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PRECISE_ PRECISE GRADING PLAN
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MARIA COURT_ TRABUCO DR.a
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GENERAL NOTES i
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xs 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE 21.STABILITY CALCULATIONS WITH A FACTOR OR AT LEAST 1.5 SHALL BE SUBMITTED BY A P
34 LOT NUMBER 123 6 PAD ELEVATION-0.3' . '
ro� ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND 9
2% AND THE LATEST EDITION OF THE U.B.C.,APPENDIX CHAPTER 33. FILL SLOPES OVER 30'IN VERTICAL HEIGHT.
ORTEGA HIGHWAY 12582 PAD ELEVATION i
12 58.4 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE 22. FINAL COMPACTION REPORT VALL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
DEEPENEDFOOTING ELSNORE,PRIOR TO ANY OPERATION.
PER PLAN PAD=12589 FINISH FLOOR ELEVATION 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE
(6"ABOVE PAD ELEVATION) 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES CLEARED,KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
INDEX MAP FF=125S40 AND U.S.A. ALERT(1-800-227-2600)48 HOURS PRIOR TO GRADING. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO
SCALE: 1'=150' 5'MIN. PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE
1974C-R 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST KEYED AND BENCHED.
24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS.LENGTH I
! e MODEL TYPE 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
FOOTIN (D.F.)DEEPENED 41'n' 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF
FOOTING(O.F.) CITY ENGINEER. ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. -
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,
GF=1258.90 PROPERTY LINE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS BENCHING AND FILLING OPERATIONS.
OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.
MACY STREET RETAINING WALL, 06 GARAGE FLOOR ELEVATION D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION
WHEN REQUIRED, t25�g 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS
j By
SEPARATE PERMIT OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS 25. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE
o THAN 9O:RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT.
W 2
0 0 RIGHT-0E-WAY 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE 26. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING
MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST METHOD. A HIGHER COMPACTION MAY THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK.
r BE REQUIRED BY THE SOILS ENGINEER OR PUBLIC AGENCIES.
/ g = c g Y cuaB 27. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND
S a INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR 28. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE
GRANDVIEW AVENUE 1^ z TYPICAL LOT TO THE PLACING OF FILL PERMITTEE.
PROJECT SITE BillN.T.S,
u 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL 29. AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER.
30. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION
5'Mill N. P/L 5'MIN. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS T OF GRADING OPERATION.
TRABUCO DR. THAN 1/2"PER FOOT FOR A MINIMUM OF 3'. THEN%(MINIMUM)TO FLOW LINE OF EARTH
SMIN. 2'MIN. ZMIN. 3'MIN. SWALE. 31.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACIUTIES SHALL BE PROVIDED FOR ALL
ORTEGA HWY. SLOPES IN EXCESS OF 3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH
12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X DRAINAGE SWALES GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE €
SHALL BE A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. APPROVAL OF FINAL INSPECTION.
VICINITY MAP 13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES 32. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF d E
N.T.S. I OVER 5'HIGH. WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
LOWER PAD UPPER PAD RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH
14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG THE TOP FACILITIES ARE SHOWN ON THESE PLANS.
52.00' OF ALL CUT SLOPES. _
5 ¢g.gp' �4 �
aM.V'1N 33. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, i
z 2oq,c73�' 15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PRIOR TO ROUGH GRADE APPROVAL SLOPEVARIES 2I MAX. 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND 34.APPROXIMATE DATE: BEGINNING OPERATION SEPTEMBER 15,2001
PLAN TYPICAL SWALE SECTION
PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS COMPLETION SEPTEMBER 15,2002 '
PLAN 2 PLAN 3 (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL 35. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN
0 1°'v INSPECTION BEFORE APPROVAL
r a 17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION i
a REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER
1O FOOTING TO BE DEEPENED DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.
F.F.ELEV. 1 THAN 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3"OF FINISH GRADES
UNLESS THE LOCATION,MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY
VARIES,6"MIN.TO 0"r;. zo' o�F" 18.1HE SOILS ENGINEERING INVESTIGATION PREPARED BY PACIFIC SOILS ENGINEERING INC. APPROVED BY THE SOILS ENGINEER.
�8'•+EXTRA DEPTH FOOTING �" O' DATED JUNE 6, 2000 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL
PER PLAN,MAX. j ED FOOTING
IN BE COMPLIED WITH.
PAD ELEV. DEEPENED OF (D.F.) 37. THE SITE HAS OBTAINED A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM
g�Mip 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES.
4hik 12'MIN. CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE NPDES PERMIT#WDID NO. 8 335313421 DATE PERMIT ISSUED DUNE 20, 2000
REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.
IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE
1 NOTE THE EXPOSED PORTION OF THE DEEPENED FOOTING
794 SQ. FT. 2048 SO. FT. 2340 SO. FT. ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
:
1 STORY 2 STORY 2 STORY SHALL BE FORMED. 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
3 BEDROOMS 4 BEDROOMS 5 BEDROOMS TYPICAL EXTRA DEPTH FOOTING PLAN COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
3-CAR GARAGE 3-CAR GARAGE 3-CAR GARAGE N.T.S.
2 UNITS 4 UNITS 5 UNITS NOTICE TO CONTRACTORS
18.2% OF 11 LOTS 36.3% OF 11 LOTS 45.5% OF 11 LOTS
Contractor agrees that he shall assume sole and complete responsibility for job site
TYPICAL HOUSE TYPES LOT AREA TABULATION conditions during the course of the construction of the Project, including safety of all
persons and property; that this requirement shall apply continuously and not be limited to
SCALE: 1"=30' LOT NUMBER NET AREA (S.F.) LOT NUMBER NET AREA (S.F.) LOT NUMBER NET AREA (S.F.) normal working hours; and that the Contractor shall defend, indemnify and hold the
DETAILS SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION Owner and the Engineer harmless from any and all liability, real or alleged, in
1 8737 19 7200 37 7376 connection with the performance of work on this Project, excepting for liability arising
2 8080 20 7200 38 8774 LEGEND from the sole negligence of the Owner or the Engineer.
3 8080 21 7200 39 8050 S
4 8080 22 7200 40 7445 F.S. - FINISHED SURFACE 3� - SHEET NUMBER
EARTHWORK QUANTITY ESTIMATE 5 8006 23 11695 41 8484 T.C. - TOP OF CURB 125.0 - PAD ELEVATION
CUT FILL 6 7062 24 17816 42 12427 UNDERGROUND STRUCTURES E
7 13607 25 1 8797 43 12869 F.L. - FLOW LINE - TRACT BOUNDARY E
EXCAVATION 275 C.Y. ---- ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND t ;
8 16623 26 8582 44 9231 INV. - INVERT - DAYLIGHT LINE THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION o ;
EMBANKMENT ---- 275 C.Y. 9 15689 27 8045 45 7195 F.F. - FINISHED FLOOR »m - RETAINING WALL AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS ;
UNDERGROUND SERVICE ALERT SUBSIDENCE ---- ---- 10 7457 28 7894 46 8135 _ PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR
it 7457 29 7900 47 7425 G.F. - GARAGE FLOOR DETAIL NUMBER
CALL: TOLL FREE SHRINKAGE ---- ---- 12 7560 30 7900 48 7425 4 ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES DS STRUCTURES
ae 13 7560 31 7654 49 9387 1 O - LOT NUMBER �=/ - SHEET DETAIL SHOWN NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; -
IMPORT/EXPORT ---- ---- 14 7560 32 ,. 11288 50 12667 1234.0- TERRACE DRAIN LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE ?,
T.F. - TOP OF FOOTING
1-800 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
TOTALS 275 C.Y. 275 C.Y. 15 7700 33 10077 51 10974 RIM - RIM ELEVATION T.W. - TOP OF WALL
227-2600 16 7700 34 7144 52 10974 OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT 2
17 7200 35 7200 53 8835 G.B. - GRADE BREAK SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR
18 7200 36 7200 54 11139 STRUCTURES CONCERNED BEFORE STARTING WORK. i
TWO WORKING DAYS BEFORE YOU DIG
rJ15 /daff 6-1l 02
ENGINEER BENCH MARK CITY OF LAKE ELSINORE
BENCH MARK THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL A 1 SHEET
RIVERSIDE COUNTY BENCHMARK NO. 25-80 STANDARD DISK SET IN CONCRETE 0.1 MILE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ROFESS/0 Lohr t ASSOCICIt@S Inc THE BASIS OF BEARING FOR THIS SURVEY IS THE STATE LAWS,AND A PERMIT CAN BE ISSUED. Y IN THE COUNTY OF RIVERSIDE, CALIFORNIA
NORTHEAST OF INTERSECTION OF MACY STREET AND GRAND AVENUE ON THE SOUTHEASTERLY OY THE SWLY LINE OF RANCHO LA LAGUNA PER
4,SIDE OF MACY STREET 98 FEET EASTERLY OF THE MOST EASTERLY CORNER OF ADDRESS # �� �y Civil Engineering Temecula,Ca.92590 Land Planning 43513 Rldge Park Driw M.B. 206/50-53 AS NORTH 5332'OS" W TITLE SHEET
32825, 35 FEE NORTHEAST OF NORTHEAST GATE POST IN 4 FOOD CHAIN LINK FENCE 1 FOOT �J,/� y c Surveying Ph.909 675-6726 Fax 909 699-0896 PRECISE GRADING PLAN OF 2 SHEETS
SOUTH OF SURVEY SOUTH OF SURVEY MARKER POST. ELEV 1265.00 -R,�Fyr..'_ (Y[/y��j1 G-Z,r.02• NO. 16526 z
ILAYN D O'DONNELL REC./26603 CITY ENGINEER DATE a EXP.8-30-OS PREPARED BY: FOR
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THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY o: A
AND ACCEPTABILITY OF THE DESIGN HEREON. DATE BY MARK APPR. DATE 'sr �r LOTS 35-37 & 39-46 TRACT No. 29304 FILE NO.
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, � ,CL i D/�. PREPARED FOR: MITCHELL DEVELOPMENT INC.
THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AND ACCEPTABLE SOLUTION ENGINEER REVISIONS CITY �rf OFIVIL1f ON`' FFRED W. DOERGES DATE SCALE: AS NOTED 31225 LA BAYA DR. SUITE 102
AND REVISING THE PLAN FOR APPROVAL BY THE CITY DESIGNED BY DRAWN BY CHECKED BY CAL R.C.E.No. 16526 EXP. DATE 6-30-OS WESTLAKE VILLAGE, CA. 91362 818 597-9282
JN 29003 29032401 05/28/02 PHS2 \