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Home My WebLink AboutLot 32-40, 61-80 PreciseGrading LEGEND M PROJECT SITE B 0000.00 PAD ELEV. -0.3' 1N. / TOP OF CURB T.C. i IPALOMA DEL IN SOLFq 0� FL OI/ L I NE -- F.L. r4 yB mI ?1 /4 0 1 / It0A0 HIGH POINT N.P. _ 15' TVP. 15' TVP. c f i NI SHED FLOOR FF 0000.0 A (EXCEPT C C (ExcEPT p p A MERE WERE F I N I SHED SURFACE F. s. NOTED) NOTEDI LINEAR FEET L.F. �, V i A RAMI 0 � PAUBA � W i 1 1 1 NO . 24134 - xz i xi M� & TOP OF GRATE T.G. _ GARAGE FLOOR GF 0000.0 ROAD f PAD ELEVATION PE 0000.0 INVERT 1 NV. 0000.0 INrPRECI E GRADING PLAN - A i R RELEASE VALVE N �•P4►T�a p i CO WATER METER MIA I L BOX ® TYPICAL SIDE YARD DRAINAGE tm-wr-83 F IRE MrDRAMT `d' ELECTRIC POWER - P 12" MIN. P/L " TO SfiN DIEGO e MIN. BLDG. PAD 12 MIN. ABOVE RAD ELEV. TELEPHONE T ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. GAS -.-G COMPACTED 6" MIN. ROUND OFF TDP •• VICINI'T'Y MAP- BERM F/L NOT TO SCALE SEVER S 5 ' 83 WATER W -I2" ItrIt1�1. ` 5 DRIVEWAY 2: 1 MAX. 2% MIN. , 52 3 54 5 57 S �•O 2% MIN. 21 % MAX. COR IE G2' GRADING NOTES- STREET LIGHT � o------ SECTION A (N T s.) SECTION B B tai�rs82l � s 9��i LPA �!/ 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, FOR SIDE YARD SLOPES GREATER FOR SIDE YARD SLOPES GREATER 49464 ELECTRIC TRANSFORMER PAD ® 51 50 4 0 �. AS AMENDED BY ORDINANCE aST. THAN 5 ' IN VERTICAL HEIGH THAN 5 ' IN VERTICAL HEIGHT ELECTRIC HANG HOLE H.H. ® �� 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1!. 1 ELECTRIC PULL BOX P.a. 19 20 '43 Gq 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . ® � 18 21 42 70 th 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ELECTRIC SERVICE TO BUILDING 22 4 (- 71 FILL SLOPES OVER S ' NIGH. ELECTRIC SUBSURFACE STRUCTURE E�� 6~ MIN, S' MIN. 'n 5 ' MIN. 150 MIN. 5' MIN. P!L g 16 23 40 72 W S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 3 MIN. I I 3 MIN. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY WATER SERVICE MUDSILL MIN. MIN. MUDSILL MUDSILL 3 ' MIN. MIN. M IS 2 2a 89 73 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS B MIN' 14 2 74 OVER I ' DEEP. SEWER SERVICE S 13 26 97 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA SLOPE II IQ'• 1 12 2T $Cs �'i ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH I GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 12" MIN. 2/. MIN. . 11 28 35 77 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, EXTRA DEPTH FOOTING % MIN. 21 % MAX, 2: 1 MAX' Ip 29 _54 78 GRADE , ELEVATION AND LOCATION OF CUT / FILL SLOPES. WHE 2% MIN. 2: 1 MAX. g" TYP. I % MAX. mss) 9 O PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG EL CHAIR RAMP 21 % MAX. SECTION D D �N1 Z 30 33 79 T. TOP OF CUT SLOPES. SECTION C - C c r r s) a 3 I $2 +� 80 CALLE BARCALDO e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN RETAINING WALL , ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF CONSTRUCTION NOTE X < 5 4 3 2 1 THE PRELIMINARY SOILS INVESTIGATION BY: O 81 Gol►hIE![SC cewi-m ATEDz AREA DRAIN SYSTEM CATCH BASIN SANT 1 AGO ROAD SETS THE I NALCOMPACTION HALL U M I TED-TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FENCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. INDICATES COLOR O 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (714) 694-6411 AT LEAST 24 HOURS IN ADVANCE LOT NUMBER REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. INDICATES MODEL 11 . CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL DIGHT AND FILL UNIT TYPE 4 IWEX MAP SLOPES EQUAL TO OR GREATER THAN 3 ' 1N VERTICAL HEIGHT SHALL BE B _ _ __ _ _____ ____ PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM SCALE : 1 " = 200 ' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 45T PRIOR TO INDICATES ELEVATION THE APPROVAL OF FINAL INSPECTION. INDICATES AMOUNT OF O 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. EXTRA DEPTH FOOTING 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1 /2" PER FOOT FOR A MINIMUM OF 3 FEET. THIS LOT REQUIRES A BACKWATER VALVE PER SECT. 409 OF U.P.C. PER APPROVED - 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING WATER AND SEWER PLANS. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER SHEET INDEX LONSIHULT ION NOTES 67- AN11TY ESTIMATE 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 2. LOTS 32-37 S T5-80NO- ITEM QUANTITY UNIT SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA- TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 3. LOTS 38-40 L 69-74 I LOT GRADING (29 LOTS05 C.Y./LOT) 435 C.Y. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 4. LOTS 61-68 U. P. C. CHAPTER 10.R. BENCH MARK 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR COUNTY OF RIVERSIDE B.M. 40. T-29-A1 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 11/2' BRASS DISC IN COW. CYLINDER LOCATED FROM THE INTERSECTION Or FRONT ST. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE AIS RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON CORNER OF THE INTERSECTION I ' E. OF A T' CHAINL INK FENCE, 21 ' : 16' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. ADJ. DATE: 9-13-82 ELEV. 1128.410 OWNER/ DEVELOPER BASIS OF BEARINGS APPROVED BY: SHEET Robert Be'in, Wiit'iam Frost & Associates ' n CITY OF TEMECULA MESA HOMES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THEy ,/ 28T65 SINGLE OAK DR. SUITE 100 CENTERLINE OF BUTTERF IELD STAGE ROAD AS SHOW ON PARCEL PROFESSIONAL ENGINEERS, PLANNERS i SURVEYORS cPAYMOND 0 1 PRINCIPAL ENGINEER EXP. 3/31/96 TRACT NO 24134 TEMECULA, CALIFORNIA 92590 MAP N0. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF �"� z�tse siwKt arc oRivc. SUITE M. nr[cuA. crr.iralc�u OEM � U � �' CITY OF TEMECULA PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA BEING N 04" 25 '05" W Ev..3- 3(-sib PREC I SE GRAD 1 NG PLANS or I!E 1 DIED Qr t t `rt C 1 V 1\\. IMTE: C��Cic' DATE BY DESCRIPTION APP 'D DATE o MI CHAE A. T AN R.C.E. ' a3b 0 LOTS 32-40 - 61-80 . R E V I S I O N S DATE: s J . N. 400265