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HomeMy WebLinkAboutLot 1-22, 44-61 Precise Grading .. .i .. n• .. r ,.,., R .+• .. r, ` ,. ;.\. i Pa 1'u' r • / .. {. .. i ,. .'�a GENERAL NOTES 21 1. All grading shall conform to the Uniform Building Code, Appendix Chapter ` 33, as amended by Ordinance No. 457. PRECISE GRADING PLAN 2. All property corners shall be clearly delineated in the field prior to commencement of any construction of any construction/grading. TRACT NO 23067"�"''""""' 3. During rough grading operations and prior to construction of permanent 3 drainage structures, temporary drainage control should be provided to prevent ponding water and damage to adjacent properties. LOTS 1 �,.,,, ' 4. Dust shall be controlled by watering or other approved SITE 5. No fill shall be planed on existing ground until the ground has been ' cleared of weeds, debris topsoil and other deleterious material. 6, Maximum cut and fill slope 2:1. `� A 7. Stability calculations with factor of safety of at least arra and five tenth (1.5) shall be submitted by a Soils Engineer to the Building and �a Safety Department for cut and fill slopes over 30 in vertical height. 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill slopes over 5' high. 9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the '- top of cut slopes. Y N.T.S. 10. Minimum building pad and drainage Swale slope shall be 1 X if cut or fill is less than 10', 2% if cut or fill is greater than 10'. Drainage swoles VICIN ,,,,i,i,W -MAP shall be a minimum of 0.2 deep and be constructed a minimum of 2' from -.. the top of cut or fill slopes. 11. "No obstruction of flood plains or natural water courses shall, be permitted." 12. All existing drainage courses on the project site must continue to function, especially during storm conditions. Protective measures and temporar�r NOLKL_TO CONT&C drainage provisions must be used to protect adjoining properties during •� grading operations. "''`' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 11 Finish grade shall be sloped away from all exterior wails at not less than � PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS 1/2" per foot fora minimum of 3'. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, planted with grass or ground cover to protect the slope from erosion and REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS o PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE instability in accordance with Ordinance No. 457 prior to final grading inspection. � OF THE OWNER OR Tl!-IE ENGINEER. o 15. EROSION CONTROL: All slopes required to be planted shall be provided THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES with rosea ice plant (or equal) ground cover at 12" on center. Slopes SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE R � LE ECORDS. exceeding 15 in vertical height shall be planted with approved trees 'T � f (��]r'- TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT � spaced not to exceed 20' on center or shrubs not to exceed 10', ora 36 � � � � THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL o combination or shrubs and trees not to exceed 15' in addition to a grass _ 41 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER 0 mix or ground cover. Slopes exceeding 4' in vertical height shall be provided N MALT MO. 23007-1 42 � LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR with an in-ground irrigation system. Slopes equal to or less than 4', may 49 44 46 4 48 49 50 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. be irrigated by hose bib located at the top or toe of the slope, spaced to 36 61 w make use of a hose no longer than 50' in length. The irrigation system shall be G �q ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY provided with an appropriate backflow device per U.P.C., Chapter 10. 94 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. i X 25 UJ 16. All grading shall be done in conformance with recommendations of the 93 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL z updated soils engineering report by Geo Sails Inc. dated January 27, 1998: � �' i8 ? � REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. � Two sets of the final compaction report shall be submitted to the sZ 24 19 t Building and Safety Department which shall include foundation design recom- �\ � 3 mendotions and certification that grading has been done in conformance with the ��� 22 gq 59 •i 63 04 _ recommendations of the site investigation report. * 16 16 85 88 o '" 17. If steepsloping terrain occurs upon which fill is to be laced it must be cleared 90 11 90 i2 i9 i P 9 P placed, , keyed and benched into firm natural soil for full support. Preparation shall be ? 8 approved by a suitably qualified and registered professional prior to placement 9 4 5 6 of fill material. i Z 18 18 81 X2.9 24 18. All grading shell be done under the supervision of a competent soils 15 1B 17 25 N -_ �y1ATIONS„.-�,� SYMBOLS engineer who shall certify that all fill has been•properly placed and who 11 1B 19 14 - "``--- � T.C. TOP OF CURB -" 100 -_.�_- EXIST. CONTOUR `.". shall submit a final compaction report for all fills over 1 deep. - 4 5 6 ? B a 10 -- F.L. FL0WLINE ELEV. ~�100-- PROP. CONTOUR o 9 ���-'�. � � � T,G, TOP OF GRATE --�--� PROPER T Y LINE c_n • 19. Final compaction report will be required for all fills greater that 1'. i 31 G.B. GRADE BREAK - -�- - DAYLIGHT LINE > 8�3 9450 w 20. A suitable qualified and registered professional shall submit to the S1 2T F.G.28 FINISH GRADE am SHEET FLOW RATE R.G. ROUGH GRADE GRADED SWALE ' Building and Safety Department written certification of completion of 7R AO, 90 ,fig � rough grading in accordance with the approved grading plan prior to g� 61 dp 6,2 FIS, FINISH SURFACE - CENTERLINE o requesting inspection and issuance of the building permit. Certification19 88 30 39 40 41 48 INV, INVERT OF DRAIN "`��� SWALE HIGH POINT shall include line, grade, elevation and location of cut/fill slopes. 78 M 53 48 49 44 , P. PAD ELEVATION FLOVLINE . . � � � 47 F.F. FINISH FLOOR ELEV. ""~'�� SUBDRAIN 21. A suitably qualified and registered professional shat) submit certification 74 Q7 SB • of building pad elevation. Where specific elevations are required, the 75 56 � 45 G.F.F. GARAGE FINISH FLOOR _ _ � _ _ AREA DRAIN rn` elevation (with respect to mean sea level) shall be given. If an elevation A4 76 57 46 B.V,C. BEGIN VERTICAL CURVE � �"" TOP OF SL OPE - with respect to adjacent ground surface is required, the actual distance 77 EVC END VERTICAL CURVE �. T ._. TOE OF SLOPE " above the adjacent ground shall be given. 8.2 78 •TRACT NO, 230f7-"4 P.I. POINT OF INTERSECTION RETAINING WALL 31 E.P. EDGE OF PAVEMENT « FIRE HYDRANT a 22. A suitably qualified and registered professional shall submit to• the BD 8D a- Building and Safety Department written certification of completion of T.V. TOP OF WALL ELEV. Leo STREET LIGHT o - \ 29 Bi � ,,,� T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL final grading in accordance with the approved plans for all grading .fto designated as engineered grading". do 27 32 D.F. DEEPEN FOOTING o ,I DEEPENED FOOTING � 33 L. LENGTH o' a �' VA TER METER 23. The contractor shall notify the District Building and Safety Department �'� �� $4 DVY. DRIVEWAY CATCH BASIN & LDCAL DEPRESSION at least 24 hours in advance requesting finish lot grade and drainage '� ' N T S NOT TO SCALE inspection. This inspection must be approved prior to buildingpermit 00 3' p,x, DEPTH Of REQ'D GVER EXCAVATICNV final inspection for each lot. p �� 38 � P•U.E•. PUBLIC UTILITY EASEMENT � 39 24. Contractor shall notify Underground Service Alert, two days before you ,00 18 18 ,gyp 1 dig at 1 -800---422--4133. _,..� is 1 42� OFR .►0 1 16 • 'ARTMENT OF � 11 12 POGRAEMIC V 8L)ILDIN� �c , F door 10 48 47 � AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: �PPRpVa�D 7`Y �► EARTHWORK ESTIMATE Underground Service Alert 7 a _� 61 �. ` ,�� ROBERT J. LUNG & ASSOCIATES 0Y ` 5r2 ," 2832 Walnut Avenue, Suite E EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY)AW Call: TOLL FREE 54 - Tustin, Co. 92780 �> ..�„�,�,, � - �► ` �► 714 832-2077 Cron �tri.a Y n , 5 � � • §, � ) TOTAL CUT....................2000 C.Y. a � .� +mon & rt*"*ft or°aunty�, pTW y 1m800 4 � �,� TOTAL FILL....................2000 C.Y.8� B _ NOTE It 2271111111111112600 1SaIsTHE ABOVE LISTED QUANTITIES REFLECT THE ENGINEERS ESTIMATE OF THE ACTUAL VOLUMES �! r OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE F TIMATIN ems' PETRA GEOTECHNICAL, INC. Q ES E OR ES G AND BONDING CENTEX HOMES 7 PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES �► 2280 Wardlow Drive, Suite 150 620 Commerce Center Dove, Suite 103 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON TWO WORKING DAYS BEFORE YOU DIG �' !�► 0 100 200 X400 600 Boo Corona, Co. 91720 Temecula, Co. 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AN ATA Fr N '� (909) 699-6193 E E D CUL FIELD CO D1TifON DURING "CAUTION' Remember that the USA Center {909) 279-4000 CONSTRUCTION MAY VARY. notifies only those utilities belongingto �► the center. There could be other uIllities 1 �� SCALE+ 1'=200' present at the work site. The center will , �. inform you of whom they will notify. !\00�� goo m • RECOMMENDED FOR SEAL ,, SEAL. � . .,, .' '. Mill _0 1EGAL-DE501PTIONAPPROVAL APPRO ED BY ,t. 41 HUNSMR & ASSOCIATES COUNTY OF RIVERSIDE ,� DATE �,�.., SHEET N0. PARCEL 12 of PARCEL MAP 24387, AS RECORDED IN MAP QaafEss IRVINE, INC TRACT NO. 23067-,-3 BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF MAPs q "'° y�`� �- fro KHALED�A. 0���0N i'�" ""°� °°`�"� `�"`,�°'"""► '��� D EMPIRE RE IOI� 1 RECORDS OF RIVVM/DE COUNTY CALIMRNIA �� ~ s � r R.C, -NO. 33950 . 8 3Q 02 2900 ADAMS STREET, SUITE A-15 • 58020 RIVERSIDE CA 92504 (909)352-7200 ..., No. �9� � EXP. �,�.� LOTS taw12 & 441111111111111111111111111,61 of 4 5�IT5 EXP. 6/30/4e e prvvwts ineer s• ni se is etblo or ossun the occu PREPARED BY . DATE PLANNING/ENGINEERING/ RV Y / M T errs q ny p/ons rspon n9 rvoy A `i� SU E ING GO�IERN EN RELATIONS 4/00 PRH Revised house on lot 14 17 45, & 47 i ane orcptob�►!ty of the eesrrgn herecir�. M tie went of dlscr.,pa�ncles arrlslny or'trr ► �� r 'fir► .� �r FILE NO• county approval or ung G bm ft ,tet. ongkxw Irl be � AT Y MAR RDATE CHECKED BY � , , Com, M_ PRECISE GRADING PLAN Q SCALE 1 -200 A� oleic sr�n iw ca suit. r-n`-•ai N coi�rsE for drhrmin/ on o�.,nkWe ,oWhm ar yr �Fd1` ` c+►��F PAUL fit. oLEST BENCH hI A R K nim t0.s ii WY. or D ISIM no. *112* W. Of 22 & 44 61 n9 �vish►q the plana ltor apprvv�a/ by ENGINEER I N DATE CAL AN 7 air. *�• e. of c www cars: Ro. is DESIGNED BY DATE AUGUST 1999 ����tr W. OF MW pouf: 0175119M FOR W.O. DRAWN BY CHECKED BY R.C.E. N 58020 EXP. DATA 630 02 0"ATI - ,moose CENTEX HOMES 0919-230673 " '+vi^p cr. -.�,,...;....tr•eR. ;.. -r .:. -•,...y. ... X !i,,.L. .i. 1v, . .. ... . - ., _ � r•4 .r = ;ti7 'i!T.'3 I- +M; .•1i •f - . ..,.; ,•. .•.: 1. ., .:. ESTIMATE OF QUANTITIES r NO. DESCR/PPON QUA WTY UNIT A LANDSCOE AWA DRAW PER DETAIL tel. 0 EACH ZN B CEAW OUTLET PER DETAIL. HERE'W. 0 EACH T. r. ELEY. 1'-0"' SPEED-O-n0r GAA7r LOT NO, C A aS AVE0 LF. j 10 m#-i co A SEE PWV N.D.S. D E EEN) \ D L10N5'11�wr a AIII� II11CL PER IT. FUMY ri'Aely. /IM 0 LF. � , OR EQUAL MII� F-9P E caNsTRucr Ale:r�c ou w/1w Frmx Amw PR OEM �M 0 LF 5' MIN. GRATE HIDUSIMG 15' TYP. (10MIN.) TOP/TOE OF ADAPTER N.D.S. No. 1221F.L. REDUCER OR APPROVED EQt�iAl 3- MIN' 1, ONOPLAN HOWN 5' MIN. � PIPE RISER PLASTIC TEE �, 4`L � � w F.L. � )VOTE.- FOR BV4010 c F.F. ELEV. - - A.B.S. TO P.V.C., .- 3' RAIN. �.- CONTRAC PIPE SIZE INN_ ELEV. usErvECDo N�1PAD ELEV. o PER PLAN SOLVENT OR EQUAL. m 2XMIN- M A B *2:1 MAX.* m PAD 6"MIN. 1 jYG.F.F1 �� EL \ 6' IN. Mq� ELEV. �- PAD LANDSCAPE AREA DRAIN DETAIL .� 6 MIN. • NOT PO SCALE ELEV. B.S-L. • 12"MIN. 4'leMIN-20XMAX for 3' � \ then 2`loMinr--20%MAX. 12"MIN. * EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1 1/2 TO 1 SECTION "A - A" ` C FACE, * ° + SIDEWALK DIRECTION OF FLOW �T�G• PER IMPROVEMENT PLANS PER GRADING PLAN CONTRACTOR TO PROVIDE CONSTRUCTION TYPICAL LOT FINISH GRADING JOINT IN SIDEWALK O CENTERLINE OF7 PIPE R/W "OPEN GRATE" TYPE CAP OVER TOP OF TEE TO ACT AS BUBBLER N.T.S. 3.5" • HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) DRILLED IN CURB SET INVERT OF PIPE �`� P.L. 1/2g' ABOVE FL. GUTTER -•- C 3" A.B.S. 1. SWALES TO BE CUT IN AT 1°Ie MIN. 5' MIN. . 5' MINT • AT ROUGH GRADE AND PRIOR TO `-Q--3" A.B.S. 6* P.V.C. � � BUILDING CONSTRUCTION. 3' MIN. F L 1 " F L 3' MIN. W (FOR CLEANOUT) 6" TO 3" A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE z 6 I3" z CATCH BASIN & PIPE , OR OTHER EXTRA DEPTH SIMILAR.DRAINAGE DEVICE IS OP FOOTING TO RB OUTLET DETAIL REQUIRED WHEN A STOOP BE DIMENSIONED NED o AREA DRAIN CU m ON PLANS I ,•a' 0R m FIREPLACE OR PORTION OF LESS NOT TO SCALE THE BUILDING EXTENDS WITHIN MINIMUM ESTABLISHED DRAINAGE PAD 6 IN. } - - SETBACKS. ELEV- \\ .f • 2%MIN, PAD 6"MIN. *2:1 MAX.* 3, SEE STD. PLAN 101 FOR 12"MIN. 6"MIN. ELEV' Q DRIVEWAY APPROACHES. � � �� 12"MIN, � 2XMIN. D 2:1 MAX, cv 4RMIN-•�20XMAX for 3' O then 2XMin-20lMAX. I * EXCEPT BERMS LESS THAN 1' HIGH co R/yy MAY BE CONSTRUCTED AT 1 1/2 TO 1 00 N 3' IN-GROUND UTILITY HOUSINGS X CABLE TV ETC. SECTION " B E3" �' OWLINE SWALE 17� MIN. (WATER METER, CAB ) PAD TO BE INSTALLED FLUSH TO ALLOW h UN--OBSTRUCTED DRAINAGE n- 1/4"PER V 4,� ami ~� x $pD {IF ED SHALL BE INSTALLED h X FLUSH W� SWALE TO ALLOW U UN-OBSTRUCTED DRAINAGE FIG. N 0. 2 U P TO 5' t' P.L. MORE THAN 5' h/2(MAX 5') 3 x NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W -IMCAL 0D NDETAIL1 F.L. 15 TYP. PITS 1. . SECTION "A-A" APPLIES WHEN THE z DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. EXCEEDS 1.0'. HEREON 2. SECTION "B-B" APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS IS 1-0' OR LESS, & THE EXTRA DEPTH TOP N SLOPE MAX PAD l OF FOOTING IS SHOWN ON THE SHOWN ON MAX ELEV• 6"M-N. - - LO - GRADING & STRUCTURAL PLANS. PLAN -�= Mme` 3. IN NO CASE SHALL THE SWALE � FLOWLINE BE LOWER THAN THE 4%MIN-20XMAX for 3'' `12"MIN, j PUNTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN /� then 2�:Min-20%MAX. it FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. OF 2x. PLANTS AND SHRUBS SHALL 9� 99 3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5 WIDE BY , HIGH BERM SECTION C _ C o NOT IMPEAD THE FLOW of DRAINAGE OR EQUIVALENT ALONG THE TOP OF AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. TYPICAL R EARYAR D GRADING FINISH FLOOR PAD ,.2 PROPOSED WALKWAY 2X 10 [>n JN R N DELAIL .�'�° - o NTS In Cl- �, Q �G 2V '�� n PLAN 3 --, PLAN' 2 2794L w P=00.0 o 2D90L , 2648L FF=00.50 P=00.0 P=00.0 I FF=00.50 -� FF=00.50 +o' PICAELEVATION91EEERENCE I µof" 1 �. - �o'� _-_s s'I#iNt�l. GFF= 5'MIN. I 5-hM. , 5VIN. 5� • TOP QF .CURS CASITAS GAR. PAD _.._-___ I 00.00 ELEV. -0.2 H.P. G G GFF-- NTS O K 40 _ OD - -� FF= S�IwIn. FF= FFA ' -� �- '1 I DO.50 100.50 00.50 w CASITAS OR 1 emi.J Underground Service Alert TOP of SLOPE 1 OPT. GARAGE 1 P=00.00 z 9 1 1 N w FF=00.50 Call; TOLL FREE - - -I- - -� 1�800 H 2090 SQ.FT. 2648 SQ.FT. 2794 SQ.FT. 2 STORY 2 STORY ' H/3 BUT NEED NOT -�3 CAR GARAGE 2-3 CAR GARAGE Rz 2272600 TOE of SLOPE E CEED 40' MAX. ....,.___ .. NTS 2 CEPA �A BUILDING & SAPS REDHAWK I kPmOV IED TWO WORKING DAYS BEFORE YOU DIG .- "CAUTION": Remember that the USA Center SETBACK .FROM DECENDING�L�P� TYPICAL HOUSE TYPES AWDvd� a��,ls�nra►;�„'.. notifies only those utilities belongin to NIS an the center. There could be other uIlltles �ttivell CO,er,`: ;aha► �''• SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATI ti° �Mate county Is - 1rltr '�'° nz present at the work site. The center will Inform you of whom they will notify, RECOMMENDED FOR SEAL omm SEAL APPROVED BY DATE APPROVAL HUNSAKER & ASSOCUTES COUNTY OF RIVERSIDE SHEET N0. RpFESS I Q�o�Ess l ;: .. IRVINE, INC TRACT NO. 234 7� �s�. IR �>rAft DEPT.. � CCUNT1r CMNT +et+1A2 0 F KHALED A. OTHMAN IMUNDEMPIRE REGION N y No.' 68020 R.C.E. N0. 33950 630 02 2900 RIVERSIDE AMS CH 92 04 STREET, (091352i2oo 1 -22 4 """' 1 OF 4 SHTS °' No. 3390LOTS D W. a/30/oz a °V• 6/30/02 PRE PARE Y DATE PLANNINGiENGINEERINGiSURVEYING/GOVERNMENT RELATrONS o the accu DATE FILE NO. The privvte snq;neer argnfng these plana is responsible or amuring " ' 4/o0 PRH Revised house on lot 14, 17, 45, do 47 PRECISE GRADING PLA N ��► �r � A OWvM exec sr�o OW. 00. 3. T-27.61 N CONCW rl: o one! occeptab�Tlty of the dsslgn heroon. In'the event of dfscroporrclea vr>ts/ng oltier CHECKED BY .* � r Cay I SCALE ISS NOT® county approval or during oonatnaction, tfie private engineer anon be rdsporesible DATE Y MARK A R rF I w IL F cAL�F PA DLE 0 J BENCH MARK M T Ow. *46- N. of c wwa+o ar_w. RQ N M UL R ST R.us►+ to.3 Ili. w�.Y. of �� s mx m *ir w. of for detormini an occept*64 solution or mixing the pleme for vppmval by ENGINEER I I NCOUNTYDATE DATE uMnAPr+o Ate► W. OF #175110MFOR NT X HOMES- W.O. ng the county. DESIGNED BY DRAWN BY CH CKE BY R.C.E. N . 58020 EXP. DATE 6/30/02 19ss elEVAT1DN - 1Z30-Yt CE E 0 0919---234f 7-3 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA ~ PER DETAa HEREON. 0 EACH B CURB OUTLET PER DETAIL HEREM 0 EACH C 3" A.as PIPE 0 LF Dcaowsnp=ICTAL• WU FEN MV Ca FUM 2154-197 AEV 10/W 0 L.F. si ,. E ctMSMECr&roc ML w/Naao FENCE AMW P0e DERE HDOX 0 LF. *No - ---- ,3�' � E 100 •.48 mom N 40 z - - -- 4WD ....... 5 _--� cp Ar C4 1240 • --- --' sop, 1240.7 9 0 S1 r `, - . r \ 2 H.P.1) 7T 'Lr00 V0 N 10 W 09M *1q �i.A ,9 J N 1741.4 - Z O � •d. H.P. -4 o _ \ 1239.4 ;� �+ '"' • 2 � H.P ' �8$ 2794CR7o PLAN OARS �� \ �` ay6�1240.5 - ? p�1241.0 648Ah2 209 42.3 � r �� l -�8 �fir ; A�,� P �1241'DD '4 :�. F-1241 .50 ° Zp� 1241.7 r P= 12 r0� 00< «4 x o.o -Va 209 o o� FF _ F 42.20 o°F 1242•$0 �� . _ _ �� ? 11244' o� -' -� z 12 -T a ' `C. 1 �� \ , y p y124°•�° `i �"_-----� PI+ GFF Q ! ?9 1 Ac�C' Q�, F o s I 11242.30 N � �6� .59 zo � p � � � �'�� ��_ � `'��B � �_ 40 o(y0 s GFF� r 41.7 . '24 NG.�• 1 3y 241.00000 °° �-� �ti rG • �G f rj ` a ` re \5 .� r + FF- F i� o I Z -1 v e 238.8 6 r .012 �'' �'� \ W ?� \ ,t F.L.-G.8- 1239' °'ry ir �. y " N '�• � y, \ -�' 48 � •s y sr - � {\\ � �� 5• �Z3� .} ��8��3 \ �'P-'`240 \ � � •�• � 1� - , -° �,� � L�.1 _ 3 `�, 12 80 F y 1 61 - cp p cv �c i 240N� z p X24_- o, -� r \ \ N_ j _�5Z ,,c . c �r L 60.01 ,r, 9 , 9 a � 50.0 50. 2 .� o CD N el 8 �_ 404 s' Gds amps m `ti •� �. 5•Z� y - C F 63.56 :� Lott r ' 0 \ •� .5 F GFF 1241.3too �• 9 �( F 16• F.L _ 1 F , 1241.6 1 L44.301 . a pry• ' N Fioi %'� r w 121.5_ �� �` 1p' -►1� w,�. '��' __ PLO 1 � �- \ pg X 244 50 ?t FF _ ? \ , � .o 124 � ► 5. �- g p J R 4 P� 4a• _ e- \ �°` . ,�� I-16M.11F GFT 2 291242.3 Z- .L.-G. Yr \ F 1 -_ t� o.o \ ¢ �- C, �' a 1241.00 P ► \� d F ` � \ �� � \ � .' `- _ © �, k °�o ,Z�• -� � � �o° FF� 1242.so z o • PLAN - ' '� 1 X243 _ \ 50 `� cv F Qp �'• \ 1^� g F�- , ` s z N 15 M 8 123 .0 �%\ rG. g�0 s ,� L .�_-.-� '"7 9 4 C IA ,c• Ntn4ti 123 F•G z 2 6 - �r = 1241. 1 2 F= 1242.10 --- w 2648AL F 30- F FF \ - g• 1241.0 �- 50g 0. dg 40.2 9 FF= 1241,50 Z y 545Cr �. w d6` i \ �,�g 39 7 v. P 12A. � ►- \ �'' 24_ Y ,��, ,�. �� ��' o� �,� 124. 2 'g o L,,, P X12 40•Z° z Q c� G v� FF ? - 1245 z 75 . � . .�9 z ro , - 1250 .. ��► � �\°` � a, \ t W �/ ,�� �, o�, �• / \ •� � ,� � 5 - 1255 co� � ` (p 2n39 -A Va 1�53 59 Ld jp_ 0� , I / \ VIL 0is elop, 0 c / 4. ti �_ s J °` ° �- a � �h ,�• / � \ '* -- - -4-8.8�2 82 ... � 2.1 12 CESS E 1 S RDAD Or 0 "Z � "r"-. � ._._ -..--•• -- - �y.. .-- -79# .... .�-,� �� 1 _ -- ..f 162 260 FL 6 101' _.• of:Fit � � C-► .F� OF S Underground Service Alert ,26 \ �, _ 4 1i Call: TFREE o •� 2�� �5 .1902.61 2189.71 oATZN 39. , $ y o- of tho W of,&�►>ered jo.* 1�800 f� .�,► ..+ ate or court, On of any ori On tip� /aw9s. rh1 CO MOM cftpl%;7 227�2600 .r .,r cr TWO WORKING DAYS BEFORE YOU DIG Now ... 0 15 30 50 90 120 "CAUTION": Remember that the USA Center notifies only those utilities belonging to SCALE: 1"=30' o the center. There could be other utilities present at the work site. The center will inform you of whom they will notify. m RECOMMENDED FOR APPROVED BY DATE APPROVAL S EA L SEAL v ;• HUNSAKER & ASSOCIATES C 0 U N TY 4 F RIVERSIDE SHEET No. IoREss aa�ESS IRVINE INC -- QRro o� .° � � AMM0M TRACT N0. 23067 3 0 3 °T `� `'„� sroy KHALED A. OTHMAN D EMPIRE REGION N R C.E. NO. 33950 6 3D 42 2900 ADAMS STREET, SUITE A-15 w a, �' } NO 5W20 i�r '` RIVERSIDE CA 92504 (909)352-7280 LOTS 1 "m 2 2 & 44.�.6' 1 OF`�. SHTS CD a EV: /0 c s/�0/°� PREPARE BY DATE a� PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS 0 prmft �;,'� aq„� those plane � „�°"� " assu",g ° °c`u,�, DA ,� � �, ;- _ PRECISE GRADING PLAN FILE N0. 4/00 PRH Revised house on lot 14, 17 45, do 47 and xcoptvbHrty of the design hereon. In the event of d�►scrrponclee orde/n9 after CHECKED BY � 7 % A ewes ds�c sr� Av. oa 'Jtllt. tr-�-�t M oo�'r� o county approval or during ownstruction, the primate «+0"w *W be responsible AT MARK A P If C I V' F � rF A�I CA1.t F PAUL /DDLEST JR- SCALE As wmw BENCH MARK � NG I N I N1. N u�r�o Mi► A' W. of u im �au� ���is�*,0 N of FOR W.O. for deterrrnrMng an acceptable solution or revising the prone for approval by E EE DATE C"�t DATE t � M. t4s w. of c ewaa ate. Ro. N � the County. DESIGNED BY DRAWN BYCHECKED BY R.C.E. 58020 EXP. DATE 6 02 �� tg99 nVATM - 1�� CENTER HOMES 0919-23067-3 X EST7M4TE OF QUANTITIES N4. DESCRIPTION QUAffM UNIT h A LANDSCAPE AREA Df$MV PER DETAIL HEREM 0 EACH 8 CUNT OUW PER DETAIL HEREON. D EACH C �' A.B.S. PIPE Q L.F. D COMM1117 REl'AN" WU PER NN- Ca MW 2W-197 NEN 14/94 p LF r .... = F oaw MXT RffAMW WL wIWW F9W AMW PW MW HUMM o LF do illjiiiillliiiliiiiiliiilliilllllllllllllllIIIIIIIIIIIIIIIIIIIIIIllillllllililIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 40.3s' 2" E 1()04.48 , . - -- - - - - -- CN door MEMO own WEI- r 1 w+ "~• : - 1240 -- Now . . �--- .. -�...._._ w..�.--�- �.�.�- - 3Dlt�'- - - 1245 .. . - - 1240 2 - 46.E - r 4! ` /► e} M� 1 r H.P- N Dom, 1 ..r r 1 20 N1240 2 _ - -� N 17 . 19' 1 z 0 2 11246.9 l e� PL,AN 1 145 8BL6 �4 � �N 12 0 6 4 H P43 1g 245 N '* +� 1246.8 p. z 13 48.9 = 1246 4 ro et rM � P. `! • 1 45.7 H.P. i;� P f z zla _w N.P. H.P. IWAI) H g d FF= 1246•90 y. ra O z a L � N � ,, •-oma 5 F• _N o• L--- �' PLAN g ,PLAN 2 °. 2 2 7 9 4 C R v a, PIAN 2 , I ,2<4 9 �, ,� PLAN = 47.3 L2 pl" 3 _ 1�iNH.P. p 2r794AL2oo' 2�794BR6 . pLAN 2 ' • P_12 o.F. 06484 3 �� 2 =1245.4 F. =124s•o 264BAl oa' FF=1247.ao oo. P= 12 c�2�794AR' PIAN P o P o 2648CL9 F = 43.5 0 R FF=1245.90 FFA 1246.50°oE 5' = o.o' P--1247.2 p.F. --� = 1247.80 /1 4 P 12 0 •KIII 2 2 6 4'8 B ��, p 1246.6 0.F. FF=1247.70 4 2 FF=1244.0 0 8 P=1244.8 ,DF, _ F=1247. F- " --j s► 1 4 .4 5 pLAN 26480 F=1245.30 _----� , rGFF=-`" GFF + FL.�c.U. f rGFF= 1 5 2648CL00. p=1244.2 _,�� ��Y�� �-�__ GFF 1247.30 1124fi.0 30 P=1 242.9 p.F. _ FF=1244.70 >� 1247.20 1247.30 p? 1 ° F =1243 r�" --- --_ ' GFF= 40 - o_G f" ° ' .5 r � F 40 5 1243 G j 1244-80 1245 F_ �r 1 GFF= ,�. � 1 46.3 V 4 „ 9 � ?3 1243.50 • F.L.NG.a. , o.,�• G1 1 / 46 1 6• k. ' ! .S' 246. ^•C.B. �,5• 0• 1� g. � N ti .� o �� G. gp.15 � o� � 124fi.0o F.L. G.e. c� F�.�c-e. o� '�`� r �,�' o s ooF GFF= 124.9 , �`'�GfTw Ci,0' 1245.0 '� ,'L Ge• FL'?SSB f 12 ? F� F r cr 4 F.L.NG.B. S r+� 1 41.6 0 N ': CQ • d' , .S' W.0,2 �• e `' 2 `•o �'� I" �� Ge .02' A .c. . . ¢' `S' �► G J 50. no 00 =15 = XIN CN c 5.78' LAJ N42 0151 La �S 6 b �� lC' lC' �'� T � �A ,`�A X! • � _ S F S F , 0 ' rn yrs ca 'C 'oma * � x ��� , �� ' `� " � �S .02' 3`5'60 � ��"ho• � � � �ti�� I 3 � e ! ,w02- ,� L. 145, 2 a5 0 o I 70.02 S ! WG g 46.E w s�6 n.q cr .02F'(.,,�•1B. F L• 2w ti0 • a r 1 FF �' = � `S• G•13 6FF- 124G 5•g. GFF= �o50. 2 1247.60 L F. d 1247. FF GBw� GFF D = L �1•�• '?*� v� � �' � FF= = F Z�? 1245.8 1247. � 4 GFF' � _ � G .0 1 L.-..�8 L NG•�. "',� cr - �`L.Nc.e. 1247.30 1 ® �--" 5' ��. 1247.10 �'G � ° oomIF = ,2 1245 1246. F. o F. a� w w G � •�` 12 � F • 1 GFIF 0' FF NG�' ao �- � 46.20 r FF 124 •10 1244.6 o GFF= �,, GFFw o pLAN G a ax �• -d .� 0 46.90 ' 11242.90 NG.B ° >. FL. ' 1 Gam= x � o 246.2 12 6 4 8 B R4 - 1 •' ' a 5.00 •s" o � 2 247.3 �� � � �•- --� a �.ti. • 124 1245.60 - F' P=1 w ,. GIF = GFF�O" ' _ �: FFM 1247.80 ,2 r7 9 4 C LB 3 5• 2 1 cn pli 1 ► __ �-- o LAN pZ�AN �' 1243.50 ; 1244.1 �' I --�--J a, o �• PLAN 20. , ?,�, °1 5 �' P=1 247.90 27 94BL4 0o2648CR9 1Uj z 2090AL a p' ' 1 L s' `°� ?•0 ° FF=1247. D p=1246.2 w 0x1242.9 F. ___� o�pLO 1 pi,AN 2 .2 2648A o.��.. o =1246.70 Uj z =1 43.4 \p o 648BL o pZ,AN g p= 1246.9 .�G z �° o° P=1247.1 o F~ I PLAN ��- 9 0 BL6 � ? 9 2 4°o� = 1247.40 �+ � �24 � � F=1247.60 �N & 5 20=1244.1 0' PSN p=1245.6 ,� 2"794CR�ooF � e=; N �.7 ,�• M? F SCR P S < o �264a� 2 7 9`�C B' =1246.10 p=124!5.2 , a+ Q N , . 1243.5 FF=1244.6 8 .70 °�` * ��? �- ^' °� H.P.- P= 1 . � p= 1245.0 FF=1246 z v �:S �+ 4,V � �T •o .. --- o zFF= 1244.00 z N z ` FF- 1245. ��' >��S z Hv 50.05 .r ...• --� O�, I 44 z Z,�5 .,� .� �;1 H �• � _ _ �' �� . � �� 1 I� I'N'SIDE l I iO - - PA► : ANT oIr CID I - ------- ►* ~ fir `� -.� 131?" -.ata & SAFETY a z;t N 9 2- �- D� 1 y 150 . w 1 � �� � � �� - � ;LVED � 5 1G EASEME �. 48.66 ^�4� 0) �* Q 12 Z \ , .� 5 1 2' _12 �` 4 DATE •�� ( 4 .09 r / l \ a. 1255_. Appmv 1 d2we phm�not be construed to be � �. 5_ ..._. .,.._ ? �.- y - f� a'�� FILL TO \ t peA111t t r, eppmvW of,any violation of any at pA YiL IGw T `�4r• �r tha etaos or county Wn. This aK o ,.._ � B �.. "\z--- �-- -- F. ��64- mast be low on vo Ob until ao mlat 6 7L.F. � .265 . fl L. -- - w J J ,.r - ' ,..• ' -mow. -^ ^"-- r" z r•` '^ w Underground Service Alertmom � w r Call-es TOLL FREE ,'902.61 w -- N '38" E 2189.71 � . 39•52 1-840 . -� � MOM a 227- 2600 .� -- 2 2 TWO WORKING DAYS BEFORE YOU DIG 0 15 30 60 90 120 "CAUTION": Remember that the USA Center a notifies only those utilities belonging to SCALE: 1"=30' the center. There could be other u ilities 0 present at the work site. The center will z� inform you of whom they will notify. z m APPROVAL FOR SEAL SEAL APPROVED BY SATE _..µ} S R ASSOCIATES COUNTY OF RIVERSIDE. SHEET N0, ��r xvN ASE eC , Q�pF E5$I Qii�E5S IRVINE, INC TRACT NO. 2 ,lo f A. O SUM tom.. � COMM INLANDTHMAN EMPIRE REGION 4 a 4 v s = RKHALED NO• 33950' 830 02 2900 ADAMS STREET, SUITE A-15 NO. 33950 M. 58020 � RIVERSIDE CA 92504 (909)352-7200 LOTS 1 � 22 & 44-mm- 61 OF 4 sHTS a EXP. 6/30/02 w °P• 6/30/02 PREPAR BY DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS a e primo a engineer signing Meese plana is reeponsiblb for assuring the occurmy DA FILE NO. PRECISE GRADING PLAN 4/00 PRH Revised house on lot 14, 17, 45, do 47 a' �t ��, I�i `! / � SCALE AS NOTED " elaa� °W �'"�D ""'' °O` �" T"'2'�' "' � 9 and acceptability � the design Hereon. In the ewsret of dbcropancisa or►sh�g ager CHECKED 8Y county approval or during cons&wbon, nee pmoate engineer shat be rosponswo DAT Y MARKIIIIIIIIIIIIIIIN APPR rf IV I F �Fo" BENCH MARK A so•T O• . * e'nXa sr�I pa. t& W. Of � for detem an oc table solution or revisf the pons for approval ENGINEER I I N N ��� �`� PAUL R. UDDLESTON JR. �v� N. #�1��" ""� FOR W.O. �^9 � r►9 6!' DATE DATE . flee coon DESIGNED BY DRAWN BY CHECKED BY R.C.E. D. 58020 EXP. DATE 630 02 �Ucf5T 1999 �� + - � � CENTEX HOMES 0919-23067-3