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HomeMy WebLinkAboutLot 43-47,60-64 Precise Grading LEGEND AC 9\ 0 41 23 1 Z I TOP OF CURB 0000.00R R4N T.C. FLOW LINE F.L. R � CIS GRADIN G P1 AN. HIGH POINT H.P. �!► 9 FINISHED GRADE F.G. P1 I ASE 6 FINISHED SURFACE F.S. PAUL VIA RAM! GARAGE FLOOR GF 0000.0 TRACT BOUNDARY M� � � PROJECT PAD ELEVATION PE 0000.0 55 SITE wj 54 56 25 24 26 � FINISHED FLOOR FF 0000.0 52 ,I, 23 � WATER SERVICE W ` 51 50 53 58 57 78 21 SEWER SERVICE S \ 59 77 79 2 1 27 22 19 TD SM DIEM PE� 36 � 9` 49 20 �p� R AIR VACUUM RELEASE VALVE (AVR) C=_1 \ 48 76 80 3 28 35 , \ 81 � FIRE HYDRANT `CY \ 75 4 17 29 33 34 42 dry, 7g p`{ \ 74 82 7R, z3 -4* 4 43 41 DRIVEWAY N 73 835 1 30 31 32 \ 65 84 93 94 6 15 52 44 40 STREET LIGHT � 66 72 95 53 51 39 - 14 45 VICINITY MAP SLOPE I \ 42 7 85 92 7 54 6 71 \ 46 38 NOT TO SCALE 41 sa 70 86 96 a 13 EXTRA DEPTH FOOTING SITE 91 55 50 ���, 69 97 9 12 5 fi 49 47 37 - INDICATES AMOUNT OF 39 87 89 �- " EXTRA DEPTH FOOTING 1 12" MIN. ABOVE PAD ELEV. 38 '- 98 99 37 3fi 35 `� 100 1 10 1 57 fi5 fib 73 ACCESS RAMP 34 FM10 83 GRADING NOTES ROUND OFF TOP \ 33 32 31 .� 102 4 67 72 LOT NUMBER � P/L � 9 10 30 29 28 .� 103 58 fi 68 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE CALIFORNIA 5' 11 12 13 27 r' 104 59 63 71 BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. INDICATES MODEL r 14 15 2fi � �� 105 60 61 fit 69 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 4 16 17 25 ,� DRAINAGE SWALES SHALL BE AMINIMUM OF 0.2 DEEP AND SHALL BE UNIT TYPE B 18 24 70 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. INDICATES ELEVATIONSECTION A A 1 6 7 6 19 23 fi3 3 3- 57 74 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . 5 22 58 , WATER BLOW-OFF01 4 20 62 75 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FOR REAR YARD SLOPES GREATER 3 2 fit 60 59 FILL SLOPES OVER 5' HIGH. THAN 5' IN VERTICAL HEIGHT 1 52 78 INDICATES STEP TO GARAGE FLOOR21 51 77 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 50 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY (GF = FF - STEP) 72 ,� p 17• 18 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS � 68 19 53 OVER 1 DEEP. THIS LOT REQUIRES A BACKWATER 5 4 64 31 20 21 22 48 54 - 79 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA VALVE PER APPROVED WATER AND B W P L fi 3 2 1 30 48 S0 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH SEWER PLANS. PER SECT. 409 OF U.P.C. 6" MIN. 5' MIN. / 5' MIN. 6" MIN. 16 32 28 27 26 47 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 3' MIN. 1 ' 1 ' 3' MIN. 25 24 23 55 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, MUDSILLN MIN. MIN. MUDSILL X71 15 33 46 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7 ' ' 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 9 45 TOP OF CUT SLOPES. 8 a- 4 0 1 12 13 14 37 39 40 41 42 43 44 a 4.1 S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN o 00 12" MIN. 12' MIN. I ONE FOOT. Nt 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF o 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. THE PRELIMINARY SOILS INVESTIGATION BY: 0 21% MAX. MIN. 21% MAX. I NDEX M PETRA GEOTECHNICAL, INCA ON SEPTEMBER 23, 1998 0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 00 SECT I ON B _ B _ ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- SCALE: 1N - 2 00 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o o 10 OR 12 LOTS INCLUDED o 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 0 69 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE lo- 48".1 48 16" w REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- MIN. TYP. Q 5' MINWOO . P/L Z z TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR w I 3' MIN. 1 ' A bt 0­4EACH LOT. X I MAILBOX 12" MIN. MUDS I LL MIN. 17.>1`7..MIN. IV..MIN. � 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL (TYP. ) CLR. 6 MIN. L5 TYP, 15 TYP. SLOPES EQUAL TO OR GREATER THAN 5, IN VERTICAL HEIGHT SHALL BE (FACE OF CURB TO q OF POST) PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM OR (s" BACK OC CURB TO OF POST) - . _. 5' � $ 5' 5' B C 5' C PLAN _ _ EROSION AND INSTABILITY I N ACCORDANCE WITH ORDINANCE 457 PRIOR TO p.4 MIN NQfED MIN MIN HQ m MIN PLAN - PLAN THE APPROVAL OF FINAL INSPECTION. 0 LO P.C.C. CSB 12" MIN. 2 Ln 3 06 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SIDEWALK GUTTER 2: 1 MAX. z z z 45.00 � 47.00 6" MIN, z 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT E MAILBOX LOCATION 2% MIN X 45.00' LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ° 21% MAX. It DETAIL NO . 1 SECTION C C 14, PAD ELEVATIONS. WHEREED CIVIL GSPECRIFICALELEVATIONSIT CAREIREQUIREED OF BUILDING � REQUIRED, HE ELEVA N.T.S. z o - - z ,� S TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- o 1 o a4 o N TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 0 ,�px cv *k DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ALL TED WITH ICE 15. EROSIONCONTROL: GRADED NATYPICAL OVERALL FOOTPRINT DIM NSIONS PLAANTAT1 " ONCENTERSS OROTHERAPPROVED GROUND COVER. SLOPES OVER o 15, IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 0 TYPICAL SIDE YARD DRAINAGE ( PRODUCT 1 _ FAIRHAVEN TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 0 SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON CENTER, COMBINA- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE SCALE: 1 ' = 30' . TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Under round Service A I ert U.P.C. CHAPTER 10.R. o 00 &bed �i>n, Filltam Frost & Associates C 0 N S TR U C TI 0 N N 0 TE S & QUANTITY ESTIMATE 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 14 C-1 PROFESSIONAL D GINM, R-AN M k SJKYORS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. w 6 YWZ NOVAD, STE' 4OO*1ElEQ1A CA' Z5A1 CALL TOLL FREE (909) 676-8042 , FAX (909) 676--7240 aENQJ MARK OWNER/DEVELOPER NO. ITEM QUANT I TY UN I T 17. APPROVAL OF THESE PLANS BY THE C I TY OR. I TS AGENTS DOES NOT REL I EVE _ RIMIDE CffllTl'DESIQNTO T-nom 1C.Y./LOT) 150 C.Y. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 2 OR- a 1 800-422-4133 21/2'M DISC IN CC.CYLINK STAM T-", RICHMOND AMERICAN O LOT GRADING ( 10 LOTS x 15 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON FI01 THE INTERSECTION T FRONT ST.K MR CI.IF.0, 3.4 RB IQCIIEIISf M 104 W. GRAND AVE. , SUITE A REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED z ON CALIF.RD. M'l�TitEST 0FRMOq CALIF.RD. 13=MROFA 4'2 W MI FEU,2'EST OFPOOR POLE 1175113E. SET FILM IITU POST 1'IWdi11EST ESCONDIDO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. OF NOT". IDJ.WE- 9-1Y82 EO. 123D.5Q (760) 145-1605 XTWO WORK I NG DAYS BEFORE YOU D I G LDOO- 132 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH DARK VISSI DESIGNED BY DRAWN BY CHECKED BY � SCALE Quo o� CITY OF TEMECULA Drawing No. , TAN �11 JT JT MT RECOMMENDED BY: DATE: ?•2D DEPARTMENT OF PUBLIC WORKS o 0 00 Contractor HORIZONTAL ,�`�� ��� NF� ��, Plans Prepared Under The Supervision Of - ACCEPTED BY: DATE: -01- TRACT NO . 23143-3 Inspector SEE ABOVE AS SHOWN � No.60132 Date: 3420 DEPUTY DIRECTOR OF PUBLIC WORKS Exp. 06/30/04 RONALD J. PARKS a A `' :.:Y r a PHASE 6 VERTICAL Jl' �I V,` ��� CoO' JOHN D. TANNER III � PRECISE GRADING PLAN o Date Completed lF 1FR.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Ex ires 9-30-01 �f�fl •• LOTS 43-47 & 60-64 N/A o� c�� p p TITLE SHEET SHEET 1 of 2 � nATF PRFPARFn• n4/1n/nn i i PE 1255.0 S •0 24.81' PE 1255.0 T 6 0 PE 1254.2 \ 61.01' 61.01' PE 1238.0 �h 6�O EXIST. 2: 1 SLOPE ---- PER ROUGH GRADING PLAN to co 61.06 __ _. _ - - - � .- - - � � � - - - - � � � - - - - - - 71.40' 6 r-� "N g1 0, b � ��� n 9 +� � g F`' F Nro 43 LO _ F� I - z µ0 0-4 N to z z ? Ln X z I r w ~ Lo M to M r -- N 8' 7' N 115 U9 g N 7' I F FF 1240.4 > lb L i ,�. TI& •� FF 1239.7 j PE 1239.9 •& 4' PE 1241 .3 U I � I ��, 9 FF 1238.4 � � �' FF 1239. 1 7 8 c z �' FF 1241 . 1 �` � 'n PE 1237.9 j PE 1239.2 z Q o z PE 1238.6 z ? jz ® PE 1240.6 N j I z R j M z �j M � O z 2 j . Z � � , o BW j 6 j O © O j0 i a•e o R .j L0 r r j of . r I � j j Z � 1 30� F�sv 0 �, .; j 120 6 4 'SG,'� � 6 j � ~ SW ,�' �' GF 1239.9 G 6 J G GF 1240.6 w \T?01 GF 1237.9 GF 1238.6 /� GF 1239.2 8' 8o_ - 8 7 �9? tt at ate, � �n \W ao 7') cn I f o �- - o k o r-� L0 o0 O o 0 C) N • ate .�1 • � N N I � Vf �p 'to � / N NN ��° N N S _ � w _ _ �S) RAW _ �yy w') �S� • 61.00' 61.00' 61 .00' 61 .00' EXIST. EXIST. CROSS- I I I I I I CO I ST. LT. GUTTER 33+49.55 I I ` '� 33+94.70 1 EXIST. CURB 1 34+69.38 1 I 35+17.55 v- I I +92. 15 I I ��� 30 D W I I >� 30 D W I k GUTTER �t'� 128' D W I I �C' 30 D W I O �C14C I 330 D W �N�C, 33 I I I 135 �� 36 L_ - - - 10+00.00 KENSINGTON PLACE7 ( I 1 I I FOX I c° I I o EXIST. CURB ROAD 34+55 I I - 1 . 11% I I c7 33+35.33 33+81 .25 I I 0 p�W 35+02.08 1 V- I - -- *- � =32+70.55 FOX ROAD 1 I � 30' D/W I I 30' D/W I k GUTTER I PER TR 23143-3 3 1 1 28' DWI r I 30' D W ^ I I 0 G , . -- L_ .> �W I I .� W L� ago 0 EXIST. EXIST. - 3 ST. LT. F.H. (n 0 00 q- '00, 00 60.00 60.00' - 60.00' 60.00' 0 7 /0 i co \ ` R/W `. �� r• J to EXIST. F.H. ,0 o " ., '�o "n' o \�' "� o do 0 0 In IN ON � N � �• � � � �O � Cy � -� � N a! � � O • Lr) O N /D` �p OD N C7 0k n 0 ok ca o �, 0 n cy• as 0 1170 . •� co 1- 00 7 00 GF 1238.4 -7.5 GF 1239.7 8' 8' k GF 1240.4 0 GF 1237.7 ,9 r► 0 ^ � GF 1239. 1 F o CID z �� 0 z 3 "-�f z Z. 6 a� . ® ,I z 1 3 0 00 o W M1 2 B o M R ® ® a ►e � - 2 ae . z 1- z R © 0 0 o f B W °a ® FF 1238.9 R ® BWFF 1240.2 M FF 1240.9 PE 1241 . 1 BW 110 PE 1237. 1 ►� PE 1238.4 BW PE 1239.7 %K boR FF 1238.2 o 0 FF 1239.6 0 10 �O PE 1240.4 co r PE 1237.7 f 7 F t 'S1 �� PE 1239. 1 .� ,� 7 ©I. 7' 8' 1 ? 7' 8 �°�'�, z oa z Z 7.5 F z � r N � - r N N N O N W iti 0 " Ce o ,fig• 1+ , e 60.06 60.06' 60.03 60.02' 60.01' ( 4 O 1 E v EXIST. 2: 1 SLOPE 00 PER ROUGH GRADING PLAN TO BE MAINTAINED BY T.C.S.D. 66 ( 30 ) o s - f EXIST. CURB do GUTTER--e N - BUTTERFr•s� I ELD c STAGE ROAD Under round Service Alert PER A.D. 159 00 r Med min,, Filliacm Awt & Aswides 900' V.C. w PROFESSIONAL ENDS, PLANERS k S VErOR,S O cn 27566 YU&D, SE. 4M*TBEC�.A a. 091 EXIST. MEDIAN C CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1--800-422-4133 - n _ _ 51 50 _ 49 TWO WORKING DAYS BEFORE YOU DIG LDOO- 132 GR " c7 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY o SCALE Q�0 F E S S Ip�'�! JT JT MT Drawing No. RECOMMENDED BY: DATE: -7 7.d . CITY OF T DEPARTMENT OF PUBLIC I C WORKS 00 Contractor HORIZONTAL Plans Prepared Under The Supervision Of r K ACCEPTED BY: DATE: ,2�'vo TRACT NO . 23143-3 Inspector SEE SHEET NO. 1 1 - 20 No.60 132 Date: �.-- � /,�/Q� DEPUTY DIRECTOR OF PUBLIC WORKS Q Exp' �/�/� i RONALD J. PARKS r�a.. A:.: PHASE 6 JOHN D. TANNER III ,_r.,:,_r. VERTICAL Jf C 1 t` �ti� . ..... p PRECISE GRADING PLAN Date Completed �lF 0 �F�� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires r es 9-30-01fr, ise9:: N/A c��- P LOTS 43--47 & 60-64 SHEET 2 of 2