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Home My WebLink AboutLot 49-55 PreciseGrading LEGEND PROJECT SITE HIGH POINT PAD ELEV. -0.3' IN, TOP OF CURB 0000.00 B T. C. FLOW LINE F.L. R►�"" N14 ROAD S HIGH POINT H.P. _ _ _ ROAD cc IS' TVP. 15' TVP. dd ii G, FINISHED FLOOR FF 0000.0 2434 ; A A (EXCEPT C C (EXCEPT D D RAC ., FINISHED SURFACE F. S. RE NOTED) NOTED) LINEAR FEET L.F. VIA RAMI R� PRECI E GRADING PLAN i PAUBA TOP OF GRATE T. G. i N o OCC, 125 GARAGE FLOOR GF 0000.0 4J SA►��)'GO V. ',; 1- ROAD °D oc PAD ELEVATION PE 0000. 0 c W INVERT INV. 0000.0 A I R RELEASE VALVE WATER METER 11 ��, p Pico CO � MAIL BOX ® TYPICAL SIDE YARD DRAINAGE Tao ROt� FIRE HYDRANT ` Y WY. 79 ELECTRIC POWER P 12" MIN. P/L 8 ' MIN. B DG. PAD 12" MIN. ABOVE PAD ELEV. TO SAN DIEGO TELEPHONE T ABOVE PAD 5 ' MIN. 3 ' MIN. 111Z ELEV. no GAS G COMPACTED V MIN. ROUND OFF TOP VICINITY MAP BERM SEWER S 5 ' 83 NOT TO SCALE WATER W �T 2 54 55 56 5T 58 59 63 ' DRIVEWAY 2: 1 MAX. 7 4% MIN. fi0 64 2% MIN. 62 65 GRADING NOTES STREET LIGHT � 21 % MAX.SECTION A - A SECTION B w 8 82 -� 6 I c LOPES GREATER FOR SIDE YARD SLOPES GREATER 48 4T 66 ELECTRIC TRANSFORMER PAD FOR SIDE YARD SLOPES SI SO 49 46 Z 6T f I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT 45 68 AS AMENDED BY ORDINANCE 45T. ELECTRIC HAND HOLE H.H. ® 44 ELECTRIC PULL BOX P.B. ® 19 20 43 69 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I%. 1 18 21 42 TO 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . 1 ELECTRIC SERVICE TO BUILDING IT 22 41 71 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ELECTRIC SUBSURFACE STRUCTURE ET-3 6" MIN. 5 ' MIN. P/L 5 ' MIN. 6" MIN. 5 ' MIN. P/L 16 23 40 72 FILL SLOPES OVER 5 ' HIGH. 3 ' MIN. I ' I ' 3 ' MIN, 3 ' MIN, 2 ' 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT WATER SERVICE W MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. 15 24 39 T3 I SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 14 25 38 T4 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS SEWER SERVICE S __. _.4 `_ _ 13 26 37 TS OVER I ' DEEP. I1 �� 1 12 2T 36 76 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE ENGINEERING DEPART- SLOPE ( MENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCOR- 12" MIN. 4% MIN. 27 MAX 11 28 35 T7 DANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE EXTRA DEPTH FOOTING 4% IIN. 21 % MAX. 0 29 34 T8 BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION 4% MIN. 2: 1 MAX. 6" TYP. 21 /. AX. SECTIO N D D 19 30 33 T9 1 AND LOCATION OF CUT FILL SLOPES. WHEEL CHAIR RAMP 21% MAX. T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG ' SECTION C C 8 31 32 80 TOP OF CUT SLOPE. RETAINING WALL QI T �acA 00 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN � 1 6 1 ONE FOOT. CONSTRUCTION NOTE O 5 4 3 2 1 1 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 81 THE PRELIMINARY SOILS INVESTIGATION BY: C0KNER5E C0N5uLTANTS AREA DRAIN SYSTEM CATCH BASIN- ^ Gt4�0 = DECLO*M SER Zi, 14-9515AND JANUAIZ`( 17, 19950). sown 41GDD TWO SETS OF THE F I NAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FENCE '�- ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- INDICATES COLOR ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. O ��'� 10. THE CONTRACTOR SMALL NOTIFY THE CITY OF TEMECULA ENGINEERING LOT NUMBER X❑ DEPARTMENT, TELEPHONE (T14) 694-6400 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR INDICATES MODEL EACH LOT. UNIT TYPE 4 INDEX MAP 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL B _ _ SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE SCALE . I " = 200 ' PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM INDICATES ELEVATION EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INDICATES AMOUNT OF XO 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 THIS LOT REQUIRES A BACKWATER VALVE LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. PER SECT. 409 OF U. P.C. PER APPROVED - WATER AND SEWER PLANS. 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT SHEET INDEX CONSTRUCTION NOTES b QUANTITY ESTIMATE 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 2. LOTS 49 - 55 NO. ITEM QUANTITY UNIT IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE LOT GRADING (6 LOTS x 15 C.Y. PER LOT) 90 C.Y. GIVEN. I5. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA- TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE BENCH MARK PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U. P. C. CHAPTER IO.R. J COUNTY OF RIVERSIDE B.Y. NO. T-29-81 1Z 1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Z TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. o a CORNER OF THE INTERSECTION I ' E. OF A 7' CHAINLINK FENCE, 21 ' x 16' cc AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.*) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. N ADJ. DATE: 9-13-82 ELEV. 1128.410 U OWNER/DEVELOPER BASIS OF BEARINGS hl9z tzOF R v1se� Haub �oTs , r`oTg AF'F'�ovE� BY: � E OF TEMECULA SHEETRobert Betin, iytilltiam Frost & Assoc�,ates °� so, ,Hau s6 �Q. CITY � MESA HOMES THE BEARINGS SHOWN ;RLON ARE BASED ON A PORTION OF THE q 29T65 SINGLE OAK DR. SUITE 100 CENTERLINE OF BUS ��Lq STAGE ROAD AS SHOWN ON PARCEL - PROFESSIONAL ENGINEERS, PLANNERS b SURVEYORS �� TRACT N0 . 24134 1 Q TEMECULA, CALIFORNIA 92590 MAP NO. 23432 /1j p IN BOOK 159, PAGES 38 THROUGH 61 OF �"'� 287'65 SINKE OM DRIVE. SUITE 2W, TEIECILA, CALIMa�IS 82560 C� cv 9 _ DOUGLAS M. STEWART R.C.E. 37254 PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF V 16) Sre-w AX IT I Q 8rS-7':46 09 40 DEPUTY CITY ENGINES EXP. 6/30/92 RIVERSIDE COUNTY, CALIFORNIA BEING N 046 25 OS W 31- .3 EXP - 92 • , �I BY>< c l `� \P c ITY of TEMECULA PRECISE GRADING PLANS °F g DATE18 DATE BY-r DESCRIPTION APP 'D DATE MICHAEL A, YLMAN R.C.E. 43 s0 CK'\f LOTS 49 - 55 < R E V I S 1 0 N S DATE: as 1 J. N. 400265 pp. g0 p0 0 50 ala, o0 0 0- \•1. O` 5p' .,r {� A \2 A . �•r O F C� - � DQE \2AA• 3p 2 'L �►. \,LAA. \TAS TAA. 00 .0 Ar F.C�• ,� moo. F L„ A k!I, Q3 5p. O 6 Ar'J �4 O C?► O a'L•.?.- �' S Q a' S0• O A Z3 N ,2 2 � \•1•. _ ,i A,�o GF \ N� f IL A aul � 0 ^ o f.,, r .� w 00o Ilk T,� of � •_ � t� tiK or; � •°0� 742, 18 2 C•38 GI � 12 41 . 20 /242. 0 U` / T• C. 5 �s T. C. I,9 ° o•rt��B � 12 41 . 91 5 Z oo T. C. `�• �8 fd F' rn 1241 .06 pg T. C. 1 31 .00' 0� rn T• 06 C• �0 1241 • ,�'� J .C• r ' 30 \�• f \TAA. \2g•T A 00 56.37 Lp f 'h N 0", G• � o 4.52 \� �, ,�' � � \TAS• '� �3 V v , ro Gj� f QE AA• 2w �, k \2 ) / O N� - cj \Z'4 -VL 43 D -4po � 1p Ar b� 99. e9w O gyp. 4 SCALE: 1 " = 20 ' Robert Be'i n, ATS,l l tia m Frost & Associates R.B.F. LOT 52 P.E. RAISED 0.3' CITY OF TEMECULA SHEET ----- `� APF�ovEo �r :92 RBF QEW5Ep NOl1ErE PLaT', LOT6 - -- PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS A. T�� "% 150 -rHQU gs _ J TRACT NO . 24134 2 28785 51mu &W "In. "Itt In' www", CAI1rcmwrA 02508 V' (j DOUGLAS W. STENART R.C.E. 37254 17 141 Q7e-W42 n r a s7e-T?40 NO. 45-31 DEPUTY F 1��I NEER Exp. 6i30i92REVPRECISE GRADING PLANS OF 2 * EXP.3-31-x? i EME _ `�'� CI V 1\. �r DATE: 8 V q ,nt' CA►-\F� DATE BY DESCRIPTION APP 'D DATE M I CHA .L AYLMAN R.C.E. '43050 R E V I S 1 0 N S DATE: 1L1 LOTS 49 - 55 J. N. 400265 I