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Home My WebLink AboutLot 79 - Precise Grading rn O �i LEGEND PRECISE GRADING PLAN BW - BACK OF SIDEWALK DF - DEEPENED FOOTING w FL - FLOW LINE GRADING NOTES, FS - FINISHED SURFACE 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 - HIGH POINT LP - LOW 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 9 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 -- RETAINING WALL 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 9O - 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. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. s s 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS �~ ` _ 0it S Nq s o INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-42001) DATED 4-26-96 AND ALL 8 ST -- s "' o ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY +DO � Rie 0 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND A � � N To RIVERSIDE CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF �O o 0 100 p 75 To CORONA c THE PRELIMINARY SOILS REPORT. �`' " �'S 0 w 76 _ 77 z m 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 A 85 78 P m HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 101 -� �� a MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. �, o N O 9 00 p� z ^ G R O M CA 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR1�' .� �, 84 GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN o o '102 1 ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ry a' ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 0 Oro► �-5�7,� Rp � � 83 �nQRfttA4 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, �� o 103 srRE �o vt � M ,C I °° `v o � t�NC" X o DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. �, o PROJECT 00 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, I GFS 82 AuBA RO' SITE AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A o> 1208.4 N 4 � 104 P o REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �c'� °�' �6. 81 80 79 e �- Cit of Tem Gula Flo 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 06 �3 h y OUk STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER , F �`- 5 OF ; `� of Pop AND DAMAGE TO ADJACENT PROPERTIES. \ / HIGHWAY 79 LEEN#r STREET CAMPANv� 8p � � '"'• Q 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. WAS P 5' I �N 1 C 79 TO SAN DIEGO 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY FF-12 P Pq _ 08.0 LAN I 3 BER U ED TO P OTECDTIAADJOININGOPRO ERTESASDURING GRADI GROPE ATIIONSAGE PROVISIONS MUST D�12o7s �� FF-12089 VICINITY MAP '9I 1 $ PAD, 4 0> NOT TO SCALE 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE I ° F�- •s 3 0 ^� r •o• SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 0) OVER 30' IN VERTICAL HEIGHT. r 01 25 00 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING -� �$� 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 �J N NOT TO SCALE REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 01�' �F`• H-` 19. EROSION CONTROL. • A " ON CENTERS �Q o8g ) 356 ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 F , � OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 1 3, 0 (10) o COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL 9 96� c ,� BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT �O UNLESS OTHERWISE NOTED ON PLAN IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 46.r8, 4f * * SEE PLAN FOR DRIVEWAY GRADE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR ' m A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1% MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ""� 01 ;n VZ 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 DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 3� SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' S1O MIN. 1 MIN. PLAN 4C 2% MIN. 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. PL FF=1 109.50 MIN. PAD=1 109.0 z I 3' 1 I GF=1 109.0 MIN. MIN. 2% MIN. 20 10 20 40 PAD 21% MAX. GRAPHIC SCALE. 1 "=20' I o SWALE SIDEYARD LOT DETAIL TYPICAL LOT orf N.T.S. DRAINAGE DETAIL N.T.S. O SORE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING O O o }G Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o c7 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 r-- 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 � � >� TRIMARK PACIFIC HOMES rq 1 -800 7 CHAIN LINK FENCE, 21x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22 56 23 W 85 ARGONAUT, SUITE 205 422-4133 FIBERGLASS WITNESS' N. OF THE POST SET 1 CENTERLINE OMONUMENT.HO CALIFORNIA ROAD. ALISO VIEJO, CALIFORNIA 92656 LD99--202GR TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 465-1655 r-- c1i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF T N QrES.S/p� 1 "=20' Drawing No. `YC RECOMMENDED BY: DATE. DEPARTMENT OF PUBLIC WORKS Contractor ,` Civil , PROFILE SCALE Inland Empire Division Orge L r92 y22690 Cactus Avenue, suite 300 Moreno Valley, CSI 92553-9024 (909) 653-0234 NA Inspector po, ,} ACCEPTED BY: DATE: a PRECISE GRADING PLANS 0 Date 0 SEE ABOV E � ftp.12-31-02 PIa S Prepared Under Supervision Of RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 24186- 1 Completed J� �Q' DRAWN BY: LD q Date /4 -'� PASEO DEL SOL GF CA-\F GEORGE LEN ES DESIGN BY: CG - LD 19744 9/30/01 0 R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: R.C.E No. Expires LOT 79 Sheet 1 of 1 • x