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CITY OF LAKE ELSINORE CITY OF LAKE ELSINORE GRADING NOTES:
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PRECISE G R A D I N G� AND EROSION CONTROL PLANS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WTH THE
AND SPECIFICATIONS AND THE LATEST EDITION OF THE CITY
U.B.GF LAKE APPENDIXSCHAPTERNORE ORDINANCES NO,801 AND 882 AND APPLICABLE STANDARDS
DON JU4N
Ak FOR: 2, A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE.PRIOR TO ANY OPERATION.
1 O 1 V: PARCEL MAP N o. 2 9 2 41 3• TO GRADING.
AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTIUTT COMPANIES AND U.S.A.ALERT(1-800-422-4133)48 HOURS PRIOR \-
�s q 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING
A PORTION OF LOT 9, F GOODWIN, WHITTEN, AND ELLIOT'S SUBDIVISION OPERATION'
rg 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
, M.B. 4/i 41 SECTION 31 , T.5 S, R.4 W 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN I
ON THE PLAN.
�,`�V• 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,
S�, \yam\ V' _ '• '�ih• AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE
FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER AST.M.D-1557-70 TEST 0
y� 6 �s EROSION CONTROL NOTES: 8. METHOD o Ca
( A. IN CASE OF AN EMERGENCY,CALL MR.JOHN SCHOLFlELD 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND C
AT(909)340-1991(24 HOURS). APPROVEDTHIS SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL
B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACE UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS
AND INSURE THAT THE WORK IS IN ACCORDANCE PATH THE APPROVED PLANS. ENGINEER
11. FINISH GRADE SHALL BE SLOPED AWAY FROM AL EXTERIOR WALLS AT NOT LESS THAN 1/2'PER FOOT FOR A MINIMUM OF 3,THEN 1%
(MINIMUM)TO FLOWIJNE OF EARTH SWALE 'i DO
VICINITY MAP '�' � 9g I m
NO SCALE T.REINH T,R.C.E.No.23464,EXP:12-31-01 DATE 12. MINIMUM BUILDING PAD AND SWALE SHALL
SLOPE SHALL BE 1%IF CUT OR FILL SLOPE C LESS THAN M AND R ff CUT OP FILL
IS GREATER THAN 10.DRAINAGE SWALES SHALL BE A MINIMUM OF.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT
C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES OR FILL SLOPES.
DURING THE RAINY SEASON,OCTOBER 15 THROUGH APRIL 15. NECESSARY
BASIS OF BEARINGS: MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OF 5'HIGH.
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVISES OR TO j
BEARINGS HEREON ARE BASED UPON THE NORTHEASTERLY LINE OF REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 1DO YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. •'
PARCEL 3040-62B, R.S. 91/29-36, BEING: N 46' 33' 53" W. D. EROSION CONTROL DEVISES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
APPROVAL OF THE CITY ENGINEER
SUBDIVIDER/OWNER: PREPARED BY: 18. SOILS ENGINEER SHALL RETAINED THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH
E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVISES SHOWN SHALL BE IN INCLUDES FOUNDATION REQUIREMENTS
REMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL I
PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY
JOHN SCHOLFIELD, GENERAL PARTNER JOHN T. REINHART, R.C.E. FORECAST EXCEED 40 PERCENT. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE
DOS DEVELOPMENT PARTNERS P.O. BOX 2105 SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.
502 NORTH SHERIDAN TEMECULA, CA 92593 F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK '
CORONA, CA 91720 EMAIL: jackhort®iinet,com BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION
TEL: (909) 340-1991 TEL: (909) 206-6371 MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. 18. THE SOILS ENGINEERING INVESTIGATION DATED AUGUST 25,1998 AS PREPARED BY T.H.E.SOILS COMPANY(FORMERLY G.E.E.,INC.)AND \
LEGEND: THE ENGINEERING GEOLOGIC INVESTIGATION DATED AUGUST 25,1998 ALSO PREPARED BY TAX SOILS COMPANY,SHALL BE CONSIDERED
G. FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE TOP OF A PART OF THIS GRADING PLAN,AND SHALL BE COMPUED WITH.
THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
SOILS ENGINEER: TOPOGRAPHY BY: BM BENCHMARK HP HIGH POINT 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE
H. THE CONTRACTOR SHALL S RESPONSIBLE AND HAVE POSTED ON THE SITE TO
BW BOTTOM Of W LL LF LINEAR FEET PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION D,TH RESPECT DI MEAN SEA LEVEL)SHALL N GIVEN.D H ELEVATION PATH
T.H.E. SOILS COMPANY LEONARD FOWLER, L.S. RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
(FORMERLY G.E.E., INC.) LCF SURVEYING AND CONSULTING CL CENTERLINE LP LOW POINT THE DEPTH EXCEEDS TWO FEET OR CREATES A HAZARDOUS CONDITION.
31705 CENTRAL STREET 27498 JIMSON CIRCLE 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DEUNEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING
SUITE A TEMECULA, CA 92591 CONCRETE O MANHOLE(MH)
WILDOMAR, CA 92595 TEL: (909) 699-2603 MAX MAXIMUM 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND
TEL: (909) 678-9669 I FAX: (909) 699-5157 CY CUBIC YARDS 12YwN eortux ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. ( C3
FAX: (909) 678-9769 MIN MINIMUM
ser Harr a a mu s4 ,s•K f J 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. C
C&G CURB&GUTTER 1.OV PERCENT OF GRADE srcran aroar(dre C_
ESTIMATE OF PROBABLE EARTHWORK QUANTITIES: CUT/FILL DA GHT LINE O POWER POLE(PP) ame AT cua 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED.KEYED,AND BENCHED INTO FIRM s
PL PROPERTY LINE A NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL Z
CUT: 0 CUBIC YARDS t DIRECTION OF FLOW A(ux� MATERIAL SLOPES GREATER THAN 5;1 ARE REQUIRED TO BE KEYED AND BENCHED. z
58.60 TIC PROPOSED SPOT ELEVATION
FILL: (UNCOMPACTED) 20,500 CUBIC YARDS . EACH 58.60 FLa 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES 6
IMPORT: 20,500 CUBIC YARDS ESMT EASEMENT PIP PROTECT-IN-PLACE .v `+ A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL COLLUVIAL ANDi O
ae•fww) Ia• oowcs wr er aamm H i W
R= RADIUS aIV y AaWw.,w TERRACED AREAS AND ANY SUBSTRUCTURES.
EL ELEVATION _ ay rxcEFns a.s�x 1 m
ROW RIGHT-OF-WAY B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FLUNG OPERATIONS
ENGINEER'S ESTIMATE OF Ex EXISTING ,•(�a0 -(W) I
CONSTRUCTION NOTES: __PROBABLE QUANTITIES: (1zs1.o)- Ex1snNG coN ouR OQ7 SANDBAGS-1 ROW HIGH SECTION A-A C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL
OCOMMERCIAL CONCRETE DRIVEWAY APPROACH PER COUNTY OF 1,990 S.F. ( 22,F 6�•69) EXISTING SPO ELEVATION S SANDBAGS-2 ROWS HIGH D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
RIVERSIDE STD. 207A (MODIFIED WITH 15' CURB RETURNS, PER DETAIL ON SHEET 2) CURB ACCESS RAMP DETAIL A 25. EROSION CONTROL'ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'ON CENTERS OR ANOTHER APPROVED GROUND I
^ 13FF FINISHED FLOOR COVER.ROPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED-TREES,SHRUBS,
L/ REMOVE EXISTING ITEM TREES, CHAIN LINK FENCE 9 EA. FG II 2:1 SLOPE RATIO A,D.A. ACCESS GUIDE: SURVEY CHECKLIST
( ) FINISHED GRADE SF SQUARE FEET OR CGABINATIONS THEREOF.SHRUBS SHALL BE PUNTED AT 10'ON CENTERS;TRESS 20'ON CENTER;COMBINATIONS,15'ON CENTERS I
II FIGURE NOS. 31-20 E&I (NO SCALE) SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVILS PER U.P.C.
FS FINISHED SURFACE
O PROTECT-IN-PLACE (FIRE HYDRANTS, MANHOLES, ETC.) 8 EA. I STA STATION 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE LARD TO PROTECT ADJOINING PROPERTIES DURING THE
r '
FIRE HYDRAN (FH) TC TOP OF CURB GRADING PROJECT. I
OCONSTRUCT CONCRETE �4� THICK) PER COUNTY OF RIVERSIDE.STD. 3,515 S.F. FL FLOWLINE
. NO..401 (INCLUDES 1.0 STEP-OUTS" AT PLANTERS) FX FENCE TG TOP OF GRATE 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT
THE END OF EACH GAYS WORK.
O CONSTRUCT CONCRETE BLOCK RETAINING WALL ( 4' TO 6' MAX HEIGHT) 90 L.F. GB GRADE BREAK, TW TOP OF WALL 7 BY SEPARATE PERMIT THROUGH BUILDING DEPARTMENT] 2& ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS
[ 11 --
HANDICAP(HC EXISTING TREE 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBIUTY OF THE PERMITTEE
O CONSTRUCT TYPE A-6 CURB & GUTTER PER COUNTY OF RIVERSIDE 240 L.F. - 4 ) 30, AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES
STD. N0. 200
s
O CONSTRUCT TYPE "D" CURB PER COUNTY OF RIVERSIDE STD. NO. 204 1,655 L.F. `W '` 9 aau B
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION.
O CONSTRUCT A.C. PAVEMENT( PER SOILS REPORT) 3,660 TONS ao• ue) P F"'�P wwxwer (N�! 32. ALL ROPES SHALL BE PLANTED AN IRRIGATION FACIUTIES SHALL BE PROVIDED FOR ALL ROPES IN EXCESS OF 3 FEET
7 VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.
O CONSTRUCT CLASS-11 AGGREGATE BASE( PER SOILS REPORT) 3,615 C.Y. _-aw,_ - 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
10 APPLY ASPHALTIC EMULSION FOG SEAL 1,085 GALS. T 4'(w N) iM° "� a Amm. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMIUARIZE HIMSELF WITH THE SITE Am BE SOLELY I �
( ) RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIUTIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER 9T
SECTION @-B OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. S ¢n
11 CONSTRUCT 4' GUTTER PAN (PER DETAIL ON SHEET 2) 12,000 S.F. : C
12 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL
CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE 2 EA.
1 s HANDICAP ACCESS RAMP DETAIL B i A
STD. NO. 303 (NO SCALE) 35. APPROXIMATE DATE OF. BEGINNING OPERATION: AUGUST 23,1999 "� A Z
13 CONSTRUCT CURB ACCESS RAMP PER COUNTY OF RIVERSIDE 1 EA. COMPLETION:NOVEMBER 24,1999 m 3
STANDARDS AND DETAIL 'A' ON THIS SHEET
14 CONSTRUCT 1/4 TON RIP RAP EROSION PROTECTION 55 C.Y. - PROPOSED PARCELS: NPDES STATEMENT: 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL NTH A MAXIMUM DIMENSION GREATER THAN 3'WILL BE PLACE IN FILLS WITHIN
ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY N
15 APPROVED BY THE SOILS ENGINEER.
CONSTRUCT CONCRETE BLOCK PROPERTY LINE WALL( 9' MAX HEIGHT) 580 LF. TOTAL NUMBER - 2 THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ..__
PER CONDITIONS OF APPROVAL FOR THIS PROJECT PARCEL 1 - 2.372 ACRES ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL T. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION.BEFORE APPROVAL n
[ BY SEPARATE PERMIT THROUGH BUILDING DEPARTMENT PARCEL 2 = 7.091 ACRES AND INDUSTRIAL STORM WATER DISCHARGES.
16 CONSTRUCT HANDICAP ACCESS RAMP PER COUNTY OF RIVERSIDE 1 EA. TOTAL = 9.463 AC ES NPDES PERMIT NUMBER: DATE PERMIT ISSUED: a 36. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVE BY THE BUILDING DEPARTMENT.
STANDARDS AND DETAIL 'B' ON THIS SHEET CA y ,t.21� * 39. BUILDINGS ARE IN FEMA FLOOD ZONE AE ALL BUILDINGS SHALL HAVE A FINISHED FLOOR ELEVATION CONSTRUCTED ABOVE 1262.0 FEET.
17 CONSTRUCT HANDICAP ACCESS RAMP PER COUNTY OF RIVERSIDE 1 EA.
STANDARDS AND DETAIL'C' ON SHEET 2
CAI.
• A.P.N. 377-151-058 'SECTION 31, T.SS, R.4W OGS_PGP.dwg ii
JOB ADDRESS: RECOMMENDED BY: SEAL SEAL THESE PLANS HAVE BEEN REV EWED FOR COMPUANCE WI CITY OF LAKE ELSINORE SHEET No.
�1CfESSIq,,. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND DI AL j'UK 1 CIS- gt,►I LT PLAN
CENTRAL AVENUE, LAKE ELSINORE ¢C Gtt AND STATE wws,AND A PERMIT CAN BE ISSUED. IIJJ 11��1 DEPARTMENT OF PUBLIC'WORKS
REINS eiE " DIAL TOLL FREE REVIEWED reg. 10, 20OZ PRECISE GRADING & EROSION CONTROL PLANS Q
LOG N0. R.C.E. EXP. �;
DATE � � �� � R�/ l9l�ca`.r.X DATES-s.-�9 1-B00-422-4133 FOR:
PROJECT No. 98-3 & C.U.P. No. 98-6 of 3 sHTs
ACCEPTED BC R.C.E. NO. 23464 RAYM ND O'DONNELL,R.C.E.No.26803 EXP: • AT LEAST TWO DAYS PARCEL MAP No. 2924.1 _
BEFORE YOU DIC
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR `(z Exp. 12/31/01 {'( PREPARED UNDER THE SUPERVISION OF: FILE NO
ASSURINGIHE ACCURACY LAND ACCEPTABILITY OF THE DESIGN HEREON. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA A PORTION OF LOT 9; M.B. 4/241 �
` IN HE
EVENT'OFDISCREPANCIESARISING AFTER AGENCY APPROVAL DATE BY MARK I APPR.DATE /, AS SHOWN BENCHMARK FOUND BRASS DISK ON TOP OF/END OF EXISTING CURB k CUTTER
RESPONSIBLE FOR DETnoN THE NG AN PRIVATE
ATE ENGIINEER SHALN AND - ENGINEER REVISIONS AGENCY R.C.E. EXP. Sfq!£ I V I�- 'GY/•� DATE SCALE: LOCATED ON THE NOFt1HERLY SIDE OF CENTRAL AVENUE 3.3 FEET SOUTHEASTERLY OF AN FOR: W0.
REVISING THE PLANS FOR APPROVAL BY THE GOVERNING AGENCY. DESIGNED BY: JTR DRAWN BY: JMMCOn CHECKED BY: JTR DATE CALIF J .REINHART, R.C.E.No.23464 EXP: 12-31-01 DAM August, 1999 EXISTING FIRE HYDRANT. (ACTUAL LOCATION SHOWN ON SHEET 2 ELEVATION�1262.69 D.G.S. DEVELOPMENT 99003-1