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HomeMy WebLinkAboutLot 47-49 - Precise Grading LEGEND TRACT NO ' 24 PROJECT SITE T.C. TOP OF CURB ! Irr Lei "N"row ■ 134 3 AD ELEV. -0.3' AO ELEV. -0. ' COROHIA INV. INVERT TO F.L. FLOWLINE P/L IR P/L - is TIP P/L H.P. — HIGH POINT MODEL ITE l F.F. FINISHED FLOOR A IA C C D D F.S. FINISHED SURFACE L-L.—LI j L.F. LINEAR FEET — PRE %R , SE GRADING PLAN r. I N T.G. TOP OF GRATE PAUBA �0 0 W . G.F. GARAGE FLOOR P.E. PAD ELEVATION TRACT NO . 24134-2 TRACT NO . 24134- 1 , AIR RELEASE VALVE SAWW © WATER METER . ''�M4x � •x � -- — ❑ MAIL BOX �• �f�� STREET LIGHT N N LOT TO Plco 0k FIRE HYDRANT TYPICAL SIDE YARD DRAINAGE LOT 69 st« EXTRA DEPTH FOOTING 44 - FENCE P/L 16 1 T 45 WY. l9 cm RETAINING WALL ' e 12' MIN ABOVE PAD ELEVATION 18 43 TO SAN DIEGO AREA DRAIN SYSTEM COMPACTED ' MIN 3• MIN. S 15 —(�— --- -- BERM 12" MIN. 6.. MIN. �— _----� 46 CATCH BASIN [ ABOVE PD OG. PAD ELEV. a ROUND OFF TOP LOT T I 19 42 2� CONSTRUCTION NOTE '�-- , _ _ 14 4? CD INDICATES COLOR 20 41 1 .3 48 k°f 2 ? LOT NUMBER SECTION A - A ECTION B - B 40 C� FOR � � VICINITY MAP O SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER 12 21 INDICATES MODEL THAN 5' IN VERTICAL HEIGHT THAN S' IN VERTICAL HEIGTH 39 " 49 J NOT TO SCALE C_ UNIT TYPE 11 2 22 INDICATES ELEVATION Q �- P/L 5' MIN__ s MIN. s M� P/L Q 38 3 10 23 GRADING NOTES `'1., INDICATES AMOUNT OF 3' MIN. I' MIN. I' MIN. 3' MIN. ._i _ 3' MIN 2 MIN- . �— - _ _ - - - -- - - - 3T EXTRA DEPTH FOOTING 51 aucslLL j 924 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER TO, - 6" MIN. 6" MIN. l -� r6'� MIN. AS AMENDED BY ORDINANCE 45T. �- a �,�� 8 36 UTA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IX 1F CUT ' "*+� Zh ? 4 •*`"'� '-� z'��'� 25E5P l R l T OR FILL IS LESS THAN 10' . 2% IF CUT OR FILL IS GREATER THAN 10 IZ�MIN6'• MIN_ 2� DRAINAGE '. / 2�y ����~ _ 35 C DRA 1 NAGE SWALES SHALL BE A MIN 1 MUM OF 0.2 ' DEEP AND BE CONSTRUCTED �! � 4,} T A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES SECTION C - C SECTION D - D 26 52 6 34 S. MAXIMUM CUT AND FILL SLOPES = 2: 1 . 53 ~' 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL NOT TO SCALE 5 2 33 0 FILL SLOPES OVER 5' HIGH. t.-28 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS 54 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED GROUND SURFACE 4 32 AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT FOR ALL FILLS OVER I ' 29 DEEP. 31 ss G. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE ENGINEERING f _ NATIVE-SOIL BACKFILL 3 Vol� DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN • 90% COMPACTION TRACT NO . 24134-4 V ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE CD 2 30 Op 56 BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. DRAIN PIPE 6"MIN. MIN. 3" CLEAN 1 5T T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS. ALONG `MAX _ SOIL BEDDING S8 TOP OF CUT SLOPE. 59 60 S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN SEE STREET IMP. PLANS FOR GP 61 ONE FOOT. AREA DRAIN BEDDING DETAIL IMP. WITHIN STREET R/W 63 62 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT i ONS OF THE PRELIMINARY SOILS INVESTIGATION BY 3" SWEEP WITH 3" ROUND GRATE OR R/W 64 CONVERSE CONSULTANTS DATED JAN. 17, 1989 APPROVED EQUAL IN TURF AREAS SID WALK 4 66 65 0� 67 0 RpP� TWO SETS OF THE FINAL COMPACTION REPORT- SHALL BE SUBMITTED TO THE N ; INSTALL 3" ROUND GRATE SP � � �G ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF GRATE (T.G.) INVERT OF PIPE 1/2• RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN ELEV. PER PLAN ABOVE GUTTER FLOW I CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. Z % LINE I I lye ��tttt�-���--vv 10. THE CONTRACTOR SHALL NOT 1 FY THE CITY OF TEMECULA ENGINEERING Q_j 6"MIN. — _ INDEX MAP DEPARTMENT. TELEPHONE (714) 694-6400 AT LEAST 24 HOURS IN CL -� 1% 3" ASS (SDR-35) OR 3" CARLON ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS CD INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION Z CURB 8 GUTTER 3" P.V.C. (SCH. 40) "x 3'x ' TEE FOR EACH LOT. D FOR ADDITIONAL OUTLET (ALT. 3" A.B.S. SDR 3S CONSTRUCTION NOTES b QUANTITY ESTIMATE USE 3" TEE INV. ELEV, = GUTTER FLOW 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND .FILL Q < cc AS REQUIRED LINE 0.14' NO. ITEM QUANTITY UNIT SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE C7 • 9CALEt I* • 100' PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION Lv AND INSTABILITY IN ACCORDANCE WITH QRDINANCE NUMBER 45T PRIOR TO THE APPROVAL OF FINAL INSPECTION. AREA DRAIN DETAIL CURB OUTLET 2 3 A ►'���� 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. � O N N E C T 1 O N DETAIL <� 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT APPROVED BY: a (� � � � E%F �31•,w LESS THAN I /2" PER FOOT FOR A MINIMUM OF 3 FEET. W OWNER/DEVELOPER ~" DOUGLAS M. EWART R. C. E. #3T254 \. ` MESA HOMES 29765 SINGLE OAK DR. SUITE 100 DEPUTY CIT ENGINEER EXP. DAT 6 0-92 ,f ,� - � 0 TEMECULA, CALIFORNIA 92390 CITY OF TEMECULA DATE: J D O BENCH MARK BASIS OF BEARINGS CITY OF TEMECULA SHEET Robert Be'i n, Wi t t'ia m, Frost & Associates M COUNTY OF RIVERSIDE B.M. NO. T-29-81 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTIONW THE LD I 1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHONN PARCEL PROFESSIONAL ENGINEERS,PLANNERS 9 SURVEYORS JQRV laSAGJr AICD RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD MAP NO, 23432 FILED IN BOOK 159, PAGES 38 THROU 61 OF 28785 SINGLE OAK DRIVE.SUITE 250.TEMECULA.CALIFORNIA 92390 TRACT NO. 24 134-3 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.M. PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDE OF IT ) 87e-8042 DRAWN SCALE MODEL SITE CORNER OF THE 1 NTERSECT I ON I ' E. OF A l' CHA I NL I W FENCE. 21 ' : 16' RIVERSIDE COUNTY, CALIFORNIA BEING N 04' 25 '0 " W IvDmt rl s DESIGNED JOB NUMBER PRECISE GRADING PLAN OF 2 N r ARdUtrD S0. CALIF. 6A5 VALVES, 10' N. OF P.P. (N0.8) 94' N. OF THE CENTERLINE DESIGNED 400164U OF RANCHO CAL I FORN I A ROAD. F i BERGLASS M I TNESS POST SET I ' M. OF MONUMENT. DATE BY DESCRIPTION API DATE CHECKED DATE LOTS 4 7- - 49 Q ADJ. DATE: 9-13-81 ELEV. 1128.410 MICHAEL A. LMAN . C. E. 43090 EXP. 313119Z R E V I S 1-0 N S &P.L J.N. 400164 a SEE TRACT N0 , 24134- 3 - 36• ,9 27.87 37- 28 5 � 63. 38 7 '52 .0 59. 64 55.43 52.00 S2.00 - 52.00 A - p 1 _ ao _ Cp LO N ry rn (p I .r ao . t0 i O In 4 ir1 Of - - - - - N O - 1 N Q Go N r - - - J � M � ^r°+ o � 1 __ I o v I - - - LO_ FF 1227 _ _ . I I I I r - - -_- I - -_-_ _ - - � ( I 3 11 I I I rE I ,I I I I �i FF I 11 r I 1 11 r r - - - _ 1 11 IFF 1229.01 f _ IIFF I I I OFF F 1228 226.- 1 226. 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L 0 T 69 TS• 23 i 1 . ._ .- 41 -02 - / FOR HAI?D3CAPE GRADING AND LO ATION DETAILS SEE APPROVED BY: THE PALOMA DEL SOL TRACT 24134-3 MODE GOMPLE X LANDSCAPING AIJD GRADIN,& PLANS PWEPArZEO ar{ LAND SCALE : 1 " = 2 0 1 AREA D12A1 6 o1 z1HE PAIIZKKI 6 OT WITH MIWIMUM GRA EESS DOUGLAS M STEWART R.C.E. 1137254 CONSMCT10N MOTES OF 1Y- AAJD MAXIMUM GRADES OF 6 • fatz MSTALIGES DEPUTY CITY ENG I NEER EXP. DA 600-92 OF & TO g' CVTslpE of THE POOPOSED sl�Ewd►t_k S. �-- CONST. 0.Z5,I A.G. WITH '6EAi- GOAT OVETZ CITY OF TEMECULA DATE: NATNe GOMPACTEP GCIWST W GuRb l`fm D-1 PER VeN.Co. STD- 203. VIVA LISt� CITY OF TEMECULAS"EET �msT coNG. danrEwc►-r �Iz z-r[7 707 w=z4', xs z' �� ,te " ri f� Robert Betin, flitt�,an� 1�3-ost Assoctiates 2 D GO IS Z4' C; WIDE 1.1AND,GA}= A�ess LAMP PEIz, Icfi►-�• . o � PROFESSIONAL ENGINEERS,PLANNERS 9 SURVEYORS JOw CrLeS/ TRACT NO. 24134-3 E *Je-'TAL-L '� PV.G. AWIFA DQAItJ '.S`(ST�/I _ I xres of"" am in.vc. w mo, mcw�►. rrorw+w �e3o EXP ]►319? " ' mm " -no DRAWN scALl: MODEL SITE o-- s" CURB wTLET• sTRucTuwe Pe PSTAIl. SHEET I . t J f \a+ EIt S V I s oF= YOM f• = OF aG GoNST AREA GRAINS �Q DIrTAIt_ PLOT PLANS 2 - a- DESIGrED JOB tER 1 MICHAEL A. TYLMA R. C.E. 43090 EXP. 3/31/92 Z DATE BY oEsaIIPTIDid APP'0 DATE CHECKED DATE `°° LOTS 47 - 49 R E V I S 1 0 N S Api. J.N. 400164