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HomeMy WebLinkAboutTract Map 22915-3 Lot 6-13,24-30 Precise Grading LEGEND PROJECT SITE Ni01 }'O/1R PAD ELEV. -0.3' IN. CO TAIN COLLECTION TOP OF CURB 0000.00 B T.C. FLOW LINE F.L. 22915 = 3 HIGH POINT H.P. TRACT NO15-1 Tf. I3' TVP. • F I N I SHED GRADE F.G. A A ` C C PT (EXCEPT D D s' � s �� PRECI E GRADIN PLAN FINISHED SURFACE F.S. MIN Ism) MI MIN lem, I VIA RAMI TOP OF SLOPE T.S. CA E' z, PAUBA F I N I SHED GRADE F.G. iii xi 'i =4 1I►� �' -rte, GARAGE FLOOR GF 0000.0 8 PAD ELEVATION PE 0000.0tit z - z F 1 N I SHED FLOOR FF 0000.0 _ , �. Qn P1C0 TQ, �l FIRE HYDRANT '°' TYPICAL SIDE YA D DRAINAGE DRIVEWAY m N STREET L 1 GHT O— TO SAN DIEGO MATER SERV 1 CE -�---© i SEWER SERV I CE -----QS TRACT NO. 229j3—t SLOPE 1 ' VICINITY MAP EXTRA DEPTH FOOTING NOT TO SCALE I , t a. GRADING NOTES 2 � LOT NUMBER Q A I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER T`0. 'LCM TI•A AS AMENDED BY ORDINANCE 457. INDICATES MODEL 2. MINIMUM BUILDING PAD AND DRAINAGE WALE SLOPE SHALL BE = 17..12w MIN. ABOVE PAD ELEV. UNIT TYPE b W 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . B �` ;� � ��► �? ?� 4. PROVIDE S ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL INDICATES ELEVATION ROUND OFF TOP +�' FILL SLOPES OVER 5' HIGH. P/L PROJECT SITE ` INDICATES AMOUNT OF 5' FINK GRADE AS , Ili S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION & A COMPETENT SHOWN ON PLANS SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY EXTRA DEPTH FOOTING PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS SHEET 2 TRACT NO. 22915-2 OVER 1 ' DEEP. THIS LOT REQUIRES A BACKWATER VALVE * E PER SECT. 409 OF U.P.C. PER APPROVED — d to 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA WATER AND SEWER PLANS. (SEE INDEX MAP) OF RUGH SECTION B B 7t GRADING INK ACCORDANCENWITH ITTTHE EN CEAPPROVED'OGRADINN OF G"� PLAN�'PRIOROTO FOR REAR YARD SLOPES GREATER TRACT NO. 22916-2 - ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHAI,L BE TO LINE, _ THAN S' IN VERTICAL HEIGHT - • GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES. T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER THAN 6" MIN. 5' MIN. P/L 5' MIN. 6w IN. ONE FOOT. 5 MIN. P/L 3 MIN. 10 , I 3 MIN. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 3 ' MIN. 1MUDSILL MIN. MIN. MUD ILL THE PRELIMINARY SOILS INVESTIGATION BY: MUDSILL MIN. V MIN. _ PACIFIC SOILS DATEDz 12-18-e8 7 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO H �^ PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 12" MIN. 1�Ml ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 12" MIN. 211 MAX. 2% MIN. 2: 1 MAX. 6' TYP. 27. MI 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA PUBLIC WORKS V. MIN. 21 % MAX. 21% MAX. I' DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SH LOT 21% MAX. SECTION C w C - TIONESTMUSTGBEINIPRIOR I1OR TO BUDE ANDRILDIINGEPERMPITCFINAL INSPECTIONION. THISPECFOR SECTION D 0 INDEX MAP EACH LOT. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SCALE : I " = 200 ' SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HE 1 GHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 50.00GRADING QUANTITY13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 46.00 50.00 LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PE XXXX.X - 1 5 LOTS X 15C. Y. /LOT = 225 C. Y. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- FF XXXX.X IPE XXXX.Xj PE XXXX. X TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- FF XXXX.X FF XXXX.X TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 0 2 0 3 g X to Xe vi X 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE S="%.IET IMEX 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- Z BENCH MARK 2. LOTS 6—f3 g 24-30 TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER OL COUNTY OF RIVERSIDE B.M. W. T-29-81 U.P.C. CHAPTER I O.R. y 1 1/2* BRASS DISC IN CONC. CYLINDER LOCATED FRS THE " TERSECT I ON OF FRONT ST. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL i NEATED IN THE FIELD PRIOR — NO RANCHO CALIFORNIA ROAD, 1.6 MILES N.E. ON RANCHO CALIFORNIA ROAD TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. � TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. � CORNER OF THE 1 NTERSECT I ON I ' E. OF A T' CHA I NL I NK FENCE, 21 ' s 16' TYPICAL 0 V E 1 L L FOOTPRINT DIMENSIONS 1 r. APPROVAL OF THESE PLANS G I THE C 1 TY OR ITS PONS I B DOES NOT REL I EVE � THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- AROUND 50. CALIF. GAS VALVES, 40' N. OF P.P. (NO.R) 94' N. OF THE CENTERLINE RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON (n OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUkENT. N. T.S. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED ADJ. DATE: 9-13-82 ELEV. 1128.410 TO THE CITY ENG I NEER FOR REV i EW AND APPROVAL. W oc d APPROVED BY: SHEET ,n BASIS OF BEARINGS OWNER/DEVELOPER Robert Be'in, Wi t t'iam, Frost & Associates T. CITY OF TEMECULA In THE BEARINGS SHOWN HEREON ARE BASED M A PORTIM OF THE COSTA I N HOMES �o�� T. cfBl `' G� CENTERLINE OF RANCHO VISTA ROAD AS sIHOWN ON PARCEL 620 NEWPORT CTR. DR. SU 1 TE 400 PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS �, , TRACT N 0 . 22915- 3 9 1 5— 3 1 N MAP W. 22514 F ILED IN BOOK 145, PAGES 80 THROUGH 85 OF NEWPORT BEACH, CALIFORNIA 92660 35M SINKE OW 0R1'9' su"t M. ID"C""' C&lr M *MM " �+ � RAY11" A. CASEY R.C.E. 41880 N PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF 1�� �"x «� '��° PRINCIPAL ENGINEER EXP. 3/31/96 PRECISE GRADING PLANS RIVERSIDE COUNTY, CALIFORNIA BEING N 85A35'00' E ' cxr• �'°-*° ' COSTA IN COLLECTION Z �At�ED tl�1:>'t 1HE SUrERr I s i ON oft CITY OF TEMECULA � �,V CIV 1�• �r � GATE: `E DATE BY DESCRIPTION APP 'D DATEor C v GREGOAY Ot. LEBLANC R.C.E. 46393R E V I s I o N s DATE: LOTS 6- 13 9 24-30 J . N. 400507 LOT 37 PE 1320 . 9 LOT 31 LOT 32 4 LOT 36 64.01 61 .50 PE 1298 . 6 PE 1303 . LOT 33 LOT 35 PE 1317 . 9 44. 46 9. 1 3 8 .t9 PE 1307 . 5 LOT 34 ° PE 1313 . 9 � ' 60. C) 5 77. 97 h PE 1309 . 8 °'L /o °"� 53.75 5. 9 6:� T4. 99 ' 35 65. 14 022. 62 32. 49 42. 50 54. 7gry Do 6. m v cNti �' o 1293. 02 96.8 - o - v T. C. �Co � 8 N N - *� _ h f 1 - h � M 97.4 +1 +1 co Q F(> /2910.S Ki FG_ 0 0 +1 1237. 1 98 0 Lr) /300 g \ / /• F-L. H.P. / 97.7 /298.3 -- /�/, F_L.,H.R /•/, _[.,.�/.R /299.0 /299-P - - - 993 H" rn 910.8 96.8 97.4 91- /% [ ,H. FG, F O/-/ F-49. F_G- FG 974 98.5 98.6 /298.7 /z99.1 00.1 0/. / FG ID' FG. 39.,o98.0 F_L. 3 FG• F G. F.G_ G' 99.3 P E 12 9 6.8 Fc. FG. ,+ Fc. � F PE 1301 I FF 1297.5 E 1297 . 4 PE 1298 . 0 PE 1298 . 6 23 � PE 1300 . 1 FF 1301 . 8 LOT I 3 0 : F 1298 . I FF 1298 . 7 FF 1299 . 3 PE 1299 . 3 • $ PE 1302 . 1 A i 2 3 : R 5 FF 1300 . 0 F F 1300 3 • R .. _ GF Q9 B � I 1 _ � A SCALE I - 2 01 96.8 B A I N � 2 : R I \ buy 01 2 F.G. GF 1297. F 1298. 2 98-0 5 + B B 0.5 GF 1301 . 3 F� /295. 5 5 ¢ -G o � FG- 99, 1 GF 1299, 5 ,30 97-0 p ; FG GF 12 8. 8 29 2 8 .3 GF 1300. 3 /297. / DO ! 0 �-t F L- 6.3 6 -[.,G. 1297.3 99.3 S. � ` /Z90 2 rJ Oo 62• -s. 1298.7_ 6 97.0G B 00 8 � G- Fig. f6-l0 6 /298.3 F 99.0 F_[.G.B_ 1299.8 T. C• 4 09 Y(455. N FC;G.B_ h / 98.2 / \ 99.6 eFL�B n �� 61 .50 _ to 1 �93 ^1 = v F.L.G8 o N� FL-G-B. /299./ v, 63 w 5 60.0 FS' N N h N N� o ni� F.L., B tV 31 ' �' - 2 w 60. 00 60.00 °�5 o N j 9 N N 34.8 5 HI 5 ry 5 N N 48. 42 16.58 1 70. �S 3 N F' Cb ,�• Z,,` G' c� - CAM �� �' ti�� `'• 1 � �� �• _ 1 a I NO �• \���• ,� �• �1 NUNEZ la a _ o,Pp,• 'L� ��'C,' 0P 15 a 16 - - - - I T o `a �• �P•C,' � �• �h•C.I' p °P �`L 0' 62.00 A,' ' '� o 5 w 17.87 21 .56 ca o S w w 5 �' h 1� 5 5 30.69 °� 5• o ti a 3 00 23.04 o N O a 1h 60. 00 60. 0 5 N/ 1 5 5 29• 0 0 • 9, 83 18. 1291'../ - <* h' h o o w S `O' o /29 g N o o F_L. c_B 0. 00 15. 86 60. 48 'L cv L. 5 5 ti ff 9 5 N 4 a. 90 ,�� a �g _ �. LOT _ 5. F�- F• 97. ` (, of M �• � 9 c�. � F• 97-o ° 1297 5 N N /2975 PE 1296 . 0 /2 96.5 F"G G S F"G. ,GB. [.G. /298"Lo N N /2'99.0 .L., 3�.5 - . /29x8 s Iel• Xs. oo. la 3 7 Q -[-,G.Q 1298.0 ,, 6 FG /p O 97.7 FL. c. /300 ! 96.9 FG /Z9G_8 , /299./ fL.,6.B 7 FL. 11 1 FL. G'.B 0/ 1 Gf 1301 •3 LOT 1 4 � ± Fc. GF 1297. 3 -- Fs. /2980 _ .B GF 1297. 9 97.7 F L• + FG- N e 6_ PE 1302 . 1 N v GF 5 Fc. GF 1298. 5 'F 1299. 1 0 99.4 Z 00.2 (o F I\ !296, 7 vs_S I : R 2 0.l 8t FG GF 1299. T GF 1300. 4 G 9 - I: R o 3 : R 2 g 3 o� B I : R B FF 1298 $ q 1301 , 8 9 FF X297 FF 1297 . 8 FF 1299 . 0 FF 1299 . 6 0.1 A FF . 1 PE 1297 . 7 : FF 1300 . 9 E 1301 pE 1 . 2 � PE 1297 . I , , PE 1298 . 3 PE P 296• S ; , 1298 . 9 FF 1 300 . 2 PE 1300 . 2 97.7 0/. / 96.5 97. 1 FG. 97.7 98. 0 98.3 99.9 P E 1299 . 5 00.2 °� F /297 4 FG FG. F_G. 989 F.G. FG. -A F[.,H.P. FL /298.0 FG. o/ . M.P- 59.5 99.5 / �O --- / •/. FG' F.G. /•/, --- o• +� /Z99-Z - 0• A M v Q +1 J298.6 / /• FL-, /299-9 FL ,G B 1} 296.2 M - v FL- N.P. +I -- - F_L H.R N 00 1V _v o 00 0 62.00 104. 23 6s. - ) 0 0 0 ON O -c 2• O 60.00 60. 00 , .>' N s� N Oa N 64.70 TFzAGT f30uNpAc 60. 00 �' s 69. 40 LOT 4 LOT 5 LO PE 1271 . 5 6 LOT 13 PE 1271 . 2 PE 1 270 . 7 LOT 7 LOT 8 PE 1273 . 8 PE 1270 . 3 PE 1270 , 1 LOT 9 LOT 12 PE 1270 . 4 LOT 10 LOT 11 PE 1273 . 0 . PE 1271 . 2 PE 1272 . 3 TRAGI 2291 Co -2 APPROVED BY: _ CITY OF TEMECULA SHEET Robert Beir1,, William Frost & Associates /°►� PROFESSIONAL ENGINEERS, PLANNERS V Y �Az 17 � T �F � TRACT N o e 22915 - 3 >� SURVEYORS ORS � 2 ze7e5 SINGLE 0119DRIVE.6- SUITE 250, TEIECULA, CALIFORNIA 92590 RAYMOND A. CASEY R.C.E. 41980 P R E C I SE GRAD I NG PLAN 1909)) 676-x042 FAX 1009) E76-7240 � NO. 4e,393 PRINCIPAL ENGINEER EXP. 3/31/96tp COSTAIN COLLECTION � ExP.3-31-96 CITY OF TEMECULA OF DATE: ' OFCAL� DATE BY DESCRIPTION APP 'D DATE GRE GOR EBLANC R.C.E. 48393 R E V I S 1 0 N S DATE: LOTS 6 13 & 24- 30 NOW - �v !