Loading...
HomeMy WebLinkAboutLot 4-,5, 15-21 Precise Grading LEGEND RAC 0 4* 2 3 0* 3 j -� TOP OF CURB 0000.00 T.C. P _ FLOW LINE F.L. REC SE GRAD NG LAN HIGH POINT H.P. VIA RAK � FINISHED GRADE F.G. ��' 12" MIN. ABOVE PAD ELEV. � PROJECT FINISHED SURFACE F.S. SN �� '� SITE GARAGE FLOOR GF 0000.0 TRACT BOUNDARY _ READ ROUND OFF TOP 55 OE PAD ELEVATION PE 0000.0 P/L 25 24 1 1AS 7B 554 56 FINISHED FLOOR FF 0000.0 26 .� 23 5257 22 18 41, 111 SAN DIM P'm RM WATER SERVICE W ` 51 53 58 78NN 21 y1u. �� SEWER SERVICE S \ � 77 79 2 , 27 1 �► SECTION A �" A 49 60 59 20 9 36 HWY. 79 vAy AIR VACUUM RELEASE VALVE (AVR) C1=1_1 FOR REAR YARD SLOPES GREATER 48 61 76 80 3 28 35 FIRE HYDRANT ` Y THAN 5' IN VERTICAL HEIGHT \ 47 62 75 81 4 29 33 34 42 74 46 63 82 ,7 7F1. 234 43 41 VICINITY MAP \ DRIVEWAYV 45 64 73 83 5 30 1 31 32 � 44 52 44 '� � NOT TO SCALE STREET LIGHT 65 72 84 93 94 6 15 53 � >> 43 gg 71 95 51 45 39 SLOPE I \ 42 67 85 92 7 14 54 4, 8 70 88 � 8 ,3 � 50 46 � GRAD ING NOTES EXTRA DEPTH FOOTING . C�? T`?-T"�l 40 s 91 55 37 47 INDICATES AMOUNT OF " 5' MIN. P/L 5' MIN. " Jar' 69 87 97 9 12 56 49 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE CALIFORNIA EXTRA DEPTH FOOTING O 6 MIN. � s 6 MIN. 3 89 90 1 BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 3 MIN. 1 1 3 MIN. 38 98 99 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. MUDSILL MIN. MIN. MUDSILL 37 66 73 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND SHALL BE ACCESS RAMP J/))f 1,,, '''''' \\\\ �� 35 `' 100 101 10 83 57 65 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. 1 1 � 32 67 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . 31 .,� ,02 72 LST NUMBER X30 29 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 4 •� 9 10 258 64 8 7 v 103 68 a. 11 12 2 2 fi3 FILL SLOPES OVER 5' HIGH. 12" MIN. 12' MIN. \p 13 59 69 71 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT "�" "� "� 105 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY INDICATES MODEL � ,4 ,� .,�;µy " ��:; �; .��'�»r,�',. 26 25 60 61 62 ,/ PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 4 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. °° III10� OVER 1 ' DEEP. UNIT TYPE MIN. \ r��, TRWT �� y`. 24 70 B 21% MAX. 21� MAX. � Wr 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 8 7 6 233 3� 74 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH INDICATES ELEVATION SECTION B - B �" ` N :�° " '• `" �` " ' 63 57 "'�y "'� �`• GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 22 62 75 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE WATER BLOW-OFF 3fi�� F r,,,.. s1 59 ' 2 �v 60 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. S1 TE 1 ' A � 52 78 "� -r/ 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 51 INDICATES STEP TO GARAGE FLOOR -76 TOP OF CUT SLOPES. -` 50 (GF = FF - STEP) 17 49 8. FINAL COMPACTION REPORT WILL BE REQU I RED FOR ALL FILLS GREATER THAN I•MtMW.!Mf'PfMkA+iWR?.A4 72 � 68 18 19 53 ONE FOOT. THIS LOT REQUIRES A BACKWATER 5' MIN. P/L5 4 64 31 20 21 22 48 79 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 4 THE PRELIMINARY SOILS INVESTIGATION BY: VALVE PER APPROVED WATER AND B W 3' MIN. 1 ' 6 3 2 1 529 48 PETRA GEOTECHNICAL, INC. ON SEPTEMBER 23-1998 SEWER PLANS. PER SECT. 409 OF U.P.C. MUDS MIN. 6" MIN. 16 32 28 27 26 25 24 23 47 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE j5 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM 71 4S MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 7 15 33 56 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. d" 45 0 .p° 8 39 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING Q 12" MIN, 9 0 1 12 ,3 14 34 35 37 38 40 41 42 43 44 DEPARTMENT, TELEPHONE (909) 694--6411 AT LEAST 24 HOURS IN ADVANCE m 2: 1 MAX. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- o TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 00 2% MIN. 6" MIN. I EACH LOT. 21% MAX. _ I N D E X M A P 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 0 M■P�If SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PAD M.-V MIN, SECT I ON C C PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 0- A SCALE: 1" = 200' EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 0 SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN riz0 ? LOTS INCLUDED CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. o 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE u7 1%MIN, 1'.MIN. TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR o 5'TIP, 115'TYP, M FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER ago 5' T B 5' 5' B OEM C 5' C 10' OR 12' v PRIOR TO PLACEMENT OF FILL MATERIAL. MERE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT MIN MTV MIN MIN M<� MIN „6 o DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO � 48 16" LU PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. x I MIN. TYP. PLAN _ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. z 2E 1 PLAN - PLAN o 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO x ".�� MAILBOX 12 MIN. o FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND 2 3 00 TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES (TYP. ) CLR. I (FACE OF CURB TO q OF POST) 45. 47.00' DURING GRADING OPERATIONS. • OR (6 BACK OC CURB TO q OF POST) 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE--TENTHS (1 ,5) 45.00' ao z o o ? v $ SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR E 1pz INN A64X N P.C.C. CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. v CURB k SIDEWALK 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING GUTTER PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVALO - TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- MAILBOX LOCATION TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL TYPICAL SIDE YARD DRAINAGE. DETA1 TYPICAL OVERALL F OOTPRINT DIMENSIONS DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.IL NO . 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE �E DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGEC PRODUCT1 ) FA I RHAVEN PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. N.T.S. 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- SCALE: WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SCALE: 1 ' = 30' . SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15 ON CENTERS. SLOPES OVER 4, IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10.R. ❑o r-- CONSTRUCTION N0TES & QUANTITY ESTIMATE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. Under round Service Alert No. ITEM QUANT I TY UN I T 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 0 LOT GRADING (9 LOTS x 15 C.Y./LOT) 135 C.Y. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. w Q2 REMOVE k DISPOSE OF EXISTING A.C. PAVING 6,400 S.F. Cn PLANNING E10N CONST�VCTION 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Q CALL TOLL FREE Q3 REMOVE k DISPOSE OF EXISTING CONCRETE PAVING 900 S.F. THE APPLICANT AND HIS ENG I NEER FROM THE RESPONSIBILITY FOR THE COR- � 1-800--422-4133 RICHMOND AMERICAN RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED z 104 W. GRAND AVE. , SUITE A TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �VNR ROAC),SUffE 400 ESCONDIDO, CA 92025 D_ ■ ■ ■ CALF.OR NA EsTwE CONSULTING N[3 �.Q7�Q.IND42 ■ FAX 900.x.?240 ■ www,F�,cgn (760) 145-1605 �- ��rcr� orrfxsr�m sues, rMcr c,�wwruowc� �7n111 �t: �Ir j�em st�errrrK. � TWO WORKING DAYS BEFORE YOU DIG LDOO-209 GIR 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK IESSI DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE IM O JT JT MT RECOMMENDED BY: DATE: � y/� CITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS 0 RII�fRSIDF Cp)R1'DE5IQNTIdt T-211 ��C� Q• Y ANj��C, � 0 00 21/2"WDISC IN CK.CILIND R SWO T-27-M. HORIZONTAL ,�� �� �, Prepared ed p Under The Supervision Of FU THE IWEIMUIa OF FRX ST.AND RNM CALIF.AD 34 EB I■AM dl RANCH Contractor CALIF.RD. 44'EMN 9 OFi RKM CALIF.RD. 13 i OF A 4 ACCEPTED BY: DATE: AS OW, SHOWN w rte.so132 ►� TRACT N0 . 23143-3 Inspector POST2 RAI 2 POINR RLE 11751111. SET EM9D� HUMS KMEXP. os/3o/o4 �� / - Date: � DEPUTY DIRECTOR of PUBLIC WORKS ,.A.,,. ,.A,, PHASE 7 B Q ADJ.DALE: 9*0 ELD. 1230.561 ' JOHN D. T NER III RONALD J. PARKS A f :A_,,A: VERTICAL sf cl ��, �! PRECISE GRADING PLAN Q Date Completed 'tF 0�� R.C.E. 60132 6-30-04R.C.E. LOTS 4 5 15-21 N/A OF C 1,�1F No. Expires res No. 19744 Expires 9-30-01 frji�; SHEET 1 OF 2 TITLE SHEET fN/ nATF PRFPARFFI• (14/(17/M 59. 1 TS ® PE 1257.4 >, p ® PE 1258. 1 16 9g, s, ® rS 9.88' 1 •6 rS9 PE 1258. 1 72.8 9�, PE 1255.6 ® S � •*J, • PE 1257.7 , .J,`�► �� f-' jo BO. 41 SS.3S °' /' � J1-�� � ��!� � `f' S PE 1256.5 21 / ���`' `' `J (' r, �(, 1.,� �2 DRAINAGE 54.9 1�('' _ .J0(� - -Jv�- � k OR AINAGE EXIST. 10 / 1s ® J -�.� - - J�� � 34.17 _EXIST. �- O T TO H.O.A. EASEMENT TO H.O.A. PE 1253.9 J//,� r C 5 EASEMENT J' EXIST• 2- 1 SLOPEPLAN - 1 - 59.82 �� •`D EXIST � PER ROUGH (�A �~ i/ PE 1252.6 DRAINAGE � TERRACE DRAIN EASEMENT (4 O) TO H.O.A. N cc 5.0% r ` SO� / EXIST. / `O TERRACE i DRAIN (30) SX r��r ~ - � � � ,� TS �- l` F I . r - - �`t-� N ��� PE 1251 .3 FC' a • � � 21.8 r21 . .010 00 r.r � � I• � �4 22.1 �j - - OD LTL w N/ FL-W 00 Ln N z 11. 16 ? Z3-\ 10 - w' PE 1250.0 c ., ,� 7.5 / L" o F O %S`�. 51.0 ./' 2. b 7FF 1222.6 " x9/ 'P �' z G 10' z `% �� B z FG /' >r [� ag = .2 PE 1222. 1 +e y at A 15 2 �:z FF 1222.9 �� � G d► CR `V�G� z �tL aS PE 1222.4 3 FF 122 51 2 �, �� N �h 14 7.5 1223.3 b4 b4 FF 1223.3 N�o ti? PE DRA I GE �, � •fir � rL ,,��,• \ � s PE 1223.7 1222.8 NT •4 ? / . PE EA •V 9 , T H.0. GF 12 1 Its 0' 10, ,,c•?� 5, 22. 1 �s�, .o ! 7 \ \ 1 N r \ .62 / 1 \ GF 1222.4 1'�, J �� � G ! 22.5 �, 4> i D. 35.75 0 �, �' •' � I _o a` - No �4/ 'C 'O FG \ PCS$' TC / C� f o •s.� p`v ao v�� o N �^? , N 4- !j \ �� 000 cv tr c0 l GF 1223.3 7. 10 (� 1222.8 �, � 'oItf/ % PI.- c N ry40 '61 42.50' S �,� �� / " p� .� \ c,4 �� 35.75 0 ! TC No 00 '"� it CL v' -n t'i aQ `� �' 'O 4 `�' �jr �• 2, 22.2 / o _ o o 00 w s jr Raw S �, . ,��. ,moo �� �� FG �� ti�� 14, � � o W 17.8 FG � �� / o S � � '.ti► 60.00 8a.oa' "'o o '-'�' �s o,� `�' 1 �. �1 0 �' J,• ,eco -'j 00 >>� f 4'� •0 •o �h�o / CIO FG 0 CN JK re.� 0.67X CA ,. EXIST. C' 11b r- EXIST. NO N + N •�, o o c� ,�• �� ti°` ��, r. s w N + rn Ln o CURB o ca Xp , Q ��° C' 'O 22.0 f"��� o f N!-- - / - T S o CURB k OUTLET GUTTER o° `b�.�' -- 4 0.67 `I'� .`L •O FG h con 00 0 -422 r� EXIST. LANCASH IRE COMMON s '9 PER TR 23143-3 •\ \ - o re + CURB k W o+ as v GUTTER 20. , o �� 0 W FL-GB o EXIST. SIFE U) T. LT. \ `, o h -- \ ' N N I TC \ �-'y, i 1.46' 58.54 J so.00 R/w .�. a0 EXIST. ,N . F.H. ASSY N �, �� y �' \ C' '�j G',c� r' ! / ir`v',`" a; , �.` -+, 3 �,25 > ram I w 3 _.. � �' p\GF 1223.A -z - F 1223.8 00 t,.`:G� * \ •o, �g rL Sa, 2 PE 1222.6 PE 1222.2 15 p W FS .4 • / i E c f,. _...._..__._..._.._..'...` PE 1223.0 5 1 .2% FL-GB 1 6 \ G� PE 0 1224 9 2 .-, r. \ i / i • AR Z Ln / - z y F 123.9 . v o C) E. 1224 3 ► G' ' ►!• , cv � • i "�• ,F .PE `p`�'� C� zl CD st � "L k 7D O �- o `1223.8 t_ \ U A 7+ Cn ...., ;w..w . ONSTRQUION NOTES: � O m • /�-�/ Jw r r..--_. _.. ... µ ._._... . ................ .. ._._..._...... ,.,.......t... . 2 REMOVE k DISPOSE OF EXISTING A.C. PAVING _� ' '" `� 0 r z z Q3 REMOVE it DISPOSE OF EXISTING CON(,'RETE PAVING N o - 6k-Ln 23.1 23.5 o FL-FP wG 5� / C) FL-Wa.O S •9 TS •8 •� 00 60.63 60.05' ( 12 20 ) E Zs� • SS'-4 •v Q F .N• P ^ i Under round Service A I e r t 2: 1 sLOPE N ' v C 20 0 20 40 60 PER ROUGH GRADINGW AN ° dpS� z Q MAINTAINED BY T.C.S.D. GRAPHIC SCALE o 4� 41 CALL TOLL FREE P LA N N I N O ■ DESIGN ■ CONSTRUCTION OWNER/DEVELOPER 1-800-422-4133 2.9� RICHMOND AMER I CAN �_ A- 104 104 W. GRAND AVE. , SUITE A - cr 00 27M YEZ lK)AD,BU E 400 ESCOND I DO, CA 92025 n o _ d- (760) 145-1605 T CONSULTING U LTI N© 90.E • FAX MGM.7240 • rrrrw.ReF.can 000-2 09 GR Two WORKING DAYS BEFORE YOU DIG i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �pIESSIp DESIGNED BY DRAWN BY CHECKED BY Drawing No. �,e JT JT MT RECOMMENDED BY: DATE: lrl�1�a C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS RIV01I F ODUl1Y MSIGMTIOk T-741 `4 TA NNCL Contractor 2112'mss DISC IN CONC.CVLIKIIIt SUMMED T-27-M. HORIZONTAL ,��� �� F� `�6, _ -_ P I ans Pre Prepared ed Under The Su Supervision v i s i on Of 1 FRAI THE INTERSECTION,OF FRONT ST.AND RAN(M CALIF.M 3.4 IM IAI11 V M �,, r� _ __ P P •-- �-- ACCEPTED BY: DATE: L oO TRACT NO 23143-3 RAtx}D CALIF.RD. M NORTIEST ff RANCTD CALIF.�. 13 S11111H OFA 4 rri • 2 BOARD RAIL FERE,2'FST OF POU Voll'f 175111E. SET FIT A6M II1a 1" = 20' No.60132 � Date: ��"' � "� DEPUTY DIRECTOR OF PUBLIC WORKS Inspector POST 1 KRT111FST of MlI�N1FNT. Exp. 06/30/04 _ p PHASE 7B Im.DATE 9-13 2 ELEY. 123fl.58'1 RONALD J. PARKS YA'(.Y' \'A'!.1 VERT I CAL sr 1` �� JO D. TANNER III PRECISE GRADING PLAN Date Completed 'rF 1F��� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9--30-01 �`r��ieee:: N/A of c��- � LOTS 4 , 5 & 16 - 21 SHEET 2 of 2