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HomeMy WebLinkAboutLot 60-62 Precise Grading LEGEND Pok,f ROJECT SITE . POiWT �11r/,N 110AD MD ELEV. -0.3' IM. TOP of CURB 0000.00 B t�►� PALOMA DEL SOL T.C. FLOW LINE F.L. • I HIGH POINT H.11. 1 B 1b 15, r? t5, M. VIA RAMI F i N I SHED FLOOR FF 0000.0 V) PAM S (EXCEPT C (EXCEPT D D RECI E GRADING PLAN — � W FINISHED SURFACE F.S. �) �) i I I ll t2 24134 _ ~ xi • i � i . � �o - i GARAGE FLOOR GF 0000.0 rRAc r NO2 � �Ff PAD ELEVATION PE 0000.0 MODEL SITE �. Pico ~'�y AIR RELEASE VALVEN N Mr. 79 WATER eLowofF V. CENTEX I HOMES TYPICAL SH E YARD DRAINAGE (N.T.9. ) To Sm DIEM FIRE M'DRANT xy DR I VEWAY VICINITY MAP STREET LIGHT NOT TO SCALE WATER SERVICE _© SEVER SERVICE SLOPE II PROJECT SrM GRADING NOTES EXTRA DEPTH FOOTING - I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER TO. WHEEL CHAIR RAMPM pJ>tO"WA AS AMENDED BY ORDINANCE 45T. 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE fa I%. 78 � JMSET 2 5253 S4 SS 56 57 7 3. MAXIMUM CUT OR FILL SLOPES 2: 1 . 58 59 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL 78 CORTE 60 61 FILL SLOPES OVER 5' HIGH. 12" MIN. ARM PAD ELE111. ,51 OL4 6 63 S. ALL GRADING SHALL BE DONE UNQER THE SUPERVISION OF A COMPETENT 50 49 48 47 46 45 44 43 64 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS • � � ROUND OFF TOP 42 41 40 OVER I ' DEEP. LOT NUMBER � � � 2"8 X 90 N'3. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA �Te �4Y 6 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION Of COMPLETION OF ROUGH 1 INDICATES MODEL 5' per, D TAS` �. GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 4 / fi C 37 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. r UNIT TYPE f TB ;� T4 68 24134- I GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. k TBT / 36 69 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS. /HONG TOP OF CUT SLOPE. SECTION B - B (N.T.S. ) �,� 35 ,o INDICATES pgtl0't)'NT OF Q FOR REAR YARD SLOPES GREATER S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. EXTRA DEPTH FOOTING THAN 5 ' IN VERTICAL HE GMT 9 c'�9 71 THIS LOT REQUIRES A BACKWATER VALVE � '� 8 7 R4sC0 � � 9. ALL THE PRELIMINAING RYALL SOIBS DOW WITH -RECOMMENDATIONS Ot'` PER SECT 409 OF U.P.C. PER APPROVED — TRACT NO. 24134 s WATER AND SEWER PLANS. (wONEREQU/QED) 6" WIN. S' Mi . P� 5 ' MIN •• S 4 CONVERSE CONSULTANTS DATED: 147-896 MIN. WO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 3 ' MIN. I ' 1 ' 3 ' h N.00 3 2 1 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MUDSILL MIN. MIN. MUDSILL MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- TRACT N'O. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 24134-3 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEtRIN* DEPARTMENT. TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE ~• REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- Z'/. MIN. IZ" MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR _ f 2% MIN. 2: 1 MdAX21Z MAX. EACH LOT. + 11 . CUT SLOPES EOUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT AM FILL 21% MAX. SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE • 6ECTION C - C � �•�• EROSION ANDPLANTED THNSTABSL INSTABILITY I NGROUND COVER TO PROTECT ACCORDANCE WITH ORDINANCE NANCETH45T�PREORROM for nin. ,wo ss coT A��,4 •�' W" MAP ° (N.T. S. ) THE APPROVAL OF FINAL INSPECTION. 6.0 3/5/D CARTE R/MDLA 7451e S. F SCALE : 1 " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATER 1 NG OR OTHER APPROVED METHODS. 6 / .f/530 CDRTF R/MDLA 75Z3 .S. F 5 MI P/L ® $ g 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTER i OR WALLS AT NOT .62 S1550 ' MWE R/MDLA 7/4/ 8:'r 3 ' MIN. I ' LESS THAN 1/4w PER FOOT FOR A MINIMUM OF 3 FEET. gIIDSILL MIN. 6' MIN. 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAID SURVEYOR SHALL SUBMIT I 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 IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE 27• MIN. IME TYPICAL OVERALL FOOTPRINT DNSIONS GIVEN. 21% MAX. 2s1 MAX. ( N.T.S• ) 15. EROSION CONTROL: ALL GRADED SLOPES SHALL OE PLANTED WITH ROSEA ICE SECTION D D 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 (N. T. s. ) SHEET INMX CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS, TREES. 20' ON CENTER, COMBINA- TIONS" 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 2. LOTS 60-62 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER IO.R. I LOT GRADING ( 3 LOTS x IS C.Y./LOT) 45 C.Y. (TO NW_a-EMOVev 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR BENCH MARK INSTALL. '�' NIGH WROuC�HT II?DN FENCE AT MODE vc N 2� L-F ._ TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. M. N0. T-2"I N�ITIZUC,T 4 60LI� ITE LINE COUNTY OF RIVERSIDE B. THE wRRr'AITE ENGINEER THESE PLANS 1S RE3POINSIDLE FOR ASSURING ACCURACY 3 ro tae RaMOVEP AT MoC-X--L- C.owVeVr l0T4 42 L.F. IT. APPROVAL OF THESE PLANS 8Y THE CITY OR 1 TS AGENTS DOES NOT REL 1 EVE 1 1/2' MASS DISC IN COLIC. CYLINDER LOCATED FROM TIE INTERSECTION OF fm ST. AND ACCEPTABILITY OF THE D SIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING ArM ® GON6•TRU HAnJDIGAP PARKING S Mi3oL_ AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD CITY APPROVAL OR DURING C STRUCTION, THE PRIVATE ENGINEER SHAM BE RESPONSOLE To 0�16 FReMovep AlT MOt7EL. C,OWERG110NI EA• THE APPL 1 CANT AND HIS ENG I NEER FROM THE RESPONS I B I L t TY FOR THE COR- FM DETERMINING AN ACCEPTA LE SOLUTION AND REVISNG THE PLANS FOR APPROVAL BY O (NS'GALL SI RI&HT SIDE f ARW 0wL. RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCT t ON. UPON TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.A. Tw CITY To Ise Ft�MOVEDA' r-L.• T WovewNvER5IoN I REQUEST, THE APPROPRIATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED - CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLINK FENCE. 21 ' : Id' ' TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. AROUND $O. CALIF. CAS VALVES 10' M. OFP.P. (ND.S) 94' N. OF THE CENTERLIfE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MOWNT. ADJ. DATE: 9-13-82 ELEV. 1128.410 APPROVED BY: SHEET BASIS OF BEARINGS ONNER/DEVELOPER Robert Bein,Witi'iawt Prost & Associates ?Pam/ CITY OF TEMECULA THE BEAR I NGS SHOWN HEREON ARE BASED ON A "PION OF Tib CENTER HOMES � �' A• T1- C+ � i 42� CENTER(INE OF BUTTERF I ELD STAGE ROAD AS SMIWRI ON PARCEL 4351 LATHAM STREET, SII.ITE 100 PROFESS i OVAL ENC 1 VEERS. PLANNERS t SURVEYORS 1 RIVERSIDE, CA. 92501 � •I� OW MIN. MITI �- �,►• OLIFUNIA •� � TRACT NO . 24134-2 YAP NO, 23432 FILED IN BOOK 159, PAGES 38 THROUGH 6I OF 1'�RD A. CASEY R.C.E. 411MlO ,. (909) 781-4000 I� ru � �>n� �- MODEL SITE PARCEL IMPS IN THE OFFICE NW THE COUNTY RECORDER OF �JO�p INCIFAL ENGINEER EV. 3/31/!6 RIVERSIDE COUNTY, CALIFORNIA KING N 04. 25 '05" W In OF TEIECULAPRECISE GRADING PLANS OF 2 {ATE,tj ( ��` O• C�%F DATE BY DESCRIPTION ---TAPP 'D DATE - MICHAEL A. [ MAN R.C.E. 43 90 LOTS 60 62 REV I S I ONS DATE t Z?1 &!f J . N. 40060, ILI) w � o / LOT 75 OPEN SPACE N W � l3� I I 65. 64 _ 65. 72 _ N 65. 77 65. 41 = SCALE 1 20 0 o rx 60./0 . 08 / 69.37 /�h Fc.,/+�.R ,°�� +I \ O Qb 124..4-I � 89. 7( % .67 _ 43.8 43.841 H P /244.5FG .+r Ln --- F G- F� 12. 65 - opo 44.+ PE 1243 . 8 F�,. 44.4 44. 8 0) P'6 ` LOT 59 FF 1244 . 5 FG 44.8 E- I, FG 24-4. 4- PE �o 1243 . 2 FF 1245. 1 5. 1P E1244 . 8 FZ'NC-E _ 1E I IZ aTp -o ' FF 44 • 8 ���L) Th�ES�RMIT7�D v 91 `'� 1245. 5 \ +NS a LOT 63 ` NIA �� 6 O 44. a3. 8 ZR ` \ 4L PE 1245 . 0 SA10,LES G 2 OFF/CE FG IZ43.3 GF 1244. 0 FL. G.B. tr�'�,.8. CSF (Z4.4 62 44. 8 6 ` FG 43.(. i� 444- FG 4 4 / FG j FCS- 6' GF 1245. 0 D0 �24Z•G �9 J 1243.4. ` CA r3 FG N ANO T4LL A v c�i ti /243, R 3' NIGH 58. 16 \ 58. 16 58. 16 �Zf_ ,c.B of - T 1R01� FENCE 2 R� s8. 16 5 n, 4 �I9 2 w s NG Z- 58- 16 4 Fs FS. A 5 0. 8 14. 29 25. 03 16. 01 2 rn 0 t? 2► ' F S 32. 99 0• ~ T 43 47 -79 C) N TYP 3 �`\' '�' 't,- Ah /�b CO - R I MO - 12 N 15 _ LA 1 O O -O� 66. 31 1; 66.31 70. 35 3 2\ 0.5. ' 66.31 70. 7( 1 66.31 � oLnD 9 or •69 LOT 41 5,3\ CONST12UCTION NOTES Q1 LOT 42 LOT 40 INSTALL 3' HIGH WIWU6HT IV-ON FENCE. Z- (TO et F-C:WMEDAT MODEL CDti1Ve j2SJ0tJ) LOT 39 CON'5TRUOT 4" 501-10 WHITE LINE 37 CTO E�F- REMOVED AT MODEL C WVEI2s10N) "_� \p2• 4� GONSTc?uGT HA►JDIC.4P P.4RKW 6 57ME50L CP G CTO E5E REMOVEV AT MOoeL. CON VE12SIOr-J) INSTALL S161J " F7,1&1-17 c�p� PARkIN& ONL-r Z (-o PSE REMOVED AT MOPEI, GOIJVERSION� Q N-� i O _ N Q1 0D ry N N W oD rn F- to 0 CD oN O O Ln 58. 64 + 57. 42 O -s A 58 .20 22.37 53. 81 _ 62. 26 15. 73 56. 91 0 o W o _ 0 75.05 0 � ro 83. 69 60. 13 17 \30-p0 0 0 .0 58.73 o o . 62 co 'ti CD 19.51 0 Z o 0 \3 N h 60 5 34 di CC W Lf`� dI 0 CIOO U -O •c n W crr APPROVED BY: �'�� O N Robert Bein, H'iltiam Frost & AssociatesCL -- -- F TEMECULA SHEET A PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS \' � TRACT N 0 ° 24134 - 2 ro 28765 SINGLE OAK DRIVE. SUITE 250, TEIECULA, CALIFORNIA 92390 C) NO. 2 (909) 676-8042 F (909) 676-7210 RAYMOND A. CASEY R-C.E. 41880 M O D E L S I T E `" 43090 PRINCIPAL ENGINEER EXP. 3/31/96 REVIEWED BY: EXP. \ PRECISE GRADING PLAN of z �' CITY OF TEMECULA O P DATE: DATE BY DESCRIPTION APP 'D DATE M I CHAE A. T rN R.C.E. a 90 �� � CAL\�� 1-- R R E V i S I 0 N S DATE: 27 �Y LOTS 60 - 62 Q J . N . 400502