The URL can be used to link to this page

Home My WebLink AboutLot 83 - Precise Grading N K LEGEND PRECISE GRADING PLAN Q BW - BACK OF SIDEWALK DF - DEEPENED FOOTINGFL FLOW � GRADING NOTES FS FINISHED I-INE . I��ACE FG - FINISHED GRADE PASEO DEL SOL GB - GRADE. BREAK 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, GF - GARAGE FLOOR AS AMENDED BY ORDINANCE 93-04. HP - HIG.-I POINT LP - LOUD POINT 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A TC -- TOP OF CURB MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. TG - TOP OF GRATE 3. MAXIMUM CUT AND FILL SLOPES = 2:1. TRACT No . 186 � 1 LOT 83 TF - TOP OF FOOTING TW -- TOP OF WALL 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. - TRACT BOUNDARY 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL - RETAINING WALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 90 - LOT NUMBER REPORT FOR ALL FILLS OVER 1' DEEP. PLAN 4C - HOUSE PLAN TYPE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN FF=1 109.67 - FINISH FLOOR CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PAD=1 109.0 -- PAD ELEVATION PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. -� I jjj4C N S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 111. 100 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 129.91 INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL 00' ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY : ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND '�• 0 TO RIVERSIDE CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF 84 X. 10o p 7a TO CORONA m THE PRELIMINARY SOILS REPORT. p�N 2A �I 70 c 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 to 77 FFA 1203.3 0 es p 7S -+ HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION �' pAD�1202'a x 101 R /<� o MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. CO ` A z SPR M 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR 15' O� G 0- 84 m Ln GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN 04 102 ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ,t ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 47 116 55. 02.3 O �G pR R u� c►i 1 � co VA 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, p� p S, L I 103 S`1`REE,�, �p PN v� ,� DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. �S b DF p R o PROJECT 03.6 ` � o D 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, F SITE \ �� R cn AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 3 49 .� 0 0' s 104 82 ► p AUBA o REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 2 .1I lot e1 80 79 � � 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE � z9 c�- 1 �` City o f Tem cula Ro STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATERS AND DAMAGE TO ADJACENT PROPERTIES. I 6 0 G W WAY g 4, Q� �O�r 16 G'^ 2 24� LEENA STREET H� H CA ppN 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 3 F 65• PQao 6 TO SAN DIEGO 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY P DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST VICINITY MSP BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS, .S "� `�' O NOT TO SCALE 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE rn SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES �, Lo. OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING �� 3.0FL INDEX MAP PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS I NOT TO SCALE REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS / I OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL o"a•� 0,3 5 02•$ BE PLANTED AT 10 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT UNLESS OTHERWISE NOTED ON PLAN IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R FL 'A * * SEE PLAN FOR DRIVEWAY GRADE N 05.1 �P ro O 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR -� 0 • ►� A MINIMUM OF 3 FEET. " F.G. Q��O Off`• �z .� 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 0 4Q�Oii -9� ��'•Q Q��• 1% MIN. Q 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF . ANY CONSTRUCTION/GRADING. 01 Ln Vol z N� 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 3, DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' 9O MIN. 1 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. MIN. PLAN 4C I MIN. PL FF=1 109.50 M-- PAD=1 109.0 z 3' 1 �� GF=1109.0 MIN. MIN. 2% MIN. 20 10 20 40 PAD 21% MAX. GRAPHIC SCALE: 1 "=20' 3 -o SWALE SIDEYARD LOT DETAIL. ` TYPICAL LOT " N.T.S. ct DRAINAGE DETAIL 3: oRE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING o 0 Underground 2 1/2- BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: 0 of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN "7 MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS Call: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22056'23'W TRIMARK PACIFIC HOMES 1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 85 ARGONAUT, SUITE 205 z 422- ?3 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. ALISO VIEJO, CALIFORNIA 92656 LD99- 149CR -- TWO WORKING DAYS BEF DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 465-1655 ao T 0 CONSTRUCTION RECOR DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF T �n Q�ESS/ 1 "=20' Drawing No. o g DEPARTMENT OF PUBLIC WORKS Contractor _ � 0011 � PROFILE SCALE RECOMMENDED BY:, DATE: U; Inland Empire Division NArp N r A. Lenfede % 22690 Cactus Awnve, h 300 Moreno vane►, GA 92553-9014 (909) 653-0234 AA) P f' PRECISE GRADING PLANS • Inspector SEE No. 45920 ACCEPTED BY: DATE:Date AaF �p.12-31_02 Pians pared Under Supervision Of RONALD J. PARKS TRACT NO. 24186- 1 0 0 Completed J'� �Q" DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS v q Date PAS EO DEL S O L Cr CGEORGE LE E DESIGN BY: CG -- LD o R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 R.C.E No. 19744 Expires 9/30/01 LOT 83 Sheet 1 of 1 CHECKED BY: ch V