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HomeMy WebLinkAboutLot 48-56, 60-64, 95 Precise Grading a 0 tO 0 m C 11MG PLikN LEGEND z BW - BACK OF SIDEWALKPRE ISE RAD .. a DF - DEEPENED FOOTING FL - FLOW LINE FS - FINISHED SURFACE FG - FINISHED GRADE GB - GRADE BREAK P,ASEO DEL S01 GF - GARAGE FLOOR HP - HIGH POINT LP - LOW POINT TC -- TOP OF CURB HA RACT 24182M TF -- TOP OF FOOTING NO . TG -- TOP OF GRATE TW - TOP OF WALL - TRACT BOUNDARY GRADING NOTES: - RETAINING WALL (BY SEPARATE PERMIT) 90 - LOT NUMBER 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, PLAN 4C - HOUSE PLAN TYPE AS AMENDED BY ORDINANCE 93-04. iiiiiiiiiiiillllllllllllllllllillllllllllllll'IlljlllllllllllllilillllllllllFF=1 109.67 - FINISH FLOOR 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A PAD=1 109.0 - PAD ELEVATION MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPES = 2:1. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 18 17 18 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL 15 CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION UNLESS OTHERWISE NOTED ON PLAN REPORT FOR ALL FILLS OVER 1' DEEP. * * 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN 14 SEE PLAN FOR DRIVEWAY GRADE CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING 19 PRIORPLAN 6�?ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, 13 ELEVATION AND LOCATION OF CUT FILL SLOPES. O . 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. 2 � 1 MIN. ,Q Q�v 12 0 41 r� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. �Z 40 42 r cv 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 11 21 I INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL 3, t ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY 3 22 90 MIN-. 1, ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 39 5 CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF 43THE 10 P.L. IN. PLMIN. PLAN 4C 2%% PRELIMINARY SOILS REPORT. 23 � � FF=1 109.67 M -� 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 Q `� ' - , �� 38 PAD-1 109.0 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 44M g I MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 1 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES 24 w 3' 1' 1 r GF=1 109.0 EQUAL TO OR I GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN 8 25 26 `� 45 MIN. MIN. ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 27 1 z ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 7 28 2% MIN. I 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, a �, PAD 21% MAX. DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ' I A 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, ov � AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A tr :r ,' O SWALE REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. w, �' �• 14. DURINGR � -� ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE N STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER �O SIDEYARD LOT DETAIL TYPICAL LUT AND DAMAGE TO ADJACENT PROPERTIES. G CA -4 � � � N.T.S. DRAINAGE DETAIL 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ' N.T.S. co 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY N �� `� DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST t ► so ' BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17 STABILITY CALCULATIONS WITH A BY A SOILS ENGINEER ER TO FACTOR THEO CITY EF AT NGINEERING DEPARTMENTNE AND FIVE CUT AND FR SHALL BE SUBMITTED ILL SLOPES 00 OVER 30 IN VERTICAL HEIGHT. ��- a J 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 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 s 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 OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND ' SN COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL TO RIVERSIDE BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT To CORONA IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R i� � 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR MINIMUM OF 3 FEET. p� � �,1►R R 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ,p a ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED CONSTRUCTION NOTES rn DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. I 1 INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPEp�,UBA Rd• INDEX MAP PER CITY OF TEMECULA STANDARD DWG. 303. PROJECT 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. � 2Q INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) City Of Temecula Ro• SITE co AS SHOWN 3� INSTALL 4" PVC ( SCHEDULE 40) 0 pORTO�` r CAMP�'Nv� a_ WAY TO SAN DIEGO C' 3 BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING i VICINITY MAP ORE Underground " O r'9 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o cT Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS NOT TO SCALE 0 OWNER/DEVELOPER. Ui Ui of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 00 MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A RECORDS TOLL FREE BOOK 159, PAGES 38 THROUGH 61 OF MAPS, CONTINENTAL HOMES ►� CaM. 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 800 OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive 22-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Suite 300 z MO WORKING DAYS SEFOK YOU olG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130 LD99-078CR Ln CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE L6 ESS The Keith Companies CITY OF TEMECULA O Q�, hWd Emp a Dmsron AS SHOWN Drawing No. r Contractor ' Circ] ""YY RECOMMENDED BY; DATE: ? DEPARTMENT OF PUBLIC WORKS �, PROFILE SCALE s rn A. ear aero Codw�», s� 3aa ftsy, G $M-OM (OW) ss3-o�,� Nq 0 Inspector No. 45920 ACCEPTED BY: d� 1.�" PRECISE GRADING PLAN S SEE ADATE: LO CDotmpleted �' L�xp.l2-31-az � Plans Prepared Under Supervision Of RONALD J. PARKS PHASE 5 TRACT N0. 24182- 1 ��9�. P Date DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS OF CAQ. GEOR L STO DESIGN BY: CG -- LD PASEO DEL SOL 4-1 R.C.E. 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GRAPHIC SCALE CONSTRUCTION NOTES 0©E '��, Underground ( IN FEET ) p INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE a Service Alert Q PER CITY OF TEMECULA STANDARD DWG. 303. 20 0 10 20 40 so LO of Southern California 00 PO Can: TOLL FREE 2 INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) 1 -800 3 INSTALL 4" PVC ( SCHEDULE 40) n r Z 422-4133 1 �-- 20 TWO WORKING DAYS BEFORE YOU DIG LD 9 9-0 7 8 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies m pe n i es PLAN SCALE E , ,r,�,d E . ; , 1 "=20. CITY OF T Q � DEPARTMENT OF PUBLIC WORKS Drawing Nv. Contractor C F PROFILE SCALE RECOMMENDED BY: DATE: rn A. Lenteate� 2200 Codur Awnw, Sir 300 Now N�%y, C4 1�3-9024 (909) MU-42340 Inspector No. 45920 NA ACCEPTED BY: DATE: S Z 9 PRECISE GRADING PLANS Date SEE SHEET I Lxp•ix-31-02 Pla s epared Under Supervision Of RONALD J. PARKS o Completed _ s P DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 5 TRACT N 0. 24182- 1 �q Date01' DRAWN BY: °" PASEO DEL SOL 0 .0 CAL�� GEORGE A. L FES Y DESIGN BY: JRW R.C.E. No. 45920 EXPIRATION DATE 12/31/2002R.C.E No. 19744 Expires 9/30/01 LOTS 48-5 6 9 6 0-6 4 & 9 5 Sheet 2 Of 2 o CHECKED BY: D-