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Home My WebLink AboutLot 32-48 & 56-60 PreciseGrading LEGEND PROJECT SITE H16N POINT PAD ELEV. -0.3' IN. TOP OF CURB 0000.00 B T.C. PALOMA DEL SOL FLOW LINE F.L. XE� a RA /F �'1 ROAD 2 HIGH POINT H.P. _ _ _ ISE ROAD 15' TYP. 15' TYP. FINISHED FLOOR FF 0000.0 A A (EXCEPT C C (EXCEPT D D v� Ln S FERE *ERE FINISHED SURFACE F. S. NOTED( NOTED) L I NE AR FEET L. F. I 1 I 1 TRACT NO . 24134 PAUBA V I A RAMI R� c TOP OF GRATE T.G. CA o CA13E g ►� GARAGE FLOOR GF 0000. 0 ROAD PAD ELEVATION PE 0000. 0 ~ °C � v IaJ O V INVERT INV. 0000.0 t 10� t 10. PRECI E GRA ING PLAN g A I R RELEASE VALVE ��• l�f� �� P p P 1 CO �qy WATER METER E] MAIL BOX ® TYPICAL SIDE ARD DRAINAGE 4 aDA� FIRE HYDRANT `Ol HMV. ELECTRIC POWER P 12" MIN. P/L 8 ' MIN. EILDG. PAD 12" MIN. ABOVE PAD ELEV. TO SAN DIEGO TELEPHONE T ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. GAS G COMPACTED 6" MIN. ROUND OFF TOP • ftft**� VICINITY MAP BERM P/L SEWER S 5 ' 83 NOT TO SCALE .: Vr WATER W 12" MIN. 02� DRIVEWAY N 2: 1 MAX. 2% MIN* ` 52 53 5455 S6 ST 58 59 63 4r� 2% MIN. 21 '/. MAX. 60 62 64 GRADING NOTES- STREET LIGHT � SECTION A A SECTION B B 82 CORTE 61 �� 65 '966 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, ELECTRIC TRANSFORMER PAD ® FOR SIDE YARD SLOPES GREATER FOR SIDE YARD SLOPES GREATER 51 50 49 48 47 46 T AS AMENDED BY ORDINANCE 45T. THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT 45 0-11j ELECTRIC HAND HOLE H. N. ® 44 % 68 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. ELECTRIC PULL BOX P.B. ® lie 19 20 43 69 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . � 21 42 TO 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ELECTRIC SERVICE TO BUILDING c IT J 22 41 TI FILL SLOPES OVER 5 ' HIGH. 5 MIN. P/L < ELECTRIC SUBSURFACE STRUCTURE E�� 6" MIN. P/L 5 ' MIN. 6" MIN. 5 ' MIN. - 16 23 40 72 3 ' MIN. I ' 1 ' 3 ' MIN. 3 ' MIN. 2 ' Z 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A CONTENT W MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. " IS 24 39 73 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY WATER SERVICE 6 MIN. 14 25 38 74 PLACED �AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS SEWER SERVICE 1 3 26 S OVER I DEEP. :. 3T TS 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA II 12" MIN. 1 12 27 36 T6 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH SLOPE I _ ' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO EXTRA DEPTH FOOTING 2% IN. 12" MIN. 2/. MIN. 11 28 35 7T ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 21 % MAX. . I MA 10 29 34 78 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 2% MIN. 2: 1 MAX. 6" TMP. 21 % MAX. WHEEL CHAIR RAMP SECTION D DFM21 % MAX. 9 30 33 T9 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG TOP OF CUT SLOPES. SECTION C - C e 31 32 80 T CALLE BARCALD 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN RETAINING WALL ONE FOOT. 6 <� 54 3 2 I � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF CONSTRUCTION NOTE O _ < THE PRELIMINARY SOILS INVESTIGATION BY: AREA DRAIN SYSTEM CATCH BASIN c� 81 e_9*4yykSy! co►jsug_-riu tTs RATED: t=A�trd15 rh'Tte' SANTIAGO ROAD TWO SEfiS OFTHE FINAL COM A filbN ORT SHALL U M I T ED TO I� ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- FENCE MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. INDICATES COLOR XO 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (714) 694-6400 AT LEAST 24 HOURS IN ADVANCE LOT NUMBER REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- RI MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR INDICATES MODEL EACH LOT. 4 INDEX MAP 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL UNIT TYPE SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE B PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM SCALE : 1 " = 200 ' EROSION AND INSTABILITY I N ACCORDANCE WITH ORDINANCE 457 PRIOR TO INDICATES ELEVATION 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 - 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 REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. O 0D 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE N PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER • SHEET INDEX CONSTRUCTION NOTES 6 QUANTITY ESTIMATE 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 2. LOTS 32-3T 8 75-80 NO. ITEM QUANTITY UNIT SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA- O TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE J 3. LOTS 38-43 69-74 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 4. LOTS 44-48 & 56-68 U.P.C. CHAPTER IO.R. to Z BENCH MARK < 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR -1 COUNTY OF RIVERSIDE B.Y. NO. T-29-81 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. D_ 1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE Z AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- in TO THE INTERSECTION OF RANCHO CAL IFORNIA 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 IW FENCE, 21 ' x 16' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED cr AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.i) 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. W ADJ. DATE: 9-13-82 ELEV. 1128.410 U OWNER/ DEVELOPER BASIS OF BEAR I NGS (440 7192 RBF REVISED w1jePE PLaTS, LATS APPROVED BY: SHEET CITY OF TEMECULA Robert Beti71., �F'i l l tia m Frost & Associates `�/ MESA HOMES ° 48 4 5G v THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE � � A. T Q rn 28765 SINGLE OAK DR. SUITE 100 CENTERLINE OF BUTTERF IELD STAGE ROAD AS SHOWN ON PARCEL PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS y� RBF= RM5ED HOLIOE PLATS, LOTS 42, 1 TEMECULA, CALIFORNIA 92590 MAP NO. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF thea SINKE arc DRIVE. SUITE M, TE CUBA, CALIFOR"IA lino c 3 413 4b 1 DOUGLAS Y. STEwART R.C.E. 37254 TRACT NO . 24134 cv PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF am s a- 42 FAx Iilu as-rm NO. RIVERSIDE COUNTY, CALIFORNIA BEING N 04* 25 '05" W * 43090 * DEPUTY CITY ENGINEER EXP. 6/30/92 PRECISE GRADING PLANS °F 4 D ®Y: Z EX'*.3-31-9i CITY OF TEMECULA REV( . `r�' CIV 1t. �r DATE: ` �. CP,.�F DATE BY DESCRIPTION APP 'D DATE .�l ~ MICHAEL TYLMAN R.C.E. 43 90 R E V I S I O N S DATE: / LOTS 32-48 8 56-80 J. N. 400265 I J . N. 400265 ` SEE SHEET NO . 4 . 2 LOTS 42 A 45 . 71M92 ;WREVISED HOUSE PLOTS, Q 1 APPROVED BY: SHEET VKW Robert Bean, William Frost & Associates /°� CITY OF T E M E C U L A PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 28765 51NKE DNC DRIVE. SUITE :56. TEMECULA- MIFO NIA baso c3 DOUGLAS Y. ST ART R.C.E. TRACT NO . 24134 Ew .C.E. 54 3 2 (T 141 or fAX (714) 6T6I N0. 43090DEPUTY CITY ENGINEER EXP. 6/30/92 4 * Exp.3-31-92 * C I TY of TEYECULA PRECISE GRADING PLANS OF REVIUM BY �j,4 CI V%\, �P DATE: Cr CPa-�F DATE BY DESCR I PT I ON APP 'D DATE MICHAEL TYLMAN R.C.E. 43 90 R E V I S 1 0 N S DATE: } LOTS 38-43 69-74 J. N. 400265 i I LOT 83 I 50.00 ' 50. 00 ' 54. 63 ' o - r 60. 98 ' 61. i N 7 - w --• c X44. I. Q72. 21 72. 21 ' ap A01 f X G, 20, ' f - - T f - - C F�. 45. 7 4 H. 46. 3 q a S.2s, k 30, ro 46. 3 � - FF 1245. 9 45. 7 46.9p �� O� IIIFF 124s. 111 ) � F G' III PE 1244. � PE 1245. 2 FF 1246. 4 FF hs7G ,.0 Jrs o L1247. ,i L - - - -.& X 5 PE 1245. 7 PE 124 0 FF / c. k 8 - \ \3 I I 303 7{ 6. 3 pf, / ?q?, 1303� a 2q6. / �8 .o 000 W<30 'o 'oma, .�a• \ \o\ ` mow/ ,•1up Zo.2°, .► �,r 1 1 - -c� 1�1 N 1 r `� 5 i \ \• �w\ \ , � - A \� �"0 / -.1 .01 y � - 22 lo, NI 1 1w1 p1p 6� •�\�\\ �!� 1 1 1 o L�� _ � SCALE: 1 " = 20 ' 103.01 1 SEE SHEET NO . 3 /719Z R13F REVISED HOUSE PLDTS, LOTS APPROVED BY: ' sc. SHEET Robert Rein, Wi l l is m Frost & Associates °� 4,e +� . CITY OE TEMECULA A. .� 4 PROFESSIONAL ENGINEERS. PLANNERS g SURVEYORS y T}� �� '7117192 � 117Ig1 RgREVISED HDU5E PLOTS, LOTS SIMM OM DRIVE. SUITE :e0. WWCU.A. rxirOMIA 92 45, 4C., 47, 56 moo. mob• s�� TRACT NO . 24 134 mu are- 2 rix al4J 00-r240no. DOUGLAS M. STEMART R.C.E. 37254 43M DEPUTY CITY ENGINEER EXP. 6/30/92 REV I - s •'"""96 CITY TY of TErECULA PRECISE GRADING PLANS of 4 DATE: Z ��` ¢, \f DATE BY DESCRIPTION APP 'D DATE M I CHAEL TYLMAN R.C.E. 43690' c�- j LOTS 44-48 & 56-68 R E V I S I O N S DATE: ��'1I6 1 J. N. 400265 ` 'I