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HomeMy WebLinkAboutLot 21-24, 51-77 Precise Grading PRE �CISE GRJkDIN (; PLAN LEGEND BW - BACK OF SIDEWALK DF - DEEPENED FOOTING FL - FLOW LINE FS - FINISHED SURFACE N11RkASOL FG - FINISHED GRADE GB - GRADE BREAK GRADING NOTES: GF - GARAGE FLOOR HP - HIGH POINT LP - LOW POINT 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PTC - TOP OF CURB APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ASEO DEL SOL TF - TOP OF FOOTING 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A TG - TOP OF GRATE MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. TW - TOP OF WALL TRACT BOUNDARY 3. MAXIMUM CUT AND FILL SLOPES = 2:1. T "CT NOE 187 - RETAINING WALL (BY SEPARATE PERMIT) 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 90 - LOT NUMBER PLAN 4C - HOUSE PLAN TYPE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL FF-1 109.67 - FINISH FLOOR CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION HA 0 1 & 1m77PAD-1 109.0 - PAD ELEVATION REPORT FOR ALL FILLS OVER 1' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING 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. * UNLESS OTHERWISE NOTED ON PLAN 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. .111 . SEE PLAN FOR DRIVEWAY GRADE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 1 �z "7 4 INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITYDRQ pool 79 A �� 1%' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND AOO is " THETP EL THAT REPORT. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF uNNY tole too / � 5 15 1s 17 1e 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 13 14 \ 19 20 o Ng HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 12 ����� go , MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 80 10 11�� .1 O I 3 _� 90 MIN. 1, 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR e 9 �� 5' 2% MIN. GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN E P.L. MIN PLAN 4C FF1109.67 MSI ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN pQ DR� O -- ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. CAS t z PAD- 1109.0 p 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 7 27 26 25 24 23 22 21 j DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 28 - ,� 3' 1 GF-1 109.0 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, 30 MIN. MIN. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 6 31 2% MIN. :2 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 7► 39 40 PAD 21% MAX. 34 zo STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER t 35 37 38 41 AND DAMAGE TO ADJACENT PROPERTIES. 5 35 33 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. Q ao 32 SWALE a 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY 4 v v DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 4% BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. s ROSH COURT TYPICAL LOT ���� SI D EYARD LOT DETAIL L 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE 4 3 Q N.T.S. DRAINAGE DETAIL SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES W 44 43N.T.S. OVER 30' IN VERTICAL HEIGHT. � 47 46 45 42 OPEN AREA 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 2 0 49 5048 PASEO LOT 78 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 Q REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 59 66 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS 1 58 OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 51 COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 65 IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R TE CARR 60 COR 57 t„w TO RIVERSIDE CU 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 114" PER FOOT FOR ■ _ PICS! 52 O TO CORONA c 7D A MINIMUM OF 3 FEET. ■ ��� O 64 V 61 c _ 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 56 V ��,Q- r Cn 7 53 O 9LO s7 ��, PRG R/ ,, ,q �4� T_a 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF rV 63 ANY CONSTRUCTION/GRADING. fit ~ (A 1 N 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 54 55 r I ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 2 fib00 DURING CONSTRUCTION. UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY STR��T SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Pig 0 S pALICIO RD PROJECT N 'r�� � �° NCH v� X '� iT 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 3 69 �� RP o SITE RD U, p � 72 71 70 I p AUBA EARTHWORK QUANTITIES 4 75 74 73 • 76 INDEX MAP City of Temecula Rp, o/ CUT = 1,085 CUBIC YARDS (35 C.Y./LOT) 77 SCALE: 1"=100' i- POR�p�A CAMPANULA WAY o FILL = 1,085 CUBIC YARDS 35 C.Y./LOT) DE 5 0 82 81 TATE HIGHWAY 7 c0 84 83 80 rn 6 87 86 85 TO SAN DIEGO z PRECISE GRADING CONSTRUCTION NOTES: o BENCH MARK COUNTY OF RIVERSIDE B.M. T" --29--81 BASIS OF BEARING " " VICINITY MAP FORE (DINSTALL 4 TO 3 TRANSITION SIDEWALK UNDERDRAIN PIPE J,� o yon Underground 2 1/2BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION PER CITY OF TEMECULA STANDARD DWG. 303. NOT TO SCALE s 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: of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 2� INSTALL 12" x 12" DRAIN GRATE (NUMBERS 1230 OR EQUAL) MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS " m Call: TOLL FREE 7' CHAIN LINK FENCE, 21 'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. CONTINENTAL HOMES 3 INSTALL 4 PVC SCHEDLE 40 1 -800 OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22 56 23 W 12636 High Bluff Drive ( ) � OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. Q 422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. Suite Diego, LD01 --066GR 00 TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130 ,n O CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE SOF E SS/0 Inland Empire Division qs SHOWN CITY OF T Contractor EPH Nq� P SI / DEPARTMENT OF PUBLIC WORKS Drawing No. o ��, �pS S,�, F� RECOMMENDED BY: DATE: PROFILE SCALE 22690 Cactus Avenue, Suite 3Moreno Valy, CA 92553-9024 (99) 653-0234 NA ✓ Z�No. 18784 Inspector Exp. 63001 ACCEPTED BY: DATE: a� PRECISE GRADING PLANS Date SLE ABOVE P Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24187-2 0 CompletedS`] �Q DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 3 a, C1V�L Date / / DRAWN BY: JR qT£ OF CAS- E. joESOKW DESIGN BY: CG - LD R.V. No. 18784 D(PIRATION DATE 6/30/2001CHECKED BY. 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Q, 3 2� INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) FORE Underground 1 �� -- 30' 3� INSTALL 4" PVC (SCHEDLE 40) ao 4 Service Alert of Southern California cD Call: TOLL FREE 1 -800 z 422-4133 LD01 -'066GR TWO WORKING DAYS BEFORE YOU DIG ro CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE n KGF E SSI 0 Inland Em ire Divisran "=30' + CITY OF T o Contractor �`� S F P RECOMMENDED BY: DATE: Drawing No. PH '�� DEPARTMENT OF PUBLIC WORKS g F� ti �> PROFILE SCALE o z "z c� W rn 22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 w �,, NA PRECISE GRADING PLANS Inspector �: No. 18784 SEE SHEET 1 Exp. 6/30/01 ACCEPTED BY: DATE: ( 0 Date s Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24187-2 Completed �qr CIV1�- P Date S �� DRAWN BY: JR DEPUTY DIRECTOR OF PUBLIC WORKS f OF ��FJO PH HA _ PHASE 3 cA E. SHAW DESIGN BY. CG LD 19744 9/30/01 .C.E. No. 18784 EXPIRATION DATE 6/30/2001 H ECKED Y: CG R.C.E No. Expires LOTS 21 -24 & 51 -77 Sheet 2 of 2 0