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HomeMy WebLinkAboutLot 13 Precise Grading GRADING NOTESTract 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Nio . 23143 1 PROJECT SITE CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGECROWN H1 SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM VIA RAMI OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PASA 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . qPd Y reciseGrdin P1a an For I raw 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL F FILL SLOPES OVER 5' HIGH. 9 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PARKING LOT + TEM SA S T Al R SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ' ■ ,� PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS �► P10 PICA In City 7y OVER 1 ' DEEP. TemecU a--te of orni �• a a a 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HWY. 79 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO I I ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, I TO SAN DIEAD GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. . LEGEND 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG _� �r _ i , _,,. 0000.00 TOP OF CUT SLOPES. Pt I TOP OF CURB TC t I VqeINITY8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE MAP ONE FOOT. I w NOT TO SCALE STONEFIELD LANE 0 ^, HIGH POINT F*' 9. ALL GRAD I NIG SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONIS OF ��ti� 5+6 4.09 BC 0 THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE 4- 2001 ., r FINISHED GRADE FG w 1 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 14 38.76 STONIEIELD LINE + FINISHED SURFACE FS ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 12+0 .00 GENTS HILL IR LE -' ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. . � 0 GRADE BREAK GB k a ow 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING �'� _ 0 GARAGE FLOOR GF 0000.0 PROPOSED C E G DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE I EXIST. F. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 24' °'_ OSF ALK PAD ELEVATION PE 0000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR s EACH LOT. '5,� �" - -� -= FINISHED FLOOR FF 0000.0 s s 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL -EIGHT AND FILL � 7. a a s SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL ,�`� 5 4 WATER SERVICE - 21 a IS BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT Tt-E SLOPE ti $ �• I �� I n „ 41 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT -7 Omni ��• � millSEWER SERVICE 51 CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ► �� N °' " �e DRIVEWAY BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS I� z - --- » s MATERIAL. COPE tai c� '0 z I 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN r r 3 '' s MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 5 I a PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF L II2X4 FILL MATERIAL. I IS ++ 4 21.5 5 2x 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ( s � 48 r r 25.oo ,e 5 I � 47 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO I I Z r I LOT 13 3" ■ 1'' " w M ADJACENT PROPERTIES. CD 7 2 0 46 a • LOT 12 \ 15. DUST SHALL BE CONTROLLED BY WATER I NIG OR OTHER METHODS AS APPROVED o 1 s - I '* � CD BY THE DIRECTOR OF PUBLIC WORKS. O 5 P E - 12 69.fi s s at F. o LOT 11 5d o 0 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 6 PE = 1270.6 m TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE r I I . I a 1CA 2 g " R MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO r �� A� 5 ,s PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. o I 6 r� •�- ,.��' 17. STABILITY n ( I L I CALCULATIONS ONIS W I TH A FACTOR OF AT LEASE ONE AND F I VE-TENTHS (1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUTLi AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT ' uP s N I QEII?Ati ,/� N 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ,r..r- �. PARKING LOT PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- I �} TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- � -il 1'`• ------- ..�» -"""'" _■ � & TEMP. SALES � t I "� S'1�Pr ~'� TRA I LER o TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED,THE ACTUAL 09, 27 1 R 5 s ROYAL CRE r•�- CA o $ DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FS 4 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE I I '� '�, �3 y LO PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES I0>110 �o s. -- OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE I I I •s���.�► 2: 1 PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS I I SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, �J N65 12 53 E 54.00' GACENTERS. SLOPES W I NEVHEIGHT SHALL HAVE PERMANENT IRRITIOVSSTEMSTH BACKFLOwPRENT PREVENTION S PER U.P.C. , CHAPTETR 7- 7� INDEX MAP 10.R. - I I PROPOSED SIDEWALK 0) - �""' �""" 7? � � SCALE. 1 " 150 -_ --- PROPOSED CkG '� ,_.�. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT I I ' w LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. I I N 21 . No OBSTRUCTION OF FLOOD PLA I N5 OR NATURAL WATER COURSES SHALL BE PERMITTED. --- -- -- -- - - --- - ---- - _ - - - _ROYAL CREST PLACE - - - __ -- --- +, DATA TABLE s . 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR PER A D. 159 DELTA BRG RADIUS LENGTH REMARK "i TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 60041"52" 11 .00 11 .65 E.P. pq 2 a= 600411152" 26.00 27.54 N 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 66I 3 N 2 4 0 47 07 W -- 85.71 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- - - - - - -- - -- -- - - - - -- - 4 N65 12 53 E -- 23.99NOTES RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON -- - - - - -- --- -- - -- -- - --- - - _ __ ^ _ - _ _ CONSTRUCTION .8cQUANTITY � ��s �F - _. 5 a- 90000,00 5.00 7.85 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED ti 6 N65 12 53 E --- 14.00 11 W TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 7 N24 a47'07911W -- 81 .00 NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT 20 0 20 40 60 8 N65 12 53 E -- 12.58 Q1 CONSTRUCT 4" A.C. PAVEMENT A.C. 49 TONS 4,488 S.F. 9 � 116"34' 16" 4.00 8. 14 '- BASIS OF BEARING NOTE 10 A-- 33058'39" 26.00 15.42 Q CONSTRUCT 3" CONCRETE SIDEWALK 691 S.F. THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE GRAPHIC SCALE 11 60"329559911 .00 11 .62 LO CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. 12 1 N24 47 07 W --- 5.601 CONSTRUCT REDWOOD HEADER 225 L.F. ff 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL 13 N24647'07 W --- 6.54 SIDEWALK W MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 14 N65 12 53 E -- 3.31 4Q PAINT 4" SOLID WHITE PARKING STRIPE 72 L.F. a COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. a5 PAINT 4- SOLID BLUE PARKING STRIPE h STALL HATCHINIG 130 L.F. U1 UHDE RG ROUND SERVICE EN MARTOPOGRAPHYQ6 PAINT HANDICAP SYMBOL 1 EA. S CE _ U TOP RAP OWN V 7 CONSTRUCT CONCRETE WHEEL STOPS c-� ALERT PLANNING ■ DESIGN ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. N10. T-1-81 EL-1026,428 Q 8 EA. w 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. US HOME n FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 647 MAIN STREET, SUITE 1A 391 NORTH MAIN STREET, SUITE 300 CALL TOLL F ICE ■ ■ ■ 27M�ROAD'�400 I N TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE R I VERS I DE, CA 92501 CORONA , CA. 92880 1-800-422-4133 A,CASA 92W4679 (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 686-5103 a o CONSULTING 9o9.6r6.W42 • FAX 909.676.7240 ■ www.Fi Rem 909-817--3542 P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 909-817-3592 (FAX) TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RANDALL R. SCHROEDER LD0 _071(a R z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARKQ��F S S 10�� DES I(�D BY DRAWN BY CHECKED BY Drawing No. SCALE �% TA M. GALLAHER M. GALLAHER J. TANNER RECOMMENDED BY: DATE: l CITY OF T DEPARTMENT of PUBLIC WORKS Contractor HORIZONTAL y� �r Plans Prepared Under The Supervision Of LOi " _ C ACCEPTED BY: DATE. 4114 73 CROWNE HILL TRACT 23143- 1 0 Inspector 1 20 `.1 No.60132 ^" Up. 6/3%4 Date: 3 ©.3 DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRAD I NG - LOT 13 LO JOHN D. TA ER III RONALD J. PARKS Date Completed VERTICAL s7.^ c� �� �,��! - _ - PARKING LOT & TEMP. SALES TRA I LER Q f' �4 60132 6-30 04lA == eea a N/A OF �M�� R.c.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 PA 03-0058 SHEET 1 OF 1 i