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HomeMy WebLinkAboutTract Map 22915-3 Lot 1-5 Precise Grading LEGEND PROJECT SITE NIGH POINT PAD ELEV. -0.3' IN. VINTAGE HILLS TOP OF CURB 1293T. C12 B R +A �FA41y1A R01�D . F I II FLOW LINE F.L. KI XE� �I ROAD HIGH POINT H.P. i + 15' M. 1 r 15' M. 1 FINISHED FLOOR FF 1293.2 I VN As, A (EXCEPT C C (ExcEPT D pFINISHED SURFACE F.S. MIN NOTIME0, YIN NOTEDMODEL SITE I 9 VIA RAMI RO PAUBA o LINEAR FEET L.F. - `=' ON 22915 = 3C lwk QP TOP OF GRATE T.G. `Tz z "i 't 1uj N� ROAD ' y; GARAGE FLOOR GF 1294.7 PC TRAC N W PAD ELEVATION PE 1294.5 _ Z _ ZPRECI E RADIN PLAN t2 Cl INVERT INV. -y't. N 4� N AIR RELEASE VALVE � l p1GO � WATER METER ❑ a4 Rt,HS YAiD NIA NAM SIDE INAM MAIL Box ® HIII'f, r9 FIRE HYDRANT `O' TO SAN DIEGO ELECTRIC POWER P 12" MIN. P/L , 8 MIN. BLDG. PAD PROJECTED TOWNSHIP 75, RANGE ZW, SECTION 6, TELEPHONE T ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. VISTA SAN BERNARDINO BASELINE AND MERIDIAN GAS G COMPACTED Rp` � MAP BERM 6" MIN. VICNTY SEWER S ,�,j J- NOT TO SCALE WATER W 12" MIN. DRIVEWAY 2s1 MAX. 2% MIN. STREET LIGHT 2/ MIN. 21/ MAX. GRA MOM ELECTRIC TRANSFORMER PAD ® FOR SIDE YARD SLOPES GREATER THAN 5' IN VERTICAL HEIGHT I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 7D, ELECTRIC HAND HOLE H.H. ® r AS AMENDED BY ORDINANCE 457. ELECTRIC PULL BOX P.B. ® 12" MIN. ABOVE PAD ELEV. , j 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL 13E = IX. ELECTRIC SERVICE TO BUILDING � 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . ELECTRIC SUBSURFACE STRUCTURE ET3 ROUND OFF TOP , 4. PROVIDE S' WIDE BY 1 ' HIGH BERM OR ECUIVALENT ALONG THE TOP OF L WATER SERVICE W P/L TRACT 22915-1 FILL SLOPES OVER 5 H IGH. 5 S. ALL GRADING SHALL BE DONE UNDER THE SUPERYISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SEWER SERVICE 5 I PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS I OVER I ' DEEP. SLOPE II 2 31 58 32 C 37 36 4! 6. PUBLGCSTERED CIVIL WORKS DEPARTMENT WRERTTESN4ALL CERTIFICATIONt1� OIT TO FECITY OF COMPLET ON TEMECULA FERO GH EXTRA DEPTH FOOTING BE S a S 3 SS 51 48 64 S3 52 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO WHEEL CHAIR RAMPrM FOR REAR YARD SLOPES GREATER ®4 34 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, THAN 5' IN VERTICAL HEIGHT 5 29 28 35 36 37 FLORECITA 47 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 46 T. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG I 27 2 I 43 TOP OF CUT SLOPES. RETAINING WALL 6 4tD 2 40 41 42 43 � h 7 25 24 a. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER THAN • P/L 5 ' MIN. � CONSTRUCTION NOTE O 6" MIN. S MIN. 6" M N. 9 23 22 ONE FOOT. 3 ' MIN. II ' 3' MIN. 10 21 20 S. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF AREA DRAIN SYSTEM CATCH BASIN MUDSILL MIN. TVP. MUDS LL 11 12 19 THE PRELIMINARY SOILS INVESTIGATION BY: �. 13 "' TRACT 22915'2 PACIFIC SOILS uum DECEMBER 18 t988 FENCE =` •: 14 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE • IS 16 PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 18 17 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- INDICATES COLOR O 12" MIN. 12 ' MIN. TRACT 22916- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. LOT NUMBER ❑2 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA PUBLIC WORKS 21% MAX. 21% MAX. DEPARTMENT. TELEPHONE (714) 694-6411 AT LEAST 24 HOURS IN ADVANCE INDICATES MODELDCN REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. UNIT TYPE 4 B 11 . CUT SLOPES EQUAL TO OR GREATER THAN S' 1N VERTICAL HEIGHT AND FILL INDICATES ELEVATIONP/L SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE 5 MIN. PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO INDICATES AMOUNT OF O MUDSILL 3 MIN. TYP. THE APPROVAL OF FINAL INSPECTION. EXTRA DEPTH FOOTING 6" MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. THIS LOT REQUIRES A BACKWATER VALVE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT PER SECT. 409 OF U.P.C. PER APPROVED — * (NONE REQUIRED) LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. WATER AND SEWER PLANS. 12" MIN. 2: 1 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 2% MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 21% MAX. J TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION D D 1S. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE GRADING QUA 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 us) LOTS x 15 C.Y./LOT s 75 C.Y. SHALL BE PLANTED AT 10' ON CENTERS, TREES. 20' ON CENTER. COMB I NA- Q BENCH MARK !Q vimMAP TIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER COUNTY OF RIVERSIDE B.Y. NO. 7-2941 REMOVE A KEPI-AG15 EXIST. PP_ VL5rWA'f I FA . U.P.C. CHAPTER 10.R. G.o. = I 1/2* BRASS D I SC IN CONC. CYL 1 NDER LOCATED FROM THE INTERSECTION OF FRONT ST. INSTALL T>�FFIC. Ltt� ON 5.e0,?rFt I Eft. SCALE : 1 " 200' 16. ALL PROPERTY CORNERS SHALL BE CLEARLY OEL 1 NEATEp IN THE FIELD PRIOR zo AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD RELOCATE EXIST. WATER METER 1 EA . TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. tr 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE U) CORNER Of THE INTERSECT ION I ' E. OF A T' CHA IML INK FENCE. 21 ' : 16' THE APPL I CANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.!) 94' N. OF THE CENTERLINE RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED v TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ADJ. DATE: 9`13-82 ELEV. 1128.410 w oc �-�_ RBF 0 ADD P=o�o-T-P12IN'r -r0 LOTS � APPROVED BY: SHEET BAS I S OF BEARINGS -OWNER/DEVELOPER �aFEss q� 4 CITY OF TEMECULA Robert Be'c zt,, lI'i t t'ia m Prost Associates THE BEAR I NGS SHOWN HEREON ARE BASED ON A PORTION OF THE COSTA I N HOMES A. l� 14 ItMF Revew-PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS 19- — sE +ojsE mar LoT 4 7 N CENTERLINE OF RANCHO VISTA ROAD AS M" ON PARCEL 620 NEWPORT CTR. DR. SUITE 400 W,,, ,,,,« M WIN. ,N M. ,WC,,, ax IF'00"A sero � �" © ACT NO . 22915-3 OOK MAP NO. 22514 FILED IN B 145, PAGES 80 THROUGH 8S OF NEWPORT BEACH, CALIFORNIACAL 1 FORN I A 92660 oweFAX �► _ IT aFAX 171,11 1179-r240 M. STEWMI R.C.E.R.c.E. 37254 PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF 4�r<rrt�o � NO. � . p DEPUTY CITY ENGINEER EXP. 6/30/92 - CITY OF TEMECULA PRECISE GRADING PLANS of z RIVERSIDE COUNTY, CAl I FORM I A BEING N 85"35'00' E REr i�p � �,V �C Y 1�- �r DATE: �' DATE BY DESCRIPTION APP 'D DATECr M ~ MICHAEL A YLMAN R.C.E. 43 90 \fLOTS 1 — 5 Q R E V I S I O N S DATE: W J. N. 40038T . i 137270 Q Q� v _ N CAMINO NUNEZ �'��' k''y 12 JLL I p ,\pc 73- 74' LST Co h 59.58' ISG5' 04 yl! off` O w: 1295• rF V\ ^ F.L., F.L.,GB t0 1 r moi. \. -14.5 '��+.; F9 67 F.L. O lr ti 0 G F 1295.0 I ^ V AGF 1294. 7 5' GF 1295 .4 I w r7 94.8 �•. /2.'!4.2 (� 12g 5.5 1 et ti B' F. fL., e. 5. co EE5. - F.G. r7 0 G u PE 129 . 5 ; PE 1294. 8 PE 1295.2 30 /Z'r FF 1295. 2 1�9�i FF 1295. 5 FF 1295. 9 3 O a ZD. ZQ- FF 1294-0 G C�• Z o -y s- F_G. 94.5 F_G 95.s F q5.3 F C-7 /294.5F.G. 5. 95. F.L. , H-P F6. +•' N h --- -•-!} (0� , n N tiG0 N r=X Si FNOuG~ T /z4zo TS. T12AGTF�.,H.P Uzo►. EC.E �ti 2291 C. -2 LoT 4 P.E . M-71.5 �--- REMOVE r—pOSE REMOVE LOT A.G. PAW-k4W � EXIS _ DIgp�E 0 I% T GONG. W4l..lr ReovE ols�sE I r: SIMW4Lk %I cl- 5. 30 44.56' 43. 46' did 54' ry 69 � `fib � Io•\� Oh � � '�� ��'�� \ti9� 184 _ 183 182 185_ - 5 PA R K WAY MEADOWS lab 0 t SCALE: I" 201 GRAPHIC SCALE a 0 4 8 12620 40 60 80 Y pf ESS/p APPROVED BY : x � ��`!F -1-21-�¢ RBF ADD F00'[PRf NT TO LOTS 4 /�a... 8I SHEET C 'TY OF TEMECULA l " MF VmsL- 4ouse mar for 2 q�obcft et``, Wian` sssoc cRCE 43090 PROFESSIONAL ENGINEERS, PLANNERS 3 SURVEYORS TRACTNO. 22915 - 3 t * EXP.3/31 /96 28765 SINGL OAK DRIVE SUITE 250 TEMECULA. CALIFORNIA 02990 IDOUIGLAS M.STEWART R.C.E. 37254 (7`141676-9042 �l ITY OF TEMECULA� EXP MODEL SITE PLAN OF 2'4 CIV1v �\ REVIEWED SY= PREPA DUN R ESU VISION OF: OF.c DATE SY DESCRIPTION APP' DATE 3 MICHAEL A 4YL MAN R CE 43 (EXP 3.31/961 ' DATE S Z Z R E V I S 10 N S 0. DATE. Z LOTS 1 5 0 J.N. 400387