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HomeMy WebLinkAboutLot 1-13,73-80 - PreciseGrading LEGEND PROJECT SITE TOP OF CURB 0000.00 B T-C, TRACT NO , 24133 - F FLOW LINE F.L. HIGH POINT H.P. C Tt1'. CTR FINISHED GRADE F.G. A s• A ca" C s• C cm D D PRECISE GRADINCi PLAN WNW FINISHED SURFACE F.S. MIN MIN MIN MIN t;GARAGE FLOOR GF 0000.0 go PAD ELEVATION PE 0000,0 = 10%MAX i i VIA RK . a. x x PNM FINISHED FLOOR FF 0000,0 x _ � S1 i T WATER SERVICE W mZ g Z $ SEWER SERVICE S 10ikAX lc Max FIRE HYDRANT `O' TYPICAL SIDE YARD DRAINAGE �P«n DRIVEWAY DISTANCE FROM FRONT PROPERTY CORNM TO THE GARAGE CORNER MEASURED PERPENDICULAR TO TiE PROPERTY LINE. 01 STREET LIGHT 0_- WY. 19 SLOPE I I 12' MIN, P/L 8' MIN. BLDG. PAD Q EXTRA DEPTH F❑❑TING PROJECT ABOVE PAD 5' MIN. 3' MIN. ELEV. s 10 SNI ETD SO 3 INDICATES AMOUNT OF COMPACTED SITE VICINITY MAP EXTRA DEPTH FOOTING 'X BERM 6 MIN, n n •� a NOT TO SCALE ACCESS RAMP FM .';' ,. , cc 12' MIN. 72 n LOT NUMBER ❑X 2'% MIN, 21% MAX, GRADING NOTES INDICATES MODEL SECTION A — A ^ " x 0 E, FOR SIDE YARD SLOPES GREATER .o +. L ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODCHAPTER 70, UNIT TYPE 4 THAN 5' IN VERTICAL HEIGHT " " a n 30 AS AMENDED BY ORDINANCE 457. +s B +. 0 �� 37 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. INDICATES ELEVATION w DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE 12 MIN. AB❑VE PAD ELEV, +� ,� CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. 3, MAXIMUM CUT OR FILL SLOPES = 211. THIS LOT REQUIRES A BACKWATER VALVE °' ++ PER SECT. 409 OF U.P.C. PER APPROVED — ROUND OFF TOP s o •+ / 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL HIGH, WATER AND SEWER PLANS. ( SEE lhlDE7C "^P ) P/L 5, FILL SLOPES OVER 5r ROJq$ 5. ALL GRADING SHALL BE DONE UNDER THESUPERVISION S E ISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 42 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS in v OVER 1' DEEP. � M 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA SECTION B — B ~ ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH M FOR REAR YARD SLOPES GREATER / GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, THAN 5' IN VERTICAL HEIGHT a GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 6' MIN. 5' MIN. P/L 5' MIN. 6' MIN. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 3' MIN. 1' 1' 3' MIN, ONE FOOT. MUDSILL MIN, MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS DF THE PRELIMINARY SOILS INVESTIGATION BYi L2' M CONVERSE CONSULTANTS DATE 12-21-88 INDEX MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITT D TO THE 12' MIN, ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 35' 35' 34' SCALES 1' = 200' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 2% MIN, 2i1 MAX. 6' TYP, 2% MIN. 4 4 21% MAX, MIN. 21% MAX, 4o X 4 x 4111111 40 x - 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING Lx DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE -SECTION C — C 00 PE 0000,0 LOTS INCLUDED REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- PE 0000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR FF 0000.0 FF 0000.0 EACH LOT. PE 0000.0 A-24; x 24 FF 0000,0 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 5' MIN, P/L 0 ^ 0 ^ In PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 00 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE d d 3' MIN, 1' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO MUDSILL MIN. 6' MIN. 701 EA 5 703 THE APPROVAL OF FINAL INSPECTION. Ae A 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, 12' MIN. 2d MAX. 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD .2% MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE TION (WITHTRONSESPECT ETO MEANSPECFIC LEVEL)ELEVASHALL BE GIIVEN,ARED 6 TYP. IF AN ELEVA- 21% MAX. MIN, TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL N0, ITEM QUAN Y UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION D — D TYPICAL OVERALL T P R I N T DIMENSIONS 1 LOT GRADING (It LOTS x 15 C.Y./LOT) 1 15 C.Y. 15. EROSION CONTROLe ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER SCALES 1' = 20' 2 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 3 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 Underground Service Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER BENCH MARK U.P.C. CHAPTER 10.R. Robert Bein, William Frost & A sociates Mum IF V4= ix Nu T-" 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR C=) I V2` � � p (B MRW UDTD M TE DINFRSMEN IF FM O, TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING, CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 1-800-422-4133 27555 YNEZ ROAD, SUITE 909)0676E80 TEMECULA, CALIFCRNI 92591 � �1sI1E1tSFCCT�►ff 04 IJ G�QAC ADJ �KY 17. APPROVAL OF THESE PLANS BY THE CITY ❑R ITS AGENTS DOES NOT RELIEVE THE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- MW IF TIE WTRSECITOI I' E. F A 7 OIAI fW W 21' x W RECTION OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION. UPON N= SIL C&F. GAS VANES, N' K OF PP. ON) W K OF TIF aTt1Ei x REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY, SUBh D IF &WE C&FMU ROAD FMR0 WTIESS Phi SET I, V OF WKW TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 11 AU MTE, 9`L3 E1.EV, 0 A D 96- o 07 C VZ TWO WORKING DAYS BEFORE YOU DIG LD — 122 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D Q %FESS Designed B Drawn B Checked B RPsF ADDED SHEET 2) 1013 1-6 i - 14rX �fw• SCALE �o �`` A 70�I/ JOHN LeSAGE ADEL CASAO JOHN LeSAGE RECOMMENDED DATEi /I 9T CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No, OWNER/DEVEL PER �� r� Contractor Horizontal ,�� `�,'�` Plan repared Under The Supervision Of RICHMOND AMERICA a s � / ACCEPTED BY � DATEI /I - !.f TRACT NO. 2 413 3 F InspectorAS SHOWN No-43090 � / Ante PRINCIPAL ENGINE FOR CITY ENGINEER 17310 REDHILL AVE, STE. 320 Exp. 3/31-06 IRVINE, CA 92714 s � M CHAEL TYLMAN STEVEN V. CRESSVELL - Vert�cal r CIV 1�. , PRECISE RANG PLANS Date Cop"ated (714) 756-7373 N/A 'fF OF C AL�E��� R•C.E' No. 43090 Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-95 LOTS I - 3 & 73 © Sheet 1 o 3 DRAWING 1 TITLESHT J.N. 400716 C,O 71 jjjj -P OPEN SPACE LOT 81 bo ass. 0 6 ti 72 47.03' 47.03, ry F.L 7 0) N T(LL- 9 �•� .� ?i o PE=1168 . 0 "p $ `L `�x 69.0 69'0 70 70.2-P rn N �Lo rn 52.04- 2k. F FG : 6 + FG F 71.2 y 71.2 +. (% g a,3o 44.97 1172.7 ro PE 116 PE 1 FG FG N 171 M M. vs FL N P G 3 41 .84' 7s 41 .85' cco•► 9.0 170.2 _ FF 1169.5 PE 12.1 7Z.i cv 1/. N (,7• R6 � FF 1170.7 1171.2 G- FG. 16 1171.7 12' 6,, 73.0 73.0 , =0 ,1 o �'_ 1174 P. 75,1 X 73 A 74 PIE 117 FG FG FL., H.P oo FG a FF 11 2.1 74.3 74.3 75 7 7'4 72.G 72.E 1'E 117 8 7•{ FG F 75.1 5. 61 � 69.0 70.2 702 �b FF 117 3.0 FG 3.5 6 ❑ O F�G FG 703 3 L9 z G B 71.2 7 PE 1174.3 •e. FL. 78.2 FG 03 FF 1174,8 2 r _B. GF I27a4 FLvGg C ,'• 'r 7Z. 77 PE 1175.1 O O GF 1169.2 8 Q 6_ GP l/. 70 .�• 78 S. FF 1175 6 69.0 70.2 u7o.9 s• : fL. '4 ` 73.0 - PE= 1175 . 9 1P, FG F2 70.7 �� e� 11 '� z.o FG 703 • FG - . 71,9 i .d B A S' 74.3 702 � 701 - 1 - Z FL.2 ^D o^i 71 6 OF FG A 65.04 9 -1 47.44 47 06' ,Gg ^ tv 1173.2 3 S 69.98 W S N 71FG 9 �., .B- T. ' 65. 19 C. T.C. S ���h \ w S 44.50, 73.0 GF 1174.5 6 � 1175.3 ti 60 jP %, y. w s ' �R-g- 7.5 ' N yZ 2Go 7 4.3 75.1 ti f y 73.3 w \�\ 16 G T3. FG FG R! W rot • G• 0 p t h �° %J R•o ro G' ro 1 roh• G. �• .� . ,� 55.50• C O R T E w S w S ry m 4.23s Ts) •�' `� ; C. T s� C' )�c ALM O• � y V�y. S , � S �^ N� t $ X0.1 4 54.39 M 54.39 _ .� �� 8 "' '* R.1 O'- 54.39• V'1 a '� G p0 bP W ,,� ,L Co `A FL.v ao o v9 46 S C' "p 1 '�•�0 1� IN 69.9 i N o N �9 4 4 M o� .1 G• 1, C►' 67.E o FG 6; / 70.6 -As M ^ ey O- T. F1 •�.3 _ 61 1 FG 70.6 Is 6-54 v ti LAO EtIW 6. FG VS 6 GF 1169.9 GF 1170.8 FG 5 •� '►1. S 48, ^` \ % ^h H �(' $ 0 A b F� .G 703 2 - FG - .v \ 46.pOS F f M �. n y sGF 11 FL ,v 69.7 72 2 �o ! 42.63' 68.8 FG AR 701 70.9 GF 1172 9 ..2 a�/ `3 \ • 7 FG A FL-� 71.S .2 .7 FG 1N L.�Gg. °'- r _ FG 703 \ O GF 1172 73.7 N� 73,be. 12 -�brR ' 71.3 74.7 5, ' ❑ PE 1171 702 72. L.,GB , 73.1 ■G 1173. FG 3 13 11697 FF .6 A F3 FL r 74.2 703 A: 5' GF 117 .1 73 g PE . 1171.1 F!� IO - (.1.6 PE 1168.8 FF 1170.2 - FG CR 1 `T F.�• FF 1169.3 8+ 8 + 5• : ❑ 7'- PE 1 !71.S -5 702 74.9 68.8 69.7 5, 11 70,6 9�{ FF 1172.0 9 11±. ,9. B FG PE=1 167 . 5 6g,8 FG FG 69.7FG 7 PE t 8 II(•g.4 %160 11 1.S 5, F 1172.3 ❑ FG tc.b S FG., H•P tt lt7o 6 $ FG F 11728 7 8' F.t- �r 1 N • +1 PE 1174.2 rn f'/• °' cv o 1 .1HP rn C14i171-Z 71' 72,3 72.3 FF 1174.7 F 6 PE 1174.9 q� u M. H. . +� FG FG FG FF 11754 6 1172.o 74.2 . 43.32. 43.67• ��F b _-• "� .L.,K +' g FG PE=1 175 . 7 45.37' o 74.2 74,9 U' 43.37 A^�y58 1% �' 41 FG `$; 74.9 FG y ��c 1% FG 1174.4 29 30 55.84' r - 2 8 F� Kr q 9 ly. PE=1 165 . 3 PE= 1166 . 2 PE= 1167 . 0 SCALE 1 " 20 Z 1 co- •J `C PE= 1168 . 0 p 20 10 0 20 40 ao N 32 7 GRAPHIC SCALE IN FEET O. Lr F6 9 PE= 1168 . 4 , Underground Service Alert BENCH MARK Robert Bein, William, Frost & Ass ciates CALL TOLL FREE PR❑FESSI❑NAL ENGINEERS, PLANNERS L SURVEYORS * GARAGE FLOOR 6 " LOWER 1-800-422-4133 27555 YNEZ ROAD, SUITE 400, TEMECUL& CALIFORNIA 92591 SEE SHEET NO. 1 THAN NORMAL (909) 676-8042 D , 0- 001 GtZ 0 TWO WORKING DAYS BEFORE YOU DIG L095 _ 122 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC•D OWNER/DEVELOPER DESIGNED BY DRAWN BY CHECKED BY SCALE p f E S S/p RECOMMENDED B DATE: �/-S-75- CITY O F T E M E C U L A 'It RDF AoflED eH�eT 3 �,1!1 e� �/ JOFN LeSAGE ADEL S. CASAO JPL p A T` � DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor HORIZONTAL ,'�•� �`>` �` �, Plans Pr pared Under The Supervision Of R I CFIMOPD AMERICAN w �� ACCEPTED BY: DATE: 114- fS Inspector 17310 REDHILL AVE. . s . 320 , - 20 No.43090 - TRACT NO . 24133-F IRVINE, CA 92714 Exp. 3/31�e / Date: �4. 4 PR INC I PAL ENG I ' , FOR CITY ENG I NEER (714) 756-7373 VERTICALf X1111• ICHA A. TYLMAN STEVEN W. CRESSWELL PRECISE GRADING PLAN Date Comp I e t ed N/A 'lf d F C A`,EOR•C.E. No. 43090 Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-95 LOTS 7-13 A1C 73-79 � SHEET 2 3 PLOT: 10-12-95 JN: 400716 DRAWING: SHEET2 41.84 117 -C. +, FL -� 14F- 71% - E 8 i _ 1 7 5' 7v FG LOT 79PEE 1176.9 r• A • /_ 1-f 1176.6 80 OPEN SPACE LOT 81 7 . ° FG 4• 703 Ft-, A ;t GF 1176. 75. FG -4 RIw 61.59. °° I 0 FL � 55.50' ' \ 111•� G � - ^a�� ^p�� �\ `� � � �- ` ' o tk (J M ill CORT E y >c 00- 10 -� W rQ y1 ,r\ , tk b, ILI 1k k 73 o- - � 63 -�e �1K ^J'C ^ �� 42.63' - "� �`�d >>"►9' �5 w N 5 j,5 v? co 42.63 42.6 w �00 8D f 7� Ki r cn o. as 74. V4 rL 77. F �i ' �, 76.1 77.FL,Cs� FG 5 FG B U7$9 V Fc .2 GF 1175.9 GF 1176.6 177.5 6't G GF 1178.211- __ GF 1lll�z \ 1 LOT 7 '74.c. 03 - E71 x o1R 702 -, .9 A .s - .3 B FG o 0 r♦ i. i. r .3 f 75.7 3 3 • . 7 7g9 �s Fc Fc 3 PE 1;179.6 � = FF ,e• 0 7, PE 1177.3 FG ���� w h PE 1178.0 78 �H��'' r'- �- PE 117 FF 1178.0 178.7 9 '} FF 1 Ft '7 PE 1176.4 1`/• \ SCALE 1 " = 20' FF 1176,4 FF 1177.1 77.3 4 12 FG � 1•- V ❑ N 1��� 65 FG7 ❑ .5 12 76.4 FG 5 7FG �- F` L/ �0�� / �\� 76.4 75.7 FG FG 1171-1 t 20 10 0 20 40 601175.4 FG '174.1 77. 1410FrL,1410 - - l= ° FL 14 P 1117= r/. o_ �i 0 C LOGY GRAPHIC SCALE IN FEET 1% �•� FL, HP �, g "r 52 46 �X,CT1'(.A& 11 + 0 .1 G 52.46' • ? ,; 52.72' O 53 v '1 E 56.00 \VO OPEN SPACE LOT 83 Underground Service Alert Robert Beit, William Frost & Associates PROFESSIONAL ENGINEERS, PLANERS k S N EYORS 27555 Y EZ RE, SIE. 400*1E1M G. 951 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 N Li TM WORKING DAYS BEFORE YOU DIG ' LD96 - oo7 M CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE CC'D BENCH MAARK �� QRp F E S S 1 pH' DESIGNED BY DRAWN BY CHECKED BY _ Drawing No. N t �6 Rt�F A fl SN+=E-r 3 1-1 ���p ���` A jrl Z �� JL ADEL S. CASAO JL RECOMMENDED BY: DATE: CITY OF T E M E C U L A DEPARD&3,17 OF PURL I C WORKS dpIContractor HORIZONTAL a ice= : Plan Pr red Under The Supervision Of .. _ ACCEPTED BY: �5EE RE�11510N DATE: N Inspector SEE SHEET N0. 1 p. 3/3190 PRINCIPAL ENGINEER, FOR CITY ENGINEER ' -2o TRACT N0 . 24133-F � Exp. 3/3�-� � Date: � STEVEN W. CRESSWELL � Date Completed VERTICAL sl'! p I V I ,� MIC AEL A TYLMAN PRECISE GRADING PLAN N/A of CA\V\ R.C.E. No . 3090 Expires 3-31-96 Rt.E. No. 47180 Ex ares 12-31-99 p LOTS 1 -6 & 80 SHEET 3 OF 3 PLOT: 01-16-96 JN: 400716