOT ELEVATION F.F. FINISHED FLOOR
F.H. FIRE HYDRANT
FLOW LINE F.L. FLOWUNE
F.S FINISHED SURFACE
JOIN JOIN LINE G.B. GRADE BREAK
H.C. HANDICAP
FLOWLINE H.P. HIGH POINT
INV. INVERT
S -0' V- GUTTER IRR. IRRIGATION ;7s'
L.P. LOW POINT
CURB AND GUTTER M.H. MANHOLEzg_ P.P. POWER POLE
CURB ONLY R.D. ROOF GRAN
R.O.W. RIGHT OF WAY
soQav® RETAINING WALL ST. STREET
T.C. TOP OF CURB
IMA DEEPENED CURB TEL TELEPHONE
T.G. TOP OF GRATE
T310 PROPOSED CONTOUR LINE TF. TOP OF FOOTING
T.N.H. TOP OF MANHOLE
STREET LIGHT T.W. TOP OF WALL
S SANITARY SEWER
p0 VALVE W WATER
W.M. WATER METER
PROPOSED FIRE HYDRANT W.V. WATER VALVE
OVMER
PARADISE CHrVROLET
1177 SOUTH VICTORIA
VENTURA. CA. 93003
PH: 805- 642 -0111
CONTACT: BOB GREGORY
CIVIL ENGINEER
MCE CONSULTANTS
1100 S. COAST HWY., SUITE 211
LACUNA BEACH. CA 92651
PH: 714- 376 -6407
CONTACT: RICHARD A. MOORE
ARCHITECT
WHITFIELD ASSOCIATES
1100 SO. COAST HWY, SUITE 201
LAGUNA BEACH, CA 92651
PH: 714- 497 -5466
CONTACT: GARY WHITFIELD
SOILS ENGINEER
SOILS SOUTHWEST
897 VIA LATA, SUITE N
COLTON, CA 92324
PH: 909- 370 -0474
CONTACT: MOLDY GUPTA
VICINITY MAP
NTS
Nwi IN THE COUNTY OF RIVERSIDE, CALIFORNIAi. COASt 16giN. C 2631ABEACH, 37 1PH:
651
6 - PRECISE GRADING PLAN
FAA: 714 -376 -6417 PARADISE CHEVROLET
47 TITLE SHEETNRD., H.W. ALONG
1., AT THE MOST PARCEL 1, PM 28552
CF CASINO DR„
COMMERCIAL PROJECT 96 -2O5E, A CHISELED 0
o.:..MddOW1INX
J
SHEET
i
O 5 SHTS
FILE NO.
I
wa.
a
3
h
Y,
12' NOS GRATE
INLET (NDS 1210)
RETAINING WALL - /
8' ADAPTER
3-4' P.V.C.. SDR 35
TO CURB
7 WALL DRAIN INLET
N.T.S.
STEEL K!0 WALI
6 2' V -DITCH
N. f.5.
1/2. R` .'. % T - -` - —I/2' R
o P '•\ r.
T -6" U- CHANNEL
N.T.S.
rl 8 1
FINISHED GRADE VARIES
DEEPENED FOOTING IF RECURED GN CURB
5 his. F
4 DEEPENED CURB
N.T.S.
UP 1/2- R 1/2•
1 -1/2L
3 X -0" V- GUTTER
H.T.S.
1/4' PER
FOOT 112' R1 1-3/8' LIP
i•
2 6" CURB & GUTTER
H.T.S.
6'
SLOPE 1/2' R1/4' PEN
FOOT 1 -1/2'
1/2' Ri r
r
6" CURB
N.T.S.
EAST.
TOP OF SLOPE BERM 2'
I 2X 1
EAST.
IAN.
ROUGH GRADE
CASINO DRIVE
1 / ry' r
FUTURE AM t GUTTER
SECTION F -F
N.T.S.
TW
SEE STRUCT. PINTS
FOR WALL DETAILS
rTF, %r
1.5 ,
r
EAST.
ROACH GRADE /
SECTION E -E
N.T.S.
CASINO DRIVE
FUTURE CURB A GUTTER
SECTION D -D
N.T.S.
SECTION C -C
N.T.S.
4
4'
I
EAST. FENCE I I EAST. N P.C.C. DITCH
T \
t
EAST. ROUGH GRADE
EAST.GRADE
I
r 1.5
22 Q `
1
MIN.
SECTION B -B
N.T.S
BY OTHERSI }' 20' 2
ADJACENT PROPERTY n iIII
I 11 1
L — 1 iL• -
r , `r' J ; I • SEE PLAN
FOR FIG
EAST.
4.-W •IIGH CRIB RETAINING WALL
WFEAST \ ` \21 16ROUGHLIME
RETAINING
SECTION A -A
N.T.S.
REV
LEGAL DESCRIPTION: IsAil? OF BEARINGS: — - - - -- -- --
PREP CD UNDER SUPERVISION OR OIVIL "10Muma CITY OF LAKE ELSINORE SHEET
f - -I A, RWp A N A LAND BUyVVEYNO
a V 1 AN IN THE COUNTY OF RIVERSIDE, CALIFORNIA0.T SY p'• IACI 5. COAST NWY., /YH 4
BL 'N: A PORTION OF LOT LINE ADJUSTMENT NO. 96 -4 THE CENTERLINE. OF CASINO DRIVE BEING NORTH 44.14'A4' WEST , YDO,P — DALE LAp1NI BEACH, CA-640 PRECISE GRADING PLAN
RECUftDED DECEMBER 12, 199o, AS INSTRUMENT NO. 568645, AS SHOWN ON TRACT NO. 20473, IN THE CITY OF LAKE ELSINORE. COUNTY OF RIVERSIDE, — — --W a r^ •, RCE NO.
A. MOORE ., t FAX n4-
36 -
G40T
OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA AS SHOWNI BY MAP FILED IN BOOK 177 PAGES 41 THROUGH 44 OF MAPS, - -- - -- L I RCE N0. 23971 E>tP t2,9I DATE: L'g 7 1T 87 FAZ: nr 776 -Wt7JI G -23971 PARADISE CHEVROLET
RECORDS OF NIVERSIDE COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARINGS — ----i— Exp. 12 -31 -97 THESE PLANS NASt BEEN REVIEWED FOR COMPU CE WITH TIE CHMA DATE: 9/93 ELEV.: 1330.47 DETAIL SHEET 0 5 St1T5
FF APPROPRIATE COND noHS a 6Ey LOPME T AN OR C TY AND FROM THE INTERSECTION IF CASINO DR. AND RAILROAD CANYON RD., N.W. ALOHG PARCEL 1, PM 28552FORTHISPLAN. _ THE STATE LAWS. AND A PERMIT CAN BE ISSU CASINO DLL. TO THE WT aCTWN OF CASINO DR. AND MILL ST., AT THE M—T FIE NO. O •,a1+ CIVIW. 1Q NORTHERLY CORO RETURN, 32.0 FT. SW. OF THE CENTERLINE ON CASINO DR,
M - -pSION ?u.p / - lli o. ---/ 'N --*! - 4's 63.5 FT. N.W. OF MIL ST., 14.0 FT. EASTERLY OF P.P. 0230935E. A CHISELED 0 COMMERCIAL PROJECT 96 -2
i 7718 111TJ1 WAIN V6ODSC6D PS011
Ij T66 SNST AND YL i1 OOI IiTR
DRAW1W08 AVAI"Ill" AT TO
TIIQ OlF 11/,Y
V
VARIES EAST.
2MM110' MAX
TOP OF SLOPE
EXIST.
BERM Q 1
ROUGH GRADE
I
IEAST. FENCE I 1,5
EAST GRADE
I
SECTION C -C
N.T.S.
4
4'
I
EAST. FENCE I I EAST. N P.C.C. DITCH
T \
t
EAST. ROUGH GRADE
EAST.GRADE
I
r 1.5
22 Q `
1
MIN.
SECTION B -B
N.T.S
BY OTHERSI }' 20' 2
ADJACENT PROPERTY n iIII
I 11 1
L — 1 iL• -
r , `r' J ; I • SEE PLAN
FOR FIG
EAST.
4.-W •IIGH CRIB RETAINING WALL
WFEAST \ ` \21 16ROUGHLIME
RETAINING
SECTION A -A
N.T.S.
REV
LEGAL DESCRIPTION: IsAil? OF BEARINGS: — - - - -- -- --
PREP CD UNDER SUPERVISION OR OIVIL "10Muma CITY OF LAKE ELSINORE SHEET
f - -I A, RWp A N A LAND BUyVVEYNO
a V 1 AN IN THE COUNTY OF RIVERSIDE, CALIFORNIA0.T SY p'• IACI 5. COAST NWY., /YH 4
BL 'N: A PORTION OF LOT LINE ADJUSTMENT NO. 96 -4 THE CENTERLINE. OF CASINO DRIVE BEING NORTH 44.14'A4' WEST , YDO,P — DALE LAp1NI BEACH, CA-640 PRECISE GRADING PLAN
RECUftDED DECEMBER 12, 199o, AS INSTRUMENT NO. 568645, AS SHOWN ON TRACT NO. 20473, IN THE CITY OF LAKE ELSINORE. COUNTY OF RIVERSIDE, — — --W a r^ •, RCE NO.
A. MOORE ., t FAX n4-
36 -
G40T
OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA AS SHOWNI BY MAP FILED IN BOOK 177 PAGES 41 THROUGH 44 OF MAPS, - -- - -- L I RCE N0. 23971 E>tP t2,9I DATE: L'g 7 1T 87 FAZ: nr 776 -Wt7JI G -23971 PARADISE CHEVROLET
RECORDS OF NIVERSIDE COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARINGS — ----i— Exp. 12 -31 -97 THESE PLANS NASt BEEN REVIEWED FOR COMPU CE WITH TIE CHMA DATE: 9/93 ELEV.: 1330.47 DETAIL SHEET 0 5 St1T5
FF APPROPRIATE COND noHS a 6Ey LOPME T AN OR C TY AND FROM THE INTERSECTION IF CASINO DR. AND RAILROAD CANYON RD., N.W. ALOHG PARCEL 1, PM 28552FORTHISPLAN. _ THE STATE LAWS. AND A PERMIT CAN BE ISSU CASINO DLL. TO THE WT aCTWN OF CASINO DR. AND MILL ST., AT THE M—T FIE NO. O •,a1+ CIVIW. 1Q NORTHERLY CORO RETURN, 32.0 FT. SW. OF THE CENTERLINE ON CASINO DR,
M - -pSION ?u.p / - lli o. ---/ 'N --*! - 4's 63.5 FT. N.W. OF MIL ST., 14.0 FT. EASTERLY OF P.P. 0230935E. A CHISELED 0 COMMERCIAL PROJECT 96 -2
i 7718 111TJ1 WAIN V6ODSC6D PS011
Ij T66 SNST AND YL i1 OOI IiTR
DRAW1W08 AVAI"Ill" AT TO
TIIQ OlF 11/,Y
V
V
I
MATCHLINE - SEE SHEET 8 ;
I
2 _}•_ -
I
ter
Ian ------- - {.,D i - -
o% TRACT 2047:1 1328,23 Lc
sx M.B. 177/41 -44 i
FL
5 1 T
x I I
SERVICE BLDG. I y SALE 00 BLDG. - - -- - - -- - - --
I - zs I 30.00 FF I. 29 1 - I 1 3360 ,E - 30.25 FF I --
2
011 E1; - I ;;;
zB R
IC 1
zatz PL I ; G I::. z9.6o F5 z896 FS I I_...- - - - ;._._. - - -- - --
r ONE CRAZE I - =t
37L 2898 FS I 1 4.25 M
I
I - - -- --- 314 I I
INV. !
X-
22.26 I .... . 21198 FS
3 29.42 TC FF I 3aoo 1 26 FL 1 - _ -
3222 I 51r 21192 FL 21 FS
I -
y 10 1,3:9.58 i.., -- , 1SL9.AS 1: T?.F I I +- 29. y - - §
27 -
43. 04 3.._
31.5 TF
28.
TC I,
i1
420 7F
31 i _,
29.54
1, MFS29.22
3 i 29.44 26 FL I - - - 28 26 FS I j
29. ), I I J
J
2694
HC
HC / L I / X844 TC o4 FS 1C ROUGHGRAD G KAN
31.11 TC I
27.98 fs 27.60 F5 -- - It 98 FS ' r F I I FS 30.31 FS 21.80 29.27 FS _3 r
1.5 FL
I 310 TF - -- z /• SO TC
W ' SO.QB 1 JZ.B 8 TO
2g
4
I 297 FS 2686 2174 2600 FS
I I I
26 64 FS
7.
tio. • _
4g I i
I
4Q I 10 It •E ' 1 I K I i 29.10 TC„ 12680
2&44 2&81 2850 FS
t
I I
U. 3 - - -
Lh,
Fs
4
d I I I 4.61 I - -- - - -- RA Ii -r -- I t 236 j 20. t " • i - I I I
29 281 FS 290 TC 27.84
I (
I
18 FS 21.6 FS ' 24 FS I I i
II I ~s
I
170
I 24 2200 - -
f 7259VERIFBYB
EIOSt
4 TC TcIa84>< 27.57 FL I I ? -
398 FS I II I I I27.19 FS • 92
FTLC
II
iW 3190 Jls't -' .20 FS 70 7C' 3 C.B. 42 21.15 TC /
114 1s W 3 I 5
27.2 2358 1957 FL 1 .
95tH"
2,
310 TF OF W 1C 14 4 73 FS Mil W-4.0 9 I Ir\ I 48 04 FS I 1 4t 1 23 FMS I I H-4'
i I I JF 13 272 1 D I 1 1840 INy. - 141. I I M ` I (1 11.72) NV 4' i8• 9T f ,I 1 1911 -. 2i.4; 1 1 32 4, FS I 410 3L 3 F! 4 CL E IT
I I 92 4
t 41E
FS 02 FL
4i. FG
STEP OPEN M' FOR PL15 ••' - '"- -- - -- - _ _ - - - --' _ - - - -
18.53 -
FTC - - - -
827.34_ - - es 1i1BM _ - 185TW 6 15.5 1W_ 17.5 7W
JON 115 TF N 4414'44• W - - -
iU
f 00 4042 + CT1oN OF DwY. 54i1 MLaEC WAT.'.
4.1 - 4.1 31.09 TC/ ]31 4.12 { - - - - - - - FOR CONIIU
WAT.-'- _ -`'` - - ' "i0R sum _OE
9510 - - - - - - - - -- -
I
STREET I F 1319.31 TC D 1313.10 TC 1311.16
30° AML_ _ _ - r,.. '
skE - - -- - - - - -
27 +00 c 28 +00
j - - -- - - - - -- - -'- -
0\ Z4f0U COQ' 5 2E +0 {
r •,
12" WAT
i DRIVE
12,' WAT ' - T CABINS
M.S. a" war
MILL ST
CONSTRUCTION NOTES
r ". 9 CONSTRUCT U- GUTTER PER DETAIL 5, SHEET 4 16 CONSTRUCT 2' V -DITCH BEHIND WALL PER DETAIL 6, SHEET 4
O CONSTRUCT J' A.C. OVER 4' AB. (VERIFY SECTION W/5011.5 RE 17i CONSTRUCT WALL GRAIN INLET PER DETAIL 7, SHEET 4
O CONSTRUCT 6' ".C.C. W //3 O 19' O.C. OVER 4' h•' J CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE _ S ; -NDARD NO. 311 , CONSTRUCT 4'6 PVC DRAIN PIPE, SOP 35
OS CONSTRUCT 8' CUkO PER DETAIL 1, SHEET 4 ry CONSTRUCT MANHOLE NO. 1 PER RIVERSIDE COUNTY FLOOD CONTROL
0 OINi41RUCT 8' CURB HI: CUTLER PER DETAIL 2. SHEET 4 DISTRICT (R.C.F.C.O.) SID. NO. MH251 U COLOREDLCONCRETE
W/ O O.C. OVER A.B., 3'x3' SCORES,
CONSTRUCT Y -0' V- GUTTER PER DETAIL 3, SHEET 4 12 BREAK INTG AND JOIN E%IST. MANHOLE (J CONSTRUCT H.C. ACCESS RAMP PER ARCHITECTS PLANS
CONSTRUCT DEEPENED CURB B GUTTER PER DETAIL 4, SHEET 4 ,3 INSTALL 3'x14 RECT. PIPE AND JOIN TO S.W. GRAIN (SEE STREET PLANS) 2, CO TRUCT C MBINNDARO 'N INLET
N0.
302ATCH
BASIN N0. 2 PER COUNTY SCALE: t, -20'
1 CONSTRUCT
NO
R INLET CATCH BASIN PER Ce'R1TY G IV- :SIDE ,4 CONSTRUCT RETAINING WALL PER SEPARATE PLAN/PERMIT
22 CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE
INSTALL 12' R.C.P. STONM DRAIN PIPE. 2500 -0
ri ASST MANHOLE TO GRADE STANDARD NO. 312
0 20 40
CITY OF LAKE ELSINORE SHEET
suPERw oN oF•
E GOAL DESCRIPTION:
BEING A PORTION OF LOT LINE ADJUSTMENT NO. 96 -47RECORDEDDECEMBER12, 1996, AS INSTRUMENT NO. 468645,
OFFICIAL RECORDS OF RIVERSIDE COUNTY.
u
THE CENTERLINE OF CASINO DRIVE BEING NORTH 44'14'44• WESTASSHOWNONTRACTNO. 20473, IN THE CITY OF LAKE EISINORE, COUNTY OF RIVERSIDE, INSTATEOF.
RECORDS OF RIVEERSIDE COUNTY, CALIFORNIACALIFORNIA WAS B60p0OKKAS7THE BASIS OF ADS NAPS,
FOR THIS PLAN.
7?4 4
PREP ED
0OIYVY 1••20'
r' PoCH MOORE
DATE
0- 1 . RU NO. 239e711N EV 12/67 DATE: SS:+i 17 7 11 7
E11p 12- 31•- 97
AW51tHis11" -eC0WTM
FROM
AND A AN NORMSB
IN THE COUNTY OF RIVERSIDE, CALIFORNIA 2IOU+."; CA A PRECISE GRADING PLAN376-601376-6417 PARADISE CHEVROLET 1 5 SHTSPRECISEGRADINGPLAN (SLY) V. ALONGMo9r • PARCEL 1, PM 28552 FIE NO.
X00 COMMERgAL ROJECT 98 -2
i
S1 ° a
4
To an AIM IIO/'! 0m1i77
D"WIN" "AILMS AT 70
4IIQi Oy 1I1J..W.....w..Yw.
r
r .'. R
i
i \ T
i
TOP OF SM
TSLOPE \
DEEP TED FO01N0 ` -
2 \ .:_
TYP
r-- .___.. -- -- - -- - - - / ' _
jj -
aka / N 40'19't6' w 20$S0 .' ' ` •• <, -' / iB -\ TOP - -
I
aP aF SLOPE f
i .
N • 1'36= w
tY4 R4VC Dww PIPE TOE OF r.APE _ - -- //- FOOTING
SIB
J
365 TF SEE ROINiI ORADND PLAN t p / 6' ?i x ; 6''•10 6' 1D Z 6 TG
10 FS-.1u / FF ,i' /'C '' OF ' . OF II44.5 26.1" 1F 1 23.,0• /
I51.64 FIG 7F 37.63
k x
1I
a 37
FS
B - j ; 1 -I >< 4= 6
FS
Fs _ i' I:. ( t I I i I I i! G
I w
30.
2M) TC \ 1s! STORM DRAM
mm 1 FS 2911 Fs 26. - -- - 2% I I
C I 31.00 FF 4 T 2stbo FL „
1
I 4 9
I
1
051[ 29. 4 FL 2A67 L I 1.0=
44 - -
5241
6 :iii 2Y.Y6 -5 I
I I
Irl
1 -
WILET
AWL PLAN 1329.45 132 .44 - - -_ - - -- -
I•)S I
I
1326.41
I I `fII
J0.40 PARCEL 1 Ki I 4
I / 3a AREA = 6.00 AC (GROSS) ;3so 4.
ru
II I
2nba Fs i
t Tc -
i cz 30.46 FS r 20=
2 1
I j
l
2a
vi pF,
I
1 /
70 FS 30,33 FL 1379.44 ! I I 1 1 ! ` 2295 1G j
b1 I - I SERVICE BLDG.
I SALES : B DG. Iii 261 Fs " .e2 Fs
I
I
51i \ -
30.00 FF i ! 29.00 FF I -
Z I
30.00 FF
I ! I ! 2624 FS ;' WFS - -
11
29.96 I •- _
1329.73 137.9.01 332, I I - -!----
I ; MATCHLINE - SEE SHEET ' 2 2e96
1322.23A.
1 I
r 1
CONSTRIMinoN
O1
n
O
SR 71
10 CONSTRUCT GUTTER DEPRESSION PEN COUNTY OF RIVERSIDE iO7 CONSTRUCT WALL GRAIN Rtl,ET PER DETAIL
A
O CONSTRUCT 6' CIIRB PER DETAIL 1, SHEET 4
31R
16 CONSTRUCT 4'• PVC DRAIN PIPE. SDR 35
y
11
M1 ~
1 3tyCJ
O4 CONSTRUCT 6' CURB • CUTTER PER DETAIL 2, SHEET 4 DISTRICT (R.C.F.C.O.) STD. NO. MN251 COLORED CONCRETE
V ` , / • -'.: 136.04' i
i \ T
i
TOP OF SM
TSLOPE \
DEEP TED FO01N0 ` -
2 \ .:_
TYP
r-- .___.. -- -- - -- - - - / ' _
jj -
aka / N 40'19't6' w 20$S0 .' ' ` •• <, -' / iB -\ TOP - -
I
aP aF SLOPE f
i .
N • 1'36= w
tY4 R4VC Dww PIPE TOE OF r.APE _ - -- //- FOOTING
SIB
J
365 TF SEE ROINiI ORADND PLAN t p / 6' ?i x ; 6''•10 6' 1D Z 6 TG
10 FS-.1u / FF ,i' /'C '' OF ' . OF II44.5 26.1" 1F 1 23.,0• /
I51.64 FIG 7F 37.63
k x
1I
a 37
FS
B - j ; 1 -I >< 4= 6
FS
Fs _ i' I:. ( t I I i I I i! G
I w
30.
2M) TC \ 1s! STORM DRAM
mm 1 FS 2911 Fs 26. - -- - 2% I I
C I 31.00 FF 4 T 2stbo FL „
1
I 4 9
I
1
051[ 29. 4 FL 2A67 L I 1.0=
44 - -
5241
6 :iii 2Y.Y6 -5 I
I I
Irl
1 -
WILET
AWL PLAN 1329.45 132 .44 - - -_ - - -- -
I•)S I
I
1326.41
I I `fII
J0.40 PARCEL 1 Ki I 4
I / 3a AREA = 6.00 AC (GROSS) ;3so 4.
ru
II I
2nba Fs i
t Tc -
i cz 30.46 FS r 20=
2 1
I j
l
2a
vi pF,
I
1 /
70 FS 30,33 FL 1379.44 ! I I 1 1 ! ` 2295 1G j
b1 I - I SERVICE BLDG.
I SALES : B DG. Iii 261 Fs " .e2 Fs
I
I
51i \ -
30.00 FF i ! 29.00 FF I -
Z I
30.00 FF
I ! I ! 2624 FS ;' WFS - -
11
29.96 I •- _
1329.73 137.9.01 332, I I - -!----
I ; MATCHLINE - SEE SHEET ' 2 2e96
1322.23A.
1 I
CONSTRIMinoN
O1
NOTES
CONSTRUCT 3' A.C. OVER 4' A& (N]TIFY SECTION W/SO4.S REPORT) O CONSTRUCT U- CUTTER PER DETAIL 5. STREET 4 18 CONSTRUCT 2' V -DITCH BEHIND WALL PER DETAIL 6. SHEET 4
7. SHEET 4
O2 CONSTRUCT 6- P.C.C. W /13 0 Hr O.C. OVER 4' A.B. 10 CONSTRUCT GUTTER DEPRESSION PEN COUNTY OF RIVERSIDE iO7 CONSTRUCT WALL GRAIN Rtl,ET PER DETAIL
A
O CONSTRUCT 6' CIIRB PER DETAIL 1, SHEET 4
31R
16 CONSTRUCT 4'• PVC DRAIN PIPE. SDR 35
11 CONSTRUCT MANHOLE N0. 1 PER RIVERSIDE COUNTY FLOW CONTROL 19 CONSTRUCT 6- P.C.C. W /13 0 16' O.C. OVER 4' AB.. 3'x3' SCORES,
O4 CONSTRUCT 6' CURB • CUTTER PER DETAIL 2, SHEET 4 DISTRICT (R.C.F.C.O.) STD. NO. MN251 COLORED CONCRETE
OS CONSTRUCT 3' -0' V- GUTTER PER DETAIL 3, SHEET 4 12 BREAK INTO AND JOIN EIOST. MANHOLE 20 CONSTRUCT H.C. ACCESS RAMP PER ARCHITECT'S PLANS
U CONSTRUCT DEEPENED CURB A, CUTTER PER DETAIL 4, SHEET 4 13 STALL 3'x14' RECT. PIPE AND JOIN TO S.W. DRAIN (SEE STREET PLANS) 21 CONS TDCOMBINATION CATCH BASIN NO. 2 PER COUNTY SCIIE• 1' 20•
8 O CONSTRUCT CATCH BASIN PER COUNTY Of RIVERSIDE 14• CONSTRUCT RETAINING WALL PER SEPARATE PLAN/PERMIT
NNLET
Y
N
3BOINLET
15 22 CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVEPSIDE 20AQA15TMANHOLE10GRADEO0 40
5 INSTALL 12' R.C.P. STORM DRAIN PIPE, 2500 -0 STANDARD NO. 312
o CITY OF LAKE ELSINORE SHEET
al HIM PREP I toER SUPERVISION ; 1••20 IN THE COUNTY OF RIVERSIDE, CAUfORN1A
E FrAL DHSGRIPTION: y BASIS OF BEARIN4$: 9 A of 11x0 S. &AST M A /!1S1, •, 1A00NA BEAN, C 93851
R1: 714- 776 -ew7 PRECISE GRADING PLAN
3
n OR A PORTION OF LO" LINE ADJUSIMENT NO. 96 -4
12. 1996, AS INSTRUMENT N0. 486645,
THE CENTERUNE OF CASINO DRIVE BEING NORTH 44'14'44' WESTASSHOWNONTRACTNO, 20473, IN THE CITY OF LAKE ELSINORE. COUNTY OF RIVERSIDE,
RICHARD A MOORE IlLSI41 7 I 7 FAX na3>e anT PARADISE CHEVROLET , W. N0. 23071 EEP 12/97 DATE:
0.41[ 0 EUV: t3J0.47 PRECISE GRADING PLAN N LY 5 SHT
RECORDED DECEMBER
Bi OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA AS SHOW BY NAP FILED H BOOK 177 PACES N THROUGH 44 OF MAPS, BEARINGS E'41 3 TH TIE FROM T1AIN RL• H•WuONOa;, AND 1DR. H AND FROM T1E wIGISEOTNTIRECORDSOFRIVERSIDECOUNTY, CALIFORNIA WAS USED AS THE BASIS OF I AND
IL
W., ST PARCEL 1, PM 29552myiY &IOF OF u FILE No. -
FOR THIS PLAN, HOR, AMC 3ZO IMF' wOit DR..
s -f2 1ua n. N.W. OF YEL ST.. 14.0 FT. EASIFALY a PP. 0230a03aE A 1%OSpED 6 COAIMERgAL PROJECT 96-2 I,
iAPPRRAdAtEf
I
v .